STANDARD DRAWINGS by wanghonghx

VIEWS: 1,101 PAGES: 33

									                                                                                                                                         REGIONAL TRANSPORTATION DISTRICT
                                                                                                                                            STANDARD DRAWINGS
                                                                                                                                                       DISCIPLINE


                                                                                                                                                                           Civil
K:\CAD Library\RTD S&D Drawings\Standard Drawings\CvrSht-Civil.dwg, 10/15/2007 11:02:28 AM, mb12652, Bluebeam PDF9 Printer HighRes.pc3




                                                                                                                                                   SD-C100A   STREET FURNITURE DETAILS             1 OF 32
                                                                                                                                                   SD-C100B   STREET FURNITURE DETAILS             2 OF 32
                                                                                                                                                   SD-C101    CURB AND PAVING DETAILS              3 OF 32
                                                                                                                                                   SD-C102    WALKWAY / PLAZA DETAILS              4 OF 32
                                                                                                                                                   SD-C103    SIGNAGE DETAILS                      5 OF 32
                                                                                                                                                   SD-C104A   ID SIGN - LARGE                      6 OF 32
                                                                                                                                                   SD-C104B   ID SIGN - SMALL                      7 OF 32
                                                                                                                                                   SD-C105    RAILING DETAILS                      8 OF 32
                                                                                                                                                   SD-C106    STAIR PLAN AND DETAILS               9 OF 32
                                                                                                                                                   SD-C107    LIGHTING DETAILS                     10 OF 32
                                                                                                                                                   SD-C108    MOTORCYCLE PARKING                   11 OF 32
                                                                                                                                                   SD-C109A   FENCE DETAILS                        12 OF 32
                                                                                                                                                   SD-C109B   FENCE DETAILS                        13 OF 32
                                                                                                                                                   SD-C109C   FENCE DETAILS                        14 OF 32
                                                                                                                                                   SD-C110    WATER QUALITY OUTLET STRUCTURE       15 OF 32
                                                                                                                                                   SD-C111    DETENTION POND OUTLET STRUCTURE      16 OF 32
                                                                                                                                                   SD-C112    COMBINATION TYPE 13 INLET            17 OF 32
                                                                                                                                                   SD-C113    BICYCLE PARKING - STORAGE            18 OF 32
                                                                                                                                                   SD-C114    FTA PROJECT SIGN                     19 OF 32
                                                                                                                                                   SD-C115    POWER CONTROL CENTER                 20 OF 32
                                                                                                                                                   SD-C116    PULL BOXES                           21 OF 32
                                                                                                                                                   SD-C117    TEMPORARY PROJECT SIGN               22 OF 32
                                                                                                                                                   SD-C118    EROSION CONTROL DETAILS              23 OF 32
                                                                                                                                                   SD-C119A   CURB INLET TYPE R (MODIFIED)         24 OF 32
                                                                                                                                                   SD-C119B   CURB INLET TYPE R (MODIFIED)         25 OF 32
                                                                                                                                                   SD-C120    BUS STOP / SHELTER SITEWORK          26 OF 32
                                                                                                                                                   SD-C121A   SAWTOOTH BUS PULLOUT - ARTICULATED   27 OF 32
                                                                                                                                                   SD-C121B   SAWTOOTH BUS PULLOUT - TRANSIT       28 OF 32
                                                                                                                                                   SD-C122    BUS PULLOUT FOR MULTIPLE BUSES       29 OF 32
                                                                                                                                                   SD-C123    BUS PAD                              30 OF 32
                                                                                                                                                   SD-C124A   TYPICAL CURB ISLAND (Typical)        31 OF 32
                                                                                                                                                   SD-C124B   TYPICAL CURB ISLAND (Varies)         32 OF 32
                                                                                                                                                                                                                                                                                                                                                                                                 NOTE:
                                                                                                                                                                                                                                                                                                                                                                                                 1. STANDARD COLOR SHALL BE RAL 6009 FIR GREEN
                                                                                                                                                                                                                                                                                                                                                                                                 2. ALL FABRICATED COMPONENTS ARE STEEL SHOT-
                                                                                                                                                                                                                                                                                                                                                                                                    BLASTED, ETCHED, PHOSPHATIZED AND
                                                                                                                                                                                                                                                                                                                                                                                                    ELECROSTATICALLY POWDER-COATED WITH TGIC
                                                                                                                                                                                                                                                                                                                                                                                                    POLYESTER POWDER COATING.
                                                                                                                                                                                                                                                                                                                                                                                                 3. ALL SPECIFICATIONS ARE SUBJECT TO CHANGE.
                                                                                                                                                                                                                                                                                                                                                                                                    PLEASE CONTACT FACTORY FOR DETAILS.
                                                                                                                                                                                                                                  IRONSITES TM                                                                                                                                                   4. ALL DIMENSIONS ARE IN INCHES.
                                                                                                                                                                                                                                    SD-42                                                                                                                                                        5. AVAILABLE WITH LOCK OR LATCH
                                                                                                                                                                                                                                                                                                                                                                                                 6. "RAK" SYSTEM MODEL NOS. AND DESCRIPTIONS
                                                                                                                                                                                                                          36 GALLON CAPACITY LITTER RECEPTACLE                                                                                                                                      AVAILABLE FROM:
                                                                                                                                                                                                                         SHOWN WITH OPTIONAL S-2 STEEL DOME LID                                                                                                                                     RAK SYSTEMS, INC.
                                                                                                                                                                                                                                                                                                                                                                                                    5500 PLANTATION RD.
                                                                                                                                                                                                                                                                                                                                                                                                    THEODORE, AL 36582 U.S.A.
                                                                                                                                                                                                                                                                                                                                                                                                    TOLL FREE: (800) 467-1725
                                                                                                                                                                                                                                                                                                                                                                                                    LOCAL: (251) 653-4080
                                                                                                                                                                                                                                                                                                                                                                                                    FAX: (251) 653-1014




                                                                                                                                                                                                                                                                                                                                                                     SHEET METAL
                                                                                                                                                                                                                                                                                                                                                                     DOME TOP
                                                                                                                                                                                                                             FINISHED GRADE




                                                                                                                                                                                                SIDE VIEW                                                       BOTTOM VIEW
 K:\CAD Library\RTD S&D Drawings\Standard Drawings\SD-C100A-StrtFrntrDtls-A.dwg, 10/15/2007 4:25:28 PM, mb12652, Bluebeam PDF9 Printer HighRes.pc3




                                                                                                                                                                                                                                                                                                                                                              49 B                     49 B                49 B




                                                                                                                                                                                     FULLY WELDED JOINTS
 5/8" O.D. STEEL ROD                                                                                                                                                                 THROUGHOUT                                                                                                                                                                                          49
                                                                                                                                                                                                                                                                                                                                                              49 HT                                        49 T
                                                                                                                                                                                                                                                                                                                                                                                         DW




                                                                                                                                                                                                                                                                                                                                                                                    TRAY - MB3
                                                                                                                                                                                                                                                                                                                                      1/2"x2-1/2" STAINLESS             MB2                              MB2
                                                                                                                                                                                                  1/4" x 2-1/2" SOLID
                                                                                                                                                                                                  STEEL BARS                                                                                                                          STEEL EXPANSION
                                                                                                                                                                                                                                                                                                                                      ANCHOR (TYP.)



                                                                                                                                                              (42)
                                                                                                                                                         3/8" x 1"                                                                                                                                                   SIDE ELEVATION                                                FRONT ELEVATION
                                                                                                                                                     STEEL BARS



                                                                                                                                                                                                                                                                                                                                                1
                                                                                                                                                                                                                                                                                                                                                       NEWSPAPER "RAK" SYSTEMS
                                                                                                                                                                                                                                                                                                                                                       SCALE: 1" = 1'-0"
3/4" SQUARE CENTER
ANCHOR BOLT HOLE                                                                                                                                                                                                           (ANCHOR BOLT PROVIDED BY OTHERS)
                                                                                                                                                                                                                                                                                        36 GALLON CAPACITY HIGH
                                                                                                                                                     SS. ANCHOR BOLTS,                          (5) LEVELING FEET
                                                                                                                                                                                                WITH A 3/8" DIA.                                                                        DENSITY PLASTIC LINER SITS
                                                                                                                                                     WASHERS, AND LOCK                                                                                                                  ON SUPPORT BARS.
                                                                                                                                                     WASHERS                                    THREADED STEEL
                                                                                                                                                                                                SHAFT

                                                                                                                                                                         UNDER VIEW                                     PERSPECTIVE (CLOSED)                               PERSPECTIVE (OPEN)




                                                                                                                                                                                                                                         JAM          3/01/05        CGG      3/30/05           AS SHOWN                                                                                                                               SHEET
                                                                                                                                                                                                                                         SMPM         3/01/05        SAS      3/30/05                                                                       STANDARD DRAWING                                                         REFERENCE
                                                                                                                                                                                                                                                                                                                                                                                                                                      NUMBER:
                                                                                                                                                                                                                                                                                         0                                                           REGIONAL TRANSPORTATION DISTRICT
                                                                                                                                                                                                                                                                                                                                                                                                                                    SD-C100A
                                                                                                                                                                                                                                                                                                                                                                         CIVIL
NO.                                                                                                                                                                      REVISIONS                    BY          DATE
                                                                                                                                                                                                                                                                                                                                                    VICTOR STANLEY, INC STREET FURNITURE DETAILS                                    SHEET 1 OF 32
                                                                                                                                                                                                                                                                                                                                                                            NOTES:
                                                                                                                                                                                                                                                                                                                                                                            1. ALL FABRICATED COMPONENTS ARE STEEL
                                                                                                                                                                                                                                                                                                                                                                               SHOT-BLASTED, ETCHED, PHOSPHATIZED
                                                                                                                                                                                                                                                                                                                                                                               AND ELECROSTATICALLY POWDER-COATED
                                                                                                                                                                                                                                                                                                                                                                               WITH TGIC POLYESTER POWDER COATING
                                                                                                                                                                                                                                                                                                                                                                            2. ALL SPECIFICATIONS ARE SUBJECT TO
                                                                                                                                                                                                                                                                                                                                                                               CHANGE. PLEASE CONTACT THE FACTORY
                                                                                                                                                                                                                                                                                                                                                                               FOR DETAILS.
                                                                                                                                                                                                                                                                                                                                                                            3. FRONT WELDS ARE POLISHED UNTIL THEY
                                                                                                                                                                                                                                                                                                                                                                               DISAPPEAR, FORMING A CONTINUOUS
                                                                                                                                                                                                                                                                                                                                                                               SURFACE FROM THE TOP TUBULAR SECTION
                                                                                                                                                                                                                                                                                                                                                                               TO EACH STEEL SLAT. (SEE FINISH DETAIL)
                                                                                                                                                                                                                                                                                                                                                                            4. IT IS NOT RECOMMENDED TO LOCATE ANCHOR
                                                                                                                                                                                                                                                                                                                                                                               BOLTS UNTIL BENCH IS IN PLACE.
                                                                                                                                                                                          RB-28                                                                                                                                         6 FT RB-12                          5. ALL ANCHOR BOLTS, WASHERS, AND LOCK
                                                                                                                                                                                                                                                                                                                                                                               WASHERS ARE TO BE S.S. AND PROVIDED BY
                                                                                                                                                                                       STEELSITES TM                                                                                                                                   STEELSITES TM                           BY OTHERS.
                                                                                                                                                                                                                                                                                                                                                                            6. ALL JOINTS ARE FULLY WELDED THROUGHOUT.
                                                                                                                                                                                   STANDARD 6 FOOT LENGTH                                                                                                                          ALL STEEL, BACKLESS                      7. STANDARD COLOR SHALL BE RAL 6009 FIR GREEN
                                                                                                                                                                                 ALL STEEL CONTOURED BENCH                                                                                                                        FLAT BENCH STANDARD                       8. VICTOR STANLEY INC, ADDRESS:
                                                                                                                                                                             SHOWN WITH OPTIONAL CENTER ARMREST                                                                                                                       6 FOOT LENGTH                            P.O. DRAWER 330 - DUNKIRK, MD 20754 USA
                                                                                                                                                                                                                                                                                                                                                                               TEL (301) 855-8300 - FAX (410) 257-7579
 K:\CAD Library\RTD S&D Drawings\Standard Drawings\SD-C100B-StrtFrntrDtls-B.dwg, 10/15/2007 4:25:42 PM, mb12652, Bluebeam PDF9 Printer HighRes.pc3




                                                                                                                                                     FINISHED GRADE                                                                                                                             FINISHED GRADE
                                                                                                                                                                                       FRONT VIEW                                                         SIDE VIEW                                                                      FRONT VIEW                                         SIDE VIEW




                                                                                   (27) STEEL SLATS ARE FORMED
                                                                                   FROM SECTIONS OF 1/4" x 1-1/2"
                                                                                   SOLID STEEL BARS WITH 1"
                                                                                   SPACING BETWEEN MEMBERS




                                                                                                                                                                                                                                                                                                                                                                                                CROSS SUPPORTS
                                                                                                                                                                                                                                                                                                                                                                                                MADE OF 3/8" X 1"
                                                                                                                                                                                                                                                                                                                                                                                                STEEL BARS

                                                                                                                                                                                                                                                  CROSS SUPPORTS
                                                                                                                                                                                                                                                  MADE OF 3/8" X 1"                                                                                                                  1-5/16" DIAMETER
                                                                                                                                                                                                                                                  STEEL BARS                                                                                                                         TUBULAR STEEL


                                                                                                                                                                              PERSPECTIVE VIEW                                              UNDER VIEW                                                             PERSPECTIVE VIEW                                                  UNDER VIEW
                                                                                                                                                                                                        1-5/16" O.D.
                                                                                                                                                                                                        HIGH TENSILE
                                                                                                                                                                                                        TUBULAR STEEL


FINISHED END UNIT
                                                                                                                                                                                                                                     5/8" I.D.
IS MADE OF 1/2" x 2"                                                                                                                                                                                                                                                                                                                                                        (4) 5/8" I.D. ANCHOR BOLT HOLES
                                                                                                                                                                                                                                     ANCHOR
SOLID STEEL BARS,                                                                                                                                                                                                                                                                                                                                                           (ALL ANCHOR BOLTS, WASHERS,
                                                                                                                                                                                                                                     BOLT HOLES
WELDED AND GROUND                                                                                                                                                                                                                                                                                                                                                           AND LOCK WASHERS ARE TO BE
                                                                                                                                                                                                                                                                                     SHOWN IN STANDARD 6 FOOT LENGTH. ALSO AVAILABLE                                        S.S. AND PROVIDED BY OTHERS)
                                                                                                                                                                                                                                                                                     IN 4 FOOT AND 8 FOOT STANDARD LENGTHS.




                                                                                                                                                                                       FINISH DETAIL                                                                                                                                         SCROLL DETAIL
                                                                                                                                                                                                                        JAM    3/01/05              CGG          3/30/05       NTS                                                                                                                                    SHEET
                                                                                                                                                                                                                        SMPM   3/01/05              SAS          3/30/05                                                                                 STANDARD DRAWING                                           REFERENCE
                                                                                                                                                                                                                                                                                                                                                                                                                     NUMBER:
                                                                                                                                                                                                                                                                           0                                                                      REGIONAL TRANSPORTATION DISTRICT
                                                                                                                                                                                                                                                                                                                                                                                                                SD-C100B
                                                                                                                                                                                                                                                                                                                                                                       CIVIL
NO.                                                                                                                                                              REVISIONS              BY       DATE
                                                                                                                                                                                                                                                                                                                                                  VICTOR STANLEY, INC STREET FURNITURE DETAILS                  SHEET 2 OF 32
 K:\CAD Library\RTD S&D Drawings\Standard Drawings\SD-C101-CrbPvngDtls.dwg, 10/15/2007 4:25:57 PM, mb12652, Bluebeam PDF9 Printer HighRes.pc3




                                                                                                                                                                        JAM    3/01/05   CGG   3/30/05       NTS                                        SHEET
                                                                                                                                                                        SMPM   3/01/05   SAS   3/30/05                    STANDARD DRAWING            REFERENCE
                                                                                                                                                                                                                                                       NUMBER:
                                                                                                                                                                                                         0         REGIONAL TRANSPORTATION DISTRICT
                                                                                                                                                                                                                                                      SD-C101
                                                                                                                                                                                                                                    CIVIL
NO.                                                                                                                                             REVISIONS   BY   DATE
                                                                                                                                                                                                                          CURB AND PAVING DETAILS     SHEET 3 OF 32
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    NOTES:

                                                                                                                                                                                                                                                                                                                  4"                                                                                                                                                                                                1. JOINT FILLER SHALL BE A SILICONE SEALANT THAT IS ON
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       THE DISTRICT'S APPROVED SILICONE SEALANT LIST. IT
                                                                                                                                                                                                                   10'-0"                                                                                                                                                                                                                                                                                              SHALL BE APPLIED IN ACCORDANCE WITH THE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       MANUFACTURER'S RECOMMENDATIONS.




                                                                                                                                                                                                                                                                                                         4"
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    2. ALL CONCRETE SHALL BE MIX DESIGN CLASS P (3000 PSI
                                                                                                                                                  SEE DETAIL 2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       @ 28 DAYS) WITH NOVOMESH e3 FIBERMESH
                                                                                                                                                  ON THIS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       REINFORCEMENT AT AN APPLICATION RATE OF 24LB (ONE
                                                                                                                                                  SHEET
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       BAG) PER CUBIC YARD.




                                                                                                                                                                                                                                             5'-0"(TYP.)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        C
                                                                                                                                                                                                                                                                                            CONTROL                                                                                                                                                    EQUAL TO WIDTH OF WALKWAY                                    3. ALL REINFORCING STEEL SHALL BE GRADE 60.
                                                                                                                                                                                                                                                                                               JOINT
                                                                                                                                                                             2" (TYP.)

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    4. DISTURBED SUBNGRADE SHALL BE COMPACTED TO 95%
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       STADARD PROCTOR DENSITY.
                                                                                                                                                                                                                                                                                           BROOMED




                                                                                                                                                                                                                                                                    10'-0"(TYP.)
                                                                                                                                                                                                                                                                                              FINISH                                                                                                                                                                                                                5. EXPANSION JOINT MATERIAL SHALL BE THE BITUMINOUS
                                                                                                                                                                                                                                                                                                                                                                                                                              A                           B                                                            TYPE CONFORMING TO "STANDARD SPECIFICATIONS FOR




                                                                                                                                                                                                                                                                                                                                                                                          5'-0"




                                                                                                                                                                                                                                                                                                                                                                                                                                        WIDTH VARIES
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       PREFORMED JOINT FILLERS FOR CONCRETE, ASTM
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       DESIGNATION D-1751. JOINT MATERIAL SHALL BE 1/2" THICK
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       UNLESS OTHERWISE SPECIFIED.
                                                                                                                                                               1" (TYP.)




                                                                                                                                                                                                                                             5'-0"(TYP.)
                                                                                                                                                                                                                                                                                           4" SMOOTH




                                                                                                                                                                                                                                                                                                                                                                              1" (TYP.)
                                                                                                                                                                                                                                                                                                FINISH
                                                                                                                                                                                                                                                                                              BORDER




                                                                                                                                                                                                                            CONTROL                                                                                                                        1" (TYP.)
                                                                                                                                                                                                 EXPANSION JOINT            (TOOLED) JOINT
                                                                                                                                                                                                                                                                                                                                         5'-0"

                                                                                                                                                                                                                                                                                                                                                                                                                                  DETAIL 3 - TYPICAL WALKWAY
                                                                                                                                                                           DETAIL 1 - PLAZA CONCRETE PATTERN                                                                                                       2
                                                                                                                                                                                                                                                                                                                        DETAIL 2 - BROOM FINISH                                                                           3       NTS
                                                                                                                                                           1               SCALE: 1" = 2'                                                                                                                               SCALE: 1" = 1'
 K:\CAD Library\RTD S&D Drawings\Standard Drawings\SD-C102-WlkwyPlzDtls.dwg, 10/15/2007 4:26:13 PM, mb12652, Bluebeam PDF9 Printer HighRes.pc3




                                                                                                                                                     HOT-POURED                                                                                                                                                                                                                                       VARIES (SEE PLAN)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   SAND - SETTING BED, 1 1/2" DEPTH
                                                                                                                                                 JOINT SEALER OR
                                                                                                                                                         SILICONE                                                                                                                                                                                                       4" MIN. - VARIES - REFER TO                                                                                                            DRAINAGE BOARD
                                                                                                                                                         SEALANT                                     1/4" BELOW SURFACE                                                                                       1/4 DEPTH OF SLAB                                                                                       2.0 % TYP
                                                                                                                                                                                                                                                                                                1/8"                                                                   LOCAL JURISDICTION CODES.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     CONCRETE SUB-SLAB
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     SLOPED PARALLEL TO
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     SURFACE SLOPE
                                                                                                                                                                                                                                                                                      8"
                                                                                                                                                                                                                                                                                   1/                                                                                                                                                                                                                      STANDARD
                                                                                                                                                                                                                   1/2" EXPANSION                                                                                                                                                                                                                                                                          BLUNT EDGE                        STONE PAVER
                                                                                                                                                                                                                                                           VARIES
                                                                                                                                                  VARIES




                                                                                                                                                                                                                   JOINT FULL                                                                                                                                                                           DETACHED                                                                                           (TYP)
                                                                                                                                                                                                                   DEPTH OF SLAB                                                                                                                                                                                                                                                                                                             PER SPECS.
                                                                                                                                                                                                                   (PLACE AT                                                                                                                                                                                                                                                                              SAND SWEPT




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 3 1/2"
                                                                                                                                                                                                                   INTERVALS OF                                                                                                                                                                                                                                                                           JOINT AT STONE
                                                                                                                                                                                                                   NOT MORE THAN                                                                                                                                                                                                                                                                          PAVING
                                                                                                                                                                                                                   500 FT)
                                                                                                                                                                                                                   PREFORMED                                                                                                                                                                                                                                                                                       2.0 % TYP.
                                                                                                                                                                                                                   JOINT MATERIAL                                                                                                                                                                      VARIES (SEE PLAN)
                                                                                                                                                                                                     1/2"                                                                                                                                          EXPANSION
                                                                                                                                                                                                                                                                                                                                                     JOINT W/                    4" MIN. - VARIES - REFER TO
                                                                                                                                                                                                                                                                                                                                                      SEALER                    LOCAL JURISDICTION CODES.                     2.0 % TYP




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        1 1/2"


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          6"
                                                                                                                                                                           EXPANSION JOINT                                                                 CONTRACTION JOINT
                                                                                                                                                                           NTS                                                                             NTS                                                                                                                                                                                                                                                 COMPACTED SUBGRADE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               OR STRUCTURAL SOIL MIX.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               RE: PLANS AND SPECS
                                                                                                                                                                                                                                                                                                                                                                                                        ATTACHED


                                                                                                                                                                                                                                                                                                                                                                                                       WALKWAY                                                             D
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   FLAGSTONE PAVING CROSS SECTION
                                                                                                                                                                                                                                                                                                                                                                                                  C    NTS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   SCALE: 1" = 2'




                                                                                                                                                                                                                                                                            JAM                  3/01/05                   CGG           3/30/05                AS SHOWN                                                                                                                                                                                            SHEET
                                                                                                                                                                                                                                                                            SMPM                 3/01/05                   SAS           3/30/05                                                                                                                           STANDARD DRAWING                                                                       REFERENCE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   NUMBER:
                                                                                                                                                                                                                                                                                                                                                       0                                                                                                            REGIONAL TRANSPORTATION DISTRICT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  SD-C102
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                CIVIL
NO.                                                                                                                                                                                      REVISIONS                          BY       DATE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       WALKWAY / PLAZA DETAILS                                                  SHEET 4 OF 32
                                                                                                                                                                                                                             SIGNAGE NOTES:

                                                                                                                                                                                                                             A. ALL TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE MOST RECENT
                                                                                                                                                                                                                                VERSION OF FEDERAL MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES
                                                                                                                                                                                                                                (MUTCD), THE "COLORADO SUPPLEMENTAL MUTCD" AND THE LOCAL
                                                                                                                                                                                                                                JURISDICTION'S "ROADWAY DESIGN AND CONSTRUCTION STANDARDS MANUAL."
                                                                                                                                                                                                                                FURTHER SPECIFICATIONS AND ILLUSTRATIONS ARE LOCATED IN THE
                                                                                                                                                                                                                                COLORADO DEPARTMENT OF TRANSPORTATION (CDOT) "M AND S STANDARDS."

                                                                                                                                                                                                                             C. THE CONTRACTOR INSTALLING SIGNS IS RESPONSIBLE FOR LOCATING AND
                                                                                                                                                                                                                                PROTECTING ALL UNDERGROUND UTILITIES.

                                                                                                                                                                                                                             E. SPECIAL CARE SHALL BE TAKEN IN SIGN LOCATION TO ENSURE AN
                                                                                                                                                                                                                                UNOBSTRUCTED VIEW OF EACH SIGN.

                                                                                                                                                                                                                             F. A 7-FOOT MINIMUM HEIGHT SHALL BE MAINTAINED FROM BOTTOM OF SIGN
                                                                                                                                                                                                                                PANEL TO THE TOP GRADE OF SIDEWALK (AT TOP GRADE OF PAVEMENT EDGE IN
                                                                                                                                                                                                                                RURAL AREAS).

                                                                                                                                                                                                                             J. DIAMOND GRADE MATERIAL SHALL BE USED ON ALL STOP SIGNS. ALL OTHER
                                                                                                                                                                                                                                ROADSIDE TRAFFIC CONTROL DEVICES SHALL BE HIGH INTENSITY GRADE
                                                                                                                                                                                                                                REFLECTIVITY.

                                                                                                                                                                                                                             K. ALL OVERHEAD SIGNS SHALL BE DIAMOND GRADE LDP OR APPROVED EQUIVALENT.
 K:\CAD Library\RTD S&D Drawings\Standard Drawings\SD-C103-SgngDtls.dwg, 10/15/2007 4:26:28 PM, mb12652, Bluebeam PDF9 Printer HighRes.pc3




                                                                                                                                                                                                                                         COLD SPRING park-n-Ride
                                                                                                                                                                                                                                                Route and Gate Directory

                                                                                                                                                                                                                                 UPPER LEVEL GATES - NEAR UNION BLVD
                                                                                                                                                                                                                                   2X                 DOWNTOWN                     2X
                                                                                                                                                                                                                                   2X              ROCKIES BASEBALL                2X
                                                                                                                                                                                                                                   5X             DOWNTOWN- AM PEAK                5X
                                                                                                                                                                                                                                   6X         TECH CENTER/GREENWOOD PLAZA          6X
                                                                                                                                                                                                                                  119X                DOWNTOWN                    119X
                                                                                                                                                                                                                                   AF         DENVER INTERNATIONAL AIRPORT         AF
                                                                                                                                                                                                                                   CS                  DENVER                      CS
                                                                                                                                                                                                                                    Z                  DENVER                       Z
                                                                                                                                                                                                                              LOWER LEVEL GATES - NEAR FEDERAL CENTER
                                                                                                                                                                                                                                   2X                   MORRISON                 GATE I
                                                                                                                                                                                                                                    3          AURORA MALL/BUCKINGHAM            GATE G
                                                                                                                                                                                                                                   5X             DOWNTOWN - AM PEAK             GATE L
                                                                                                                                                                                                                                   6X                   WARD ROAD                GATE I
                                                                                                                                                                                                                                    9                   DOWNTOWN                 GATE M
                                                                                                                                                                                                                                   14           1-25 & BROADWAY STATION          GATE G
                                                                                                                                                                                                                                   14                FEDERAL CENTER              GATE J
                                                                                                                                                                                                                                   16                   DOWNTOWN                 GATE N
                                                                                                                                                                                                                                   17             LAKEWOOD COMMONS               GATE H
                                                                                                                                                                                                                                   17         GOLDEN / RED ROCKS COLLEGE         GATE E
                                                                                                                                                                                                                                   21           1-25 & BROADWAY STATION          GATE F
                                                                                                                                                                                                                                   100              SOUTHWEST PLAZA              GATE J
                                                                                                                                                                                                                                   100            WESTMINSTER CENTER             GATE L
                                                                                                                                                                                                                                  119X                UNION / JEWELL             GATE I
                                                                                                                                                                                                                                   125         DENVER WEST / APPLEWOOD           GATE K
                                                                                                                                                                                                                                    C                    CONIFER                 GATE I
                                                                                                                                                                                                                                    G                    BOULDER                 GATE I
                                                                                                                                                                                                                                    G                FEDERAL CENTER              GATE K
                                                                                                                                                                                                                                    Z            EVERGREEN ASPEN PARK            GATE I



                                                                                                                                             SPECIAL 2                                                    RLMTR-1




                                                                                                                                                                         JAM    3/01/05   CGG   3/30/05             NTS                                                                        SHEET
                                                                                                                                                                         SMPM   3/01/05   SAS   3/30/05                          STANDARD DRAWING                                            REFERENCE
                                                                                                                                                                                                                                                                                              NUMBER:
                                                                                                                                                                                                            0             REGIONAL TRANSPORTATION DISTRICT
                                                                                                                                                                                                                                                                                             SD-C103
                                                                                                                                                                                                                                                CIVIL
NO.                                                                                                                                              REVISIONS   BY   DATE
                                                                                                                                                                                                                                          SIGNAGE DETAILS                                   SHEET 5 OF 32
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              NOTES:
                                                                                                                                                                                 1-1/2"                                                                                                                                                                                   P
                                                                                                                                                                                                                                                                                                                                                                          L
                                                                                                                                                             1-1/2"
                                                                                                                                                                      4"    4"                                                                                                                     8"                         5'-0"                                  6"                                                                                                                                                                                                                                       1. PAINT COLOR SCHEME:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 A. BACKROUND - DUPONT #4954A (OFF WHITE)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 B. LOGO & RTD - 1975 VOLKSWAGON, 42711 LM
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    LUCITE OR ACRYLIC L-32K RALLYE RED OR




                                                                                                                                                                                                                                                                                                                                                                                                                                6"
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    8"                                    5'-0"




                                                                                                                                                                                               10"
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    42711 DH ENAMEL OR APPROVED EQUAL.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                      1 1/2"
                                                                                                                                                                                                                                                                                                                                                                                                    4"
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 1'-4"                1'-4"            1'-8"                                                                    C. THE RIDE, park-n-Ride AND "NAME" - PMS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          4"                                                           4"
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   462 BROWN - #7502 A
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              2. RTD WILL SUPPLY ORIGINAL ARTWORK.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                               8"
                                                                                                                                                                                                                                                                                                                                                                              8"x8" ROUGH
                                                                                                                                                                                                                                                                                                                                                                              SAWN EDGE
                                                                                                                                                                                                                                                                                                                                                                              MEMBER




                                                                                                                                                                                                                                                                                                                                                                                                                                                                      1 1/2"
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                3
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               TS




                                                                                                                                                                                                                                                                                                                                                                                                    3 SPACES @ 2'-0"=6'-0"
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             SECTION
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    A




                                                                                                                                                                                                                                                                                                                                                                                                                             (SIGN HEIGHT)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             NTS
                                                                                                                                                                                                                                                                                                                                                                              8"x12" ROUGH




                                                                                                                                                                                                                                                                                                                                                                                                                                  6'-8"
                                                                                                                                                                                                                                                                                                                                                                              SAWN SPACER
                                                                                                                                                                                                                                                                                                                                                                              (4 REQ'D)



                                                                                                                                                                                                                                                                                                                                                                                                                                                        5/8"x12" CADMIUM PLATED
                                                                                                                                                                                                                                                                                                                                                                                                                                                        MACHINE BOLT WITH
                                                                                                                                                                                                                                                                                                                                                                                                                                                        CADMIUM PLATED WASHER                                                     OMEGA-PLY BUILDING
                                                                                                                                                                                                                    8-3/4"Ø ALL THREAD BOLTS W/HEX NUTS & 1/4" PLATE WASHERS




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             1-1/2"                                                                            4"   9"   4"                    3'-3"
                                                                                                                                                                                                                                                                                                                                                                                    A                                                                   & NUT. CUT OFF EXCESS
                                                                                                                                                                                                                                                                                                                                                                                                                                                        BOLT BEYOND HEAD OF NUT.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  PANELS OR APPROVED
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  EQUAL WITH ALUMINUM
                                                                                                                                                                                                                                                                                                                                                                                                                                                        TOUCH UP BOLT & NUT WITH                                                  FACE WITH SATIN FINISH.
                                                                                                                                                                                                                                                                                                                                                                                   TS




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             4"
                                                                                                                                                                                                                                                                                                                                                                                                                                                        PAINT TO MATCH AREA.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   6"
                                                                                                                                                                                                                                                                                                                                                                                                                                             12'-0"




                                                                                                                                                                                                                                                                                                                                                                                                                                                             1-1/2"
                                                                                                                                                                                          7 SPACES @ 2'-0"=14'-0"




                                                                                                                                                                                                                                                                                                                                                                                                  4"
                                                                                                                                                                                                                                                                                6 - 8"x8" ROUGH
                                                                                                                                                                                                                                                                                SAWN CEDAR




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    3'-3"
                                                                                                                                                                                                                                                                                POSTS




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   3'-9 1/2"
K:\CAD Library\RTD S&D Drawings\Standard Drawings\SD-C104A-IDSgnLrg.dwg, 10/15/2007 4:26:45 PM, mb12652, Bluebeam PDF9 Printer HighRes.pc3




                                                                                                                                                                                                                                                                                                                                                                                                                                                              8"
                                                                                                                                    16'-0"




                                                                                                                                                                                                                                                                                                                                                                                  3" RAD.
                                                                                                                                                                                                                                                                                                                                                1'-0"           8"                (TYP)




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  6'-8"
                                                                                                                                             2"Øx1-1/2" DEEP
                                                                                                                                             COUNTERSINK




                                                                                                                                                                                                                                                                                                                                                                                                                                                             1-1/2"
                                                                                                                                                                                                                                                                                                                                                                                                  4'-4"




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            4"
                                                                                                                                             (TYP)




                                                                                                                                                                                                                                                                                                                                                                                                                             4'-10"




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            5"
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           COUNTER SINK NUT & BOLT




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 3-3/4"
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           AS SHOWN




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            4"
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            DETAIL




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            4" 3" 4" 3" 4"
                                                                                                                                                                                                                                                                                                                                                                               2" CHMFR
                                                                                                                                                                                                                                                                                                                                                                               @ 45° (TYP)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   3        NTS
                                                                                                                                                                                                                                                                               1" CONCRETE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 1'-7"
                                                                                                                                                                                                                                                                               WASH




                                                                                                                                                                                                                                                                                                                                                                                                       6"
                                                                                                                                                        6"




                                                                                                                                                                                                                                                                                 9"




                                                                                                                                                                                     GRADE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 5-3/4"




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            6"
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             3" CLR.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                               6"




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       (TYP)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    4'-0"                                      2'-0"
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       5'-0"
                                                                                                                                                                                                                                                                                 1'-2"




                                                                                                                                                                                                                                                                                                                                                                                   #6x4'-6"                                                                                                         #3 REBAR
                                                                                                                                                                                                                                                                                                                                                                                   VERTICALS
                                                                                                                                                                                                                                                                                                                                                                                   (8 REQUIRED)                                                                                                                                                                                                               SIGN CONFIGURATION
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         4




                                                                                                                                                                                                                                                                                                                                                                                                                                                        6"
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              NTS
                                                                                                                                                                                                                                                                                                                                                                                  B




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         1'-8"
                                                                                                                                                        4'-0"




                                                                                                                                                                                                                                                                                                                                                                                                                                                      8"
                                                                                                                                                5'-0"




                                                                                                                                                                                                                                                                                 1'-2"




                                                                                                                                                                                                                                                                                                                                                                                 TS



                                                                                                                                                                                                                                                                                                                                                                                                                                                        6"
                                                                                                                                                                                                                                                                                                                                                                                #3 TIES                                                                                                                             #6 REBAR              1'-4 1/2"          4-1/8"
                                                                                                                                                                                                                                                                                 1'-2"




                                                                                                                                                                                                                                                                                                                                                                                                                                                      4-1/8"                             2'-3"
                                                                                                                                                                                          1'-2"




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  6'-6"
                                                                                                                                                                                                                                                                                                                                                                                     3" CLR.
                                                                                                                                                                                                                                                                                                                                                                                     (TYP)




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            SECTION
                                                                                                                                                                                                                                                                                 9"




                                                                                                                                                                       8"
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   B
                                                                                                                                                        6"




                                                                                                                                                                                          6"




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            NTS
                                                                                                                                                                                                                                                                                              6"               4'-0"                                    2'-0"


                                                                                                                                                                SIDE ELEVATION                                                                                                                                FRONT ELEVATION
                                                                                                                                                 1              NTS                                                                                                                                       2   NTS


                                                                                                                                                                                                                                                                                                                       JAM            3/01/05                        CGG            3/30/05                                              AS SHOWN                                                                                                                                                                                                        SHEET
                                                                                                                                                                                                                                                                                                                       SMPM           3/01/05                        SAS            3/30/05                                                                                                                                                                        STANDARD DRAWING                                                                    REFERENCE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        NUMBER:
                                                                                                                                                                                                                                                                                                                                                                                                            0                                                                                                                                               REGIONAL TRANSPORTATION DISTRICT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    SD-C104A
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      CIVIL
NO.                                                                                                                                                                         REVISIONS                                                                                                    BY        DATE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                ID SIGN - LARGE                                     SHEET 6 OF 32
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                NOTES:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                1. PAINT COLOR SCHEME:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   A. BACKROUND - DUPONT #4954A (OFF WHITE)




                                                                                                                                                                                                                                                                                                                                                         3/4"
                                                                                                                                                                                                                                                                                                                                                                4"                               2'-6"                                                                                             B. LOGO & RTD - 1975 VOLKSWAGON, 42711 LM
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      LUCITE OR ACRYLIC L-32K RALLYE RED OR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      42711 DH ENAMEL OR APPROVED EQUAL.
                                                                                                                                                                                                                4"                    2'-6"                            6"
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        C. THE RIDE, park-n-Ride AND "NAME" - PMS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           462 BROWN - #7502 A




                                                                                                                                                                                                                                                                                                                                        3 1/2"
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                2. RTD WILL SUPPLY ORIGINAL ARTWORK.




                                                                                                                                                                                 4"
                                                                                                                                                                         6"
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                3. (6)-4x4 POSTS TO BE SELECT STRCTURAL




                                                                                                                                                                                                                                                                               PROPERTY LINE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   WESTERN CEDAR (ROUGH SAWN).




                                                                                                                                                                                                                                                                                                                                                      3/4"
                                                                                                                                                                                                                                                    SEE




                                                                                                                                                                         1'-0"
                                                                                                                                                                                                                                                    DETAIL 3                                                                                                                                                     3
                                                                                                                                                                                                                                                                                                                                                                                   SECTION
                                                                                                                                                                                                                                                                                                                                                                           A       NTS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          1'-7 1/2"
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     2"                                         2"
                                                                                                                                                                                 3'-4"
                                                                                                                                                                         1'-0"


                                                                                                                                                                                                                                                                                                                                                                                                                                                                            4 1/2"


                                                                                                                                                                                                                                                                                                                                                                                                                                                          2 3/4"                                                                      2"
                                                                                                                                                                                                                                                                                               A
                                                                                                                                                                                                                                                                                                                        3/16"x5" CADMIUM PLATED MACHINE BOLT                                   3/4"
                                                                                                                                                                                                                                                                                                                        W/5/8"Ø CADMIUM PLATED WASHER & NUT.
                                                                                                                                                                         1'-0"




                                                                                                                                                                                                                                                                                                       6'-2"
                                                                                                                                                                                                                                                     1 3/4"                                                             CUT OFF EXCESS BOLT BEYOND HEAD OF                                                       OMEGA-PLY BUILDING PANELS
                                                                                                                                                                                                                                                                                                                        NUT. TOUCH UP BOLT $ NUT WITH PAINT                                                      OR APPROVED EQUAL WITH
                                                                                                                                                                                                                                                                                                                        TO MATCH AREA.                                                                           ALUMINUM FACE WITH SATIN
                                                                                                                                                                                                                                                                                                                                                                                                                 FINISH.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           1'-7 1/2"
                                                                                                                                                                                                                                                                            3" R. (TYP.)




                                                                                                                                                                                                                                                                                                                                                                                                                                                                   1'-11"
                                                                                                                                                                         1'-0"




                                                                                                                                                                                                                                                1 1/4"




                                                                                                                                                                                                                                                                                                                                             3/4"
                                                                                                                                                                                                                                                         COUNTERSINK
                                                                                                                                                                                                                                                         1" DIA x 3/4" DEEP




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         3'-4"
                                                                                                                                                                                                                                                         (TYP. - 16 EA.)
                                                                                                                                                                                 2'-6"
                                                                                                                                                                         1'-0"




                                                                                                                                                                                                                                                         DRILL 3/4" OPENING
 K:\CAD Library\RTD S&D Drawings\Standard Drawings\SD-C104B-IDSgnSml.dwg, 10/15/2007 4:27:00 PM, mb12652, Bluebeam PDF9 Printer HighRes.pc3




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     1 1/2"




                                                                                                                                                                                                                                                                                                                                         3 1/2"
                                                                                                                                                                                                                                                         THRU 6 POSTS
                                                                                                                                                                                                     45°                                                 INSERT 8-20"x3/4"
                                                                                                                                                                                                                                                         ALL THREAD BOLTS
                                                                                                                                                                                                                                                                                                                                                                                                                                      1"
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          Park-n-Ride                                                  2 1/2"

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                2"
                                                                                                                                                                                                                                                                                                                                                                                                                                                          2 1/4"
                                                                                                                                                                                                                                                         W/HEX NUTS & 1/4"
                                                                                                                                                                                                     2"




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     2 1/2"
                                                                                                                                                                         1'-0"




                                                                                                                                                                                                                                                         GALV. PLATE WASHERS.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     1 1/2"




                                                                                                                                                                                                                                                                                                                                                 3/4"




                                                                                                                                                                                                                                                                                                                                                                                                                                                                   9 1/4"
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   2 1/2"
                                                                                                                                                                                 6"

                                                                                                                                                                                                    4"




                                                                                                                                                                                                                                                                                                                                                                COUNTER SINK NUT &                        3/4"




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       6"
                                                                                                                                                                         1'-0"




                                                                                                                                                                                                                                                                                                                                                                BOLT AS SHOWN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                   2 3/4"
                                                                                                                                                                                                                                                                                                   B                                                                                     DETAIL
                                                                                                                                                                                                                                                                                                                                                                               3         NTS                                                                                                    2'-6"
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                2'-6"
                                                                                                                                                                                 2'-6"




                                                                                                                                                                                                                                                                                                       3'-0"
                                                                                                                                                                                         3" CLEAR
                                                                                                                                                                         1'-2"




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          SIGN CONFIGURATION
                                                                                                                                                                                                                                                                                                                                                                                                                                                                              4           NTS
                                                                                                                                                                                                                                                                                                                                       6"                                  1'-9"                                     1'-8"

                                                                                                                                                                                                                                                                                                                                                                               #3 REBAR




                                                                                                                                                                                                                                                                                                                                                                                                                                           2"
                                                                                                                                                                                                                                                                                                                        3"




                                                                                                                                                        9 1/2"




                                                                                                                                                                                                                                                                                                                                                                                                                                                9 1/2"
                                                                                                                                                                                                                                                                                                               3 1/2"




                                                                                                                                                                                                                EQ.           EQ.             EQ.              EQ.

                                                                                                                                                                                                                                    3'-11"
                                                                                                                                                                                                                                                                                                                             3"




                                                                                                                                                                                                                                                                                                                                                                                                                                           2"
                                                                                                                                                                                                                                                                                                                                                                                               #6 REBAR

                                                                                                                                                                                                                                                                                                                                  3"                                                                                             3"
                                                                                                                                                                                                                                                                                                                                                                                          3'-11"
                                                                                                                                                  SIDE ELEVATION                                                        FRONT ELEVATION
                                                                                                                                              1   NTS                                                           2       NTS
                                                                                                                                                                                                                                                                                                                                                                                   SECTION
                                                                                                                                                                                                                                                                                                                                                                           B       NTS




                                                                                                                                                                                                                                               JAM                   3/01/05                           CGG              3/30/05                                 AS SHOWN                                                                                                                                                                                      SHEET
                                                                                                                                                                                                                                               SMPM                  3/01/05                           SAS              3/30/05                                                                                                                                 STANDARD DRAWING                                                                            REFERENCE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             NUMBER:
                                                                                                                                                                                                                                                                                                                                                  0                                                                                                      REGIONAL TRANSPORTATION DISTRICT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          SD-C104B
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        CIVIL
NO.                                                                                                                                                          REVISIONS                                     BY        DATE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  ID SIGN - SMALL                                                         SHEET 7 OF 32
                                                                                                                                                                                                                                           NOTES:
                                                                                                                                                                                                                                           1. THE STANDARD COLOR FOR PAINTED STEEL
                                                                                                                                                                                                                                              HANDRAIL SHALL BE RAL 6009, FIR GREEN.
                                                                                                                                                                                                                                           2. DETAIL 3 - POST ANCHOR METHOD I IS RTD'S
                                                                                                                                                                                                                                              PREFERRED METHOD OF ATTACHMENT.
 K:\CAD Library\RTD S&D Drawings\Standard Drawings\SD-C105-RailingDtls.dwg, 10/15/2007 4:27:14 PM, mb12652, Bluebeam PDF9 Printer HighRes.pc3




                                                                                                                                                                        JAM    3/01/05   CGG   3/30/05       NTS                                                               SHEET
                                                                                                                                                                        SMPM   3/01/05   SAS   3/30/05                    STANDARD DRAWING                                   REFERENCE
                                                                                                                                                                                                                                                                              NUMBER:
                                                                                                                                                                                                         0         REGIONAL TRANSPORTATION DISTRICT
                                                                                                                                                                                                                                                                             SD-C105
                                                                                                                                                                                                                                     CIVIL
NO.                                                                                                                                             REVISIONS   BY   DATE
                                                                                                                                                                                                                         RAILING TYPES WITH DETAILS                         SHEET 8 OF 32
                                                                                                                                                                                                                                                      NOTE:
                                                                                                                                                                                                                                                      1. IF STAINLESS STEEL IS NOT USED FOR
                                                                                                                                                                                                                                                         RAILINGS, USE TNEMEC PAINT SYSTEM
                                                                                                                                                                                                                                                         OR EQUIVALENT ON STEEL.
                                                                                                                                                                                                                                                      2. WHEN RAILING IS USED AT RAMPS, THE
                                                                                                                                                                                                                                                         TREAD LENGTH IS ALWAYS 11" (X = 11")
K:\CAD Library\RTD S&D Drawings\Standard Drawings\SD-C106-StrPln-Dtls.dwg, 10/15/2007 4:23:51 PM, mb12652, Bluebeam PDF9 Printer HighRes.pc3




                                                                                                                                                                             JAM    3/01/05   CGG   3/30/05       AS SHOWN                                                             SHEET
                                                                                                                                                                             SMPM   3/01/05   SAS   3/30/05                         STANDARD DRAWING                                 REFERENCE
                                                                                                                                                                                                                                                                                      NUMBER:
                                                                                                                                                                                                              0              REGIONAL TRANSPORTATION DISTRICT
                                                                                                                                                                                                                                                                                     SD-C106
                                                                                                                                                                                                                                              CIVIL
                                                                                                                                               NO.   REVISIONS   BY   DATE
                                                                                                                                                                                                                                    STAIR PLAN AND DETAILS                          SHEET 9 OF 32
                                                                                                                                                                                                                                                         3/4" CHAMFER,                                                                         BOLT               3/4" CHAMFER,
                                                                                                                                                                                                                                                         ALL EXPOSED
                                                                                                                                                                                                                                                                                                                                              CENTER
                                                                                                                                                                                                                                                                                                                                                                  ALL EXPOSED                                                   RTD LIGHTING GUIDELINES FOR PARKING AREAS
                                                                                                                                                                                                                                                                                                                               1'-2 9/16"
                                                                                                                                                                                                                                                         EDGES                                                                                                    EDGES                                                                AND PEDESTRIAN PLAZA AREAS
                                                                                                                                                                                                                                                         (4) HOOKED STEEL                                                                                         (4) HOOKED STEEL
                                                                                                                                                                                                                                                         ANCHOR BOLTS, AND                                                                                        ANCHOR BOLTS, AND                                            MINIMUM INITIAL LIGHT LEVEL MAXIMUM INITIAL LIGHT LEVEL MAXIMUM UNIFORMITY RATIO
                                                                                                                                                                                                                                                         BOLT CENTER                                                                                              BOLT CENTER                                 AREA                HORIZONTAL ILLUMINANCE IN
                                                                                                                                                                                                                                                                                                                                                                                                                                  FOOT-CANDLE AT PAVEMENT
                                                                                                                                                                                                                                                                                                                                                                                                                                                               HORIZONTAL ILLUMINANCE IN
                                                                                                                                                                                                                                                                                                                                                                                                                                                               FOOT-CANDLE AT PAVEMENT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           MAXIMUM TO MINIMUM
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           RATIO OF ILLUMINANCE
                                                                                                                                                        KIM LIGHTING                     POLE CAP                                                        DIMENSIONS PER                                                                                           DIMENSIONS PER
                                                                                                                                                                                                                            36"                                                                                         36"
                                                                                                                                                        (PGL5/6)                                                                                         MANUFACTURER                                                                                             MANUFACTURER                           PARKING AREAS                        2.0                        10.0                    5 TO 1
                                                                                                                                                                                                                           ABOVE                                                                                       ABOVE         A
                                                                                                                                                                                        TWIN TYPE                          GRADE                                                                                       GRADE                                      1#6 TINNED CU FROM
                                                                                                                                                                                                                                                         1#6 TINNED CU FROM                                                                                                                               PLAZA AREAS                         5.0                        25.0                    5 TO 1
                                                                                                                                                                                                                                                                                  PULL BOX - (SEE STD                                                             BASE PLATE TO GND ROD
                                                                                                                                                                                                                                                         BASE PLATE TO GND ROD    DRAWING SD-C116)                                                                                 FINISH GRADE
                                                                                                                                                                                                                                                         FINISH GRADE
                                                                                                                                                                                                                                                         LISTED LUG OR EXOTHERMIC                                                                                 LISTED LUG OR EXOTHERMIC                                LIGHT TRESPASS AND LIGHT POLLUTION NOTES:
                                                                                                                                                                                                                             24"                         WELDED CONNECTION TYPICAL                                                  24"                           WELDED CONNECTION TYPICAL
                                                                                                                                                                                                                                                                                                                                                                  DRIVEN IRON GROUNDING ROD                               1. ALL LIGHT POLES LOCATED ADJACENT TO PROPERTY LINES SHALL HAVE HOUSE SIDE
                                                                                                                                                                                                                             MIN                                                                                                    MIN
                                                                                                                                                                                                                                                                                                                                                                                                                             SHIELDS TO RESTRICT SPILL LIGHT FROM ADJACENT PROPERTY. THE MAXIMUM
                                                                                                                                                                                                                                                         DRIVEN IRON GROUNDING ROD                                                                                5/8" DIA. X 10'-0" LONG 4" MIN. BELO
                                                                                                                                                                                                                                                         5/8" DIA. X 10'-0" LONG 4" MIN.                                                                          SURFACE & 5" MIN. AWAY FROM BA                             INITIAL LIGHTING LEVEL MEASURED AT THE PROPERTY LINE SHALL NOT EXCEED 0.2 FOOT
                                                                                                                                                                                                                                                         BELOW SURFACE & 5" MIN. AWAY                                                                                                                                        CANDLES OR THE MAXIMUM ESTABLISHED BY THE LOCAL AUTHORITY.
                                                                                                                                                                                                                        8' MIN          3" MIN.          FROM BASE.                                                      8' MIN                 3" MIN.                          CONDUIT                                  2. SOME LOCAL AUTHORITIES HAVE PASSED ORDINANCES THAT RESTRICT THE TYPE OF
                                                                                                                                                                                                                      EMBEDMENT                          1" GRC                                                        EMBEDMENT                                  1" GRC         BY-PASSES                                   LUMINAIRES THAT MAY BE USED FOR SITE LIGHTING. THE DESIGN ENGINEER SHOULD
                                                                                                                                                                                                                                                                                               2 - 1" CONDUITS                                                                   CAISSON                                     INVESTIGATE IF THESE RESTRICTIONS EXIST AND DESIGN THE LIGHTING ACCORDINGLY.
                                                                                                                                                                                                                                                         6 #8 BARS                             (ONE FOR POWER, 1                                                  6 #8 BARS                                                  IN GENERAL, LUMINAIRES WITH DOWNCAST CUT-OFF LIGHT DISTRIBUTIONS WILL BE
                                                                                                                                                                                                                                                                                               FOR COMMUNICATION                                                                                                             ACCEPTABLE TO MOST LOCAL AUTHORITIES.
                                                                                                                                                                                                                                                         #4 BAR TIES                                                                                              #4 BAR TIES                                             GENERAL NOTES:
                                                                                                                                                                                                                                                         @ 1'-0" O.C.                                                                                             @ 1'-0" O.C.
                                                                                                                                                                                                                                                                              NOTE: SEE DETAIL 3 FOR POLE BASE                                                                                                            1. SOME LOCAL MUNICIPALITIES HAVE ORDINANCES WHICH RESTRICT MAXIMUM LIGHTING
                                                                                                                                                                                                                                       2'-0"                                  INSTALLATION VARIATIONS                                          2'-0"
                                                                                                                                                                                                                                       DIA.              BOTTOM OF DRILLED                                                                     DIA.               BOTTOM OF DRILLED                                          LEVELS TO A GREATER EXTENT THAN WHAT IS LISTED HERE. THE DESIGN
                                                                                                                                                                                                                                                         CAISSON                                                                                                  CAISSON                                                    ENGINEER SHOULD VERIFY THE MAXIMUM LIGHTING LEVEL ALLOWED FOR A
                                                                                                                                                                                                                                                                                                                                                                                                                             PARTICULAR JURISDICTION AND DESIGN THE LIGHTING IN ACCORDANCE WITH THE LOCAL
                                                                                                                                                                                                                                                                                                                                                                                                                             AUTHORITY.
                                                                                                                                                                                                                                                                                                                                                                                                                          2. POLE HEIGHT RESTRICTIONS BY SOME LOCAL MUNICIPALITIES WILL REQUIRE
                                                                                                                                                                                                                               DETAIL 3 - POLE BASE                                                          DETAIL 4 - POLE BASE WITH PULL BOX                                                                              ADDITIONAL LIGHT POLES TO MEET THE MINIMUM LIGHT LEVEL REQUIREMENT
                                                                                                                                                                                                                         3     NTS                                                                   4       NTS                                                                                                             WITHIN THE MAXIMUM ALLOWABLE UNIFORMITY RATIOS.
                                                                                                                                                                                            STEEL POLE
                                                                                                                                                                                                                                                                                                                                                                                                                          3. A COMBINATION OF LIGHT DISTRIBUTIONS (TYPES II, III, IV AND V) SHALL BE UTILIZED TO
                                                                                                                                                                                            VALMONT DS-210                                                                                                                                                                                                                   EFFICIENTLY MEET PHOTOMETRIC REQUIREMENTS.
                                                                                                                                                                                            (WITH INTERNAL
                                                                                                                                                           (SEE SCHEDULE)                   VIBRATION DAMPER)                                                                                                                                                                                                             4. LIGHT POLES SHALL HAVE A MINIMUM WIND SPEED RATING OF 100 MPH WITH 1.3 GUST FACTOR.
                                                                                                                                                                                                                                                                                                                                                                                                                          5. POLES USED ON THE TOP TIER OF PARKING STRUCTURES SHALL BE HINGED AT THE BASE.
                                                                                                                                                                                                                                                                                                                                                               REBAR (TYP)                                                6. STANDARD POLES SHALL BE 25' (EXCLUDING BASE) IN PARKING AREAS AND 14' IN PLAZAS.
                                                                                                                                                                                                                                                                                                                              LIGHT
                                                                                                                                                                                                                                                                                                                                                                    1" CONDUIT (TYP)

                                                                                                                                                                                                                                                                                                                                                                         LIGHT
K:\CAD Library\RTD S&D Drawings\Standard Drawings\SD-C107-LghtngDtls.dwg, 10/16/2007 1:33:03 PM, mb12652, Bluebeam PDF9 Printer HighRes.pc3




                                                                                                                                                                                                                                               TOP CAP - REMOVABLE, PAINTED
                                                                                                                                                                                                                                               TO MATCH POLE
                                                                                                                                                                                                                                                                                                                             CCTV




                                                                                                                                                                                                                                                SHAFT - COMPOSITE FIBERGLASS                                                                  SECTION AA
                                                                                                                                                                                            SERVICE HAND
                                                                                                                                                                                                                                                ROUND TAPERED AT 0.14" PER FOOT                                                      A        NTS
                                                                                                                                                                                            HOLE W/COVER

                                                                                                                                                                                                                                                  A4212 POLE SPECIFICATIONS
                                                                                                                                                                                                                                                                                                                                                                          (3) 1/2"-13 SS HEX HEAD TOP
                                                                                                                                                                                                                                               POLE SERIES: A4212-21-58-N4, 5, 6
                                                                                                                                                                                                                                                                                                                                                                          RETAINING BOLTS EACH WITH
                                                                                                                                                                                                                                               POLE TOP DIAMETER: 5"
                                                                                                                                                                                                                                               BOTTOM DIAMETER: 6.68"                                                                                                     (1) SS FLATWASHERS AND (1)
                                                                                                                                                                                                                                               OVERALL SHAFT LENGTH: 12'-0"                                                                                                SS SPLIT LOCKWASHER                                        SEE DETAILS 3 OR 4 FOR
                                                                                                                                                                                                                                                                                                                                                                                                                                      REBAR, ANCHOR BOLTS
                                                                                                                                                                                                                       12' OVERALL             POLE COLOR: CUSTOM TO MATCH KIM LIGHT GRAY
                                                                                                                                                                  12" (MIN)                                                                                                                                   3/4" DIA. SOLID                                                                                                         AND CONDUIT LOCATIONS
                                                                                                                                                                                                                       POLE HEIGHT
                                                                                                                                                                                                                                               FINISH: DURABLE, CHEMICAL-RESISTANT URETHANE                   ALUMINUM HINGE                                                   XX"
                                                                                                                                                                                                                                                       COATING ALLOWS FOR REMOVAL OF GRAFFITI                 PIVOT ROD
                                                                                                                                                                                                                                                       WITHOUT PAINT DAMAGE.
                                                                                                                                                                                                                                                                                                     (4) 3/4"-10 GALVANIZED
                                                                                                                                                                                                                                                                                                     HEAVY HEX TOP NUTS                                                                  TWO PIECE CAST                                                          TOP OF
                                                                                                                                                                                                                                                  2 1/2" x 5" HAND HOLE - LOCATED                                                                                                        COLLAR (ONE HALF                                                        PLAZA
                                                                                                                                                                                                                                                  18" ABOVEGRADE                                                                                                                                                                                                                               2"
                                                                                                                                                                                                    TOP OF                                                                                            (4) 3/4" I.D. x 1 1/2" O.D.                                                        NOT SHOWN ) WITH
                                                                                                                                                                                                    FINISHED                                                                                                                                                                             (4) 1/4"-20 SS RETAINING                                                                                4"
                                                                                                                                                                                                                                                  ANCHOR PLATE - LEXINGTON HINGED                     GALVANIZED
                                                                                                                                                                                                    GRADE                                         PLATE (TWO-PIECE ALUMINUM) PAINTED                  FLAT WASHERS                                                                       SCREWS
                                                                                                                                                                                                                                                  TO MATCH POLE.

                                                                                                                                                                                                                             1'-6"                                                                                 3 1/2"                                                                                                                                 4'                                          4'
                                                                                                                                                    SLOPE PER
                                                                                                                                                                                                                                                                                                             BOLT PROJECTION                                                                   3 1/16" BASE HEIGHT
                                                                                                                                                    LANDSCAPE                                                                                        5
                                                                                                                                                    DRAWINGS


                                                                                                                                                                                   CL
                                                                                                                                                                                                                                                                                                             (4) 3/4"-10 GALVANIZED                     GROUT                                    (4) 3/4" I.D. x 1 1/2 O.D.
                                                                                                                                                                                                                                                                                                             HEAVY HEX LEVELING                                                                  GALVANIZED FLAT
                                                                                                                                                                                                                                                                                                                                                                                                 WASHERS                                                  2'                          2'
                                                                                                                                                                                                                                                                                                             NUTS                                      (4) 3/4"-10 x 17" LG.
                                                                                                                                                                    ELEVATION                                                           ELEVATION                                                                                                      ANCHOR BOLTS

                                                                                                                                                        DETAIL 1 - LIGHT P0LE WITH BASE                                              DETAIL 2 - LIGHT POLE                                                                                      DETAIL 5 - HINGED BASE                                                                 DETAIL 6 - POLE BASE INSTALLATION
                                                                                                                                                    1   NTS                                                                  2                                                                                                            5      NTS                                                                            6
                                                                                                                                                                                                                                     WITH HINGED BASE                                                                                                                                                                                  VARIATIONS FOR PLAZA AREA/FLATWORK
                                                                                                                                                                                                                                     NTS                                                                                                                                                                                                NTS

                                                                                                                                                                                                                                     JAM             3/01/05               CGG             3/30/05                 NTS                                                                                                                                                                                       SHEET
                                                                                                                                                                                                                                     SMPM            3/01/05               SAS             3/30/05                                                                                                                                   STANDARD DRAWING                                                      REFERENCE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            NUMBER:
                                                                                                                                                                                                                                                                                                         0                                                                                                                    REGIONAL TRANSPORTATION DISTRICT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           SD-C107
                                                                                                                                                                                                                                                                                                                                                                                                                                                           CIVIL
                                                                                                                                              NO.                      REVISIONS                BY             DATE
                                                                                                                                                                                                                                                                                                                                                                                                                                                     LIGHTING DETAILS                                 SHEET 10 OF 32
                                                                                                                                                                                                                                                                                               1'
                                                                                                                                                                                                                                                                                                                                                                                        NOTES:
                                                                                                                                                                                                                                                                                                                                                                                        1. IF A CONCRETE PAD IS INSTALLED IN AN ASPHALT
                                                                                                                                                                                                                                                                                                         #3 REBAR 1'-9" LONG                                                               PARKING LOT, THE SLAB MUST BE 4" THICK (MIN.)
                                                                                                                                                                                                                                                                                                         (2 REQUIRED)                                                                      SEE MOTORCYCLE PARKING PLAN VIEW (DETAIL 4)
                                                                                                                                                                                                                                                                                       1'                                                                                                  FOR MINIMUM DIMENSIONS OF CONCRETE SLAB.
                                                                                                                                                                                                 ASPHALT                                                                                                                                                                                2. SIGN PROVIDED BY RTD. ONE SIGN PER POST
                                                                                                                                                                                                 PARKING LOT                                                                                                 #3 REBAR 6'-6" LONG
                                                                                                                                                                                                                                                                                                                                                                                           MOUNTED TO FACE THE DRIVE AISLE.
                                                                                                                                                                                                                                                                                                             3" CL (4 REQUIRED)
                                                                                                                                                                                                               18'
                                                                                                                                                                                                  C
                                                                                                                                                                                                  L                    C
                                                                                                                                                                                                                       L                                                                      PLAN
                                                                                                                                                                                         4'-6"                              4'-6"             CURB FLOWLINE                                                                                                                                      11 1/2"
                                                                                                                                                                                                                                                                                DETAIL 1 - CONC. MOTORCYCLE POST
                                                                                                                                                                                                                                                                       1        NTS

                                                                                                                                                                                                                                                                                                                 3/4" x 45° CHAMFER                                    1 3/8"
                                                                                                                                                                                                                                                                                                1'




                                                                                                                                                                                                                                                                                                                                                                        2 1/2"
                                                                                                                                                                                9'                                                                                                                               1/4" x 1-1/4" HILTI S.S. METAL HIT                    1 3/8"
                                                                                                                                                                                                                                                                                                                 ANCHOR (TYP) OR APPROVED
                                                                                                                                                                                                                                        CONCRETE PAD                                                             EQUAL.




                                                                                                                                                                                                                                                                                                                                                                        2 1/2"
                                                                                                                                                                                                                                                                                                                                                              1'-1"
                                                                                                                                                       ASPHALT
                                                                                                                                                       PARKING LOT
                                                                                                                                                                                                                                                                                                                                                                       1 3/8"
                                                                                                                                                                     18'    C
                                                                                                                                                                            L                                                                                          2'-8"




                                                                                                                                                                                                                                                                                                                                                                        2 1/2"
                                                                                                                                                                                                                                                                                                                             3
                                                                                                                                                                                                                                                                                                                                                                        1 3/8"

                                                                                                                                                                                                                                                                4'
                                                                                                                                                                                9'
                                                                                                                                                                                                                                                                                      4"                4"
                                                                                                                                                                                                                                                                                                                                                                      DETAIL 3 - MOTORCYCLES ONLY SIGN
K:\CAD Library\RTD S&D Drawings\Standard Drawings\SD-C108-MtrcyclPrkng.dwg, 10/15/2007 10:48:48 AM, mb12652, Bluebeam PDF9 Printer HighRes.pc3




                                                                                                                                                                                                                                        CONC. MOTORCYCLE                                                                                                  3           NTS
                                                                                                                                                                                                                                        POST
                                                                                                                                                                                                                                        (SEE DETAILS 1 & 2)
                                                                                                                                                                                                                                                                                                                       #3 REBAR 1'-9" LONG
                                                                                                                                                                                                                                                                           8"                                          (2 REQUIRED)

                                                                                                                                                                                                                                                                                                                       3/4" Ø STAINLESS STEEL
                                                                                                                                                                                                                                                                                                                       (2 REQUIRED ON EACH POST)
                                                                                                                                                                                                                                                                                                                                                                                                           HOT POURED JOINT SEALER
                                                                                                                                                                                                                                                                                                                                                                                                           OR SILICONE SEALANT 1/4"
                                                                                                                                                                                                                                                                                                                                                                                                           BELOW CONCRETE PAD
                                                                                                                                                                                                                                                                                                                      EXPANSION JOINT WITH                                                                 SURFACE.
                                                                                                                                                                                                                                                                           8"                                         SEALANT (SEE DETAIL 5)
                                                                                                                                                                                                                                                                                                                                                                                                                        PREFORMED
                                                                                                                                                                                                                                                                                                                        CONCRETE PAD                                                                                    JOINT MATERIAL

                                                                                                                                                                                                                                                                                                                                                                                                                            CONCRETE PAD

                                                                                                                                                                                                                                                                                                                                                                                          1/2"
                                                                                                                                                                                                                                                                                                                                                         CONCRETE
                                                                                                                                                                           6' SIDEWALK                                                                                                                                                                   MOTORCYCLE
                                                                                                                                                                                                                                                                                                                                                         POST
                                                                                                                                                                                                                                                                                                                                                                                                               4" MIN
                                                                                                                                                                                                      PLAN VIEW                                                                                                                          4

                                                                                                                                                                                                                                                               3'-0"                                                  CONCRETE POST
                                                                                                                                                                                                                                                                                                                                                                                       1/2"


                                                                                                                                                                                                                                                                                                                   #3 REBAR 6'-6" LONG W/3" CLR.
                                                                                                                                                                                                                                                                                                                   (4 REQUIRED)



                                                                                                                                                                                                                                                                                                                                                                                 DETAIL 5 - EXPANSION JOINT
                                                                                                                                                                                                                                                                                                                                                                          4      NTS


                                                                                                                                                                                                                                                                                            ELEVATION

                                                                                                                                                                                                                                                                                DETAIL 2 - CONC. MOTORCYCLE POST
                                                                                                                                                                                                                                                                       2        NTS



                                                                                                                                                                                                                     JAM      3/01/05   CGG      3/30/05        AS SHOWN                                                                                                                                                         SHEET
                                                                                                                                                                                                                     SMPM     3/01/05   SAS      3/30/05                                                                                                     STANDARD DRAWING                                                  REFERENCE
                                                                                                                                                                                                                                                                                                                                                                                                                                NUMBER:
                                                                                                                                                                                                                                                           0                                                                                          REGIONAL TRANSPORTATION DISTRICT
                                                                                                                                                                                                                                                                                                                                                                                                                               SD-C108
                                                                                                                                                                                                                                                                                                                                                                             CIVIL
                                                                                                                                                 NO.                   REVISIONS                 BY     DATE
                                                                                                                                                                                                                                                                                                                                                                      MOTORCYCLE PARKING                                      SHEET 11 OF 32
                                                                                                                                                                            END                                                                                                                                                                                                        LINE                                                              CORNER
                                                                                                                                                                            POST                                                                                     ALL POST SPACING                                                                                                  POST                                                               POST
                                                                                                                                               BRACE                                                 10'-0" MAX.                                                        10'-0" MAX.
                                                                                                                                               BAND                                                                                                                                                                                                      RAIL SPLICE
                                                                                                                                                                                          RAIL END

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           TOP RAIL


                                                                                                                                                                                                            TENSION
                                                                                                                                                                                                            BAND

                                                                                                                                                                                                                             BRACE &                                11 GA. WIRE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                LINE
                                                                                                                                                                                                                             TRUSS                                  FASTENERS
                                                                                                                                                                                                                                                                                                                                                                                                                                     TENSION BAND                                                               POST
                                                                                                                                                                                                             BRACE           BAND                                                                                                                                                                                                    & STRETCHER BAR
                                                                                                                                                                                                             RAIL
                                                                                                                                                 FABRIC HEIGHT H




                                                                                                                                                                                                                                                                                                                                                                                                                                            BRACE RAIL
                                                                                                                                                                    H/2




                                                                                                                                                                                                                                                                                            9 GA. HOG
                                                                                                                                                                                                                                                     7 GA. TENSION                          RINGS
                                                                                                                                                                                                                     3/8" TRUSS ROD
                                                                                                                                                                                                                                                     WIRE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                            FERRULE




                                                                                                                                                                                                                                                                                                                                      4" MAX.


                                                                                                                                                                                                                                                                                                                                                    3" MAX.
                                                                                                                                                                                               12" DIA. CONCRETE BASES
                                                                                                                                                                                             (SEE TABLE ON SHT SD-C109C)
                                                                                                                                                 3" MAX.




                                                                                                                                                                                                                                                                                                                                                                                                             TIGHTENER OR TURNBUCKLE
                                                                                                                                                                                                                                                                                                                                                                                                             (SEE DETAIL 2 ON SHEET SD-C109B)


                                                                                                                                                                          3" CLR.
K:\CAD Library\RTD S&D Drawings\Standard Drawings\SD-C109A-FncDtls I.dwg, 10/15/2007 10:49:05 AM, mb12652, Bluebeam PDF9 Printer HighRes.pc3




                                                                                                                                                                                                                                                                                                                                                                       END                            LINE                                      CORNER
                                                                                                                                                                                                                                         BEND ENDS                                                  CHAIN LINK FENCE                                                   POST                           POST 45                                    POST
                                                                                                                                                                                                                                         (TOP AND BOTTOM)                                   1       NTS

                                                                                                                                                                                                                                                                                                                                                                                                                      4"




                                                                                                                                                                                                                                                                                                                                                                                                                                      12"
                                                                                                                                                                                                                                                                                                                                                                                                                           4"
                                                                                                                                                                                                                                                                                                                                                                                                                                4"                            TREAT CORNER
                                                                                                                                                                                                                                                                                                                                                                                                                                                              THIS WAY OR LIKE
                                                                                                                                                                                                                                                                                                                                                                                                                  TOP RAIL                                    END POST AT LEFT



                                                                                                                                                                                                              KNUCKLED SELVAGE                                                                                                                                                                      BARBED WIRE TOP
                                                                                                                                                                                                     2        NTS                                                                                                                                                                             3     NTS                                                  GENERAL NOTES:
                                                                                                                                                                                                                                                                                                                                                                                                                                                         1. "H" (HEIGHT OF FABRIC) SHALL BE 72".
                                                                                                                                                                                                                                                                                                                                                                                                                                                            CHAIN LINK FABRIC SHALL BE 2" MESH NO. 9 GAGE GALVANIZED WIRE
                                                                                                                                                                                                                                                                                                                                                                                                                                                            SECURELY FASTENED TO TENSION WIRE, LINE POSTS, RAILS, BRACES AND
                                                                                                                                                                                                                                                                                                                                                                                                  SERVIT CONNECTOR                                          STRETCHER BARS SPACED AS SHOWN HEREON. WIRE FASTENERS AND
                                                                                                                                                                                                                                                                                                                                                                                                  (TYP)                                                     TIE CLIPS SHALL BE NO. 11 GAGE (W&M) GALVANIZED STEEL WIRE OR NO. 7
                                                                                                                                                                                                                                                                                                                                                                                                                                                            GAGE (B&S) ALUMINUM WIRE, AND HOG RINGS SHALL BE NO. 9 GAGE ALL
                                                                                                                                                                                                                                                                                                                                                                                                                                                            IN CONFORMANCE WITH ASTM F626.
                                                                                                                                                                                                                                                                                                                                                                                                                                                         2. TENSION WIRE SHALL BE CONTINUOUS BETWEEN END OR CORNER POST
                                                                                                                                                                   UP TO BARBED WIRE
                                                                                                                                                                                                                                                                                                                                                                                                                                                            AND LINE BRACE POST. A TURNBUCKLE OR OTHER APPROVED TIGHTENING
                                                                                                                                                                                                                                                                                                        2/0 BARE CU. WIRE (TYP)                                                                                                                             DEVICE SHALL BE USED FOR EACH CONTINUOUS SPAN OF TENSION WIRE.
                                                                                                                                                                                                                                                                                                                                                                                                                                                         3. CONCRETE FOOTINGS SHALL HAVE TOPS CROWNED AT GROUND LEVEL
                                                                                                                                                                                                               2/0 BARE CU. WIRE (TYP)                                                                      FENCE FABRIC                                                                                                                                    AND SHALL BE OF CLASS B CONCRETE.
                                                                                                                                                                                                                                                                                                                                                                                                                                                         4. TERMINATION OF FENCE AT BRIDGES OR OTHER STRUCTURES SHALL BE
                                                                                                                                                                                                                                                                                                                                                              FENCE FABRIC                                                                                  AS SHOWN ON PLANS.
                                                                                                                                                                                                                   BURNDY TYPE 'GG' CONNECTOR
                                                                                                                                                                                                                   W/BURNDY TYPE 'B' FLEXIBLE                                                                                                                                                                                                            5. FENCE SHALL BE CONSTRUCTED WITH ROUND PIPE COMPONENTS.
                                                                                                                                                                                                                   WIRE BRAID OR EQUAL                                                  BURNDY TYPE 'GD'                                                                                                                                                 6. BARBED WIRE TOP SHALL BE INSTALLED ON ALL 72" CHAIN LNK FENCE AND
                                                                                                                                                                                                                                                      FENCE POST                        OR EQUAL                                                                    BURNDY TYPE 'GD'                2/0 BARE CU. WIRE (TYP)                                 IT SHALL SLOPE OUT 45 DEGREES. BARBED WIRE OVER GATES SHALL NOT
                                                                                                                                                                                                                                                                                                                                                                    OR EQUAL                                                                                BE SLOPED.
                                                                                                                                               FABRIC SPREADER                                                                                                                                                                                                                                      BURNDY S 'QA62B' OR EQUAL
                                                                                                                                               (TYP)                                                                                                                                                                                                                FABRIC SPREADER                                                                      CONSTRUCTION NOTES:
                                                                                                                                                                                                                                                            GRADE                        2/0 BARE CU.WIRE
                                                                                                                                                BURNDY S 'QA62B'                                                                                                                                                                                                                                                                                         1. LAYOUT OF POST LOCATIONS SHALL BE PERFORMED BY THE CONTRACTOR
                                                                                                                                                OR EQUAL                                                                                                                                 (TYP)
                                                                                                                                                                                                                             GRADE                                                                                                                                            GRADE                                                                         IN ACCORDANCE WITH THE INTENT OF THE CONTRACT PLAN. ALL SUCH
                                                                                                                                                                                                                                              4/0 CU. WIRE TO                                                                                                                                                                                               LAYOUTS AND DETAILS SHALL BE CHECKED AND APPROVED BY THE ENGINEER
                                                                                                                                                4/0 CU. WIRE TO                                                                               ADJACENT FENCE                                                                                                                                                                                                PRIOR TO THE ERECTION OF THE FENCE.
                                                                                                                                                ADJACENT FENCE                                                                                                                                                                                  4/0 CU. WIRE TO ADJACENT
                                                                                                                                                                                                      CADWELD CONNECTION                      POST OR GROUND                            CADWELD CONNECTION                                      FENCE POST OR GROUND                                                                                     2. SUBMIT LOCATIONS OF GROUND RODS FOR REVIEW AND APPROVAL BY THE
                                                                                                                                                POST OR GROUND                                                                                ROD (TYPICAL)                                                                                                                                                                                                 ENGINEER. PROVIDE A MINIMUM OF THREE (3) GROUND RODS AT EACH
                                                                                                                                                                                                                                                                                                                                                ROD (TYPICAL)                                 CADWELD CONNECTION
                                                                                                                                                ROD (TYPICAL)                                                                                                                                                                                                                                                                                               LOCATION.
                                                                                                                                                                                                                                                                                                                                                                                                                                                         3. ATTACH FABRIC TO ALL FENCE & GATE STRUCTURES AT 12" INTERVALS
                                                                                                                                                                                                                                                                                                                                                                                                                                                            VERTICALLY & AT 20" HORIZONTALLY.
                                                                                                                                                                                    GATE GROUNDING (TYP)                                               FENCE POST GROUNDING (TYP)                                                                             FENCE FABRIC & BARBED WIRE GROUNDING (TYP)
                                                                                                                                                                             4      NTS                                                         5      NTS                                                                               6                    NTS



                                                                                                                                                                                                                                                             JAM           3/01/05               CGG             3/30/05                          NTS                                                                                                                                                                    SHEET
                                                                                                                                                                                                                                                             SMPM          3/01/05               SAS             3/30/05                                                                                                                           STANDARD DRAWING                                                    REFERENCE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        NUMBER:
                                                                                                                                                                                                                                                                                                                                  0                                                                                                         REGIONAL TRANSPORTATION DISTRICT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    SD-C109A
                                                                                                                                                                                                                                                                                                                                                                                                                                                                     CIVIL
                                                                                                                                               NO.                                    REVISIONS                            BY          DATE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                FENCE DETAILS I                                     SHEET 12 OF 32
                                                                                                                                                                                                   ATTACH FABRIC TO ALL FENCE
                                                                                                                                                                                                   & GATE STRUCTURES AT 12"                                                            3/4" x 14 GA.        3/4" X 12 GA.
                                                                                                                                                                                                   INTERVALS VERTICALLY & 20"                    3/16" x 3/4"
                                                                                                                                                                                                   HORIZONTALLY                                  STRETCHER
                                                                                                                                                                                                                                                 BAR                                               AT END                                                                                                                            7/8" TURNBUCKLE
                                                                                                                                                          STRAIN
                                                                                                                                                           POST                                                                                                                                    POSTS                                                                                   OFFSET
                                                                                                                                                                                                             END
                                                                                                                                                                                                                                                                                                                                                                                           TIP
                                                                                                                                                                                                             POST                                                                                                                                                    STRAIGHT
                                                                                                                                                                                                                                                                                                                                                                     TIP                                3/8"
                                                                                                                                                                                                                                                                                                                                                                                                       HOOK
                                                                                                                                                                                                                                                                                             SIZE OF HOLE IS                         BRACE                                              3/8" Ø
                                                                                                                                                  HINGE                                                                                                                TENSION BANDS        3/8" x 1/2", TYPICAL                                                                        HOLE
                                                                                                                                                                                                                                                                                                                                     BANDS
                                                                                                                                                                                                                                                                                          FOR ALL BANDS SHOWN
                                                                                                                                                                                                                                                                                                 7/8" X 12 GA.                                                                                                      11 GA.
                                                                                                                                                                                                                                                                                                                                                                              RAIL                             TIGHTENER
                                                                                                                                                                                                                                                                                                                                                                              ENDS

                                                                                                                                                                                                                       LATCH                                                                           AT CORNER
                                                                                                                                                                                                                                                                                                         POSTS

                                                                                                                                                                                                                                                                                                                                                                            BRACE &
                                                                                                                                                                                                                                                                                                                                                                          TRUSS BANDS
                                                                                                                                                                                                                                                                                                 7/8" X 12 GA.




                                                                                                                                                                                                                               6'-0"
                                                                                                                                                                                                                                                                                                                                                                                                 3/8" NUT                                 3/8" TRUSS
                                                                                                                                                                                                                                                                                                                                                                                                    HERE                                      ROD


                                                                                                                                                                                                                        HORIZONTAL
                                                                                                                                                                                                                        BRACE RAIL                                                                                                                                                                                                                                             MAY BE
                                                                                                                                                                                                                        & 3/8" Ø                                                                       AT LINE BRACE                                                                                3/8" HOOK FOR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                              PLAIN OR
                                                                                                                                                                                                                        TRUSS ROD.                                                                        POSTS                                                                                     USE WITHOUT                                                              ORNAMENTAL
                                                                                                                                                                                                                                                                                                                                                                  7/8" X 12
                                                                                                                                                                                                                                                                                                                                                                                                    A BOLT THRU
                                                                                                                                                                                                                                                                                                                                                                     GA.                            EXTRA HOLE
                                                                                                                                                                                                                                                                                                                                             USE 5/16" x 1 1/4"
                                                                                                                                                                                                                                                                                                                                             CARRIAGE BOLTS
                                                                                                                                                                                                                                                                                                                                             FOR ALL BANDS
                                                                                                                                                                                                                                                                                                                                             SHOWN.


                                                                                                                                                                                                                                                                                                                          1" X 11 GA.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                             CAP ALL OPEN
                                                                                                                                                                                                                                                                                                                             THREE                                                                                                                                            PIPE TOPS
                                                                                                                                                                                                                                                                                                                             WAY
K:\CAD Library\RTD S&D Drawings\Standard Drawings\SD-C109B-FncDtls II.dwg, 10/15/2007 10:49:21 AM, mb12652, Bluebeam PDF9 Printer HighRes.pc3




                                                                                                                                                                                                                                                                                                                                                   3/8" HOOK FOR
                                                                                                                                                                                                                                                                                                                                                   USE WITH A
                                                                                                                                                                                                                                                                                                                                                   BOLT THRU
                                                                                                                                                  HINGE                                                                                                                                                                                            EXTRA HOLE
                                                                                                                                                                                         6" MAX.




                                                                                                                                                                                                                                                                                                            2       NTS                    (DIMENSIONS SHOWN ARE MINIMUMS)

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                1/4" BAR




                                                                                                                                                                                                                                                                                                                                                                                                                                6"
                                                                                                                                                                                                                                                                                                                                                                                                                             5.6
                                                                                                                                                                                      3'-0"                            GATE FRAMES
                                                                                                                                                                                                                       SEE DETAIL 4                                                                                                                                                                                                                                                                    4"
                                                                                                                                                                                                                                                                                                                             BENT GATE
                                                                                                                                                                                                                                                                                                                             FRAME
                                                                                                                                                                          1        WALK GATE                                                                                                                                                                                                                                                3/8" X 3/4" SLOTS
                                                                                                                                                                                   NTS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               12 GAUGE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 FOLD
                                                                                                                                                                                                                                                                      AIL




                                                                                                                                                                                                                                                                                                                                                                                                                    6"
                                                                                                                                                                                                                                                                    PR




                                                                                                                                                                                                                                                                                                                                                                                                                 5.6
                                                                                                                                                                               CRIMP MINIMUM                                                                      TO
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      SHORT ARM 4"
                                                                                                                                                                                    1/8 " DEEP                    6"                                                                                                         WELDED GATE                                                                                                                                                 SHALL




                                                                                                                                                                                                                                                                                                                                                                                                                                                                         °
                                                                                                                                                                                                                                                                                                                             FRAME                                                                                                                                                                              AT MFGR'S




                                                                                                                                                                                                                                                                                                                                                                                                                                                                       45
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     SUPPORT 200
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     LB TEST LOAD                OPTION

                                                                                                                                                                                                     3"
                                                                                                                                                                                                                                                                                                                                                                                                                                               CONSTRUCTION
                                                                                                                                                                                                                                                                                                                                                                                                                                                MAY BE ONE                      1/4" X 1 1/4" BUTTON
                                                                                                                                                                                                                                                                                                                                                                                                                                               OR TWO PIECE                     HEAD BOLT




                                                                                                                                                                                                                                                                                                                                                                                                                                                                        °
                                                                                                                                                                                                                                                                                                                                                                                                                                                                      45
                                                                                                                                                                                                                                            N.                                                                                                                                                                                                                                                 1 3/4" I.D.
                                                                                                                                                                                        IL                                                MI                                                                                 GATE FRAME
                                                                                                                                                                                                                                       1" P
                                                                                                                                                                                      RA                                                 GA
                                                                                                                                                                                                                                                                                                                             CONSTRUCTED WITH
                                                                                                                                                                                 T OP                                                                                                                                        STANDARD PLUMBING
                                                                                                                                                                                                                                                                                                                             FIXTURES
                                                                                                                                                                                                                          1 3/4" INSIDE DIAMETER x
                                                                                                                                                                                                                          17 GA. GALVANIZED TUBE
                                                                                                                                                                           .
                                                                                                                                                                         .D
                                                                                                                                                                       "O
                                                                                                                                                                   1.66




                                                                                                                                                                                                    3     NTS
                                                                                                                                                                                                                                                                                                                             4       NTS
                                                                                                                                                                                                                                                                                                                                                                                                                                                         5      NTS
                                                                                                                                                                                                                   USE AT EACH MILL CUT
                                                                                                                                                                                                                (APPROX. 21 FT.) OF TOP RAIL


                                                                                                                                                                                                                                                                JAM         3/01/05               CGG              3/30/05                 NTS                                                                                                                                                                  SHEET
                                                                                                                                                                                                                                                                SMPM        3/01/05               SAS              3/30/05                                                                                                                     STANDARD DRAWING                                               REFERENCE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               NUMBER:
                                                                                                                                                                                                                                                                                                                                     0                                                                                                  REGIONAL TRANSPORTATION DISTRICT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             SD-C109B
                                                                                                                                                                                                                                                                                                                                                                                                                                                                      CIVIL
                                                                                                                                                NO.                            REVISIONS                                BY             DATE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                FENCE DETAILS II                             SHEET 13 OF 32
                                                                                                                                                                                                                                                                                                                                                                                                                               NOTES:
                                                                                                                                                                                                          INSTALL LONGER POSTS AS NEEDED                                                                                                      FENCE MATERIAL
                                                                                                                                                                                                          TO SUPPORT UPPER FENCE
                                                                                                                                                                                                                                                                                                                                                                                                                               1. FENCE POSTS INSTALLED THRU CONCRETE OR ASPHALT
                                                                                                                                                                                                                                                                                                                             FABRIC         END, CORNER & LINE               LINE       TOP & BRACE                               PAVEMENT SHALL HAVE SLEEVES IN ACCORDANCE
                                                                                                                                                                                                                                                                                                                             HEIGHT           BRACE POSTS                   POSTS          RAILS                                  WITH DETAIL 2
                                                                                                                                                                                                                                                                                                                           3' THRU 6'                2.5" I.D.              1.5" I.D.     1.25" I.D.
                                                                                                                                                                                                                                                                                                                           > 6' THRU 8'              2.5" I.D.              2.0" I.D.     1.25" I.D.                           2. INSTALLED FENCE POST SLEEVES AND ANCHORS SHALL
                                                                                                                                                                                                                                                                                                                           > 8' THRU 12'             2.5" I.D.              2.0" I.D.     1.25" I.D.                              BE PLUMB AND FREE FROM MOVEMENT.

                                                                                                                                                                                                                                                                                                                                                                                                                               3. FENCE POST SLEEVES, CORING AND ANCHORS SHALL BE
                                                                                                                                                                                                                                                                                                                                                                       CONCRETE                                                  CONSIDERED INCIDENTAL TO CHAIN LINK FENCE AND
                                                                                                                                                                                                                                                                                                                                                                         BASE                                                    WILL NOT BE PAID FOR SEPARATELY.

                                                                                                                                                                                                                                                                                                                                             DEPTH           DIA.            DEPTH            DIA.
                                                                                                                                                                                                                                                                                                                           3' THRU 4'          34"               12"            28"           12"
                                                                                                                                                       72" CHAIN LINK                                                                                                                                                      > 4' THRU 12'       40"               12"            40"           12"
                                                                                                                                                       FENCE FABRIC
                                                                                                                                                                                                                                                                                                                           ALL POSTS 3" CLEAR FROM BOTTOM OF
                                                                                                                                                                                                                                                                                                                           CONCRETE BASE


                                                                                                                                                                                                                                                                                                                                               GATE MATERIAL
                                                                                                                                                                                                                                                                                                                                   GATE FRAME
                                                                                                                                                                                                                                                                                                                              WIDTH         HEIGHT                     FRAME PIPE       BRACING PIPE

                                                                                                                                                                                                                                                                                                                           3' THRU 8'        3' THRU 6'                 1.25" I.D.        1.25" I.D.
                                                                                                                                                                                                                                                                                                                           > 8' THRU 23'     6'                         1.5" I.D.         1.25" I.D.
                                                                                                                                                                                                                                                                                                                           > 8' THRU 23'     > 6' THRU 12'              1.5" I.D.         1.5" I.D.



                                                                                                                                                                                                      TOP WALL                                                                                                                           ORDINARY PIPE
                                                                                                                                                                                                                                                                                                                            INSIDE       OUTSIDE         LB. PER           WALL
                                                                                                                                                  EXIST. RETAINING                                                                                                                                                        DIAMETER       DIAMETER         FOOT          THICKNESS
                                                                                                                                                  WALL
                                                                                                                                                                                                                           FENCE POST SLEEVE                                                                                 1.25"         1.66"          2.27"           0.140"
                                                                                                                                                                                                                           SEE DETAIL 2                                                                                      1.5"          1.90"          2.72"           0.145"
                                                                                                                                                                                                                                                                                                                             2.00"         2.375"         3.65"           0.154"
                                                                                                                                                                                                                                                                                                                             2.5"          2.875"         5.79"           0.203"
                                                                                                                                                                                                                                                                                                                             3.0"          3.50"          7.58"           0.216"
                                                                                                                                                                            DETAIL 1 - CHAIN LINK FENCE INSTALLATION                                                                                                         3.5"          4.0"           9.11"           0.226"
K:\CAD Library\RTD S&D Drawings\Standard Drawings\SD-C109C-FncDtls III.dwg, 10/15/2007 10:49:36 AM, mb12652, Bluebeam PDF9 Printer HighRes.pc3




                                                                                                                                                                            NTS
                                                                                                                                                                                                                                                                                                                             4.0"          4.5"           10.79"          0.237"
                                                                                                                                                                                                                                                                                                                             5.0"          5.563"         14.62"          0.258"
                                                                                                                                                                                                                                                                                                                             6.0"          6.625"         18.97"          0.280"
                                                                                                                                                                                                                                                                                                                             8.0"          8.625"         28.55'          0.322"




                                                                                                                                                                                                                        1/2"Ø HOLE FOR
                                                                                                                                                                                                                        3/8"Ø H.S. BOLT
                                                                                                                                                                                                                  2"
                                                                                                                                                                                          4"




                                                                                                                                                                                                                            EXISTING ASPHALT
                                                                                                                                                                                                                                                                                                                                                                                                                      1"
                                                                                                                                                                                                                            OR CONCRETE                                                                                                                                                                     2"             1/2"Ø HOLE FOR
                                                                                                                                                                                                                                                                                                                                                                                                                 2"        3/8"Ø H.S. BOLT
                                                                                                                                                                                                                                                                                                                                                                           1 3/8"Ø x 4" BAR (A572)     1"
                                                                                                                                                                                    18"




                                                                                                                                                                                                                                                                                                                                                                                                                           3/8"x6"x6" PLATE
                                                                                                                                                                                                                                                                                                                                                                                                                           (A572)
                                                                                                                                                                                                                                                                                                                  1"
                                                                                                                                                                                                                                                                                                       2"              1/2"Ø HOLE FOR
                                                                                                                                                                                                                                                                                                            2"         3/8"Ø H.S. BOLT
                                                                                                                                                                                                                                                               1 3/8"Ø x 4" BAR (A572)        1"
                                                                                                                                                                                                                                                                                                                       3/8"x6"x6" PLATE
                                                                                                                                                                                                                                                                                                                       (A572)                                                                                              3/8"Øx4"

                                                                                                                                                                                                                       FENCE POST
                                                                                                                                                                                                                                                                                                                                   3/8"Øx4" HEADED
                                                                                                                                                                                                                                                                                                                                   ANCHOR STUD
                                                                                                                                                                                                                                                 HEADED ANCHOR STUDS &
                                                                                                                                                                                                                                                 BASE PLATE SHALL BE SET
                                                                                                                                                                                                                                                 SO AS NOT TO CONTACT                                                                                                                                                          OUTSIDE EDGE OF
                                                                                                                                                                                                                                                 ANY REINFORCING BARS                                                                                                                                                          RETAINING WALL
                                                                                                                                                                                                                                                                                                                                                                                                                               OR BALLAST CURB.
                                                                                                                                                                                                             3' LONG FENCE
                                                                                                                                                                                                             POST SLEEVE




                                                                                                                                                                                               FENCE POST SLEEVE                                                  FENCE ANCHORAGE ON CONCRETE PAD                                                                                       FENCE ANCHORAGE ON RETAINING WALL
                                                                                                                                                                                          2                                                                3      NTS                                                                                                       4           NTS
                                                                                                                                                                                               NTS




                                                                                                                                                                                                                                          JAM    3/01/05             CGG            3/30/05                 NTS                                                                                                                                                             SHEET
                                                                                                                                                                                                                                          SMPM   3/01/05             SAS            3/30/05                                                                                                                   STANDARD DRAWING                                            REFERENCE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                           NUMBER:
                                                                                                                                                                                                                                                                                                   0                                                                                                   REGIONAL TRANSPORTATION DISTRICT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                         SD-C109C
                                                                                                                                                                                                                                                                                                                                                                                                                                CIVIL
                                                                                                                                                 NO.                    REVISIONS                    BY          DATE
                                                                                                                                                                                                                                                                                                                                                                                                                           FENCE DETAILS                                 SHEET 14 OF 32
                                                                                                                                                                                                                                                                #4 X            TYP.                                                                                                                                                                    NOTES:
                                                                                                                                                                                                                                                                                                                                                                                                                                                        1. WATER QUALITY FACILITIES SHALL BE DESIGNED
                                                                                                                                                                                                                                                                         #4 X                                                                                                                                                                              IN ACCORDANCE WITH THE URBAN DRAINAGE AND
                                                                                                                                                                                                                                                                                                                                                                                                                                                           FLOOD CONTROL DISTRICT DRAINAGE CRITERIA
                                                                                                                                                                                                         VARIES                       6"                        3'-6"'                 6"   6"
                                                                                                                                                                                                                                                                                                                                                                                                                                                           MANUAL VOLUME 3 (UDFCD DCM, V3). THE DIMENSIONS
                                                                                                                                                                                                                                                                                                                                                                                                                                                           OF THE OUTLET STRUCTURE SHALL BE DETERMINED
                                                                                                                                                                                                                                                                                                                                                                                                                                                           BASED ON THE ENGINEER'S DESIGN.




                                                                                                                                                                                     6"
                                                                                                                                                                                                                                                                                                                                                                                                                                                        2. TRASH RACKS AND GRATES SHALL BE MOUNTED
                                                                                                                                                                                                                                                                                                                                                                                                                                                           USING STAINLESS STEEL HARDWARE. MOUNTING




                                                                                                                                                                                     6"
                                                                                                                                                                                                                                                                                                                                                                                                                                                           DEVICES SHALL BE ALUMINUM OR GALVANIZED
                                                                                                                                                                                                                                                                                                                                                                                                                                                           STEEL.
                                                                                                                                                                                                                                                                                                                                                                                                                                                        3. TRASH RACK SHALL BE STAINLESS STEEL,
                                                                                                                                                                                                                                                                                                                                                                                                                                                           ALUMINUM, OR GALVANIZED STEEL AND SHALL BE
                                                                                                                                                                                                                                                                                                                                                                                                                                                           DESIGNED IN ACCORDANCE WITH THE UDFCD
                                                                                                                                                                                                                                                                                                                                                                                                                                                           DCM, V3. TRASH RACK SHALL BE INSTALLED TO




                                                                                                                                                                                                                  FULL HEIGHT
                                                                                                                                                                                                                                                                                                                                                                                                                                                           THE SAME HEIGHT AS THE WQCV PLATE.




                                                                                                                                                                                                                   OPENING
                                                                                                                                                                                                                                                                                                                                                                                                                                                        4. GRATE SHALL BE CONSTRUCTED OF ALUMINUM
                                                                                                                                                                                     3'-0"




                                                                                                                                                                                                                                                                                                                                                                                                                                                           OR GALVANIZED STEEL METAL GRATE WITH
                                                                                                                                                                                                                                                                                                                                                                                                                                                           MINIMUM 4"X4" OPENINGS. GRATES SHALL BE
                                                                                                                                                                                                                                                                                                                                                                                                                                                           MOUNTED SO THAT THE TOP SURFACE OF THE
                                                                                                                                                                                                                                                                                                                                                                                                                                                           GRATE IS FLUSH WITH THE TOP SURFACE OF THE
                                                                                                                                                                                                                                                                                                                                                                                                                                                           CONCRETE STRUCTURE, AND SHALL BE
                                                                                                                                                                                                                                                                                                                                                                                                                                                           SECURELY BOLTED TO THE TOP OF THE
                                                                                                                                                                                                                                                                                                                                                                                                                                                           STRUCTURE.
                                                                                                                                                                                                                                                                                                                                                                                                                                                        5. CONTRACTOR TO PROVIDE SHOP DRAWINGS
                                                                                                                                                                                                                                                                                                                                                                                                                                                           FOR ALL STRUCTURE HARDWARE AND FIXTURES.
                                                                                                                                                                                                                                                                                                                                                                                                                                                        6. OUTLET STRUCTURES THAT ARE TALLER THAN 5'
                                                                                                                                                                                     6"




                                                                                                                                                                                                                                                                                                           LOWER PAD FOOTING
                                                                                                                                                                                                                                                                                                                                                                                                                                                           REQUIRE A SPECIAL STRUCTURAL DESIGN.
                                                                                                                                                                                                                                                                                                           UPPER VERTICAL WALL OF
                                                                                                                                                                                     6"




                                                                                                                                                                                                                                                                                                           STRUCTURE


                                                                                                                                                                                                                                                  PLAN


                                                                                                                                                                                                                                                                                                      UPPER VERTICAL WALL OF
                                                                                                                                                                                                                                                                                                      STRUCTURE
K:\CAD Library\RTD S&D Drawings\Standard Drawings\SD-C110-WtrQlSdBsnOutltStrctr.dwg, 10/15/2007 10:57:48 AM, mb12652, Bluebeam PDF9 Printer HighRes.pc3




                                                                                                                                                                                                                                                                                                                                                                            WQCV ORIFICE PLATE.             OUTLET PIPE
                                                                                                                                                                                                                                                                                                      #4 X                                                                  (SEE DETAIL 3)
                                                                                                                                                                                  VARIES                                                                                                                                                      TRASH RACK




                                                                                                                                                                INV IN


                                                                                                                                                                                  VARIES



                                                                                                                                                                         0.5000

                                                                                                                                                                                                                                                                                                                                                                          PLAN
                                                                                                                                                                                  0.5000

                                                                                                                                                                                                                                9 - #4 X            , 8 EQ. SPACES


                                                                                                                                                                                                                                                                                       LOWER PAD FOOTING                                                                              3'-3" X 3'-3" GRATE
                                                                                                                                                                                                                                                ELEVATION



                                                                                                                                                                                                                                                #6 HOOP                  #4
                                                                                                                                                                                                                                                                                   #4 X                                                                                                                                   SLOTS FOR FITTING
                                                                                                                                                                                                         2 1/2" CLR                                                                                                                                                                                                       BOLTS                                                1/4" GALVANIZED STEEL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                               ORIFICE PLATE
                                                                                                                                                                                                                                                                                                                                                                          WQCV ORIFICE PLATE. (SEE
                                                                                                                                                                                                                                                                                                                                                                          DETAIL)
                                                                                                                                                                                                                                                                                   #4 X

                                                                                                                                                                                                                                                                                                                                     TRASH RACK
                                                                                                                                                                                                                                                                                   #4, TOT. 10
                                                                                                                                                                                                                                             OUTLET PIPE
                                                                                                                                                                                                            3" CLR
                                                                                                                                                                                                                                                                                                                        INV IN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                     CIRCULAR HOLES CENTERED IN PLATE.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                     CENTER LOWEST HOLE AT FLOOR OF
                                                                                                                                                                                                                                                                                                                                                                                                                                                                     STRUCTURE. HOLE SIZE AND SPACING
                                                                                                                                                                                                                                                                                                                                                                                                                                                                     PER ENGINEER'S DESIGN.
                                                                                                                                                                                                                                                                                                                                                                          ELEVATION
                                                                                                                                                                                                                                           5-#4, 4 EQ. SPACES

                                                                                                                                                                                                                                                END VIEW


                                                                                                                                                                                                                                REBAR PLACEMENT                                                                              WATER QUALITY SEDIMENTATION BASIN OUTLET STRUCTURE                                                                   WQCV ORIFICE PLATE
                                                                                                                                                                                                                1               NTS                                                                                   2      NTS                                                                                                              3   NTS



                                                                                                                                                                                                                                                                                CMD/BCO          3/01/05              CGG           3/30/05                1"=1'-0"                                                                                                                                 SHEET
                                                                                                                                                                                                                                                                                JJF              3/01/05              SAS           3/30/05                                                                                      STANDARD DRAWING                                                 REFERENCE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   NUMBER:
                                                                                                                                                                                                                                                                                                                                                  0            1      2      3                                            REGIONAL TRANSPORTATION DISTRICT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  SD-C110
                                                                                                                                                                                                                                                                                                                                                                                                                                                        CIVIL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                SHEET 15 OF 32
                                                                                                                                                          NO.                                REVISIONS                                     BY         DATE
                                                                                                                                                                                                                                                                                    TYP.
                                                                                                                                                                                                                                                                            #4 X                                                                                                                                                    NOTES:

                                                                                                                                                                                                                                                                                                                                                                                                                                    1. WATER QUALITY FACILITIES SHALL BE DESIGNED IN ACCORDANCE WITH THE URBAN DRAINAGE AND
                                                                                                                                                                                     VARIES                         1/2"     VARIES         1/2"     VARIES          1/2"   1/2"                                                                                                                                                    FLOOD CONTROL DISTRICT DRAINAGE CRITERIA MANUAL VOLUME 3 (UDFCD DCM, V3). THE
                                                                                                                                                                                                                                                                                                                                                                                                                                    DIMENSIONS OF THE OUTLET STRUCTURE INCLUDING ORIFICE SIZING SHALL BE DETERMINED BASED
                                                                                                                                                                                                                                                                                           #4                                                                                                                                       ON THE ENGINEER'S DESIGN.



                                                                                                                                                                     1/2"
                                                                                                                                                                                                                                                                                                                                                                                                                                    2. TRASH RACKS AND GRATES SHALL BE MOUNTED USING STAINLESS STEEL HARDWARE. MOUNTING

                                                                                                                                                                     1/2"
                                                                                                                                                                                                                                                                                                                                                                                                                                    DEVICES SHALL BE ALUMINUM OR GALVANIZED STEEL. GRATES SHALL BE SECURELY BOLTED TO THE
                                                                                                                                                                                                                                                                                                                                                                                                                                    TOP OF THE STRUCTURE.
                                                                                                                                                                                                                                                                                                                    FOR 1' - 10" X 3' - 8" GRATE LIP REST,
                                                                                                                                                                                                                                                                                                                   USE 1/4" X 2" X 2" GALVANIZED STEEL                 100-YEAR ORIFICE                                             3. TRASH RACK SHALL BE STAINLESS STEEL, ALUMINUM OR GALVANIZED STEEL AND DESIGNED IN
                                                                                                                                                                                                                                                                                                                             ANGLE BOLTED TO FACE OF                   PLATE (SEE DETAIL)                                           ACCORDANCE WITH UDFCD, DCM V3. TRASH RACK SHALL BE INSTALLED TO THE SAME HEIGHT AS THE
                                                                                                                                                                                                                                                                                                                           STRUCTURE, BOLTS @ 1' O.C.                                                                               WQCV PLATE.




                                                                                                                                                                                                  FULL HEIGHT
                                                                                                                                                                                                   OPENING
                                                                                                                                                                                                                                                                                                                                                                                                                                    4. GRATES SHALL BE CONSTRUCTED OF ALUMINUM OR GALVANIZED STEEL GRATE WITH 4"X4"
                                                                                                                                                                                                                                                                                                                                                                                                                                    OPENINGS. GRATES SHALL BE MOUNTED SO THAT THE TOP SURFACE OF THE GRATE IS FLUSH WITH
                                                                                                                                                                     3"




                                                                                                                                                                                                                                                                                                                                                                                                                                    THE TOP SURFACE OF THE CONCRETE STRUCTURE.

                                                                                                                                                                                                                                                                                                                                                                                                                                    5. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR ALL STRUCTURE HARDWARE AND FIXTURES.

                                                                                                                                                                                                                                                                                                                                                                                                                                    6. OULET STRUCTURES THAT ARE TALLER THAN 5' REQUIRE A SPECIAL STRUCTURAL DESIGN.
                                                                                                                                                                     1/2"




                                                                                                                                                                                                                                                                                           LOWER PAD FOOTING
                                                                                                                                                                                                                                                                                                                                                                                                                    OUTLET PIPE
                                                                                                                                                                                                                                                                                           UPPER VERTICAL
                                                                                                                                                                     1/2"




                                                                                                                                                                                                                                                                                           WALL OF STRUCTURE


                                                                                                                                                                                                                             PLAN

                                                                                                                                                                                                                                                         #4 @ 12" O.C.                                                                                                                                                                                                                            3/8" DIA. HILTI HDJ 3/8"
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  STAINLESS STEEL ANCHORS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  OR EQUIVALENT

                                                                                                                                                                                                                                                                                   UPPER VERTICAL
                                                                                                                                                                                                                                                                                   WALL OF STRUCTURE
                                                                                                                                                            VARIES
K:\CAD Library\RTD S&D Drawings\Standard Drawings\SD-C111-DtnPndOutltStrctr.dwg, 10/15/2007 10:58:02 AM, mb12652, Bluebeam PDF9 Printer HighRes.pc3




                                                                                                                                                                                                                     4*
                                                                                                                                                                                                                                                                                                                                                                                                                                        HT.
                                                                                                                                                                                                                                                                                   #4 X                                   TRASH                                        WQCV ORIFICE                 BLOCK OUT OPENING OR PLATE IN
                                                                                                                                                                                                                1
                                                                                                                                                                                                                                                                                                                          RACK                                         PLATE (SEE DETAIL)           FACE OF INLET WALL OPENING
                                                                                                                                                                                                                                                                                                                                                                                                    SIZE PER ENGINEER'S DESIGN.
                                                                                                                                                                                                                                                                                                                             ANGLE IRON
                                                                                                                                                            VARIES




                                                                                                                                                                            INV IN
                                                                                                                                                                                                                                                                                                                                                          PLAN
                                                                                                                                                                                                                                                                                                                                                          ( GRATES NOT SHOWN FOR CLARITY)
                                                                                                                                                            1/2"




                                                                                                                                                                                                                                                                                                                                                                                                                                                                  BOLT 1/4" GALVANIZED STEEL PLATE (ASTM
                                                                                                                                                                                                                                                                                                                                                                                            GRATE                                                                 A36) TO INSIDE FACE OF BOX OVER OUTLET
                                                                                                                                                            1/2"




                                                                                                                                                                                                                                                                                                                                                                                                                                                                  PIPE. PROVIDE A CLEAR DISTANCE FROM
                                                                                                                                                                                                                                                                                                                                         TOP STRUCTURE                                                                                                            FLOOR OF BOX TO BOTTOM OF PLATE PER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                  ENGINEER'S ORIFICE DESIGN.
                                                                                                                                                                                                                #4 X           12" O.C.                                            LOWER PAD                                                                                                               100-YEAR (OR MAJOR
                                                                                                                                                                                                                                                                                   FOOTING                                                                                                                 STORM) ORIFICE PLATE
                                                                                                                                                                                                                                                                                                                                 ANGLE IRON GRATE LIP REST                                                 (SEE DETAIL)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                     100 YEAR ORIFICE PLATE
                                                                                                                                                                                                                             ELEVATION                                                                                                                                                                                                                        4      NTS
                                                                                                                                                                                                                             * ADJUST TO MATCH POND SIDE SLOPE                                                                                     GRATE

                                                                                                                                                                                                                                                                                                                      TOP STRUCTURE D
                                                                                                                                                                                                                             #6 HOOP                #4
                                                                                                                                                                                                                                                                   #4 X
                                                                                                                                                                                     2 1/2" CLR
                                                                                                                                                                                                                                                                                                                                                                                                                                              SLOTS FOR
                                                                                                                                                                                                                                                                                                                                                                                                                   OUTLET PIPE
                                                                                                                                                                                                                                                                                                                                                                                                                                              FITTING BOLTS

                                                                                                                                                                                                                                                                   #4 X                                   INV IN



                                                                                                                                                                                                                                                                   #4, TOT. 10                                                                                                                                                                                                               1/4" GALVANIZED STEEL ORIFICE
                                                                                                                                                                                                                                                                                                                                                                      WQCV ORIFICE                                                                                                           PLATE.
                                                                                                                                                                                         3" CLR




                                                                                                                                                                                                                                                                                                                                                                      PLATE                   10-YEAR (OR MINOR STORM)
                                                                                                                                                                                                                                                                                                                                                                                              ORIFICE BLOCK OUT OR PLATE
                                                                                                                                                                                                                                                                                                                                                               TRASH                                                                                                                           CIRCULAR HOLES CENTERED IN PLATE.
                                                                                                                                                                                                                                                                                                                                                               RACK                                                                                                                            CENTER LOWEST HOLE AT FLOOR OF
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               STRUCTURE. HOLE SIZE AND SPACING PER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               ENGINEER'S DESIGN.
                                                                                                                                                                                                                                                                                                                                                          ELEVATION
                                                                                                                                                                                                                           #4, 12" O.C.


                                                                                                                                                                                                                            END VIEW


                                                                                                                                                                                                                REBAR PLACEMENT                                                                       DETENTION POND OUTLET STRUCTURE WITH WATER QUALITY FACILITIES                                                                                                  WQCV ORIFICE PLATE
                                                                                                                                                                                                  1             NTS                                                                         2         NTS                                                                                                                                                     3      NTS




                                                                                                                                                                                                                                                                             CMD/BCO            3/01/05               CGG             3/30/05                 AS SHOWN                                                                                                                                                          SHEET
                                                                                                                                                                                                                                                                             SMPM               3/01/05               SAS             3/30/05                                                                                                          STANDARD DRAWING                                                       REFERENCE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               NUMBER:
                                                                                                                                                                                                                                                                                                                                                      0                                                                                         REGIONAL TRANSPORTATION DISTRICT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              SD-C111
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 CIVIL
                                                                                                                                                                                                                                                                                                                                                                                                                                                  DETENTION POND OUTLET STRUCTURE W/ WATER QUALITY FACILITIES                SHEET 16 OF 32
                                                                                                                                                      NO.                            REVISIONS                                         BY          DATE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        NOTES:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        1. FOR PAYMENT PURPOSES, INLET STRUCTURES SHALL ALSO INCLUDE 2'-0"
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           CURB & GUTTER TRANSITION SECTION AT EACH END OF INLET PLUS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           SIDEWALK SECTIONS WHERE REQUIRED BEHIND INLET STRUCTURE AND
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           TRANSITION SECTIONS.
                                                                                                                                                                                                                                                                                                                                                             BACK OF SIDEWAKK                                                                                                                                                                                                           2. FLOOR SLOPE MAY BE POURED MONOLITHICALLY WITH BASE.
                                                                                                                                                                                                                                                                                                                                                                                                                                                      #5 x 3'-6" @45° EXTRA                                                                                                             3. Sc = SLOPE OF CONNECTOR = 1% MIN.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        4. UNLESS OTHERWISE SPECIFIED ON THE DRAWINGS OR OTHERWISE
                                                                                                                                                                                                                                                               CONTRACTION JOINT                                                                                                                                                                                                                                                                                                           APPROVED, ALL #13 INLETS SHALL BE CONSTRUCTED WITH AN
                                                                                                                                                                                                                                                                                                                                                #4 @ 12" (MAX.)                                                                                                                                                                                                                            ADJUDTABLE C.I. CURB BOX (S-716).
                                                                                                                                                                                                                                                                                       EXPANSION JOINT
                                                                                                                                                EXPANSION JOINT                                                                                                                                                                                 E.W. (TYP.)                          EXPANSION JOINT                                                                                                                                                                                    5. DESIGN CONDITIONS FOR INLET ALLOWS DEPTHS OF 5' (MAX). FOR INLETS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           MORE THAN 6 FEET IN DEPTH, SHOP DRAWINGS AND DESIGN ANALYSIS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     P)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   TY                                                      SHALL BE SUBMITTED FOR APPROVAL.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 .(




                                                                                                                                                                                                                                                 8"
                                                                                                                                                    BACK OF CURB
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                L                                                       6. ALL REINFORCING STEEL SHALL BE ASTM, A-615, GRADE 60 DEFORMED BARS.




                                                                                                                                                                                                                                                                                                                                1'-2"
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         C
                                                                                                                                                                                                                                                                                                                                                                                       TOP OF CURB                                                                                                                 2"                                                                      DIAMETER OF BEND MEASURED ON THE INSIDE OF THE BAR SHALL BE A
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           MINIMUM OF 6 BAR DIAMETER.
                                                                                                                                               TOP OF CURB
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        7. ALL WORK SHALL CONFORM TO AASHTO " STANDARD SPECIFICATIONS FOR




                                                                                                                                                                                                                                                                              3 1/2" CL (TYP)
                                                                                                                                                      F
                                                                                                                                                      L                                                                                                                                                                                                                                                                                                                                                                                                                                    HIGHWAY BRIDGES", FIFTEENTH EDITION, 1992.




                                                                                                                                                                                                                   4 1/2"




                                                                                                                                                                                                                                                                                                                                                                      7"
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        8. CONCRETE SHALL HAVE A 28 DAY COMPRESSIVE STRENGTH OF 4000 PSI.


                                                                                                                                                                                                          1 1/2"
                                                                                                                                                                                                                                                                                                                                                                                       F
                                                                                                                                                                                                                                                                                                                                                                                       L                                                                                                                                                                                                9. SUB-GRADE SHALL BE A GRADATION EQUAL TO CLASS B BEDDING




                                                                                                                                                                                                                                                 2'-6"
                                                                                                                                                                  A                                                                                                                                                                                                                                                                                                                   RCP                                                                                                  COMPACTED TO 95% MAXIMUM DRY DENSITY. AASHTO DESIGNATION T-180.




                                                                                                                                                                                                                                                                                                                                                   3'-10"
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        10. NO FORMWORK SHALL REMAIN INSIDE STRUCTURE WHEN COMPLETE.




                                                                                                                                                                                                                                                                                                                              1'-4" LAP (TYP)




                                                                                                                                                                                                                                                                                                                                                                      2'-0" GUTTER
                                                                                                                                                                                                                                        8"                            3'-4"                                           8"                                                                                                                                                                                                                                                                11. SUB-GRADE SHALL BE SHAPED UNDISTURBED MATERIAL OR OVEREXCAVATED
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            AND BACKFILLED WITH CLASS B BEDDING MATERIAL, COMPACTED PER WMD
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            SPECIFICATIONS.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        12. SPLICING OF REINFORCING STEEL SHALL BE PERMITTED ONLY WHERE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            DETAILED IN DRAWINGS.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          LEAN                                          13. INLET WALLS SHALL BE FORMED BOTH INSIDE AND OUTSIDE. CASTING OF
                                                                                                                                                                                           2'-0" TRANSITION                                      8"                                                                                                                                                                                                                                                                                       CONCRETE                                          SIDEWALLS AGAINST EARTH IS NOT PERMITTED.
                                                                                                                                                LIP OF GUTTER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          FILL                                          14. LEAN CONCRETE FILL TO BE f'c = 2000 PSI.
                                                                                                                                                                                                                                                                                                              RCP             2'-0" TRANSITION                                                                                                                                                                                                                                          15. THE TRANSITION BETWEEN GUTTER FL ELEVATION AND GRATE ELEVATION
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            DROPS 2".
                                                                                                                                                                                                                                                                                                                                                                                                                                                         2'-9"
                                                                                                                                                                                                                                                                      4'-8"                                                                        LIP OF GUTTER                                                                           #5 x 8"                @45° EXTRA


                                                                                                                                                                                                                                                                                                                                                                                                                           DETAIL 1 - REBAR PLACEMENT AROUND CONNECTOR
                                                                                                                                                                                                                                             PLAN VIEW                                                                                                                                                                     NTS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               TOP OF CURB
                                                                                                                                                                                                                                       VERTICAL CURB & GUTTER                                                                                                                                                                                                                                                                                  EXPANSION JOINT
                                                                                                                                                                                                                                       NTS
K:\CAD Library\RTD S&D Drawings\Standard Drawings\SD-C112-Typ13Inlt.dwg, 10/15/2007 10:58:17 AM, mb12652, Bluebeam PDF9 Printer HighRes.pc3




                                                                                                                                                                                                                                                                                                                                                                                                                                                        2'-0"               6"          8"
                                                                                                                                                                         EXPANSION                                                                                                                                                                          EXPANSION JOINT                                                                                     1 1/2"                                                                            SIDEWALK
                                                                                                                                                                                                      TOP OF CURB                                                      TOP OF ADJUSTABLE CURB BOX
                                                                                                                                                                         JOINT
                                                                                                                                                                                                                                                                       (S-716)                                                                                                                   PAVEMENT
                                                                                                                                                                                                                                                                                                                                                             TOP OF CURB
                                                                                                                                                                                                                                                                                                               FLOW DIRECTION                                                                                             GROUT                                                                                                                                                    COMB. CURB, GUTTER & SIDEWALK
                                                                                                                                                                                                                                                                                                                                                                                                                                                     LIP OF GUTTER
                                                                                                                                                                 2"




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                'T'
                                                                                                                                                       8"




                                                                                                                                                                                                                                                                                                6"




                                                                                                                                                F                                                                                      'T'               'T'                                                                                                      F                                  1 7/8"                                                                                                                                                                    ' T ' = THROAT OPENING
                                                                                                                                                L                                                                                                                                                                                                                 L
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 2- #5




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      2" CL.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               (TYP)
                                                                                                                                                                                                                                                                                                                                                                                                                    12"                                                                                                                                                        ' T ' = 6" FOR VERTICAL CURB & GUTTER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               ' T ' = 5" FOR COMBINATION CURB GUTTER & SIDEWALK
                                                                                                                                                                                                                                                                                                     2"




                                                                                                                                                                                                                                                                                                                                                                                                                                                      GRATE F
                                                                                                                                                                                                                                                                                                                                                                                                                                                            L




                                                                                                                                                                                                                                                                                                                                                                                                                                                                           2"
                                                                                                                                                                                                                                                                                                                                                                                                                                                    ELEVATION




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    1'-0 1/2"
                                                                                                                                                                      2'-0" TRANSITION                                                       NO. 13 GRATE                                                     2'-0" TRANSITION
                                                                                                                                                                                                                    2" CL. (TYP.)




                                                                                                                                                                                                                                             & FRAME                                                                                                                                                                                                CONSTRUCTION JOINT



                                                                                                                                                                                                                                                                                                                                                                                                                                   8"                       2'-6"                           8"
                                                                                                                                                                                                     8"                                              3'-4"                                           8"
                                                                                                                                                                                                                                                                                                          3 1/2" CL. (TYP.)                                                                                                                             3 1/2" CL. (TYP.)
                                                                                                                                                       4'-11"




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          NOTE:
                                                                                                                                                                                                                                    LEAN                                                                                                                                                                      RCP
                                                                                                                                                                #4's @ 12" (MAX.)                                                   CONCRETE                                                                     #4's @ 12" (MAX.)                                                                                                                                                                                                                                        CONTRACTOR TO NOTCH &
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   #4's @ 12" (MAX.)
                                                                                                                                                                      E.W. (TYP.)                                                   FILL                                                                         E.W. (TYP.)                                                                                                                                                                                                                                              BLOCK OUT AROUND PIPE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            8"
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          OPENING AND FORM SMOOTH
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          8"                              RADIUS AROUND PIPE WITH




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 1'-4" LAP (TYP)
                                                                                                                                                                       1'-4" LAP (TYP)




                                                                                                                                                                                                                                                                                                                                                                                                                                                       INVERT OUT                                                                                                         NON SHRINK GROUT.                         3"
                                                                                                                                                                                                                                                                                                                                                                                                                                                       ELEVATION
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        NOTE:                                                            GROUT
                                                                                                                                                                                                                                                                     1% (TYP)                                                                                                                    C
                                                                                                                                                                                                                                                                                                                                                                                                 L                                                              1% (TYP)                                                                                TURN INTO PLANE
                                                                                                                                                                                                                                                                                                                                                                                                                          Sc                                                                                                                            OF WALL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         3" RADIUS
                                                                                                                                                                                                                                                                                                                              BACKFILL AROUND STRUCTURE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       #4 VERTICAL WALL                                             C RCP
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    L
                                                                                                                                                                                                                                                                                                                              TO BE HAND TAMPED IN 6"                                                                                                   LEAN CONCRETE FILL
                                                                                                                                                                                                                                                                                                                              LIFTS. (BACKFILL METHOD B)                                                                                                                                                                                               BAR (BACK WALL)                                                               LEAN CONCRETE FILL




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 8"
                                                                                                                                                       8"




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          Sf
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       Sc

                                                                                                                                                                                                                                                                                                                                                                                                                                                         CONSTRUCTION

                                                                                                                                                                                                                                                                                                                                                                                                                                            3" CL
                                                                                                                                                                                                                     3" CL




                                                                                                                                                                                                                                                                    #4's @ 12" (MAX.)                                 CONSTRUCTION JOINT                                                                                                                 JOINT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 BASE SLAB




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      8"
                                                                                                                                                                                                                                                                    E.W. (TYP.)
                                                                                                                                                                                                                                             4'-8 1/16"                                                                                                                                                                                                     3'-10"

                                                                                                                                                                                                                                                                              SUITABLE SUBGRADE
                                                                                                                                                                                                                                                                              (SHAPED UNDISTURBED
                                                                                                                                                                                                                                      SECTION A                               MATERIAL SEE NOTE 11)                                                                                                                                                   SECTION B                                                                                                                   DETAIL 2 - OPTIONAL CONNECTOR OUTLET
                                                                                                                                                                                                                                      NTS                                                                                                                                                                                                             NTS                                                                                                                         NTS




                                                                                                                                                                                                                                                                                                                    JAM                                 3/01/05                            CGG            3/30/05                       AS SHOWN                                                                                                                                                                                                             SHEET
                                                                                                                                                                                                                                                                                                                    SMPM                                3/01/05                            SAS            3/30/05                                                                                                                                                                 STANDARD DRAWING                                                         REFERENCE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            NUMBER:
                                                                                                                                                                                                                                                                                                                                                                                                                               0                                                                                                                                           REGIONAL TRANSPORTATION DISTRICT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           SD-C112
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   CIVIL
                                                                                                                                              NO.                                        REVISIONS                                                       BY          DATE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         COMBINATION TYPE 13 INLET                                        SHEET 17 OF 32
K:\CAD Library\RTD S&D Drawings\Standard Drawings\SD-C113-BcyclPrkngStrg.dwg, 10/15/2007 10:58:31 AM, mb12652, Bluebeam PDF9 Printer HighRes.pc3




                                                                                                                                                                                 JAM    3/01/05   CGG   3/30/05       AS SHOWN                                         SHEET
                                                                                                                                                                                 SMPM   3/01/05   SAS   3/30/05                         STANDARD DRAWING             REFERENCE
                                                                                                                                                                                                                                                                      NUMBER:
                                                                                                                                                                                                                  0              REGIONAL TRANSPORTATION DISTRICT
                                                                                                                                                                                                                                                                     SD-C113
                                                                                                                                                                                                                                                 CIVIL
                                                                                                                                                   NO.   REVISIONS   BY   DATE
                                                                                                                                                                                                                                       BICYCLE PARKING - STORAGE    SHEET 18 OF 32
                                                                                                                                                                                                                                                                                                                                             3 1/2"
                                                                                                                                                                                                                                                                                                                                  3/4"




                                                                                                                                                                                                                                                   A




                                                                                                                                                                                                                                                                                                                                             4"
                                                                                                                                                                                                                                                   TS
                                                                                                                                                                                                                                                                                                                                                      1"Ø x 1 " DEEP
                                                                                                                                                                                                                        8'-0"                                                                                                                         COUNTERSINK




                                                                                                                                                                                                                                                                                                                     4'-0"
                                                                                                                                                                                     1'-0"                                                                                                                                                            4 PLACES (TYP)
                                                                                                                                                                                                                                7'-0"




                                                                                                                                                                                                                                                                                                                                             2'-8"
                                                                                                                                                                                                                                                             4"
                                                                                                                                                                                                                                                         3 1/2"
                                                                                                                                                                                                  1'-6"




                                                                                                                                                                                                                                                                         3 1/2"
                                                                                                                                                                                                                                                                  1"
                                                                                                                                                                                                                FEDERAL TRANSIT
                                                                                                                                                              1'-4"




                                                                                                                                                                                                                                                                                  4"
                                                                                                                                                                                                                ADMINISTRATION




                                                                                                                                                                                                                                                        4"




                                                                                                                                                                                                                                                                                                                                             4"
                                                                                                                                                                                             6"           2'-2"




                                                                                                                                                                                                                                                             2"
                                                                                                                                                                                                                                                                  1"
                                                                                                                                                                                4"




                                                                                                                                                                                                                                                                        2"

                                                                                                                                                                                                                                                                                    3"
                                                                                                                                                                                                                  PROJECT NAME
                                                                                                                                                      4'-0"

                                                                                                                                                              1'-4"




                                                                                                                                                                                8"




                                                                                                                                                                                                                  RTD PROJECT NO. XXXXX
                                                                                                                                                                                                                                                                                                                                                                                                                                                         NOMINAL 4" X 4" WOOD
                                                                                                                                                                       5 1/2"                                                                                                                                                                                                             3/4" EXTERIOR GRADE                                            POST




                                                                                                                                                                                                                                                        4"
                                                                                                                                                                                                                                                                                                                                                                                          CDX PLYWOOD

                                                                                                                                                                                             IMPROVEMENTS SPONSORED BY
K:\CAD Library\RTD S&D Drawings\Standard Drawings\SD-C114-FtaPrjctSgn.dwg, 10/15/2007 10:58:46 AM, mb12652, Bluebeam PDF9 Printer HighRes.pc3




                                                                                                                                                                                                                                                                                                            12'-0"

                                                                                                                                                                                                                                                                                                                     4'-0"
                                                                                                                                                                                                                                                                                             1 1/2"
                                                                                                                                                                                             REGIONAL TRANSPORTATION DISTRICT
                                                                                                                                                              1'-4"




                                                                                                                                                                                                                                                                                               2"
                                                                                                                                                                                                                                                                                                                                                                                                                                                         RECESSED NUT & BOLT




                                                                                                                                                                                                                                                                                         1 1/2"
                                                                                                                                                                                                                                                                                                                                                                                                                                                         AS SHOWN. CUT OFF




                                                                                                                                                                                                                                                                                          2"
                                                                                                                                                                                                                                                                                                                                                                                                                                                         EXCESS BOLT BEYOND




                                                                                                                                                                                                                                                                                    2"
                                                                                                                                                                                                                                                                                                                                                            COMPACTED                                                                                    HEAD OF NUT.
                                                                                                                                                                                                                                                                                                                                                            SOIL




                                                                                                                                                                                                                                                                           3 1/2"
                                                                                                                                                                      4 1/2"




                                                                                                                                                                                                                                                                       3 1/2"
                                                                                                                                                                                                                                                                                                                                                                        5/8" x 5" CADMIUM PLATED CARRIAGE BOLT.
                                                                                                                                                                                          2'-0"                                       1'-0"
                                                                                                                                                                                                                                                                                                                                                                        TOUCH UP BOLT HEAD WITH PAINT TO MATCH
                                                                                                                                                                                     TO CENTERLINE                               TO CENTERLINE                                                                                                                          SURROUNDING AREA & GRAPHICS.
                                                                                                                                                                                        OF POST                                     OF POST                            1'-0"                                                                              GRADE
                                                                                                                                                      4'-0"




                                                                                                                                                                                                                                                                                                                     4'-0"
                                                                                                                                                                                 GRADE


                                                                                                                                                                                                                                                                                                                                                                                                                  3/4"             3 1/2"




                                                                                                                                                                                                                                                                                                                                                                                                                             SECTION
                                                                                                                                                                                                                                                                                                                                                                                                                         A   NTS


                                                                                                                                                                                                                  SIGN DETAIL                                                                                                          SIDE ELEVATION
                                                                                                                                                                                                                  NTS                                                                                                        2




                                                                                                                                                                                                                                                 JAM              3/01/05                             CGG                    3/30/05           1"=1'-0"                                                                                                                            SHEET
                                                                                                                                                                                                                                                 SMPM             3/01/05                             SAS                    3/30/05                                                                                     STANDARD DRAWING                                        REFERENCE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  NUMBER:
                                                                                                                                                                                                                                                                                                                                         0                                                                        REGIONAL TRANSPORTATION DISTRICT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 SD-C114
                                                                                                                                                                                                                                                                                                                                                                                                                                            CIVIL
                                                                                                                                                NO.                     REVISIONS                            BY         DATE
                                                                                                                                                                                                                                                                                                                                                                                                                                      FTA PROJECT SIGN                          SHEET 19 OF 32
                                                                                                                                                                                                                           NOTES:
                                                                                                                                                                                                                           1. BOND PANEL GROUND TO CABINET ENCLOSURE. BOND CABINET ENCLOSURE TO
                                                                                                                                                                                                                              GROUND ROD.
                                                                                                                                                                                                                           2. LOCATE ENCLOSURE AND CONCRETE SLAB PER EXCEL REQUIREMENTS. PROVIDE
                                                                                                                                                                                                                              CONDUITS, CABLES METERING EQUIPMENT AND ANY OTHER ITEMS NECESSARY
                                                                                                                                                                                                                              FOR A COMPLETE INSTALLATION PER PSCO REQUIREMENTS. COORDINATE ALL
                                                                                                                                                                                                                              INCOMING SERVICE WITH EXCEL.
                                                                                                                                                                                                                           3. FINAL ARRANGEMENT OF ALL EQUIPMENT AND EXACT STUB-UP LOCATIONS TO BE
                                                                                                                                                                                                                              SET AT SUBMITTAL OF SHOP DRAWINGS.
                                                                                                                                                                                                                           4. SIZE WIRE GUTTER WITH A MINIMUM OF TWENTY PERCENT SPARE FOR FUTURE USE.
                                                                                                                                                                                                                           5. SEE DETAIL 1 ON THIS SHEET FOR LIGHTING CONTROL SCHEMATIC.
                                                                                                                                                                                                                           6. CABINET SHALL BE AN EASTER OWENS MODEL # EO465930PNR OR A 12 FA CRS NEMA
                                                                                                                                                                                                                              3R ENCLOSURE ANSI #61 WITH HINGED DOOR. EASTER OWEN STANDARD METER
                                                                                                                                                                                                                              ENCLOSURE. SIZE THE ENCLOSURE PER THE ACTUAL EQUIPMENT PROVIDED. PROVIDE
                                                                                                                                                                                                                              A MINIMUM OF TWENTY-FIVE PER CENT SPACE FOR FUTURE USE.
                                                                                                                                                                                                                           7. SEE PANELBOARD SCHEDULES.
                                                                                                                                                                                                                           8. PROVIDE A PHOTOELECTRIC CONTROL. PROVIDE PHOTOCELL MOUNTED ON LIGHT
                                                                                                                                                                                                                              POLE AND SUBMIT LOCATION OF PHOTOCELL FOR APPROVAL. NOT ALL OF THE
                                                                                                                                                                                                                              LOCATION OF PHOTOCELL TO ENGINEER FOR APPROVAL. NOT ALL OF THE
                                                                                                                                                                                                                              PHOTOCELLS ARE SHOWN FOR CLARITY.
                                                                                                                                                                                                                           9. PROVIDE A NEMA 1 ENCLOSURE, SIZE AS REQUIRED WITH HINGED COVER.
                                                                                                                                                                                                                          10. PROVIDE A HAND-OFF-AUTO MAINTAINED CONTACT SWITCH. PANEL-MOUNT IN FACE
                                                                                                                                                                                                                              OF ENCLOSURE NOTED ABOVE.
                                                                                                                                                                                                                          11. PROVIDE ELECTRICALLY-HELD LIGHTING CONTACTOR, 30A CONTACTS, 4-POLE, 600VAC
                                                                                                                                                                                                                              RATING, 120V COIL. NUMBER OF CONTACTORS ARE SHOWN FOR REFERENCE ONLY.
                                                                                                                                                                                                                              PROVIDE ADDITIONAL CONTACTORS AS NECESSARY FOR A COMPLETE INSTALLATION.
                                                                                                                                                                                                                          12. NOT ALL OF THE CONDUITS ARE SHOWN FOR CLARITY.
                                                                                                                                                                                                                          13. 240V SERVICE IS NOT SHOWN FOR CLARITY. SUBMIT LIGHTING SCHEMATIC FOR ALL
                                                                                                                                                                                                                              PANELS TO THE ENGINEER FOR APPROVAL.
                                                                                                                                                                                                                          14. ELECTRICAL POWER INSTALLATION SHALL COMPLY WITH ALL REQUIREMENTS SPECIFIED
                                                                                                                                                                                                                              BY LATEST VERSION OF EXCEL'S BLUE BOOK.
K:\CAD Library\RTD S&D Drawings\Standard Drawings\SD-C115-PwrCntrlCntr.dwg, 10/15/2007 10:59:00 AM, mb12652, Bluebeam PDF9 Printer HighRes.pc3




                                                                                                                                                                               JAM    3/01/05   CGG   3/30/05       NTS                                                                             SHEET
                                                                                                                                                                               SMPM   3/01/05   SAS   3/30/05                    STANDARD DRAWING                                                 REFERENCE
                                                                                                                                                                                                                                                                                                   NUMBER:
                                                                                                                                                                                                                0         REGIONAL TRANSPORTATION DISTRICT
                                                                                                                                                                                                                                                                                                  SD-C115
                                                                                                                                                                                                                                                   CIVIL
                                                                                                                                                 NO.   REVISIONS   BY   DATE
                                                                                                                                                                                                                                           POWER CONTROL CENTER                                  SHEET 20 OF 32
                                                                                                                                                                                                                                                                                                 PULL-BOX SIZES                                            NOTES:
                                                                                                                                                                                                                                                                                       (MINIMUM INSIDE DIMENSIONS SHOWN)
                                                                                                                                                                                                                                                                                                                                                           1. PULL BOX TYPICALLY HOUSES HIGH VOLTAGE TP/OCS INSULATED 2 KV RATED
                                                                                                                                                                                                                                                                                                                                        INCLUDES              FEEDER CABLES. AND SHALL CONFORM TO ALL NEC REQUIRMENTS.
                                                                                                                                                                                                                                                                      TE-PB    LxWxD                  NO. CONDUITS        WITH BASE     STACKABLE          2. ALL PULL BOX FASTENERS SHALL BE STAINLESS STEEL.
                                                                                                                                                                                                                                                                      TYPE     (INCHES)                   (MAX.)          (BOTTOM)      EXTENSION          3. INSTALLATION AS PER MANUFACTURER RECOMMENDATIONS. PROVIDE 6" MIN.
                                                                                                                                                                                                                                                                                                                                                              OF GRAVEL OR CRUSHED ROCK AS BASE FOR DRAINAGE. TYPE 2 WITH BASE
                                                                                                                                                                                                                                                                                                     6-WAY TO 4-WAY                                           SHALL HAVE 1 1/2 " DIA. (MIN.) DRAIN HOLE.
                                                                                                                                                                                                                                                                        1      36 x 24 x 24             2 1/2 " DIA.        NONE        YES, D=18"
                                                                                                                                                                                                                                                                                                    (STRAIGHT THRU)                                        4. MHs AND PBs ARE NUMBERED ON PLANS WITH APPROPRIATE 1000 SERIES
                                                                                                                                                                                                                                                                                                                                                              CIVIL CONTRACT LINE SEGMENT NUMBERS. (SEE LAYOUTS AND SCHEDULES)
                                                                                                                                                                                                                                                                                                     2-WAY TO 2-WAY          YES                           5. ALL TE-PULL BOXES SHALL BE SUPPLIED AND INSTALLED AS NEW, BY THE LINE
                                                                                                                                                                                                                                                                        2      18 x 12 x 12             2 1/2 " DIA.       W/1 1/2 "0     NO                  SEGMENT CONTRACTOR(S), UNLESS SHOWN OTHERWISE.
                                                                                                                                                                                                                                                                                                    (BTM TO SIDE - 90°)   DRAIN HOLE                       6. ALL PULL BOXES ARE TO BE QUAZITE OR APPROVED EQUAL.

                                                                                                                                                                                                                                                                     NOTE:
                                                                                                                                                                                                                                                                     ALL PULL-BOXES SHALL BE FACTORY EQUIPPED WITH CONDUIT COUPLING
                                                                                                                                                                                                                                                                     ADAPTERS FOR ENTRY AND EXIT RUNS AS SHOWN, SHIPPED WITH TEMPORARY
                                                                                                                                                                                                                                                                     CAPS/PLUGS IN-PLACE.




                                                                                                                                                                                                                                                                                                                    PULL HOLE OR
                                                                                                                                                                                                                                                                                                                    SLOT (2-TYP)


                                                                                                                                                                                                                                          COUNTERBORE
                                                                                                                                                                                                                                         HOLES FOR HOLD
                                                                                                                                                                                                                                            DOWN BOLTS
                                                                                                                                                                                                                                                 (2-TYP)
                                                                                                                                                                                                                                                                                                D
                                                                                                                                                                                                                                                                                              RT


                                                                                                                                                                                         14
                                                                                                                                                                               "            3/8                                                                        COVER
                                                                                                                                                                            3/8                "
                                                                                                                                                                         17
                                                                                                                                                                                                           3 1/2"
K:\CAD Library\RTD S&D Drawings\Standard Drawings\SD-C116-PllBxs.dwg, 10/15/2007 10:48:33 AM, mb12652, Bluebeam PDF9 Printer HighRes.pc3




                                                                                                                                                                                                                                                                                   L                            W


                                                                                                                                                                                                   RECESSED
                                                                                                                                                                                                   LIFTING
                                                                                                                                                                                                   HANDHOLD
                                                                                                                                                                                                                                       FACTORY INSTALLED
                                                                                                                                                                                   12                                         KNOCK-OUT SIDES (OR CORE




                                                                                                                                                                                                                                                                                       D
                                                                                                                                                                                     "
                                                                                                                                                                                                                              DRILL) TO ACCEPT TYPICAL 2
                                                                                                                                                                                                                              1/2 " SCH 40 & 80 ELECTRICAL
                                                                                                                                                                                                     18"




                                                                                                                                                                                                                                 CONDUITS WITH ADAPTER
                                                                                                                                                                                                                                                COUPLINGS                                                                 BURY INTO TRACK BALLAST
                                                                                                                                                                                                                                                                                                                          AND SUB-GRADE UP TO LOWER
                                                                                                                                                                 3"
                                                                                                                                                             1'-                                                                                                                                                          LIP EDGE. (SEE NOTE 3)

                                                                                                                                                                                                                               (REFER TO TYPICAL DUCTBANK
                                                                                                                                                                                                                                  SECTIONS FOR ALL DUCT
                                                                                                                                                                                                                                        OPENINGS)
                                                                                                                                                                        /2"
                                                                                                                                                                      21                                                                                               BOX - (SEE TABLE ABOVE RIGHT FOR TYPES)



                                                                                                                                                                       DETAIL 1 - PULL BOX                                                                               DETAIL 2 -TE PULL BOX
                                                                                                                                                             1         NTS                                                                                       2       NTS




                                                                                                                                                                                                    JAM             3/01/05   CGG          3/30/05                     NTS                                                                                                                                                 SHEET
                                                                                                                                                                                                    SMPM            3/01/05   SAS          3/30/05                                                                                                           STANDARD DRAWING                                            REFERENCE
                                                                                                                                                                                                                                                                                                                                                                                                                          NUMBER:
                                                                                                                                                                                                                                                             0                                                                                        REGIONAL TRANSPORTATION DISTRICT
                                                                                                                                                                                                                                                                                                                                                                                                                         SD-C116
                                                                                                                                                                                                                                                                                                                                                                            CIVIL
                                                                                                                                           NO.   REVISIONS   BY               DATE
                                                                                                                                                                                                                                                                                                                                                                         PULL BOXES                                     SHEET 21 OF 32
                                                                                                                                                                                                                                                                                                                                  3 1/2"
                                                                                                                                                                                                                                                                                                                       3/4"




                                                                                                                                                                                                                                                   A




                                                                                                                                                                                                                                                                                                                                  4"
                                                                                                                                                                                                                                                   TS
                                                                                                                                                                                                                                                                                                                                           1"Ø x 1 " DEEP
                                                                                                                                                                                                                        8'-0"                                                                                                              COUNTERSINK




                                                                                                                                                                                                                                                                                                          4'-0"
                                                                                                                                                                                     1'-0"                                                                                                                                                 4 PLACES (TYP)
                                                                                                                                                                                                                                7'-0"




                                                                                                                                                                                                                                                                                                                                  2'-8"
                                                                                                                                                                                                                                                             4"
                                                                                                                                                                                                                                                         3 1/2"
                                                                                                                                                                                                  1'-6"




                                                                                                                                                                                                                                                                        3 1/2"
                                                                                                                                                                                                                                                                  1"
                                                                                                                                                                                                                PARK-N-RIDE NAME
                                                                                                                                                              1'-4"




                                                                                                                                                                                                                                                                                 4"
                                                                                                                                                                                                                park-n-Ride




                                                                                                                                                                                                                                                        4"




                                                                                                                                                                                                                                                                                                                                  4"
                                                                                                                                                                                             6"           2'-2"




                                                                                                                                                                                                                                                             2"
                                                                                                                                                                                                                                                                  1"
                                                                                                                                                                                4"




                                                                                                                                                                                                                                                                        2"

                                                                                                                                                                                                                                                                                      3"
                                                                                                                                                                                                                  COMING
                                                                                                                                                      4'-0"

                                                                                                                                                              1'-4"




                                                                                                                                                                                8"




                                                                                                                                                                                                                  MM/DD/YYYY
                                                                                                                                                                                                                                                                                                                                                                                                                                       NOMINAL 4" X 4" WOOD
                                                                                                                                                                       5 1/2"                                                                                                                                                                                                  3/4" EXTERIOR GRADE                                     POST




                                                                                                                                                                                                                                                        4"
                                                                                                                                                                                                                                                                                                                                                                               CDX PLYWOOD




                                                                                                                                                                                                                                                                                 5"
K:\CAD Library\RTD S&D Drawings\Standard Drawings\SD-C117-TmpPrjctSgn.dwg, 10/15/2007 10:59:14 AM, mb12652, Bluebeam PDF9 Printer HighRes.pc3




                                                                                                                                                                                                                                                                                                 12'-0"

                                                                                                                                                                                                                                                                                                          4'-0"
                                                                                                                                                                                                                                                                        4"
                                                                                                                                                              1'-4"




                                                                                                                                                                                                                                                                                                                                                                                                                                       RECESSED NUT & BOLT
                                                                                                                                                                                                                                                                                                                                                                                                                                       AS SHOWN. CUT OFF




                                                                                                                                                                                                                                                                   7"
                                                                                                                                                                                                                                                                                                                                                                                                                                       EXCESS BOLT BEYOND
                                                                                                                                                                                                                                                                                                                                                 COMPACTED                                                                             HEAD OF NUT.
                                                                                                                                                                                                                                                                                                                                                 SOIL
                                                                                                                                                                      4 1/2"
                                                                                                                                                                                                                                                                                                                                                             5/8" x 5" CADMIUM PLATED CARRIAGE BOLT.
                                                                                                                                                                                          2'-0"                                       1'-0"
                                                                                                                                                                                                                                                                                                                                                             TOUCH UP BOLT HEAD WITH PAINT TO MATCH
                                                                                                                                                                                     TO CENTERLINE                               TO CENTERLINE                                                                                                               SURROUNDING AREA & GRAPHICS.
                                                                                                                                                                                        OF POST                                     OF POST                            1'-0"                                                                   GRADE
                                                                                                                                                      4'-0"




                                                                                                                                                                                                                                                                                                          4'-0"
                                                                                                                                                                                 GRADE


                                                                                                                                                                                                                                                                                                                                                                                                       3/4"             3 1/2"




                                                                                                                                                                                                                                                                                                                                                                                                                  SECTION
                                                                                                                                                                                                                                                                                                                                                                                                              A   NTS


                                                                                                                                                                                                                  SIGN DETAIL                                                                                               SIDE ELEVATION
                                                                                                                                                                                                                  NTS                                                                                             2




                                                                                                                                                                                                                                                 JAM              3/01/05                  CGG                    3/30/05           1"=1'-0"                                                                                                                     SHEET
                                                                                                                                                                                                                                                 SMPM             3/01/05                  SAS                    3/30/05                                                                                     STANDARD DRAWING                                 REFERENCE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                NUMBER:
                                                                                                                                                                                                                                                                                                                              0                                                                        REGIONAL TRANSPORTATION DISTRICT
                                                                                                                                                                                                                                                                                                                                                                                                                                                               SD-C117
                                                                                                                                                                                                                                                                                                                                                                                                                          CIVIL
                                                                                                                                                NO.                     REVISIONS                            BY         DATE
                                                                                                                                                                                                                                                                                                                                                                                                                  TEMPORARY PROJECT SIGN                      SHEET 22 OF 32
                                                                                                                                                                                                                                                                                                                                                                                                                                                      CURB INLET




                                                                                                                                                              1. SET POSTS AND EXCAVATE A 6"DEEP X 2'WIDE                            2. STAPLE WIRE FENCING TO POSTS
                                                                                                                                                                 TRENCH UPSLOPE ALONG BASE OF POSTS.                                    (WHEN WIRE IS REQUIRED)                                                                                     POST
                                                                                                                                                                                                                                                                                                       FILTER FABRIC                                                                                                                                              CONCRETE BLOCK
                                                                                                                                                                                                                                                                                                                                                                                                                 WIRE SCREEN          GRAVEL FILTER
                                                                                                                                                                                      10'                                                                     10'                                                                               WIRE (WHEN
                                                                                                                                                                                            MA                                                                      MA                                                                                                                                                                (GRADED GRAVEL WITH 1.5" MAX. AGGREGATE
                                                                                                                                                                                              X.                                                                      X.                   BACKFILL AND                                         REQUIRED)
                                                                                                                                                                                                                                                                                                                                                                                                              RUNOFF WATER            SIZE)
                                                                                                                                                                                                                                                                                              COMPACT                                                                                                                                                      FILTERED WATER
                                                                                                                                                                                                                                                                                                                                                                                                              WITH SEDIMENT        OVERFLOW


                                                                                                                                                                                                                                                                                                                                                                                                                  SEDIMENT




                                                                                                                                                                                                                                                                                                                                   24" MIN.
                                                                                                                                                                                                                                                                                                                                                                                                                      WIRE SCREEN




                                                                                                                                                                                                           24"
                                                                                                                                                                                                                                                                                                                                                                                                                           2" X 4" WOOD STUD
                                                                                                                                                                                                                                                                                                                                                                                                                                                                    CURB INLET
                                                                                                                                                                      ER                                                                ER                                                                                                                                                                        SPECIFIC APPLICATION
                                                                                                                                                                   AT                                                                AT
                                                                                                                                                                  W LOW                                                             W LOW
                                                                                                                                                                   F                                                                 F                                                                                                                                                                            THIS METHOD OF INLET PROTECTION IS APPLICABLE
                                                                                                                                                                                                                                                                                                                                                                                                                  AT CURB INLETS WHERE AN OVERFLOW CAPABILITY
                                                                                                                                                                                                                                                                                                                                                                                                                  IS NECESSARY TO PREVENT EXCESSIVE PONDING IN
                                                                                                                                                                                                                                                                                                                                                                                                                  FRONT OF STRUCTURE.
                                                                                                                                                                                                                                                                                           A
                                                                                                                                                                                                                                                                                                 TEMPORARY SILT FENCE SECTION
                                                                                                                                                                                                                                                                                                 NTS                                                                                                              NOTE:
                                                                                                                                                                  3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE                                                                                                                                                                                                   1 . ALTERNATE DESIGN COULD UTILIZE GRAVEL FILLED BAGS.
                                                                                                                                                                    (OR POST WHERE WIRE IS NOT REQUIRED)
                                                                                                                                                                    AND EXTEND IT INTO THE TRENCH (SEE DETAIL                             4. BACKFILL AND COMPACT THE                                                                                                                                             TYPE 13 DROP INLET BLOCK AND GRAVEL FILTER
                                                                                                                                                                  "A")                                                                       EXCAVATED SOIL.

                                                                                                                                                                                                                                                                                                       NOTES:
                                                                                                                                                                                                                                                                                                                                                                                         2
                                                                                                                                                                                                                                                                                                                                                                                              CURB INLET PROTECTION-BLOCK AND GRAVEL FILTER
                                                                                                                                                                                                                                                                                                       1. STEEL POSTS WHICH SUPPORT THE SILT FENCE SHALL BE INSTALLED                         NTS
                                                                                                                                                                                                                                                                                                         ON A SLIGHT ANGLE TOWARD THE ANTICIPATED RUNOFF SOURCE.

                                                                                                                                                                                                                                                                                                       2. THE TOE OF THE SILT FENCE SHALL BE TRENCHED IN                                                                                        B                              TOP OF DITCH
                                                                                                                                                                                                                                                                                                                                                                                                                                                           L
                                                                                                                                                                                                                                                                                                         WITH A SPADE OR MECHANICAL TRENCHER, SO THAT THE                                                                                                                      SLOPE
                                                                                                                                                                                                                                                                                                                                                                                                                      A                                                                   A
                                                                                                                                                                                                                                                                                                       DOWNSLOPE
                                                                                                                                                                                                                                       ER
                                                                                                                                                                                                             24"




                                                                                                                                                                                                                                                                                                         FACE OF THE TRENCH IS FLAT AND PERPENDICULAR TO THE LINE OF
                                                                                                                                                                      ER                                                            AT                                                                                                                                                                                            FLOW                                              FLOW
                                                                                                                                                                   AT                                                              W LOW                                                               FLOW.
                                                                                                                                                                  W LOW                                                             F
                                                                                                                                                                   F                                                                                                                                   3. THE TRENCH SHOULD BE A MINIMUM OF 6" DEEP AND 2




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                W
                                                                                                                                                                                                                                                                                                         FEET WIDE TO ALLOW FOR THE SILT FENCE TO BE LAID IN THE
K:\CAD Library\RTD S&D Drawings\Standard Drawings\SD-C118-ErsnCntrlDtls.dwg, 10/15/2007 10:59:29 AM, mb12652, Bluebeam PDF9 Printer HighRes.pc3




                                                                                                                                                                                                                                                                                                         GROUND AND BACKFILLED.
                                                                                                                                                                                                                                                         A                                                                                                                                                                        FLOW                                              FLOW
                                                                                                                                                                                                                                                              TS                                       4. SILT FENCE SHOULD BE SECURELY FASTENED TO EACH STEEL
                                                                                                                                                                                                                                                                                                         SUPPORT POST OR TO WOVEN WIRE, WHICH IS IN TURN ATTACHED
                                                                                                                                                                                                                                                                                                         TO THE STEEL FENCE POSTS.                                                                                                                                               SEDIMENT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 TRAP
                                                                                                                                                                                                                                                                                                                                                                                                                                                B
                                                                                                                                                                                                                                                                                                       5. SILT FENCE SHALL BE AMOCO 2122 OR EQUIVALENT. WIRE SUPPORT                                      TEMPORARY RIP-RAP

                                                                                                                                                                                  1
                                                                                                                                                                                        TEMPORARY SILT FENCE CONSTRUCTION                                                             SF
                                                                                                                                                                                                                                                                                                         FENCING SHALL BE USED WHEN FILTER FABRIC DOES NOT CONTAIN A
                                                                                                                                                                                                                                                                                                         SUPPORT NETTING INTEGRAL WITH THE FILTER FABRIC. MINIMUM
                                                                                                                                                                                                                                                                                                                                                                                                          OUTLET STRUCTURE                     PLAN VIEW
                                                                                                                                                                                        NTS                                                                                                              MULLEN BURST STRENGTH SHALL BE 250 psi.

                                                                                                                                                                                                                                                                                                       6. MAXIMUM TRIBUTARY DRAINAGE AREA SHALL NOT EXCEED 2 ACRES.                                                    24" MIN.                                      TOP OF DITCH SLOPE
                                                                                                                                                                                                                                                                                                                                                                                                                                                    24" MIN.
                                                                                                                                                                                                                                                                                                                                                                                                                    SPILLWAY
                                                                                                                                                                                                                                                                                                       7. COUNTY EROSION CONTROL INSPECTOR MUST PREVIOUSLY                                                            (NTS)                                                     FLOW
                                                                                                                                                                                                                                                                                                         APPROVE ALL ALTERNATIVE DESIGNS.
                                                                                                                                                                                                                                                                                                                                                                                                                FILTERED
                                                                                                                                                                                                                                                                                                                                                               GRADED                                            RUNOFF                                                    NORMAL
                                                                                                                                                                                                                                                                                                                                                               GRAVEL                                                                                                      FLOWLINE
                                                                                                                                                                                                                                                                                                                                                                                                          GEOTEXTILE EROSION                    ZERO GRADIENT
                                                                                                                                                                                                                                                                                                                                                               (12" MIN. DEPTH)




                                                                                                                                                                                                                                                                                                                                                                                                                                          D1




                                                                                                                                                                                                                                                                                                                                                                                                                                                               D2
                                                                                                                                                                                                                                                                                                                                18" MIN.                       1.5" MAX. SIZE                             CONTROL (CLASS B)
                                                                                                                                                                                                                                                                                                          RUNOFF WATER
                                                                                                                                                                                                                                                                                                          WITH SEDIMENT
                                                                                                                                                                                                                                                                                                                                                                                                                           NOTE:        50
                                                                                                                                                                                                                                                                                                                                                                                                                           RIPRAP SIZE => D = 12" SEE PLAN SHEETS FOR THE
                                                                                                                                                                          E                                                                                                                                                                                                                                                FOLLOWING: DEPTH(D1 AND D2) LENGTH (L) WIDTH (W)
                                                                                                                                                                       AC                                                                                                                                                                                                                                                  LOCATION
                                                                                                                                                                     RF
                                                                                                                                                                  SU         AD
                                                                                                                                                                                                                                                                                                                                                                                                                                           CROSS-SECTION A-A
                                                                                                                                                               RD          RO
                                                                                                                                                             HA         IC
                                                                                                                                                                      BL                                                                                                                                                    SEDIMENT
                                                                                                                                                                   PU                              50                                                                                                                                                                             WIRE MESH                       TOP ELEVATION OF
                                                                                                                                                                                                     'M                       ED             OPEN PERFORATED RISER PIPE WITH                                                                                                                                                                        24"                  24"
                                                                                                                                                                                                          IN
                                                                                                                                                                                                            IM             UIR               THE TOP LOCATED AT LEAST 0.5 FT
                                                                                                                                                                                                                                                                                                                                                                                                                  STRUCTURE SHALL
                                                                                                                                                                                                              UM       EQ .
                                                                                                                                                                                                                      R IN                                                                                                                                                                                           BE SET IN FIELD     12"                       12"
                                                                                                                                                                                                                                             BELOW THE SPILLWAY ELEVATION
                                                                                                                                                                                                                   AS 0' M                                                                                                                                                                                          AS DIRECTED BY                  VARIES
                                                                                                                                                                                                                     2                                                                                                                                                                                                THE ENGINEER
                                                                                                                                                                                                                                                                                                                                FILTERED WATER                                                                                                      SPILLWAY
                                                                                                                                                                                                                                                 2 :1
                                                                                                                                                             6" MINIMUM                                                                                 SL
                                                                                                                                                                                                                                                             OP                                                              SPECIFIC APPLICATION
                                                                                                                                                              1-1/2" - 3" ROCK                                                                                 E                                                                                                                                                                DEPTH VARIES                                     SLOPES VARY
                                                                                                                                                             1/2" - 3/4" FILTER                                                                                                                                              THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE
                                                                                                                                                                         LAYER                                                                                                                                               HEAVY CONCENTRATED FLOWS ARE EXPECTED, BUT NOT WHERE                                                                                         GEOTEXTILE
                                                                                                                                                                                                                                                                                                                             PONDING AROUND THE STRUCTURE MIGHT CAUSE EXCESSIVE                                                                                           EROSION CONTROL
                                                                                                                                                                                                                                                                                                                             INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND                                                                                           (CLASS B)
                                                                                                                                                                                                                                                                                                                             UNPROTECTED AREAS.
                                                                                                                                                                                                                                                                                                                                                                                                                                           CROSS SECTION B-B



                                                                                                                                                        3
                                                                                                                                                            VEHICLE TRACKING CONTROL                                                                4
                                                                                                                                                                                                                                                                TEMPORARY SEDIMENT TRAP                                         5
                                                                                                                                                                                                                                                                                                                                              INLET PROTECTION                                      TEMPORARY SEDIMENT TRAP EMERGENCY OVERFLOW
                                                                                                                                                            NTS                                                                                                 NTS                                                                           NTS                                             6     NTS




                                                                                                                                                                                                                                                                     JAM    3/01/05        CGG           3/30/05             NTS                                                                                                                                                                  SHEET
                                                                                                                                                                                                                                                                     SMPM   3/01/05        SAS           3/30/05                                                                                                   STANDARD DRAWING                                                             REFERENCE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 NUMBER:
                                                                                                                                                                                                                                                                                                                       0                                                                                    REGIONAL TRANSPORTATION DISTRICT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                SD-C118
                                                                                                                                                                                                                                                                                                                                                                                                                                      CIVIL
                                                                                                                                                  NO.                        REVISIONS                             BY              DATE
                                                                                                                                                                                                                                                                                                                                                                                                                            EROSION CONTROL DETAILS                                            SHEET 23 OF 32
                                                                                                                                                                                                                                                            6'-4"
                                                                                                                                                                                                                                                                                                                                 11'-4"                                                16'-4"
                                                                                                                                                                                                          8"                                           L=5'-0"
                                                                                                                                                                                                                                    O.C.5 1/2"                                                                             L=10'-0"              8"                                 L=15'-0"           8"
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    BARRIER CURB
                                                                                                                                                                                                                                                                                                      409                                                        409
                                                                                                                                                                                                                                                                                                                                                                                                                                                                       FOR LENGTH GREATER THEN 5 FT.                                                FACE         INLET
                                                                                                                                                                                                                                                                                                                                                                                                                           409                                         PROVIDE ACCESS AT BOTH ENDS.




                                                                                                                                                                                                               8" O.C.
                                                                                                                                                                                                                                      601                                                       503                              601                                                    601
                                                                                                                                                                                                                                                                                                                                                                                                                                                                       ADDITIONAL MANHOLE RING AND COVER
                                                                                                                                                               A
                                                                                                                                                               TS                                                                                                                                                                                                                                                                                                      REQUIRED WHEN L=10' OR MORE.                                                                                                           * 5' TRANSITION




                                                                                                                                                                                             36"
                                                                                                                                                                                                                                                                                                                                                       3 RODS IN                                                                                                       CUT REINFORCEMENT BAR ACCORDINGLY.
                                                                                                                                                                                                                                                                                            3 RODS IN                                                                                                                ENDS OF 8 [ BEAM
                                                                                                                                                                    FACE OF                                                                                                                 10' INLET                                                  10' INLET                                                     3" CLR.                                                                                                  * WHENMOUNTABLE CURB AND
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                WITH
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     A TYPE R INLET IS USED
                                                                                                                                                                      CURB                                                                                                                                                                                                                                                          FACE OF CURB
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 GUTTER, 5 FT. TRANSITION
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 SHALL BE CONSTRUCTED.
                                                                                                                                                                                                                                                                                                                                                                                                                                                      *                                                                          TRANSITION SHALL BE PAID FOR                                                              MOUNTABLE
                                                                                                                                                                                                                           18"                                        30"                     30"                                30"                       30"                         30"                                                                                                                                       AS CURB AND GUTTER.                                                                       CURB FACE
                                                                                                                                                                                                                                                                                                                                                                                                                   3" EACH END      MEET SHAPE OF NORMAL
                                                                                                                                                                                                                           TO                                                                                                                                                                                                                                                                                                                                                                           MOUNTABLE CURB
                                                                                                                                                                                                                                                                                                                                                                                                                                    BARRIER CURB AND GUTTER
                                                                                                                                                                                                                         STATION                             ONE 1 1/4" DIA.                                                                                                          DIRECTION                                                                                                                                                                                                           AND GUTTER
                                                                                                                                                                                                                                                                                                                                                                                                                                    HERE.
                                                                                                                                                                                                                          POINT                              ROD IN 5' INLET
                                                                                                                                                                                                                                                                                                                                                                                      OF FLOW
                                                                                                                                                                              TRANSITION
                                                                                                                                                                               GUTTER
                                                                                                                                                                                                                                                                                                                                                                                                                  TRANSITION
                                                                                                                                                                                                                                                                                                                                                                                                                   GUTTER                                               SEE CHANNEL LAYOUT ON SHEET 2.                                    2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      TRANSITION CURB
                                                                                                                                                                                  3'                                                                                                                    INLET PAY LENGTH                                                                                              3'                                                        8"
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       8    8.5                                                            - FOR A 1'-0" PAN SLOPE 2" PER FT.
                                                                                                                                                                                                                                                                                                                                                                                                                                                              1 1/2"                   4"
                                                                                                                                                                                                                                         B
                                                                                                                                                                                                                                        TS
                                                                                                                                                                                                                                                                          1
                                                                                                                                                                                                                                                                                   TYPICAL PLAN VIEW                                                                                                                             FLUSH WITH CURB                                        3                  NO.4 BAR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           18" LONG
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   2'-0"                                                    4'-4"
                                                                                                                                                                                                                                                                                                                                                                                                                                 FACE (TYPE 2-SEC. IIB)                                 1/2"
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        THD.
                                                                                                                                                                                                                                                                                                      CUT OR BEND BARS TO CLEAR MANHOLE.                                                                                                                                                                                                                                   1 1/4 "




                                                                                                                                                                                                                                                                                                                                                                                                                                      3"
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      SLOPE 2% TO
                                                                                                                                                                                                                                                        L=5'-0"                                               L=10'-0"                L=15'-0"
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           1 1/4" R                                                   GUTTER




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   8"
                                                                                                                                                                                                                                                                                                                                                                                                                                                              1" LEG
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    SLOPE=1"/FT. 2" R                                                                                                601




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        4"
                                                                                                                                                                                                                         18" TO                                           503                409                                                  409                                            409                                                  (1/4)                 4:1
                                                                                                                                                                                                                         STA.PT. MANHOLE




                                                                                                                                                                                                                                                                                                                                                                                                                                      6"
                                                                                                                                                                                                                                                                                                       403                                          403                                                403                                            (1/4)                                                                                                                                                                                           INLET STEPS




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        6"
                                                                                                                                                                                                          403
                                                                                                                                                                                            8"




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               2:1                                                                                                                                                    REQ'D.FOR ALL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                            2:1                                                                                                                                2" CLR.
                                                                                                                                                                                                                                      601 2" CLR.                                                                                                                                                                                                                                                                                                                                                                                                     H > 3'-6"
                                                                                                                                                                                                                                                    3" CLR.                                                        601      601                                    601         601                                                                                                              1 1/2" PIPE SPACER
                                                                                                                                                                                                                                    409                                                                401                                                 401                                         401                                                                                                                                                                                                     503             409
K:\CAD Library\RTD S&D Drawings\Standard Drawings\SD-C119A-CurbInltTypR-Mdfd I.dwg, 10/15/2007 10:59:44 AM, mb12652, Bluebeam PDF9 Printer HighRes.pc3




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                AND 1 1/4" LOCK            501
                                                                                                                                                                                L=10' OR 15'~H<5'




                                                                                                                                                                                                                                                11" O.C.                                                                                                                                                                                                                                                                                                                       7"±                      5 1/2" O.C.         8" O.C.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                NUT                5 1/2" O.C.
                                                                                                                                                                                                                                   3" CLR.
                                                                                                                                                                                   L=5'~All H




                                                                                                                                                                                                           401                                                                                                                                                                                                                                                                                                                    408




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               24"
                                                                                                                                                                                                                                                                                                                    H<5'




                                                                                                                                                                                                                                                                                                                                                                       H<5'




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          16" MAX.
                                                                                                                                                                                                                                                                                                                                                                                                                                      8"
                                                                                                                                                                                                                                                                                                       403                                                                                                                                                                                                                    12" O.C.
                                                                                                                                                                                                          8"                                                        TYP.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              3" CLR.                     3" CLR.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  4"
                                                                                                                                                                                                                                                                                                                           407                                                407
                                                                                                                                                                                                                                                                                            9" O.C.
                                                                                                                                                                                                                                                  9" O.C.




                                                                                                                                                                                                                                                                                                                                                                                                                                      10" EMBEDMENT
                                                                                                                                                                                                                                                                                                                                                                                                               403                                                                                1 1/4" DIA. x 24"
                                                                                                                                                                                                          403                                               407                                                                                                  403                                                                                                                              GALV. STEEL ROD
                                                                                                                                                                                                                                                               401                                                                                                                                                                                                                                                           CONSTRUCTION JOINT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  2'-6"O.C.                                                                                                                    401
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      407
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          11" O.C.
                                                                                                                                                                                              12"




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   9" O.C.                                                                                           407
                                                                                                                                                                                                                                                                                                                                                                                                            2" All AROUND                                                                                   1/4
                                                                                                                                                                                                                                                                                                                                                                                                            TYPICAL                                                                                                                              402                                                                                                 9" O.C.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               3"x3"x3/8" PLATE                              11" O.C.                                                        401
                                                                                                                                                                                                                                                       405            406                                                  405            406                                 405        406
                                                                                                                                                                                                                            3" CLR.                                                                                                                                                                                                                                                                                                                                                                        11" O.C.
                                                                                                                                                                                                                                                     6'-8"                                                            11'-8"                                          16'-8"                                                                                                                                                             8" TYPICAL WALL
                                                                                                                                                                                                                                                 6" O.C x 6" O.C.                                                 6" O.C x 6" O.C.                                6" O.C x 6" O.C.

                                                                                                                                                                                                                                                                                                                                                                                                                                                      3
                                                                                                                                                                                                                                                                                                                                                                                                                                                               CURB FACE ASSEMBLY
                                                                                                                                                                                                                                                       A
                                                                                                                                                                                                                                                                    SECTION A REGULAR INLET                                                                                                                                                                     PLACE ENTIRE ASSEMBLY BEFORE POURING CONCRETE.

                                                                                                                                                                                                                                                                                                                                                                          L=15'-0"                                                                                                                           409




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                403 9" O.C.
                                                                                                                                                                                                                                                                                 L=10'-0"
                                                                                                                                                                                                                                                                                                                                                       409
                                                                                                                                                                                                                                                                                                                                                                                                                                    501                                                                                                                                                                                                              2" ALL AROUND
                                                                                                                                                                                                                           18" TO                                           503                                            502                        502                       504                                                                                                                                                 502
                                                                                                                                                                                                                           STA.PT. MANHOLE                                                                                                                                                              502
                                                                                                                                                                                                8"




                                                                                                                                                                                                                              601
                                                                                                                                                                                                                                                                                      413               409                            403                              413
                                                                                                                                                                                                                                                                                                                                                                                                            403
                                                                                                                                                                                                                                                                                                                                                                                                                                      408                                                                    403




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           3'-4"
                                                                                                                                                                                                                                      5'-0" CONSTANT                                                          3" CLR.
                                                                                                                                                                                                                                                 407                                                            MIN. 0.5% Slope
                                                                                                                                                                                                                                32" CONSTANT                                                                                                                                                                                                                                                                                       413                                                            406           405
                                                                                                                                                                                                                    403
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                3" CLR.
                                                                                                                                                                                                                                                                                                                                                      8"




                                                                                                                                                                                                                     9"             503                               413                                                                                                                                                                                                                                                                                                                         6" O.C.       6" O.C.
                                                                                                                                                                                                                                                                                                                                                                                                                                                          413
                                                                                                                                                                                                                    O.C.
                                                                                                                                                                              H > 5'




                                                                                                                                                                                                                                                                                                      411                              412                              411           412
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          SECTION B TYPICAL END VIEW
                                                                                                                                                                                                                                      VARIABLE




                                                                                                                                                                                                                                                                                403                                                                                                                                                                                                         412
                                                                                                                                                                                                                                                                                                       410
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      B
                                                                                                                                                                                                                                                                                                                    C                           D                  C                            D
                                                                                                                                                                                                                                                                                                                    TS                          TS                TS                            TS

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 411                                                                      NOTE:
                                                                                                                                                                                                                                                                    503                                     2" CLR.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               11"O.C.                                                                    1. MANHOLE RING & COVER, STATION POINT AND
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             OUTFLOW PIPE SHALL BE LOCATED AT THE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                        C     SECTIONS C & D                                                                                 SAME END OF THE INLET.
                                                                                                                                                                                                    12"




                                                                                                                                                                                                                                                                                                            406                                                                                                                                                                   (DOTTED BARS ARE IN SECTION D-D)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                        D

                                                                                                                                                                                                                                                       B
                                                                                                                                                                                                                                                                    SECTION A INLET WITH DROP BOX~H>5'

                                                                                                                                                                                                                                                                                                                       JAM                      3/01/05                               CGG                   3/30/05                NTS                                                                                                                                                                                                                                  SHEET
                                                                                                                                                                                                                                                                                                                       SMPM                     3/01/05                               SAS                   3/30/05                                                                                                                                                STANDARD DRAWING                                                                                   REFERENCE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       NUMBER:
                                                                                                                                                                                                                                                                                                                                                                                                                            0                                                                                                                               REGIONAL TRANSPORTATION DISTRICT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     SD-C119A
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        CIVIL
                                                                                                                                                         NO.            REVISIONS                                                                           BY              DATE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            CURB INLET TYPE R (MODIFIED)                                                         SHEET 24 OF 32
                                                                                                                                                                                                                                             TABLE ONE ~ BAR LIST FOR CURB INLETS, TYPE "R"
                                                                                                                                                                                                                                        ALL INLETS                                    INLETS, H 5'                                                             INLETS,           H > 5'
                                                                                                                                                                            DIA                O.C.
                                                                                                                                                                MARK         IN.             SPACING               TYPE             L=                5'                            10'                            15'                                  10'                                15'
                                                                                                                                                                                                                                   NO.REQ'D. LENGTH                   NO.REQ'D. LENGTH                   NO.REQ'D. LENGTH                 NO.REQ'D. LENGTH                      NO.REQ'D.          LENGTH                                                                                CHECKERED TOP
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         DESIGN                     GENERAL NOTES:
                                                                                                                                                                 401                             11"                II              15                                  21                                    26                            11                                        11
                                                                                                                                                                                                                                                      *                                     *                                *                                       *                                   *                                                                                                           1. ALL CONCRETE SHALL BE CLASS B.
                                                                                                                                                                 402                             11"                II              7
                                                                                                                                                                                                                                                      *                 13
                                                                                                                                                                                                                                                                                            *                 18
                                                                                                                                                                                                                                                                                                                             *              7
                                                                                                                                                                                                                                                                                                                                                                     *                7
                                                                                                                                                                                                                                                                                                                                                                                                         *                                                                                                           2. CONCRETE WALLS SHALL BE FORMED ON BOTH SIDES AND SHALL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        BE 8" THICK.
                                                                                                                                                                 403                                 9"             II
                                                                                                                                                                                                                                    *             4'-10"
                                                                                                                                                                                                                                                                        *                  4'-0"
                                                                                                                                                                                                                                                                                                              *            4'-0"
                                                                                                                                                                                                                                                                                                                                            *                  4'-0"                  *                4'-10"
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     3. INLET STEPS SHALL BE IN ACCORDANCE WITH AASHTO M 199.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     4. CURB FACE ASSEMBLY SHALL BE GALVANIZED AFTER WELDING.
                                                                                                                                                                 405                                 6"             VI              11            6'-10"                21                 6'-10"             31           6'-10"             11               6'-10"                 11               6'-10                                                                                                         5. EXPOSED CONCRETE CORNERS SHALL BE CHAMFERED 3/4 IN. CURB
                                                                                                                                                                 406                                 6"             VIII            7             8'-10"                7                 13'-10"             7            18'-10"            7                8'-10"                 7                8'-10"                                                                                                           AND GUTTER CORNERS SHALL BE FINISHED TO MATCH THE EXIST.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        CURB AND GUTTER BEYOND THE TRANSITION GUTTER.
                                                                                                                                                                 407                                 9"             II
                                                                                                                                                                                                                                    *             5'-10"
                                                                                                                                                                                                                                                                        *                 10'-10
                                                                                                                                                                                                                                                                                                              *            15'-10"
                                                                                                                                                                                                                                                                                                                                                *              5'-10"                 *                5'-10"
                                                                                                                                                                            1/2"




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     6. REINFORCING BARS SHALL BE DEFORMED AND SHALL HAVE A 2 IN.
                                                                                                                                                                 408                             12"                II              3             6'-10"                3                 11'-0"              3            16'-0"             3               11'-0"                  3                16'-0"                                                                                                           MIN. CLEARANCE. ALL REINFORCING BARS SHALL BE EPOXY COATED.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     7. DIMENSIONS AND WEIGHTS OF TYPICAL MANHOLE RING AND COVER
                                                                                                                                                                 409                                 8"             II              6             5'-10"                6                 10'-10"             6            15'-10"            6               10'-10"                 6                15'-10"                                                                                                          ARE NOMINAL.
                                                                                                                                                                 410                             11"                VII                                                                                                                       3                                       3                                                                                                                              8. MATERIAL FOR MANHOLE RINGS AND COVERS SHALL BE GRAY OR
                                                                                                                                                                                                                                                                                                                                                                     *                                   *                                                                                                              DUCTILE CAST IRON CONFORMING TO 712.06.
                                                                                                                                                                 411                             11"                II                                                                                                                        3                5'-2"                  3                10'-2"
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     9. SINCE PIPE ENTRIES INTO THE INLET ARE VARIABLE, THE DIMENSIONS
                                                                                                                                                                 412                             11"                II                                                                                                                        3                2'-9"                  3                2'-9"                                                                                                            SHOWN ARE TYPICAL. ACTUAL DIMENSIONS AND QUANTITIES FOR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          1"            CONCRETE AND REINFORCEMENT SHALL BE AS REQUIRED IN THE
                                                                                                                                                                 413                                 9"             II                                                                                                                        7               10'-10"                 7                15'-10"                                                                      1"
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        WORK. QUANTITIES INCLUDE VOLUMES OCCUPIED BY PIPES.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    10. STRUCTURAL STEEL SHALL BE GALVANIZED AND SHALL CONFORM TO
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        THE REQUIREMENTS OF 712.06.
                                                                                                                                                                 501                            5 1/2"              IV               11               3'-4"             22                 3'-4"              33           3'-4"              22               3'-4"                  33               3'-4"
                                                                                                                                                                 502                            5 1/2"              III                                                                                                                       11               11'-5"                 17               11'-5"
                                                                                                                                                                           5/8"




                                                                                                                                                                                                                                                                                                                                                                                                                                              TYPICAL MANHOLE COVER
                                                                                                                                                                 503                            5 1/2"              II               5                3'-6"             16                 3'-6"              27           3'-6"              6                3'-6"                  6                3'-6"
                                                                                                                                                                 504                            5 1/2"              IX                                                                                                                                                                5                8'-4"
                                                                                                                                                                                                                                                                                                                                                                                                                                                                 23 7/8"
                                                                                                                                                                            3/4"
                                                                                                                                                                 601                            2 1/2"              V                2            8'-10"                  2               8'-10"              2            8'-10"             2               8'-10"                  4                8'-10"
K:\CAD Library\RTD S&D Drawings\Standard Drawings\SD-C119B-CurbInltTypR-Mdfd II.dwg, 10/15/2007 10:59:58 AM, mb12652, Bluebeam PDF9 Printer HighRes.pc3




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              1"
                                                                                                                                                                Ø8[8.5                                                               1            5'-10"                  1               10'-10"             1            15'-10"            1               10'-10"                 1                15'-10"
                                                                                                                                                                                                                              2BARS,1ROD                                                                                                                                                                                                                                                                                                                                                                                                     NO .4
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           23"             24"           23"
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     TWO N0. 4 BARS

                                                                                                                                                                       * VARIABLE, REFER4TO TABLE TWO.
                                                                                                                                                                       Ø INCLUDE 18" NO. BARS (SEE CHANNEL LAYOUT DETAIL).
                                                                                                                                                                                                                                                                                            REGULAR INLETS                                                    DROP BOX INLETS                                                                                                                                            12"                              12"
                                                                                                                                                                         SEE CURB FACE ASSEMBLY ON SHEET 1 AND CHANNEL LAYOUT DETAILS ON THIS SHEET.                                                                                                                                                                                                                                                                                                                 FOR 5' INLET
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      1 3/4"
                                                                                                                                                                                                              TABLE TWO ~ BARS AND QUANTITIES VARIABLE WITH "H"                                                                                                                                                                                                                                                                35"                  35"
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     ONE 1 1/2" HOLES




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    18"
                                                                                                                                                                                                                                        N0. REQ'D.            NO. REQ'D.                                                                                                                                                                                                                                                                  5'-10"
                                                                                                                                                                                                          LENGTH                                                                                 L=5'                      L=10'                          L=15'                    NOTE: FOR L=5', L=10' AND L=15'
                                                                                                                                                                          'H'                                                           REGULAR               DROP BOX                                                                                                             REGULAR INLETS: TOTAL                                                                                                                                                                                                                                             1 1/2"
                                                                                                                                                                                             401           402             410          403     407         403         407                                                                                                        QUANTITIES NEEDED ARE                                                                                                                                                                                                                     3/4"                    HOLE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                8"
                                                                                                                                                                         3'-0"               2'-8"         1'-8                         10        7                                       3.2            285         5.3            497           7.4             706              OUTSIDE OF THE HEAVY BLACK                                                                                                                  29"           24"          24"          24"            29"
                                                                                                                                                                                                                                                                                                                                                                                   LINE. DROP BOX INLETS: TOTAL                                                                                                                                                                                   FOUR NO. 4 BARS




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     3 3/8"
                                                                                                                                                                         3'-6"               3'-2"         2'-2"                     10          7                                         3.4           305         5.7            528           7.9             747                                                                                                                                                                     12"                               12"
                                                                                                                                                                                                                                                                                                                                                                                   QUANTITIES TIES NEEDED ARE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           6"                                                          6"
                                                                                                                                                                         4'-0"               3'-8"         2'-8"                     12          9                                         3.7           326         6.0            559           8.4             786              INSIDE OF THE HEAVY BLACK                                      TYPICAL MANHOLE RING
                                                                                                                                                                                                                                                                                                                                                                                   LINE                                                                                                                                                                                                           FOR 10' INLET
                                                                                                                                                                         4'-6"               4'-2"         3'-2"                     12          9                                         3.9           334        6.4             571           8.8             803
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               35"                 30"               30"              35"                                           8[8.5
                                                                                                                                                                         5'-0"               4'-8"         3'-8"                     14         11                                        4.1           354         6.7             602            9.3             844                                                                                                                                                                                                                            THREE 1 3/4" HOLES
                                                                                                                                                                         5'-6"               5'-2"         4'-2"           3'-5"     16         13              15             6           4.4           375         6.0            607           7.4             850                                                                                                                                                                                    10'-10"
                                                                                                                                                                         6'-0"               5'-8"         4'-8"          3'-11"     16         13              16             6           4.6           382         6.2            616           7.6             860
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            TYPICAL SECTION AT HOLE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                       30"
                                                                                                                                                                         6'-6"               6'-2"         5'-2"          4'-5"      18         15              18             8           4.8           402         6.4            637           7.8             880
                                                                                                                                                                                                                                                                                                                                                                                                                      2 15/16"                                       24 1/8"                                              17"         22"           22"          22"          24"       22"        22"    22"         17"
                                                                                                                                                                         7'-0"               6'-8"         5'-8"          4'-11"     20         17              19          10             5.0           423         6.6            654           8.0             897                                                                                                                                                                                                                                                        EIGHT NO. 4 BARS
                                                                                                                                                                                                                                                                                                                                                                                                                                                 1"
                                                                                                                                                                         7'-6"               7'-2"         6'-2"          5'-5"      20         17               20         10             5.3           430         6.9            664           8.3             907                                                                                                                                                                4"                        12"                          12"              4"
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    4"                                              4"
                                                                                                                                                                         8'-0"           7'-8"             6'-8"          5'-11"     22         19               22           12            5.5          451         7.1            684           8.5             927
                                                                                                                                                                                                                                                                                                                                                                               STEEL WEIGHTS DO NOT                                                                                                                                                                                                                          FOR 15' INLET
                                                                                                                                                                         8'-6"           8'-2"             7'-2"          6'-5"      24         21               23           14            5.7          471         7.3            702           8.7             944




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               4"
                                                                                                                                                                                                                                                                                                                                                                               INCLUDE STRUCTURAL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                35"                 30"               30"             30"          30"          35"




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         1"
                                                                                                                                                                         9'-0"          8'-8"              7'-8"          6'-11"     24         21              24            14           6.0           479         7.6            711           9.0          954             STEEL.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             FIVE 1 1/2" HOLES
                                                                                                                                                                         9'-6"           9'-2"            8'-2"           7'-5"      26         23               26           16           6.2           499         7.8            732           9.2             974                                                                                                                                                                                                       15'-10"
                                                                                                                                                                                                                                                                                                                                                                                                                                                            WEIGHTS: COVER = 125 LBS.
                                                                                                                                                                         10'-0"          9'-8"            8'-8"          7'-11"      28         25               27           18            6.4           520        8.0            749           9.4             992                                                                                                 RING = 135 LBS.
                                                                                                                                                                         10'-6"        10'-2"             9'-2"          8'-5"       28         25               28           18            6.7           527        8.3            759           9.7          1001                                                                                                  TOTAL = 260 LBS.                                                      CHANNEL LAYOUT DETAILS
                                                                                                                                                                         11'-0"        10'-8"             9'-8"          8'-11"      30         27               30           20            6.9           547        8.5            779           9.9          1022




                                                                                                                                                                                   TYPE II                                    TYPE III                          TYPE IV                             TYPE V                          TYPE VI                                TYPE VII                       TYPE VIII                    TYPE IX
                                                                                                                                                                                                                                 44"                                                                                                                                         12"
                                                                                                                                                                                                                                 41"
                                                                                                                                                                                                                                                                                                        601
                                                                                                                                                                                    LENGTH




                                                                                                                                                                                                                                                                                                                                                                                                                406
                                                                                                                                                                                                                                                                              8"




                                                                                                                                                                                                                                                                                                                           20"




                                                                                                                                                                                                                                                                                                                                                                                                 20"




                                                                                                                                                                                                                                                                                                                                                                                                                                                      34"
                                                                                                                                                                                                                                                                                                                                                                  VARIES




                                                                                                                                                                                                                                                                                                                                      405                                                                                               504
                                                                                                                                                                                                                                                                                          30"




                                                                                                                                                                                                                                                                                                                                                                                                                                 22"
                                                                                                                                                                                                                                                                                                    LA 2"




                                                                                                                                                                                                                                                              29"                                                                                                              410
                                                                                                                                                                                                                                                                                                      P
                                                                                                                                                                                                                                                                                                      1




                                                                                                                                                                                                                                    502
                                                                                                                                                                                                                                                                              11"
                                                                                                                                                                                                                    31"
                                                                                                                                                                                                                    21"




                                                                                                                                                                                                                                                           501                                                                        42"                                                                    VARIES                     44"

                                                                                                                                                                                                                                   BAR BENDING DIAGRAMS ~ (Dimensions are Out-to-Out of bar)

                                                                                                                                                                                                                                                                                                                   JAM                3/01/05                                CGG                 3/30/05                         NTS                                                                                                                                                                                                                             SHEET
                                                                                                                                                                                                                                                                                                                   SMPM               3/01/05                                SAS                 3/30/05                                                                                                                                         STANDARD DRAWING                                                                                              REFERENCE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                NUMBER:
                                                                                                                                                                                                                                                                                                                                                                                                                       0                                                                                                                  REGIONAL TRANSPORTATION DISTRICT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              SD-C119B
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             CIVIL
                                                                                                                                                          NO.                                   REVISIONS                                                  BY               DATE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 CURB INLET TYPE R (MODIFIED)                                                                 SHEET 25 OF 32
                                                                                                                                                                                                                                                                                                                                                                                            NOTE:
                                                                                                                                                                                                                                                                                                                                                                                            1. IF APPLICABLE TO INSTALL BUS PAD, SEE STANDARD
                                                                                                                                                                                                                                                                                                                                                                                               DRAWING C-123 FOR BUS PAD DETAIL AND SLOPE
                                                                                                                                                                                                                                                                                                                                                                                               DETAILS (PER LOCATION).




                                                                                                                                                                                              20.0'                                                                                                                                                          20.0'

                                                                                                                                                               5.0' Min.             6" THICK CONCRETE                                                                                                                                    5.0' Min.   6" THICK CONCRETE
                                                                                                                                                          7.0' DESIRABLE             SHELTER PAD                                                                                                                                     7.0' DESIRABLE   SHELTER PAD

                                                                                                                                                                                         RTD SIGN           4" THICK CONCRETE BOARDING AREA          EXISTING WALKWAY                                          EXISTING WALKWAY                                        4" THICK CONCRETE BOARDING AREA
                                                                                                                                                          8.0' DESIRABLE                                                                                                                                                            8.0' DESIRABLE
                                                                                                                                                                                                                                               LANDSCAPE                                                                    LANDSCAPE


                                                                                                                                                                    BOC     3.00'                     30'                                                                                                                                BOC
                                                                                                                                                                                                                                  90.0' Min.                                                                           50.0' Min.                                    30.0' Min.


                                                                                                                                                                                                                        DIRECTION OF TRAFFIC                                                                                        DIRECTION OF TRAFFIC




                                                                                                                                                                  DETAIL 1 - BUS STOP LAYOUT FAR SIDE APPLICATION                                                                                          DETAIL 2 - BUS STOP LAYOUT NEAR SIDE APPLICATION
                                                                                                                                                             1    SCALE: 1" = 10'
                                                                                                                                                                                                                                                                                                       2   SCALE: 1" = 10'
                                                                                                                                                                                  DETACHED WALKWAY                                                                                                                         DETACHED WALKWAY
 K:\CAD Library\RTD S&D Drawings\Standard Drawings\SD-C120-BsStpLyt.dwg, 10/15/2007 10:57:33 AM, mb12652, Bluebeam PDF9 Printer HighRes.pc3




                                                                                                                                                                                              20.0'                                                                                                                                                          20.0'

                                                                                                                                                                5.0' Min.            6" THICK CONCRETE                                                                                                                                    5.0' Min.   6" THICK CONCRETE
                                                                                                                                                           7.0' DESIRABLE            SHELTER PAD                                                                                                                                     7.0' DESIRABLE   SHELTER PAD


                                                                                                                                                           8.0' DESIRABLE                                                                EXISTING WALKWAY                                                      EXISTING WALKWAY      8.0' DESIRABLE



                                                                                                                                                                      BOC                                                                                                                                                                BOC
                                                                                                                                                                                                                                  90.0' Min.                                                                           50.0' Min.



                                                                                                                                                                                                                         DIRECTION OF TRAFFIC                                                                                       DIRECTION OF TRAFFIC




                                                                                                                                                                  DETAIL 3 - BUS STOP LAYOUT FAR SIDE APPLICATION                                                                                          DETAIL 4 - BUS STOP LAYOUT NEAR SIDE APPLICATION
                                                                                                                                                             3    SCALE: 1" = 10'
                                                                                                                                                                                                                                                                                                       4   SCALE: 1" = 10'
                                                                                                                                                                                  ATTACHED WALKWAY                                                                                                                         ATTACHED WALKWAY




                                                                                                                                                                                                                      JAM          3/01/05                 CGG          3/30/05       1" = 10'                                                                                                                                        SHEET
                                                                                                                                                                                                                      SMPM         3/01/05                 SAS          3/30/05                                                                               STANDARD DRAWING                                                      REFERENCE
                                                                                                                                                                                                                                                                                                                                                                                                                                     NUMBER:
                                                                                                                                                                                                                                                                                  0      10      20   30                                               REGIONAL TRANSPORTATION DISTRICT
                                                                                                                                                                                                                                                                                                                                                                                                                                    SD-C120
                                                                                                                                                                                                                                                                                                                                                                                        CIVIL
NO.                                                                                                                                           REVISIONS                             BY        DATE
                                                                                                                                                                                                                                                                                                                                                                                  BUS STOP LAYOUT                                  SHEET 26 OF 32
                                                                                                                                                                                                                                                                          "
                                                                                                                                                                                                                                                                   141°0'0




                                                                                                                                                                                                                                                                                                  39°0'0
                                                                                                                                                                                                                                                                                                        "
                                                                                                                                                                                                 21.54'
                                                                                                                                                                                                                                                                                R24.00'
                                                                                                                                                                                                                    R24.00'




                                                                                                                                                                                                                                                                                                                                                                                9°0'0"




                                                                                                                                                                                                                                                                                                                                                                                                                                         30°0
                                                                                                                                                                                                                                        37.31'                                                                                                                                136.00'




                                                                                                                                                                                                                                                                                                                                                                                                                                                                        MATCH LINE
                                                                                                                                                                                                                                                                                                                                                                                                                                          '0"
                                                                                                                                                                                                                                                                                                                                                                    85.00'                                                         23.32'

                                                                                                                                                                                                                                                                                                                R24.00'



                                                                                                                                                                                                                                                                                                                                                                                                            R24.00'




                                                                                                                                                                                                                                                                                                                          13.46'
                                                                                                                                                                                                                                                                                          171°0'0"




                                                                                                                                                                                                                                                                                                                                                                                                                                                39°0'0
                                                                                                                                                                                                                                                                                                                                                                                                                                                      "
 K:\CAD Library\RTD S&D Drawings\Standard Drawings\SD-C121A-ArtcltdBsPlltPln.dwg, 10/15/2007 11:24:29 AM, mb12652, Bluebeam PDF9 Printer HighRes.pc3




                                                                                                                                                                                                                                                                                                                                                                                                  39°0'0
                                                                                                                                                                                                                                '0"
                                                                                                                                                                                                                          141°0                                                                                                                                                                                                                       R24.0'




                                                                                                                                                                                                                                                                                                                                                                                                        "
                                                                                                                                                                                                                                                                                                                                                                                                                            '0"
                                                                                                                                                                                                                                                                                                                                                                                                                      141°0




                                                                                                                                                                                                                                                     39°0'0
                                                                                                                                                                                                                                                           "
                                                                                                                                                                                     R24.00'
                                                                                                                                                                                                                                                                                                                                                                                                                              171°0'0"
                                                                                                                                                                                                              30°0




                                                                                                                                                                                                                                           R24.00'
                                                                                                                                                                                                                   '0"




                                                                                                                                                                                                                                                                                                                                                                                         9°0'0"




                                                                                                                                                                                                                                                                                                                                                                                                                                                               12.00'
                                                                                                                                                                                                 37.31'                                                                                                                                       136.00'                                                                                    R24.00'
                                                                                                                                                                   MATCH LINE




                                                                                                                                                                                                                                                                                                                                                                                                                                                               12.00'
                                                                                                                                                                                                                              85.00'                                                              23.32'




                                                                                                                                                                                                                                                                                                                                                             30°0
                                                                                                                                                                                       30°0'0




                                                                                                                                                                                                                                                                                                                                                                                                                                                               8.00'
                                                                                                                                                                                                                                                                                                                                                              '0"
                                                                                                                                                                                             "




                                                                                                                                                                                                          9°0'0"




                                                                                                                                                                                                                                                                     R24.00'




                                                                                                                                                                                                                                                                                                                                                                     13.46'
                                                                                                                                                                                                                                                                                                                                                R24.00'
                                                                                                                                                                                                                                                                                                                39°0'0"
                                                                                                                                                                                                                                                         39°0'0




                                                                                                                                                                                                                                                                                           "
                                                                                                                                                                                                                                                                                       °0'0
                                                                                                                                                                                                                                                                                 141
                                                                                                                                                                                                                                                               "




                                                                                                                                                                                                                                                     1
                                                                                                                                                                                                                                                                   SAWTOOTH BUS BAY FOR AN ARTICULATED BUS
                                                                                                                                                                                                                                                                   SCALE: 1" = 10'


                                                                                                                                                                                                                         JAM           3/01/05                        CGG               3/30/05                                    1" = 10'                                                                                                                                                 SHEET
                                                                                                                                                                                                                         SMPM          3/01/05                        SAS               3/30/05                                                                                                                                          STANDARD DRAWING                                 REFERENCE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           NUMBER:
                                                                                                                                                                                                                                                                                                            0                         10                20   30                                                                   REGIONAL TRANSPORTATION DISTRICT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         SD-C121A
                                                                                                                                                                                                                                                                                                                                                                                                                                                                      CIVIL
NO.                                                                                                                                                    REVISIONS                BY   DATE
                                                                                                                                                                                                                                                                                                                                                                                                                                                          ARTICULATED BUS PULLOUT PLAN   SHEET 27 OF 32
                                                                                                                                                                                          "
                                                                                                                                                                                   141°0'0

                                                                                                                                                                                                                                                                                                                                                          141°0'0"




                                                                                                                                                                                                         39°0'0
                                                                                                                                                                                                               "




                                                                                                                                                                                                                                                                                                                                     39°0'0
                                                                                                                                                                                                                                                                                                               "
                                                                                                                                                                                                                                                                                                        141°0'0




                                                                                                                                                                                                                                                                                                                                           "
                                                                                                                                                             R24.00'                          R24.00'
                                                                                                                                                    17.50'




                                                                                                                                                                                                                   FLOWLINE                                                                           R24.00'                                  R24.00'
                                                                                                                                                                                                                                                                                                                                                                                                                                                                              R24.00'
 K:\CAD Library\RTD S&D Drawings\Standard Drawings\SD-C121B-45ftBsPlltPln.dwg, 10/15/2007 11:24:43 AM, mb12652, Bluebeam PDF9 Printer HighRes.pc3




                                                                                                                                                                                                                                                                                                                                                                                                                                                                 12.00'
                                                                                                                                                                       30.31'                                                                            110.50'                                                                     30.31'                                                                                     110.50'                                     TRAVEL LANE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                 12.00'
                                                                                                                                                                                                                                                                             60.00'                              16.44'                                                        60.00'                                  16.44'
                                                                                                                                                                                                                                                                                                                                                                                                                                                                            TRAVEL LANE
                                                                                                                                                                                                                                  R24.00'




                                                                                                                                                                                                                                                                                                                                                               30°0




                                                                                                                                                                                                                                                                                                                                                                                                                                                                 8.00'
                                                                                                                                                                                                                                                                                                                                                                                                                                                    30°0
                                                                                                                                                                                                                                                                                                                                                                '0"
                                                                                                                                                                                                                                                                                            R24.00'                                                                                                                                                                         SHOULDER




                                                                                                                                                                                                                                                                                                                                                                                                                                                     '0"
                                                                                                                                                                                                                                                                                                                                                                                                  R24.00'
                                                                                                                                                                                                                          9.50'




                                                                                                                                                                                                                                                                                                                                                                                                                                                                 9.50'
                                                                                                                                                                                                                                                                                                                           39°0'0"
                                                                                                                                                                                                                                                                                                                                                                                                                                          R24.00'




                                                                                                                                                                                                                                                                                                                                                                           "
                                                                                                                                                                                                                                            171°0'0                                                                                        R24.00'




                                                                                                                                                                                                                                                                                                                                                                      9°0'0
                                                                                                                                                                                                                                                   "




                                                                                                                                                                                                                                                                                                                                                                                        39°0'0"
                                                                                                                                                                                                                                                                                                                                                                         FLOWLINE


                                                                                                                                                                                                                                                                                                          0'0"
                                                                                                                                                                                                                                                                                                      141°

                                                                                                                                                                                                                                                                                                                                                                                                            141°0'0"




                                                                                                                                                                                                                                                  JAM              3/01/05            CGG   3/30/05               1" = 10'                                                                                                                                                                SHEET
                                                                                                                                                                                                                                                  SMPM             3/01/05            SAS   3/30/05                                                                                                                                                                                     REFERENCE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         NUMBER:
                                                                                                                                                                                                                                                                                                       0              10             20              30
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    SD-C121B
                                                                                                                                                                                                                                                                                                                                                                                                                                                              CIVIL
NO.                                                                                                                                                                    REVISIONS                    BY             DATE
                                                                                                                                                                                                                                                                                                                                                                                                                                                     45' BUS PULLOUT PLAN          SHEET 28 OF 32
 K:\CAD Library\RTD S&D Drawings\Standard Drawings\SD-C122-MltplBsPlltPln.dwg, 10/15/2007 11:24:58 AM, mb12652, Bluebeam PDF9 Printer HighRes.pc3




                                                                                                                                                                            JAM    3/01/05   CGG   3/30/05       1" = 20'                                                   SHEET
                                                                                                                                                                            SMPM   3/01/05   SAS   3/30/05                                   STANDARD DRAWING             REFERENCE
                                                                                                                                                                                                                                                                           NUMBER:
                                                                                                                                                                                                             0      20      40   60   REGIONAL TRANSPORTATION DISTRICT
                                                                                                                                                                                                                                                                          SD-C122
                                                                                                                                                                                                                                                       CIVIL
NO.                                                                                                                                                 REVISIONS   BY   DATE
                                                                                                                                                                                                                                            MULTIPLE BUS PULLOUT PLANS   SHEET 29 OF 32
 K:\CAD Library\RTD S&D Drawings\Standard Drawings\SD-C123-BsPdPln.dwg, 10/15/2007 11:25:13 AM, mb12652, Bluebeam PDF9 Printer HighRes.pc3




                                                                                                                                                                     JAM    3/01/05   CGG   3/30/05       AS SHOWN                                         SHEET
                                                                                                                                                                     SMPM   3/01/05   SAS   3/30/05                         STANDARD DRAWING             REFERENCE
                                                                                                                                                                                                                                                          NUMBER:
                                                                                                                                                                                                      0              REGIONAL TRANSPORTATION DISTRICT
                                                                                                                                                                                                                                                         SD-C123
                                                                                                                                                                                                                                   CIVIL
NO.                                                                                                                                          REVISIONS   BY   DATE
                                                                                                                                                                                                                                  BUS PAD               SHEET 30 OF 32
                                                                                                                                                                                                                                                                                                                                                                                                                          NOTES:
                                                                                                                                                                                                                                                                                                                                                                                                                          1. ALL DIMENSIONS AND RADII ARE GIVEN TO
                                                                                                                                                                                                                                                                                                                                                                                                                             THE FLOWLINE, UNLESS OTHERWISE NOTED.
                                                                                                                                                                              0.50'                                                                        0.50'                                                                                               0.50'          2.00'
                                                                                                                                                                                                                                                                                                                                                                                                                          2. ALL CURB AND GUTTER SHALL BE TYPE 2
                                                                                                                                                               MULCH                                                                       MULCH                     1.5"                                                                    MULCH                     1.5"                                                  (INTEGRAL) UNLESS ABUTTING ASPHALT
                                                                                                                                                                                      1.5"   SLOPE VARIES TO                                                                        TACKIFIER                                                                                                                                PAVEMENT WHICH WILL BE TYPE 2-1B OR 2-2B.
                                                                                                                                                           2% (TYP)                          MATCH PAVEMENT                            2% (TYP)                                        ASPHALT                                           2% (TYP)                                       TACKIFIER




                                                                                                                                                                                                                                                                        "
                                                                                                                                                                                         "




                                                                                                                                                                                                                                                                      R2
                                                                                                                                                                                       R2
                                                                                                                                                                                                                                                                                       PAVEMENT




                                                                                                                                                                                                                                                                                                                                                                         "
                                                                                                                                                                                                                                                                                                                                                                       R2
                                                                                                                                                                                                                                                                                                                                                                                         ASPHALT
                                                                                                                                                                                                                                                                                                                                                                                         PAVEMENT
                                                                                                                                                                                                                                                                                                                                                                                1
                                                                                                                                                                                                                                                                                                  1.00'
                                                                                                                                                                                             17"
                                                                                                                                                                                                                                                                                          0.50'
                                                                                                                                                       PREPARED                                                                   PREPARED                                                                                          PREPARED
                                                                                                                                                      SUB-GRADE                                                                  SUB-GRADE                                                                                         SUB-GRADE

                                                                                                                                                                                                                                                                                                                                                                                              1   GUTTER CROSS SLOPES
                                                                                                                                                                                                                                                                                                                                                                                                  SHALL BE 1/2"/FT WHEN
                                                                                                                                                                                                                                                                                                                                                                                                  DRAINING AWAY FROM
                                                                                                                                                                                 CURB & GUTTER                                                             CURB & GUTTER                                                                                       CURB & GUTTER                      CURB AND 1"/FT WHEN
                                                                                                                                                                          1                                                                            2                                                                                              3                                           DRAINING TOWARD CURB.
                                                                                                                                                                                 TYPE 2 (INTEGRAL)                                                         TYPE 2-1B                                                                                           TYPE 2-2B




                                                                                                                                                                                                                                                                                                                                     STRIPING
 K:\CAD Library\RTD S&D Drawings\Standard Drawings\SD-C124A-CrbIslndPln-Typ.dwg, 10/15/2007 11:25:30 AM, mb12652, Bluebeam PDF9 Printer HighRes.pc3




                                                                                                                                                                                                                                                                                            36.00'



                                                                                                                                                                                                                                                                                                                                                                                    A
                                                                                                                                                                                                                                                                                                                                     1.00'



                                                                                                                                                                                                                                                                                                                    6"
                                                                                                                                                                                                                       R2.50'                                                                                                                                                       A
                                                                                                                                                                                                                                                                                  PREFERRED
                                                                                                                                                                                                                                                                                  LIGHT POLE
                                                                                                                                                                                                                                                             4.50'                LOCATION


                                                                                                                                                                                                                                                                                                                                                     9.00'




                                                                                                                                                                                                                                                                                                                             CAISSON BASE
                                                                                                                                                                                                                                                             4.50'



                                                                                                                                                                                                                                                                                                                              6"



                                                                                                                                                                                                                                                            15.50'                                                                                    15.50'


                                                                                                                                                                                                               2.00'                                                                                                     31.00'                                                              2.00'




                                                                                                                                                                                                                                                                            1

                                                                                                                                                                                                                                JAM          3/01/05               CGG          3/30/05                   1" = 2'                                                                                                                                              SHEET
                                                                                                                                                                                                                                SMPM         3/01/05               SAS          3/30/05                                                                                                        STANDARD DRAWING                                              REFERENCE
                                                                                                                                                                                                                                                                                                                                                                                                                                                              NUMBER:
                                                                                                                                                                                                                                                                                                     0        2          4           6                                                  REGIONAL TRANSPORTATION DISTRICT
                                                                                                                                                                                                                                                                                                                                                                                                                                                            SD-C124A
                                                                                                                                                                                                                                                                                                                                                                                                               CIVIL
NO.                                                                                                                                                                    REVISIONS              BY       DATE
                                                                                                                                                                                                                                                                                                                                                                                                     CURB ISLAND PLAN - TYPICAL                             SHEET 31 OF 32
                                                                                                                                                                                                                                                                                                                NOTES:

                                                                                                                                                                                                                                                                                                                1. ALL DIMENSIONS AND RADII ARE GIVEN TO
                                                                                                                                                                                                                                                                                                                   THE FLOWLINE, UNLESS OTHERWISE NOTED.

                                                                                                                                                                                                                                                                                                                2. ALL CURB AND GUTTER SHALL BE TYPE 2
                                                                                                                                                                                                                                                                                                                   (INTEGRAL) UNLESS ABUTTING ASPHALT
                                                                                                                                                                                                                                                                                                                   PAVEMENT, WHICH WILL BE TYPE 2-1B OR
                                                                                                                                                                                                                                                                                                                   2-2B.




                                                                                                                                                                                                                                    36.00'




                                                                                                                                                                      R2.50'




                                                                                                                                                                                                       17.00'




                                                                                                                                                                                                                                                                            18.00'
 K:\CAD Library\RTD S&D Drawings\Standard Drawings\SD-C124B-CrbIslndPln-Vr.dwg, 10/15/2007 11:22:07 AM, mb12652, Bluebeam PDF9 Printer HighRes.pc3




                                                                                                                                                                                                                                                                1.00' TYP




                                                                                                                                                                         R10.00'                                                                                                                       R2.50'



                                                                                                                                                                                                                                                   0.50' TYP.




                                                                                                                                                                                                                                                                       9.00'




                                                                                                                                                                                                                                                                                              R5.00'

                                                                                                                                                                                                                                    R10.00'




                                                                                                                                                                                      JAM    3/01/05            CGG   3/30/05        1" = 2'                                                                                                      SHEET
                                                                                                                                                                                      SMPM   3/01/05            SAS   3/30/05                                                               STANDARD DRAWING                                    REFERENCE
                                                                                                                                                                                                                                                                                                                                                 NUMBER:
                                                                                                                                                                                                                                0        2     4       6                             REGIONAL TRANSPORTATION DISTRICT
                                                                                                                                                                                                                                                                                                                                               SD-C124B
                                                                                                                                                                                                                                                                                                      CIVIL
NO.                                                                                                                                                  REVISIONS   BY            DATE
                                                                                                                                                                                                                                                                                           CURB ISLAND PLAN - VARIABLE                         SHEET 32 OF 32

								
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