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ATTACHMENT Brevard County Mid Reach Beach Nourishment PROPOSED PROJECT AERIAL by brucewayneishere

VIEWS: 24 PAGES: 8

									                 ATTACHMENT B1
Brevard County Mid Reach Beach Nourishment




         PROPOSED PROJECT
& AERIAL PHOTOGRAPH WITH
 NEARSHORE ROCK MAPPING

 (Jan. 2001 Photography/Mapping Results)
                             2001 Rock                                                                         MATCHLINE A
 SCALE
                             Coverage,
                                   TYP.
 0       200        400 FT                                                 R-78

     FDEP REFERENCE
     MONUMENT, TYP.

                     R-75
  EXISTING MHWL
   (+2.0 FT-NGVD)
Jan-Feb 2005, TYP.
       Stormwater
             Outfall
          Construction                       Northern Limit
               Access                      of Project (R-75.4)
                                                 TRUCK HAUL               R-79
                                                     FILL



                                              Seaward Limit of
                                              Berm (+10.6 FT)
                 R-76
                                              Seaward Limit
                                              of Construction
                                              (Approx)
       Landward                               El. Varies
           Limit of
     Construction
        (Approx)                                                        R-80
      El. +15.0 FT                            Anticipated Toe
                                              of Equilibrium
                                              Profile, Typ.
           R-77
                                             SLOPE 1:8, TYP.




                                            Toe of
                                            Dune
                                            (Approx)
                                            El. +10.6 FT
                                                                 R-81


                                                   MATCHLINE A                                                 MATCHLINE B

                                                                                                  Photo Date: Jan 2001
                                                                                  DATE   APPROVED REVISION
               olsen                                BREVARD COUNTY                                              09/01/05
               associates, inc.                                                                              DRAWN BY:
                                          MID REACH SHORE PROTECTION PROJECT
               4438 Herschel Street
                                               BEACH FILL AREA (PLANFORM)                                       W.A.H.
               Jacksonville, FL. 32210
               (904) 387-6114                     2001 ROCK COVERAGE                                            SHEET
               COA No. 3491                                                                                    1 of 7
  MATCHLINE B                                                          MATCHLINE C


                                                                     R-85
                                        EXISTING MHWL
Stormwater                              (+2.0 FT-NGVD)
     Outfall                            Jan-Feb 2005, TYP.




 R-82
                                    Seaward Limit
                                    of Construction
                                    (Approx)
                                    El. Varies
                                                                            R-86
                                 Seaward Limit of
                                 Berm (+10.6 FT)


                                    Anticipated Toe
                                    of Equilibrium
 R-83                               Profile, Typ.
                                        Landward
                                        Limit of
                                        Construction
                                        (Approx)
                                        El. +15.0 FT
                                                                            R-87



                                    SLOPE 1:8, TYP.

                                                                      Stormwater
                                                                           Outfall

                                    Toe of
       R-84                         Dune
                                    (Approx)                                                  Construction Access
                                    El. +10.6 FT                                              (Grant Ave.)

                                            SCALE

                                            0      200     400 FT    R-88

                                                       MATCHLINE C                                                MATCHLINE D

                                                                                                     Photo Date: Jan 2001
R-85                                                                                 DATE   APPROVED REVISION
              olsen                                  BREVARD COUNTY                                                09/01/05
              associates, inc.                                                                                  DRAWN BY:
                                           MID REACH SHORE PROTECTION PROJECT
              4438 Herschel Street
                                                BEACH FILL AREA (PLANFORM)                                         W.A.H.
              Jacksonville, FL. 32210
              (904) 387-6114                       2001 ROCK COVERAGE                                              SHEET
              COA No. 3491                                                                                        2 of 7
 MATCHLINE D                                                      MATCHLINE E




                                     EXISTING MHWL
                                     (+2.0 FT-NGVD)
                                     Jan-Feb 2005, TYP.




R-89
                                                                          R-93

                                    Seaward Limit
                                    of Construction
                                    (Approx)
                                    El. Varies

R-90
                             Seaward Limit of
                             Berm (+10.6 FT)

                                    Anticipated Toe
                                    of Equilibrium
                                    Profile, Typ.                  R-94
Stormwater
                                      Landward
     Outfall
                                      Limit of                                              Construction Access
                                      Construction                                          (De Soto Ave.)
                                      (Approx)
 R-91                                 El. +15.0 FT

                                                                  Stormwater
                                                                       Outfall

                                                                   R-95
                                    SLOPE 1:8, TYP.


                                     Toe of
                                     Dune                                                        SCALE
                                     (Approx)
  R-92                               El. +10.6 FT                                               0           200      400 FT

                                                    MATCHLINE E                                               MATCHLINE F

                                                                                                 Photo Date: Jan 2001
                                                                                 DATE   APPROVED REVISION
          olsen                                  BREVARD COUNTY                                                   09/01/05
          associates, inc.                                                                                  DRAWN BY:
                                       MID REACH SHORE PROTECTION PROJECT
          4438 Herschel Street
                                            BEACH FILL AREA (PLANFORM)                                         W.A.H.
          Jacksonville, FL. 32210
          (904) 387-6114                       2001 ROCK COVERAGE                                              SHEET
          COA No. 3491                                                                                        3 of 7
                                                                        R-99
 MATCHLINE F                                                 MATCHLINE G

                                                           Stormwater
                                      EXISTING MHWL             Outfall
                                      (+2.0 FT-NGVD)
                                                                                                       Seaward Limit
  R-96                                Jan-Feb 2005, TYP.      Dune Crest                               of Construction
                                        Anticipated Toe        Elevation                               (Approx)
                                        of Equilibrium      Transitions from                           El. Varies
                                        Profile, Typ.        +15.0 FT (Truck
                                                            Haul) to +12.6 FT                                  Anticipated
                                         Seaward Limit       (Hydraulic Fill)                                  Toe of
  Landward                                                                                                     Equilibrium
                                         of Construction
      Limit of                                                                                                 Profile, Typ.
                                         (Approx)
Construction
                                         El. Varies
   (Approx)
 El. +15.0 FT                                                          R-100


                                                                                                                Stockpile
                                                                                                                Slopes to Fill
   R-97                                                     1500 FT TRANSITION
                                                                                                                Template,
                                     Seaward Limit of       TO TRUCK HAUL FILL
        Toe of                       Berm (+10.6 FT)                                                            Approx 1:2.
         Dune                                               (R-99 to R-100.5)
     (Approx)                                               HYDRAULIC FILL
   El. +10.6 FT                                             (R-100.5 to R-118.3)

                                                                   Berm
                                      SLOPE 1:8, TYP.
                                                            (EL +10.6 FT)                                           SLOPE
                                                                                                                    1:15, TYP.

                                                               R-101
                                                                                                                    SLOPE
                                                               Landward
                                                                                                                    1:67, TYP.
                                                                   Limit of
                                                             Construction
           R-98                                                 (Approx)
                                                              El. +12.6 FT

                                                              Toe of Dune /                              Seaward Limit
                                                                                                         of Stockpile
                                                                 Landward
                                                                                                         El. +5 FT
                                                                      Limit of                           (R-100.5 to R-106)
                                                              Berm(Approx)
                                                                 El. +10.6 FT

                                     Construction Access
                                     (Bicentennial Park)                R-102
                                                                                                          Seaward Limit
                                                                                                          of Berm
                                                               SCALE                                      (EL +9.1 FT)
                                     TRUCK HAUL FILL
            R-99
                                      1500 FT TRANSITION       0      200        400 FT
MATCHLINE G                           TO HYDRAULIC FILL                                                          MATCHLINE H

                                      (R-99 to R-100.5)    Photo Date: Jan 2001
                                                                                    DATE   APPROVED REVISION
           olsen                                BREVARD COUNTY                                                    09/01/05
           associates, inc.                                                                                    DRAWN BY:
                                      MID REACH SHORE PROTECTION PROJECT
           4438 Herschel Street
                                           BEACH FILL AREA (PLANFORM)                                             W.A.H.
           Jacksonville, FL. 32210
           (904) 387-6114                     2001 ROCK COVERAGE                                                  SHEET
           COA No. 3491                                                                                          4 of 7
 MATCHLINE H                                                    MATCHLINE I



     Seaward Limit                            SLOPE
                                                                              R-106
                                                                                                         SOUTHERN LIMIT
    of Construction                           1:15, TYP.                  Stockpile
                                                                                                         OF STOCKPILE
          (Approx)                                                     Slopes to Fill
                                                                         Template,
          El. Varies
                                                                       Approx 1:2.


                   R-103                                        Toe of Dune /
                                                                   Landward
        Anticipated                                                     Limit of
               Toe of                                           Berm(Approx)
         Equilibrium                                               El. +10.6 FT
         Profile, Typ.

     Seaward Limit of
     Berm (EL +9.1 FT)                                                        R-107
           Berm
    (EL +10.6 FT)
               R-104


   Landward                                                       Stormwater
       Limit of                                                        Outfall
 Construction
    (Approx)
  El. +12.6 FT                                 SLOPE
                                               1:67, TYP.
                                                                   R-108
                   R-105


 Construction Access
(Canova Beach Park)

           Stormwater
                Outfall


  EXISTING MHWL
   (+2.0 FT-NGVD)
Jan-Feb 2005, TYP.
                                                                    R-109
                                                                       Stormwater
 SCALE                                                                      Outfall

                                                 MATCHLINE I                                                         MATCHLINE J
0        200        400 FT
                                                               Photo Date: Jan 2001
                                                                                        DATE   APPROVED REVISION
               olsen                               BREVARD COUNTY                                                     09/01/05
               associates, inc.                                                                                    DRAWN BY:
                                         MID REACH SHORE PROTECTION PROJECT
               4438 Herschel Street
                                              BEACH FILL AREA (PLANFORM)                                              W.A.H.
               Jacksonville, FL. 32210
               (904) 387-6114                    2001 ROCK COVERAGE                                                   SHEET
               COA No. 3491                                                                                          5 of 7
 MATCHLINE J                                                     MATCHLINE K
 Stormwater
                                            SLOPE
      Outfall
                                            1:15, TYP.
Construction
  Access &                                                      R-113
    Staging
     Seaward Limit
    of Construction
          (Approx)
          El. Varies


 R-110

Anticipated
       Toe of
 Equilibrium
 Profile, Typ.                                                                 R-114

    Seaward Limit of                                                    Stormwater
    Berm (EL +9.1 FT)                                                        Outfall
Paradise Beach Park

     R-111
                                                                   EXISTING MHWL
            Berm                                                    (+2.0 FT-NGVD)
     (EL +10.6 FT)                                               Jan-Feb 2005, TYP.




  Landward
      Limit of
Construction
   (Approx)                                                                    R-115
 El. +12.6 FT



     R-112
      Toe of Dune /                              SLOPE
         Landward                                1:67, TYP.
              Limit of
      Berm(Approx)
         El. +10.6 FT
                                                                   R-116
 SCALE
                                                  MATCHLINE K                                                       MATCHLINE L
0        200        400 FT
                                                                 Photo Date: Jan 2001
                                                                                       DATE   APPROVED REVISION
               olsen                               BREVARD COUNTY                                                    09/01/05
               associates, inc.                                                                                   DRAWN BY:
                                         MID REACH SHORE PROTECTION PROJECT
               4438 Herschel Street
                                              BEACH FILL AREA (PLANFORM)                                             W.A.H.
               Jacksonville, FL. 32210
               (904) 387-6114                    2001 ROCK COVERAGE                                                  SHEET
               COA No. 3491                                                                                         6 of 7
              MATCHLINE L

                                                         SLOPE
               Seaward Limit                             1:67, TYP.
              of Construction
                    (Approx)                              SLOPE
                    El. Varies                            1:15, TYP.

                      EXISTING MHWL
                                                                              Anticipated
                       (+2.0 FT-NGVD)
                                                                              Toe of
                    Jan-Feb 2005, TYP.
                                                                              Equilibrium
                                           R-117                              Profile, Typ.
                                Stormwater
                                     Outfall
                          Seaward Limit of
                          Berm (EL +9.1 FT)


                                 Berm
                          (EL +10.6 FT)

                            Toe of Dune /
                               Landward
                                    Limit of
                            Berm(Approx)
                               El. +10.6 FT
                                             R-118

                        Landward
                                                                                   LIMIT
                            Limit of                                   SOUTHERN
                                                                                   -118.3)
                      Construction                                     FULL FILL (R
                         (Approx)
                       El. +12.6 FT                                    400 FT TRANSITION
                                                                       TO SOUTH REACH




                                               R-119




              SCALE

              0           200     400 FT
                                                                        Photo Date: Jan 2001
                                                                       DATE   APPROVED REVISION
olsen                                     BREVARD COUNTY                                             09/01/05
associates, inc.                                                                                  DRAWN BY:
                                MID REACH SHORE PROTECTION PROJECT
4438 Herschel Street
                                     BEACH FILL AREA (PLANFORM)                                      W.A.H.
Jacksonville, FL. 32210
(904) 387-6114                          2001 ROCK COVERAGE                                           SHEET
COA No. 3491                                                                                        7 of 7

								
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