Oregon LNG Terminal Design Drawings

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					             APPENDIX 1B
Oregon LNG Terminal
     Design Drawings
                                      1                                               2                                                     3                                               4                                                               5                                                              6                                                              7                                                           8




                              H                                                                                                                                                                                                                                                                                                                                                                                                                                                  H




                                                                                                                                                                                                                                                                                                                                                                                                                                                          N
                                                                                                                                                                                                                               MOORING DOLPHINS SEE
                                                                                                                                                                                                                               DWG. 07902-DG-100-807




                              G                                                                                                                                                                                                                                                                                                                                                                                                                                                  G
                                                                                                                                                                                                                                                                                   BH-1-1


                                                                                                                                                                                                                                                                                                             BH-1-2




                                                                                                                                                                                                                                                                    UNLOADING PLATFORM,
                                                                                                                      EXPANSION LOOP
                                                                                                                                                                                                                                                                    SEE DWG. 07902-DG-100-804
                                                                                                                      PLATFORMS, TYP.
                              F                                       BH-17                                                                                                                                                                                                                                                                                                                                                                                                      F

                                                                                                                                                                                                                                                                                                                                                                   BH-2-2


                                                                                                                                                                                                 BH-19
                                                                                                                                                                                                                                                                                                                                                                        BH-2-1


                                  1          2             3      4    5         6        7                           10              11        12   13          14          15        16   17        18          19                                    22                23          24     25            26            27
                                                                                                     8      9                                                                                                                  20      21                                                                                                                                BH-2-3

                                          3 @ 90’-0" = 270’-0"        20’-0"              VEHICLE                                                                                                          VEHICLE                                                                  20’-0"        90’-0"        90’-0"     87’-11 1/2 "
                                                                                                                              TRESTLE BENT
                                                                                          PULLOUT                                                                                                          PULLOUT
                                                                                                                              NUMBERS, TYP.                                                                                                  TRESTLE, SEE DWG.
                                                                                                                                                                                                                                             07902-DG-100-803
                                                 290’-0"                                                                                                      5 @ 310’-0" = 1550’-0"                                                                                                                       287’-11 1/2 "
                              E                                                                                                                                                                                                                                                                                                                                                                                                                                                  E
                                                                                                                                                                  2127’-11 1/2 "




                                                                                                                                                                                                                                                                                                      BREASTING DOLPHINS,
                                                                                                                                                                                                                                                                                                      SEE DWG. 07902-DG-100-806


                                                                                                                                                                MARINE TERMINAL PLAN
                                                                                                                                                                1"=100’



                                                                                                                                                                                                                                                                                                                LNG DOCK, SEE
                              D                                                                                                                                                                                                                                                                                 DWG. 07902-DG-100-801                                                                                                                                            D
                                                                                                                                                                                                                                                                                                                                                                   BH-3-1
                                                                                                                                                                                                                                                                                                                                                 BH-3-2




                                                                                                                                                                                                                       S8
                                                                                                                                                                                                                        0%
                                                                                                                                                                                                                          %d
                                                                                                                                                                                                                                                                               S




                                                                                                                                                                                                                            43
                                                                                                                                                                                                                                                                            M
                                                                                                                                                                                                                                                                          AR




                                                                                                                                                                                                                               ’43
                              C                                                                                                                                                                                                                                       G                                                                                                                                                                                                          C




                                                                                                                                                                                                                                  "E
                                                                                                                                                                                                                                                                    N
                                                                                                                                                                                                 POINT A                                                        ADI
                                                                                                                                                                                                 N 935,957.44                                             LO
                                                                                                                                                                                                                                                        CL
                                                                                                                                                                                                 E 7,341,093.57
                                                                                                    N 38%%d19’48" E        2127.95’        TRESTLE LAYOUT LINE

                                                                                                                                                                                                                                                                POINT B
8:21:29 AM




                                                                                                                                                                                                                                                                N 936,044.04
                                                                                                                                                                                                                                                                E 7,341,143.42




                                                                                                                                                                                                                                             FE
                                                                                                                                                                                                                                              N
                                                                                                                                                           PLAN




                                                                                                                                                                                                                                                  D
                                                                                                                                                                                                                                                  ER
                                                                                           N 934,288.17




                                                                                                                                                                                                                                                      LI
                                                                                           E 7,339,773.83




                                                                                                                                                                                                                                                        N
                                                                                                                                                                                                                                                        E
                              B                                                                                                                                                                                                                                                                                                                                                                                                                                                  B
                                                                                                                                                                                                                                                                                                                                                                                                                   Project Title:

                                                                                               INVERT OF                                                                     TOP OF DECK
                                                                                                                                                                                                                                                                                                                                                                                                                                     OREGON LNG, LLC
                                                                                               SPILL TROUGH                                                                                                                                 EL. 31.00 (NAVD88)
                                                                                                                                                                                                                                                                                                                                                                                                                   NE KING AVE, WARRENTON, OR 97146
9/18/2008




                                                                                                                                                                                                                                                                                                                                                                                                                   Drawing Title:

                                                                                                                                                          0.0025 FT/FT                                                                      EL. 25.50 (NAVD88)




                                                                                                                                                                                                                                                                     0
                                                                 EL. 20.18 (NAVD88)
                                                                                                                                                                                                                                                                                                                                                                                                                        MARINE TERMINAL PLOT PLAN
07902-DG-100-800_355036.dgn




                                                                                                                                                                                                                                                                                                                                                                    REVISIONS
                                                                                                                                                                                                                                                                                                                                                                                 Drawn        Checked   Approved
                                                                                                                                                             PROFILE                                                                                                                                                                      Rev.            Description
                                                                                                                                                                                                                                                                                                                                                                                 & Date       & Date     & Date

                                                                                                                                                                                                                                                                                                                                                                                                                   Drawn By:           Scale:                 Date:

                              A                                                                                                                                                                                                                                                                                                                                                                                                                                                  A
                                                                                                                                                                                                                                                                                                                                                                                                                               GTM              1"=100’                9-18-08


                                                                                                                              MARINE TERMINAL GEOMETRY                                                                                                                                                                                                                                                             Drawing No:                                Sheet:

                                                                                                                              NTS                                                                                                                                                                                                                                                GTM            JE       MWD
                                                                                                                                                                                                                                                                                                                                                  ISSUED FOR
                                                                                                                                                                                                                                                                                                                                          A                                                                                07902-DG-100-800                    SHEET 1 OF 1
                                                                                                                                                                                                                                                                                                                                                  CLIENT REVIEW              9/18/08      9/18/08       9/18/08



                                      1                                               2                                                     3                                               4                                                               5                                                              6                                                              7                                                           8
                                      1                        2                                             3                           4                                          5                              6                                                  7                                                          8




                              H                                                                                                                                                                                                                                                                                                                           H




                                  N




                              G                                                                                                                                                                                                                                                                                                                           G




                                                                                                                                                                C LOADING ARMS
                                                                                                                                                                L
                                                                                                                                                                                                                                                            APPROXIMATE
                                                                                                                 FACE OF                                                                                                                                    TOE OF DREDGE
                                                                                                                                                                                                    BREASTING DOLPHINS, SEE
                                                                                                                 DOLPHIN                                                                                                                                    CUT SLOPE
                                                                                                                                                                                                    DWG. 07902-DG-100-806




                                                                                                    10’-6"
                              F                                                                                                                                                                                                                                                                                                                           F




                                                                               C MOORING HOOK AND
                                                                                    DOLPHIN
                                                                     131’-6"
                                                                                                                                                                                                                                FENDER LINE
                                                                                                                                                                                                                                                                                     APPROXIMATE
                                                                                                                                                                                                                                                                                     TOP OF DREDGE
                                                                                                                                                                                                                  WALKWAY, TYP. SEE
                                                                                                                                                                                                                                                                                     CUT SLOPE
                                                                                                                                                                                                                  DWG. 07902-DG-100-808
                                                                               L

                              E                                                                                                                                                                                                                                                                                                                           E



                                                                                                                                                                        UNLOADING
                                                                                                                                                                        PLATFORM,
                                                                                                                                                                        SEE DWG.
                                          MOORING DOLPHINS,                                                                                                             07902-DG-100-804                         MOORING DOLPHINS,
                                          SEE DWG.                                                                                                                                                               SEE DWG.
                                          07902-DG-1000-807                                                                                                                                                      07902-DG-1000-807




                              D                                                                                                                                                                                                                                                                                                                           D


                                                                                                                                             TRESTLE, SEE
                                                                                                                                             DWG.
                                                                                                                                             07902-DG-100-802


                                                     260’-0"       215’-0"                                             75’-0"   75’-0"        125’-0"                     125’-0"          75’-0"    75’-0"                        215’-0"                                                                 260’-0"



                                                                                                                                                            1500’-0"



                              C                                                                                                                                                                                                                                                                                                                           C
8:39:24 AM




                                                                                                                                                        LNG DOCK PLAN
                                                                                                                                                        1" = 50’



                              B                                                                                                                                                                                                                                                                                                                           B
                                                                                                                                                                                                                                                                                               Project Title:


                                                                                                                                                                                                                                                                                                                     OREGON LNG, LLC
                                                                                                                                                                                                                                                                                               NE KING AVE, WARRENTON, OR 97146
9/18/2008




                                                                                                                                                                                                                                                                                               Drawing Title:




                                                                                                                                                                                                                                                                                                         GENERAL ARRANGEMENT
07902-DG-100-801_355036.dgn




                                                                                                                                                                                                                                                       REVISIONS
                                                                                                                                                                                                                                                             Drawn        Checked   Approved
                                                                                                                                                                                                                                 Rev.        Description
                                                                                                                                                                                                                                                             & Date       & Date     & Date

                                                                                                                                                                                                                                                                                               Drawn By:               Scale:          Date:

                              A                                                                                                                                                                                                                                                                                                                           A
                                                                                                                                                                                                                                                                                                           GTM              AS SHOWN            9-18-08


                                                                                                                                                                                                                                                                                               Drawing No:                             Sheet:


                                                                                                                                                                                                                                        ISSUED FOR           GTM            JE       MWD
                                                                                                                                                                                                                                 A                                                                     07902-DG-100-801                 SHEET 1 OF 1
                                                                                                                                                                                                                                        CLIENT REVIEW       9/18/08   9/18/08       9/18/08



                                      1                        2                                             3                           4                                          5                              6                                                  7                                                          8
                                  1                                                        2                                                                                     3                                                          4                                                               5                              6                                                             7                                                            8




                              H           90’-0"                                                 90’-0"                                                           40’-0"                                                    90’-0"                                           90’-0"                                                      90’-0"                                  40’-0"                                                            90’-0"                                                      H
                                      TYPICAL SPANS
                                                                                                                                                                               C EXPANSION
                                                                                                                                                                               L
                                                                                                                                                                                 LOOP PLATFORM



                                                                                                                                                         20’-0"                   20’-0"

                                                                                                                                                                                                                                                                                                                                                                                  A

                                                                                                                                                                                                                                                                                                                                                                07902-DG-100-803
                                                                                                                                                                                 C

                                                                                                                                                       07902-DG-100-803


                                      C BENT, TYP.
                                      L

                              G                                                                                                                                                                                                                                                                                                                                                                                                                                                                                G




                                                                                                                                                                                                                                                                                                                                                                                  SLOPE 0.5%
                                                                       10’-10" CLEAR




                                                                                                                                                                  SLOPE 0.5%
                                                                                       PIPEWAY




                                                                                                          5’-0" SPILL
                                                                                                                        TROUGH
                                                                                                                                                                                                                                                              B

                                                                                                                                                                                                                                                  07902-DG-100-803




                              F                                                                                                                                                                                                                                                                                                                                                                                                                                                                                F




                                                                                                                                                                                                                                                                                 12’-0" TYPICAL


                                                                                                                                                                                                                                                                                                  ROADWAY
                                                   2 PRECAST




                                                                                                                                                                                                                                                                                                                                                                                                                                                                        2 PRECAST
                                                               BEAMS




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    BEAMS
                                                                                                                                                                                                                                                                                                   CLEAR
                                                                                                                                 3 PRECAST

                                                                                                                                             BEAMS




                                                                                                                                                                                                          ROADWAY
                                                                                                                                                                                                                                                                                                                                                                                  A




                                                                                                                                                                                                           CLEAR
                                                                                                                                                                                                 22’-8"
                                                                                                                                                                                 C                                                                                                                                                     OPEN GRID STEEL DECK     07902-DG-100-803
                                                                                                                                                                                                                                                                                                                                       AT OPENINGS IN
                                                                                                                                                       07902-DG-100-803                                                                                                                                                                CONCRETE DECK, TYP.



                              E                                                                                                                      144’-0" ROADWAY TURNOUT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               E


                                                                                                          AT EXPANSION LOOP (WITH TURNOUT)                                                                                                                                                                                                                  AT EXPANSION LOOP (NO TURNOUT)




                                                                                                                                                                                                                                                         N
                                                                                                                                                                                                                                                              TRESTLE PLAN
                                                                                                                                                                                                                                                              1" = 20’




                              D                                                                                                                                                                                                                                                                                                                                                                                                                                                                                D




                              C                                                                                                                                                                                                      C EXPANSION
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               C
                                                                                                                                                                                                                                     L
                                                                                                                                                                                                                                       LOOP PLATFORM
8:41:00 AM




                                                                                                                                                                                                                                                                                                  PRECAST CONCRETE
                                                                                                                                                                                                                                                                                                  ROADWAY BEAMS, TYP.

                                                                                                                                                                                                                                                                     PRECAST OR CAST-IN-PLACE
                              B                                                                                                                                                                                                                                      CONCRETE PILE CAPS, TYP.                                                                                                                                                                                                                  B
                                                                                                                                                                                                                                                                     STEEL PIPE PILES, TYP.                                                                                                                                       Project Title:
                                                                                       90’-0" TYPICAL SPANS                                                                                                                     40’-0"                                                                          90’-0" TYPICAL SPANS
                                                                                                                                                                                                                                                                                                                                                                                                                                                        OREGON LNG, LLC
                                                                                                                                                                                                                    AT EXPANSION LOOP PLATFORMS
                                                                                                                                                                                                                                                                                                                                                                                                                                  NE KING AVE, WARRENTON, OR 97146
9/18/2008




                                                                                                                                                                                                                                                                                                                                                                                                                                  Drawing Title:




                                                                                                                                                                                                                                                                                                                                                                                                                                             TRESTLE PLAN & ELEVATION
07902-DG-100-802_355036.dgn




                                                                                                                                                                                                                                                                                                                                                                             REVISIONS
                                                                                                                                                                                                               TRESTLE ELEVATION                                                                                                                        Rev.       Description
                                                                                                                                                                                                                                                                                                                                                                                                Drawn
                                                                                                                                                                                                                                                                                                                                                                                               & Date
                                                                                                                                                                                                                                                                                                                                                                                                             Checked
                                                                                                                                                                                                                                                                                                                                                                                                             & Date
                                                                                                                                                                                                                                                                                                                                                                                                                       Approved
                                                                                                                                                                                                                                                                                                                                                                                                                        & Date

                                                                                                                                                                                                               1"=10’                                                                                                                                                                                                             Drawn By:                 Scale:                          Date:

                              A                                                                                                                                                                                                                                                                                                                                                                                                                                                                                A
                                                                                                                                                                                                                                                                                                                                                                                                                                              GTM                AS SHOWN                            9-18-08


                                                                                                                                                                                                                                                                                                                                                                                                                                  Drawing No:                                               Sheet:


                                                                                                                                                                                                                                                                                                                                                               ISSUED FOR                       GTM            JE       MWD
                                                                                                                                                                                                                                                                                                                                                        A                                                                                 07902-DG-100-802                                   SHEET 1 OF 1
                                                                                                                                                                                                                                                                                                                                                               CLIENT REVIEW                   9/18/08   9/18/08       9/18/08



                                  1                                                        2                                                                                     3                                                          4                                                               5                              6                                                             7                                                            8
                                                  1     2                                                  3                                                   4                                                                                        5                                                           6                                                                           7                                                              8

                                                                                                                                                                                                                                                                                                                                                                                   26’-11"
                                                                                                     66’-11"

                                                                                                                                                                                                                                                                                                                                                                   TRESTLE LAYOUT
                                                                                                                                                                                        TRESTLE LAYOUT                                                                                                                                                             LINE
                              H                                                                                                                                                         LINE
                                                                                                                                                                                                                                                                                                                                                                                                          1’-0"                                                 1’-0"
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      H
                                                                                                                                                                                                                                                                                                                                                                  1’-0"
                                                                                                                                                          1’-0"
                                  1’-0"                                     50’-10"                                                                                                                                                                                                                                     10’-10" CLEAR PIPEWAY                                                                                   12’-0" ROADWAY
                                                                                                                                                                                             1’-0"
                                                                                                                                                                                                                                                                                          1’-0"             2’-8"           3’-4"                2’-6"         1’-8"                     1"
                                                                                                                                                                                                     12’-0" ROADWAY                                         1’-0"                                                                                                                                         2’-0"                           8’-0"                 2’-0"
                                                                                                                                              PRECAST OR                                                                                                                                                                                                          8"
                                                                                                                                              CAST-IN-PLACE
                                                                                                                                                                                                                                                                            PRECAST
                                                                                                                                              CONCRETE                          1"                                                                                          CONCRETE
                                                                                                                                              TROUGH BEAM AT
                                                                                                  CAST-IN-PLACE EXPANSION                                                                                                                                                   PIPEWAY
                                                                                                                                              EXPANSION LOOP                         2’-0"                                   8’-0"             2’-0"
                                                                                                  LOOP PLATFORM                                                                                                                                                             BEAMS
                                                                                                                                              PLATFORM
                                                                                                  CONCRETE DECK




                                                                                                                                                                                                                                                                                                                                                                                                           3’-6"
                                                                                                                                                                                                                                                                                                                                                                                                                                           OPEN GRID
                                                                                                                                                                                                                                                                                                                    5’-5"                                                                                                                  STEEL DECK




                                                                                                                                                                                                                                                                                                                                               6"
                                                                                                                                                                                                     3’-6"
                              G                                                                                                                                                                                                                                             CAST-IN-PLACE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      G
                                                                                                                                                       5’-5"
                                                                                                                                                                                                                                                                            CONCRETE
                                                                                                                                                                                                                                                                            DIAPHRAGM AT




                                                                                                                                                                                                                                                                                                                                                                                        1’-6"
                                                                                                                                                                                                                                                                            C BENTS, TYP.
                                                                                                                                                                                                                                                                            L




                                                                                                                                                                                                                                     8"




                                                                                                                                                                                                                                                                                                                                                                                                  5’-6"
                                                                                                                                                                                                     1’-0"
                                                                                                                                                                                                                                                                                                                                                                                                                                 6’-0" OPENING




                                                                                                                                                                                                                     5’-6"




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              6’-9"
                                                                                                                                                                                                                                                                                                                                               4’-0"
                                                                                                                                                                                                                                                                    6’-9"
                                                                                                                                                                                                                                                                                                                                                                       3’-11"                                                  AT MIDSPAN OF




                                                                                                                                  4’-0"
                                                                                                                                                                                                                                                                                                                                                                                                                                90’-0" SPANS

                                                                                                                                                                                                                                                                                 INSULATING
                                                                                                                                                                                                                                                                                 CONCRETE
                                                                                                                                                                                                                                                                                 LINING




                                                                                                                                                                  2"

                                                                                                                                                                       1’-1"
                              F                                                                                                                   C SPILL
                                                                                                                                                  L                                                                                                                                                                                                                                                                                                                                                   F




                                                                                                                                                                                                                                                                    5’-0"




                                                                                                                                                                                                                                                                                                                                                                                      2"
                                                                                                                                                    TROUGH




                                                                                                                                                                                                                                                                                                                                                                                                  1’-1"
                                                                                                                                                                                                                                                                                                                            2’-6"            2’-6"                                                                               ODOT STD. BI63
                                                                                                                                                                                                                                                                                                                                                                                                                                 PRECAST CONCRETE
                                                                                                                                                                                                                                                                                                                                                                                                                                 ROADWAY BEAM, TYP.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              5’-0"
                                                                                                                                                                                                                                                                                                                                     C SPILL
                                                                                                                                                                                                                                                                                                                                     L
                                                                                                                                                                                                                                                                                                                                       TROUGH
                                                                                                                                                                                                                                                               PRECAST OR                                                                                                                       FIRE WATER PIPE
                                                                                                                                                                                                                                                               CAST-IN-PLACE                                                        5’-0"
                                                                                                                                                                                                                                                               CONCRETE
                                                                                                                                                                                                                                                               PILE CAPS,
                                                                                   50’-0"                                                                                                              11’-0"
                                                                                                                                                                                                                                                               (WIDTH = 7’-0") TYP.
                                          3’-6"                                             2 SPA. @ 30’-6" = 61’-0"                                                                                                                                3’-6"
                                                                                                                                                                                                                                                                                                                                      STEEL PIPE PILE,
                                                                                                                                                                                                                                                                                                                                      60" O.D. x 2 1/2"
                              E                                     SECTION AT EXPANSION LOOP (NO TURNOUT)                                                                                                                                                                                                                            WALL, TYP.                                                                                                                                                      E
                                                             A      1/4" = 1’-0"
                                                                                                                                                                                                                                                                                                    3’-6"                                    10’-0"                                                                           11’-0"                                    3’-6"
                                                      0790-2-DG-100-802
                                                                                                                         77’-7"


                                                                                                                                                                                        TRESTLE LAYOUT
                                                                                                                                                                                        LINE
                                                                                                                                                                                                                                                                                                                                                                                                SECTION
                                                                                                                                                                                                                                                                                                                                                                          B                     3/8" = 1’-0"
                                                                                                                                                          1’-0"
                                  1’-0"                                       50’-10"                                                                                                                                                                                                                                                                           07902-DG-100-802

                                                                                                                                                                                        1’-0"
                                                                                                                                                                                                                                     22’-8" ROADWAY AT TURNOUT                                    1’-0"
                              D                                                                                                                                                                                                                                                                                                                                                                                                                                                                       D
                                                                                                                                                                                1"


                                                                                                                                                                                     2’-0"                                                2 @ 9’-4" = 18’-8"                          2’-0"


                                                                                                                                                                                                                                                                                                                                                               NOTE:
                                                                                                                                                                                                                                                                                                                                                               TRESTLE PILE TIPS AT EL. -200.0 (NAVD 88)




                                                                                                                                                                                                             3’-3"
                              C                                                                                                                                                                                                                                                                                                                                                                                                                                                                       C




                                                                                                                                                                                                             1’-6"


                                                                                                                                                                                                                             5’-6"
                                                                                                                                      4’-0"
8:42:17 AM




                                                                                                                                                               2"

                                                                                                                                                                        1’-1"




                                                                                                                                                  C SPILL
                                                                                                                                                  L
                                                                 ODOT STD. BI51 PRECAST                                                             TROUGH
                                                                 CONCRETE BEAM, TYP.



                              B                                                                                                                                                                                                                                                                                                                                                                                                                                                                       B
                                                                                                                                                                                                                                                                                                                                                                                                                              Project Title:


                                                                                                                                                                                                                                                                                                                                                                                                                                                   OREGON LNG, LLC
                                                                                                                                                                                                                                                                                                                                                                                                                              NE KING AVE, WARRENTON, OR 97146
9/18/2008




                                                                                   50’-0"                                                                                                                                                  21’-8"
                                                                                                                                                                                                                                                                                                                                                                                                                              Drawing Title:

                                          3’-6"                                                                2 SPA. @ 35’-10" = 71’-8"                                                                                                                                                 3’-6"


                                                                                                                                                                                                                                                                                                                                                                                                                                                  TRESTLE SECTIONS
07902-DG-100-803_355036.dgn




                                                                                                                                                                                                                                                                                                                                                                   REVISIONS
                                                                                                                                                                                                                                                                                                                                                                                Drawn               Checked        Approved
                                                                                                                                                                                                                                                                                                                                      Rev.               Description
                                                                                                                                                                                                                                                                                                                                                                                & Date                & Date        & Date

                                                                                                                                                                                                                                                                                                                                                                                                                              Drawn By:              Scale:                Date:

                              A                                                    SECTION AT EXPANSION LOOP (WITH TURNOUT)                                                                                                                                                                                                                                                                                                                                                                           A
                                                                          C        1/4" = 1’-0"                                                                                                                                                                                                                                                                                                                                           GTM             AS SHOWN                  9-18-08

                                                                  07902-DG-100-802                                                                                                                                                                                                                                                                                                                                            Drawing No:                                  Sheet:


                                                                                                                                                                                                                                                                                                                                                 ISSUED FOR                     GTM                       JE        MWD
                                                                                                                                                                                                                                                                                                                                       A                                                                                               07902-DG-100-803                     SHEET 1 OF 1
                                                                                                                                                                                                                                                                                                                                                 CLIENT REVIEW              9/18/08                9/18/08         9/18/08



                                                  1     2                                                  3                                                   4                                                                                        5                                                           6                                                                           7                                                              8
                                                    1                                                         2                                 3                                               4                                                     5                                            6                                                                 7                                                      8


                                                                                                                                                                                       C UNLOADING ARMS                                                                  CRANE
                                                                                                                                                                                       L


                                                    N
                              H                                                                                                                                                                                                                                                                                                                                                                                                                      H
                                                                                                                                                                                 123’-8"




                                                                                                              14’-10"   14’-0"                14’-8"            14’-8"                 14’-8"                    14’-8"             10’-2"                          26’-0"


                                                                                                                                                                    86’-0"                                                                                                   10’-0"



                                                                                                                                                       35’-3"                                                                                                                     GANGWAY
                                                                                                                                                                                      POINT B                                                                                     (DEPLOYED)


                                                                          FENDER LINE
                              G                                                                                                                                                                                                                                                                                                                                                                                                                      G

                                                                                                                                                                                                                                                          A
                                           10’-6"




                                                                                                                        FIRE MONITOR                                                       PEDESTAL
                                                                                                                        AND TOWER                                                          FOR FUTURE                                                 07902-DG-100-805
                                                                                                                                                                                           UNLOADING ARM
                                                                 4’-0"




                                                                                        10’-6 1/2 "




                                                                                                                                                                                                                                                                                                C PILES
                                                                                                                                                                                                                                                                                                L




                                                                                                                                                                                                                                                                                                                       11’-6"
                                                                                                      9’-0"




                              F                                                                                                                                                                                                                                                                                                                                                                                                                      F
                                                                          ACCESS
                                                                 16’-0"




                                                                          WALKWAY TO
                                                                          BREASTING
                                                                          DOLPHINS




                                                                                                                                                                                                                                             32’-0"
                                                                                                                                                                                                                                                                                                                                GANGWAY
                                                                                                                                                                                                                                                                                                 STAIR                          (STOWED)
                                                        40’-0"




                                                                                                                                                                                                                                                                                                 TOWER
                                                                 16’-0"




                                                                                                                                                  C UNLOADING                MEZZANINE PLATFORM           1’-0" WIDE x 1’-6" HIGH
                                                                                                                                                  L                                                                                                              FIRE
                                                                                                                                                    ARMS                                                  CONTAINMENT CURB
                              E                                                                                                                                                                                                                                  MONITOR                                                                                                                                                                             E
                                                                                       C PILES
                                                                                       L
                                                                                                                                         12’-1" PIPEWAY AND




                                                                                                                                                                                                                                             8’-0"
                                                                                                                                                                                                                                                                                                                   ACCESS WALKWAY
                                                                                                                                         CONTAINMENT TROUGH
                                  93’-6"




                                                                                                                                                                                                                                                                                                                   TO BREASTING
                                                                                                                                                                                                                                                                                                                   DOLPHINS
                                           85’-0"




                              D                                                                                                                                                                                                                                                                                                                                                                                                                      D
                                                                 47’-0"




                                                                                                                                                                                                                                                                 PLATFORM
                                                        45’-0"




                                                                                                                                                                                                                                                                 CONTROL
                                                                                                                                                                                                                                                                   ROOM
                                                                                                                                                                                                                                                                  BUILDING




                                                                                                                                                                                                                                                                                                          33’-0"
                              C                                                                                                                                                                                                                                                           STEEL                                                                                                                                                      C
                                                                                                                                                                                                                                                                                          X-BRACES




                                                                                    C PILES
                                                                                    L
8:43:33 AM




                                                                            2’-0"




                                                                                                                                                                                                                                                              PRECAST CONCRETE
                                                                                                                                                                                                                                                              BEAMS
                              B                                                                                                     POINT A                                                                                                                                                                                                                                                                                                          B
                                                                                                                                                                                                      OPEN GRID                                                     20’-0"                                                                                                                    Project Title:
                                                                                                                                                                                                      STEEL DECK
                                                                                                                                                                                                                                                                                                                                                                                                                OREGON LNG, LLC
                                                                                                                                                                                                                                                                                                                                                                                              NE KING AVE, WARRENTON, OR 97146
9/18/2008




                                                                                                                           TRESTLE
                                                                                                                                                                                                                                                                              A
                                                                                                                           LAYOUT LINE                                                                                                                                                                                                                                                        Drawing Title:

                                                                                                                                                                                                                                                                             07902-DG-100-805


                                                                                                                                                                                                                                                                                                                                                                                                   UNLOADING PLATFORM PLAN
                                                                                                                                                                                           UNLOADING PLATFORM PLAN
07902-DG-100-804_355036.dgn




                                                                                                                                                                                                                                                                                                                                                      REVISIONS
                                                                                                                                                                                                                                                                                                                                                            Drawn        Checked   Approved
                                                                                                                                                                                           1/8" = 1’-0"                                                                                                                          Rev.       Description
                                                                                                                                                                                                                                                                                                                                                            & Date       & Date     & Date

                                                                                                                                                                                                                                                                                                                                                                                              Drawn By:           Scale:          Date:

                              A                                                                                                                                                                                                                                                                                                                                                                                                                      A
                                                                                                                                                                                                                                                                                                                                                                                                          GTM          AS SHOWN            9-18-08


                                                                                                                                                                                                                                                                                                                                                                                              Drawing No:                         Sheet:


                                                                                                                                                                                                                                                                                                                                        ISSUED FOR          GTM            JE       MWD
                                                                                                                                                                                                                                                                                                                                  A                                                                   07902-DG-100-804             SHEET 1 OF 1
                                                                                                                                                                                                                                                                                                                                        CLIENT REVIEW      9/18/08   9/18/08       9/18/08



                                                    1                                                         2                                 3                                               4                                                     5                                            6                                                                 7                                                      8
                                                 1                             2                                             3                                   4                                  5                                      6                                                 7                                                      8




                              H                                                                                                                                                                                                                                                                                                                                              H




                              G                                                                                                                                                                                                                                                                                                                                              G


                                                                                                                                                                                                                           UNLOADING ARM




                              F                                                                                                                                                                                                                                                                                                                                              F




                              E                                                                                                                                                                                                                                                                                                                                              E




                                                                                                                                                                                                                                           FENDER LINE

                                                                                    PLATFORM CONTROL                                       MEZZANINE
                                                                                    ROOM BUILDING                                          PLATFORM


                              D                                                                                                                                                                                                                                                                                                                                              D



                                                                                                                                                                                                                                                                                                   NOTE:
                                                                                                                                                                                  40’-0"                                                                                                           PILE TIPS FOR UNLOADING PLATFORM
                                                                                                                                                                                                                                                                                                   PILES AT EL. -200.0 (NAVD 88)




                                                                                                                                                                                                                                               14’-6"
                                                                                                                                                  1’-0"                                                         1’-0"
                                                                                                            OPEN GRID
                              C                                                                             STEEL DECK                                                                                                                                                                                                                                                       C
                                                                                                                                                  1’-6"




                                                                                                                                                                               CONCRETE




                                                                                                                                                                                                                 3’-6"
                                                                                                                                                                               DECK

                                  TOP OF DECK EL. 31.00 (NAVD 88)
8:44:44 AM




                                                                                                                                                                                                                                               6’-7"
                                                                                                                                                          STEEL PIPE STRUTS
                                                                                                                                                          24" O.D. x 3/4" WALL,
                                                                                                                                                          TYP.




                                                                                                                                                                                                                     CONCRETE
                              B                                       PRECAST CONCRETE BEAMS                                                                                                                         PILE CAP                                                                                                                                                B
                                                                                                                          STEEL X-BRACES
                                                                                                                                                                                                                                                                                                                      Project Title:
                                                                                                                                                                                                                     STEEL PIPE PILE
                                                                    STEEL PIPE PILE
                                                                                                                                                                                                                     60" O.D. X 1 1/4"                                                                                                  OREGON LNG, LLC




                                                                                                                                                                                                                                               18’-0"
                                                                                                                                                                                                                     WALL, TYP.
                                                                    42" O.D. x 1" WALL
                                                                                                                                                                                                                                                                                                                      NE KING AVE, WARRENTON, OR 97146
9/18/2008




                                                                                                                                                                                                                                                                                                                      Drawing Title:

                                                                                                       47’-0"                                                         16’-0"               16’-0"       4’-0"             10’-6"


                                                                                                                                                                                                                                                                                                                      UNLOADING PLATFORM SECTION
07902-DG-100-805_355036.dgn




                                                                                                                                                                                                                                                                              REVISIONS
                                                                                                                                                                                                                                                                                    Drawn        Checked   Approved
                                                                                                                                                                                                                                                         Rev.       Description
                                                                                                                                                                                                                                                                                    & Date       & Date     & Date

                                                                                                                                                                                                                                                                                                                      Drawn By:           Scale:          Date:

                              A                                                                                                                                                                                                                                                                                                                                              A
                                                                                                                         SECTION                                                                                                                                                                                                  GTM          AS SHOWN            9-18-08
                                                                                                                A        3/16" = 1’-0"
                                                                                                                                                                                                                                                                                                                      Drawing No:                         Sheet:
                                                                                                          07902-DG-100-804
                                                                                                                                                                                                                                                                ISSUED FOR          GTM            JE       MWD
                                                                                                                                                                                                                                                         A                                                                    07902-DG-100-805             SHEET 1 OF 1
                                                                                                                                                                                                                                                                CLIENT REVIEW      9/18/08   9/18/08       9/18/08



                                                 1                             2                                             3                                   4                                  5                                      6                                                 7                                                      8
                                                    1                            2                                       3                                                           4                                           5                                        6                                                                     7                                                                             8



                                                                                                      34’-0"
                                                        N
                              H                                                                                C FENDER, MOORING HOOK
                                                                                                               L                                                                                                                                                                                                                                                                                                                                        H
                                                                                                               AND DOLPHIN

                                                                                  17’-0"                                     17’-0"


                                                                          FRONTAL FRAME
                                                                                                                                                          BRIDGESTONE CELL
                                                                                                                                                          FENDER SUC2500H (RE)
                                                                                                                                                                                                                                              N
                                                                                                                                                          RESTRAINT CHAIN,
                                                                                                                                                          TYP.
                                                            FENDER LINE
                                  10’-6"




                              G                                                                                                                             A                                                                                                                                                            34’-0"
                                                                                                                                                                                                                                                                                                                                                                                                                                                        G
                                                                                                                                                            -

                                                                                                                                                                                                                                                                  4’-0"       6’-6"                         6’-6"                       6’-6"                          6’-6"                     4’-0"




                                                                                                                                                                                                                                               4’-0"
                                                                                                                                                                                                                                                                                                                                                                                                       2V:12H
                                           6’-6"




                                                                                                                                                                                                                                                                            1H:12V                                                                                     1V:12H
                                                                                                                                                                                                                                                         2H:12V




                                                                                                                                                                                                                                                                                                                                                                                                                                      7%%d
                              F                                                                                                                                                                                                                                                                                                                                                                                                                         F
                                                                                                                                                                                                                                                                                                                                                                                                                           STEEL SHEAR
                                                                                                                                                                                     STEEL PIPE                                                                                                                                                                                                                            BEAMS BETWEEN




                                                                                                                                                                                                                                               8’-0"
                                                                                                                                                                                     PILE, TYP.                                                                                                                                                                                                                            PILES, TYP.
                                                    C QUICK RELEASE
                                                    L
                                                    MOORING HOOK                                                                                                                                                                                                                                                                                                                                                           STEEL PIPE PILE
                                                                                                                                                                                     RUB RAIL                                                                                                                                                                                                                              42" O.D. x 1" WALL,
                                                                                                                                                                                                                                                                                                                                                                                                                           TYP.
                                  24’-0"




                                                                                                                                                                                                                                     24’-0"
                                                                                                                                                                                     42" GUARDRAIL
                                                                                                                                                                                                                                                                                                                                                                                                                           CONCRETE
                                                                                                                                                                                     ACCESS                                                                                                                                                                                                                                PILE CAP
                                                                                                                                                                                     WALKWAY




                                                                                                                                                                                                                                                                  2V




                                                                                                                                                                                                                                                                                                                                                                                                  4V
                              E                                                                                                                                                                                                                                                                                                                                                                                                                         E
                                           17’-6"




                                                                                                                                                                                                                                                                                                                                                              4V:1
                                                                                                                                                                                                                                                                                           V
                                                                                                                                                                                                                                                              :1




                                                                                                                                                                                                                                                                                                                                                                                                    :12
                                                                                                                                                                                                                                                                                       :12
                                                                                                                                                                                                                                                            4H
                                                                                                                                                                                                                                               8’-0"




                                                                                                                                                                                                                                                                                                                                                                                                       H
                                                                                                                                                                                                                                                                                      4H




                                                                                                                                                                                                                                                                                                                                                                2H
                                                                                                                                                                                                                                               4’-0"




                                                                                                                                                                                                                                                                                                                        4H:12V
                              D                                                                                                                                                                                                                                                                                                                                                                                                                         D
                                                                                                                                                                                                                                                                                               PILE BATTER
                                                                                                                                                                                                                                                                                               SLOPE, TYP.
                                                                                                                                                                                                                                                                                                                                       DIRECTION                                                           30%%d
                                                                                                                                                                                                                                                                                                                                       OF PILE
                                                                                                                                                                                                                                                                                                                                       BATTER,                 14%%d
                                                                                                                                                                                                                                                                                                                                       TYP.


                                                                                                                     ACCESS
                                                                                                                     WALKWAY



                                                                                                                                                                                                     24’-0"
                                                                                                                                                                                                                                                           RESTRAINT CHAIN, TYP.                        PILE PLAN
                                                                                                                                                                                                                                                                                                        1/4" = 1’-0"
                                                                                                                                                                                         42" GUARDRAIL          STEEL SHEAR                               CELL FENDER
                              C                                                                                                                                                                                 BEAMS BETWEEN                                                                                                                                                                                                                           C
                                                                                                                                                                                                                PILES                                                     FRONTAL
                                                                                                                                                                                                                       RUB RAIL                                           FRAME

                                                                                           PLAN
                                                                                           1/4" = 1’-0"
                                                                                                                                               EL. 25.0 (NAVD 88)
8:45:52 AM




                                                                                                                                                                                                                                                                                                 NOTE:
                                                                                                                                                 8’-0"




                                                                                                                                                                                                                                                                                                 BREASTING DOLPHIN PILE
                                                                                                                                                                                                                                                                                                 TIPS AT EL. -220.0 (NAVD 88)
                                                                                                                                      11’-0"




                              B                                                                                                                                                                                                                                                                                                                                                                                                                         B
                                                                                                                                                                                                                                                                                                                                                                               Project Title:


                                                                                                                                                         PLANE OF                                                                                                                                                                                                                                   OREGON LNG, LLC
                                                                                                                                                         PILE PLAN
                                                                                                                                                                                                                                                                                                                                                                               NE KING AVE, WARRENTON, OR 97146
                                                                                                                                                 3’-0"
9/18/2008




                                                                                                                                                                                                                                                                                                                                                                               Drawing Title:




                                                                                                                                                                                                                                                                                                                                                                                   BREASTING DOLPHIN DETAILS
07902-DG-100-806_355036.dgn




                                                                                                                                                                                                                                              PILE CAP                                                                           REVISIONS
                                                                                                                                                                                                                                                                                                                                       Drawn        Checked    Approved
                                                                                                                                                                                                                                                                                                 Rev.           Description
                                                                                                                                                                                                                                                                                                                                       & Date       & Date       & Date
                                                                                                                                                                    STEEL PIPE PILE, TYP.
                                                                                                                                                                                                                                                                                                                                                                               Drawn By:                     Scale:                  Date:

                              A                                                                                                                                                                               3’-0"      7’-0"                                                                                                                                                                                                                          A
                                                                                                                                                                                                                                                                                                                                                                                           GTM                        1/4" = 1’-0"            9-18-08
                                                                                                                                                                                      SECTION
                                                                                                                                                                              A       1/4" = 1’-0"                                                                                                                                                                             Drawing No:                                           Sheet:


                                                                                                                                                                                                                                                                                                          ISSUED FOR                   GTM            JE         MWD
                                                                                                                                                                             _____
                                                                                                                                                                                                                                                                                                  A                                                                                    07902-DG-100-806                               SHEET 1 OF 1
                                                                                                                                                                                                                                                                                                          CLIENT REVIEW               9/18/08   9/18/08        9/18/08



                                                    1                            2                                       3                                                           4                                           5                                        6                                                                     7                                                                             8
                                              1                                                                 2                                              3                                                                   4                                                         5                                                                    6                                                          7                                                                      8

                                                                                                                                              42’-0"                                                                                                                                                                                           18’-0"
                                                   N                                                                                                                                                                                                                                 N
                                                                                                C MOORING
                                                                                                L                                                                                  C MOORING
                                                                                                                                                                                   L
                                                                                                                                        C DOLPHIN                                                                                                                                                                                                             C MOORING HOOK
                                                                                                                                                                                                                                                                                                                                                              L
                                                                                                HOOK                                    L                                          HOOK
                                                                                                                                                                                                                                                                                                                                                              AND DOLPHIN

                              H                                                               9’-0"                            12’-0"                          12’-0"                                     9’-0"                                                                                                                    9’-0"                               9’-0"                                                                                                                                                   H


                                                                                                                                            STEEL PIPE                                                    A                                                             STEEL PIPE                                                         A
                                                                                                                                            PILE, TYP.                                                                                                                  PILES, TYP.
                                                                                                                                                                                                                                                                                                                                                                      RUB RAIL




                                                                                                                                                                                                                                         RUB




                                                                                                                                                                                                                                                                                     9’-0"
                              G                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                G
                                           9’-0"




                                                                                                                                                                                                                                         RAIL


                                                   CL QUICK                                                                                                                                                                                                                                  CL QUICK
                                                   RELEASE                                                                                                                                                                                                                                   RELEASE
                                                   MOORING                                                                                                                                                                                                                                   MOORING
                                                                                                                                                                                                                                         42"
                                                   HOOK                                                                                                                                                                                                                                      HOOK                                                                                                                            ACCESS
                                                                                                                                                                                                                                         GUARDRAIL,
                                  18’-0"




                                                                                                                                                                                                                                                                        18’-0"
                                                                                                                                                                                                                                                                                                                                                                                                                             WALKWAY
                                                                                                                                                                                                                                         TYP.




                                                                                                                                                                                                                                                                                     9’-0"
                                           9’-0"




                              F                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                F

                                                                                                                                                                                                                                                                                                                                                                                                                42"
                                                                                                                                                                                                                                                                                                                                                                                                                GUARDRAIL,
                                                                                                                                                                                                                                                                                                                                                                                                                TYP.                                              18’-0"


                                                                                                                                                                                                                                                                                                                                                                                                                                            9’-0"                                      9’-0"
                                                                                                                                                                                                                                                ACCESS
                                                                                                                                                                                                                                                WALKWAY,                                                                                                                                                                                   42" GUARDRAIL
                                                                                                                                                                                                                                                TYP.                                                                                                                                                                                                                                   RUB
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       RAIL



                              E                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                E
                                                                                                                                                PLAN                                                                                                                                                                                       PLAN
                                                                                                                                                                                                                                                                                                                                                                                                        EL. 25.0 (NAVD 88)
                                                                                                                                                1/4" = 1’-0"                                                                                                                                                                               1/4" = 1’-0"




                                                                                                                                                                                                                                                                                                                                                                                                8’-0"
                                                   N                                                                                                                                                                                                                N
                                                                                                                                                                                                                                                                                                                                                                                                           PLANE OF
                              D                                                                                                                    42’-0"                                                                                                                                                                18’-0"                                                                            PILE PLAN                                                                                                           D
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    PILE CAP
                                                                                 5’-0"                      8’-0"                                 16’-0"                                  8’-0"                    5’-0"                                                                          5’-0"                    8’-0"                     5’-0"                                              STEEL SHEAR BEAMS
                                                                                                                                                                                                                                                                                                                                                                                                        BETWEEN PILES, TYP.

                                                                         d                                                                                                                                                                                                                                                                                                                                                                                                                                 STEEL PIPE
                                                                     45%%
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           PILE, TYP.
                                                                                                                                                                                                                                                                                                  d
                                                                                                                                                                                                                                                                                              45%%

                                                                                                                                                                                                                                                                                                                                                                                                                                                                        SECTION
                                                                                                                                                                                                                                                                                                                                                                                                                                                       A                1/4" = 1’-0"
                                                                                                                    2.8H:12V




                                                                                                                                                                        2.8H:12V




                                                                                                                                                                                                                                                                                                                                                                                               NOTE:
                                                                                                                                                                                                                                                                                                                                                                                               MOORING DOLPHIN PILE                                   _____
                              C                                                  4                                                                                                                                                                                                                                                                                                             TIPS AT EL. -145.0 (NAVD 88)                                                                                                    C




                                                                                                                                                                                                                                                                                                                                                         V
                                                                                                                                                                                                                                                                                                     4
                                                                                  H




                                                                                                                                                                                                                                                                                                      H
                                                                                                                                                                                                                       2V




                                                                                                                                                                                                                                                                                                                                                     2
                                                                                     :1




                                                                                                                                                                                                                                                                                                                                                    :1
                                                                                                                                                                                                                                                                                                          :1
                                                             5’-0"




                                                                                                                                                                                                                                                                             5’-0"
                                                                                       2                                                                                                                            :1




                                                                                                                                                                                                                                                                                                                                                 H
                                                                                                                                                                                                                                                                                                           2
                                                                                          V
                                                                                                                                                                                                                  4H




                                                                                                                                                                                                                                                                                                               V




                                                                                                                                                                                                                                                                                                                                                4
                                                                                                                                                                                                                                                                                                                                                                               PILE BATTER
                                                                                                                                                                                                                                                                                                                                                                               SLOPE, TYP.
8:47:09 AM




                                                                                                                                                                                                                                                                                                                                                                               STEEL PIPE PILE
                                                                                                                                                                                                                                       STEEL SHEAR                                                                                                                             42" O.D. x 1" WALL,
                                                    18’-0"




                                                                                                                                                                                                                                                           18’-0"
                                                                                                                                                                                                                                                                                                                                                                               TYP.
                                                             8’-0"




                                                                                                                                                                                                                                                                             8’-0"
                                                                                                                                                                                                                                       BEAMS BETWEEN
                                                                                                                                                                                                                                       PILES, TYP.
                                                                                                                                                                                                                                                                                                                                                                               STEEL SHEAR
                                                                                                                                                                                                                                                                                                                                                                               BEAMS BETWEEN
                              B                                                                                                                                                                                                                                                                                                                                                PILES, TYP.                                                                                                                                     B
                                                                                                                                                                                                                                                                                                                                                                                                                                                       Project Title:
                                                                                                                                                                                                                                                                                                                                                                               CONCRETE
                                                                                                                                                                                                                                                                                                                                                                               PILE CAP
                                                                                                                                                                                                                                                                                                                                                                                                                                                                              OREGON LNG, LLC
                                                                                                                                                                                                                                                                                                                                                                                                                                                      NE KING AVE, WARRENTON, OR 97146
9/18/2008




                                                                                                                                                                                                                                                                                                      V




                                                                                                                                                                                                                                                                                                                                                         4
                                                                                                                                                                                                                         4H




                                                                              2V




                                                                                                                                                                                                                                                                                                                                                         H
                                                                                                                                                                                                                                                                                                  2
                                                             5’-0"




                                                                                                                                                                                                                                                                             5’-0"




                                                                                                                                                                                                                                                                                                 :1




                                                                                                                                                                                                                                                                                                                                                             :1
                                                                            :1
                                                                                                                                                                                                                           :1




                                                                                                                                                                                                                                                                                                                                                                                                                                                       Drawing Title:




                                                                                                                                                                                                                                                                                              H




                                                                                                                                                                                                                                                                                                                                                              2
                                                                     4H
                                                                                                                                                                                                                              2V




                                                                                                                                                                                                                                                                                                                                                                  V
                                                                                                                                                                                                                                                                                             4
                                                                                                                    2.8H:12V




                                                                                                                                                                        2.8H:12V




                                                                                                                                                                                                                                                                                                                                                                                                                                                               MOORING DOLPHIN DETAILS
07902-DG-100-807_355036.dgn




                                                                                                                                                                                                                                                                                                                                                                                                            REVISIONS
                                                                                                                                   DIRECTION OF PILE                                                                                                                                                                                                                                                                Drawn        Checked   Approved
                                                                                                                                                                                                                                                                                                                                                                                     Rev.         Description
                                                                                                                                                                                                                                                                                                                   DIRECTION OF PILE                                                                                & Date       & Date     & Date
                                                                                                      PILE BATTER                  BATTER, TYP.
                                                                                                                                                                                                                                                                                                                   BATTER, TYP.                                                                                                                        Drawn By:                   Scale:                  Date:
                                                                                                      SLOPE, TYP.
                              A                                                                                                                                     CONCRETE                      STEEL PIPE PILE                                                                                                                                                                                                                                                                                                              A
                                                                                                                                                                    PILE CAP                      42" O.D. x 1" WALL,                                                                                                                                                                                                                                              GTM                      1/4" = 1’-0"            9-18-08
                                                                                                                                                                                                  TYP.
                                                                                                                                         PILE PLAN                                                                                                                                                                  PILE PLAN                                                                                                                          Drawing No:                                         Sheet:

                                                                                                                                         1/4" = 1’-0"                                                                                                                                                               1/4" = 1’-0"                                                                                                            MWD
                                                                                                                                                                                                                                                                                                                                                                                            ISSUED FOR              GTM            JE
                                                                                                                                                                                                                                                                                                                                                                                     A                                                                         07902-DG-100-807                             SHEET 1 OF 1
                                                                                                                                                                                                                                                                                                                                                                                            CLIENT REVIEW          9/18/08     9/18/08     9/18/08



                                              1                                                                 2                                              3                                                                   4                                                         5                                                                    6                                                          7                                                                      8
                                                             1                                                      2                                                           3                                         4                                            5       6                                                                        7                                                                8

                                                                                                                                                                                                                      LENGTH VARIES, SEE GENERAL ARRANGEMENT DWG. S102



                                                                      1


                              H                                                                                                                                                                                                                                                                                                                                                                                                                   H




                                  MOORING OR                                                                                                                                                                                                                                                                                                                                                                                   MOORING OR
                                  BREASTING                                                                                                                                                                                                                                                                                                                                                                                    BREASTING
                                  DOLPHIN                                                                                                                                                                                                                                                                                                                                                                                      DOLPHIN
                                                                                                                                                           TYPICAL PANEL
                              G                                                                                                                                                                                                                                                                                                                                                                                                                   G
                                                                                                                                                              9’-0" MAX.                                             WALKWAY ELEVATION                                     A
                                                                                                                                                                                                                     3/16" = 1’-0"


                                                                                                                                                                  LENGTH VARIES, SEE GENERAL ARRANGEMENT DWG. S102


                                                                                                                                                                                                                 1   SIMILAR,
                                                                                                                                                                                                                     OPP. HAND                                                                                                      2’-0"                    2’-0"




                                                                                                                                                                                                                                                                                                                                                                                                   2" STD. PIPE
                              F                                                                                                                                                                                                                                                                                                                                                                    GUARDRAILS                                     F




                                                                                                                                                                                                                                                                                                       4" TOE BOARD
                                                                                                                                                                                                                                                                                           3’-6"
                                                                                                                                                                                                                                                                                                                                                                                                   STEEL OPEN
                                                                                                                                                                                                                                                                                                                                                                                                   GRID DECK




                                                                                                                                                                                             TYPICAL PANEL
                                                                                                                                                                                                                              UNLOADING                                                                                                                                                            6" STD. PIPE
                                                                                                                                                                            B                       9’-0" MAX.                PLATFORM                                                                                                                                                             CHORD, TYP.

                                                                                                                                                  BREASTING
                                                                                                                                                  DOLPHIN
                              E                                                                                                                                                     WALKWAY ELEVATION                                                                                                                                                                                                                                             E
                                                                                                                                                                                    3/16" = 1’-0"
                                                                                                                                                                                                                                               2" STD PIPE
                                                                                                                                                                                                                                               GUARDRAILS

                                                                          2’-0"                   2’-0"




                                  2" STD. PIPE




                                                                                                                                                                                                                                                                                                                                                                                                   5’-10"
                                                                                                                                                                                                                                                                                                                                            3" STD. PIPE
                                  GUARDRAILS
                                                                                                                        4" TOE BOARD




                              D                                                                                                                                                                                                                                                                                                                                                                                                                   D
                                                                                                                                         3’-6"




                                   STEEL OPEN
                                   GRID DECK
                                                                                                                                                                                                                              WT12X52 AT CANTILEVER
                                                                                                                                                                                                                              EXTENSIONS                                       TOE BOARD




                                                                                                                                                                                                                                                                                                                                  2’-3"                        2’-3"

                              C                                                                                                                                                                                                                                                                                                                                                                                                                   C
                                                                                                                                                                                                                                                                                                                                                4’-6"
                                                                                                                                       PIPE CHORD, TYP.                                                                                                 PIPE CHORD, TYP.
                                                                                                                                       NPS 8" STD. FOR TYPE 1
                                                                                                                                       NPS 12" STD. FOR TYPE 2                                                                                                                                                                                SECTION
                                                                                                                                                                                                                                                                                                                                    B         3/4" = 1’-0"
8:48:23 AM




                                                        6’
                                                 (8

                                                   -0
                                                    ’

                                                      "T
                                                      -0




                                                                                                                                                                                                                                                                4" STD.
                                                         "T

                                                          Y




                                                                                                                                                                                                                                                                PIPE
                                                            PE
                                                            Y




                                                                                                                    4" STD.
                                                              PE

                                                               1




                                                                                                                    PIPE, TYP.
                                                                 2)




                              B                                                                                                                                                                                                                                                                                                                                                                                                                   B
                                                                                                                                                                                                                                                                                                                                                                                  Project Title:
                                                                                                                                                                                                                                DETAIL
                                                                                                                                                                                                                      1         3/4" = 1’-0"
                                                                                                                                                                                                                                                                                                                                                                                                            OREGON LNG, LLC
                                                                                                                                                                                                                                                                                                                                                                                  NE KING AVE, WARRENTON, OR 97146
9/18/2008




                                                                                                                                                                                                                                                                                                                                                                                  Drawing Title:

                                                                                                                                                 NOTE:   TYPE 1 IS FOR BREASTING DOLPHIN
                                                             3’-0" TYPE 1                           3’-0" TYPE 1                                         TO MOORING DOLPHIN WALKWAYS.

                                                             (4’-0" TYPE 2)                        (4’-0" TYPE 2)                                                                                                                                                                                                                                                                                           WALKWAY DETAILS
07902-DG-100-808_355036.dgn




                                                                                                                                                         TYPE 2 IS FOR MOORING DOLPHIN TO                                                                                                                                           REVISIONS
                                                                                  6’-0" TYPE 1                                                           MOORING DOLPHIN WALKWAYS.                                                                                                                 Rev.                   Description
                                                                                                                                                                                                                                                                                                                                               Drawn        Checked    Approved
                                                                                                                                                                                                                                                                                                                                               & Date       & Date      & Date
                                                                                  (8’-0" TYPE 2)
                                                                                                                                                                                                                                                                                                                                                                                  Drawn By:                    Scale:          Date:

                              A                                                                                                                                                                                                                                                                                                                                                                                                                   A
                                                                                                                                                                                                                                                                                                                                                                                              GTM                   AS SHOWN            9-18-08


                                                                                   SECTION                                                                                                                                                                                                                                                                                        Drawing No:                                  Sheet:
                                                                      A            3/4" = 1’-0"                                                                                                                                                                                                                                                                         MWD
                                                                                                                                                                                                                                                                                                                      ISSUED FOR               GTM            JE
                                                                                                                                                                                                                                                                                                   A                                                                                      07902-DG-100-808                      SHEET 1 OF 1
                                                                                                                                                                                                                                                                                                                      CLIENT REVIEW           9/18/08   9/18/08        9/18/08



                                                             1                                                      2                                                           3                                         4                                            5       6                                                                        7                                                                8
                                         1                               2                                          3   4                                    5                                              6                                                7                                                             8




                              H                                                                                                                                                                                                                                                                                                                       H


                                                                                                                                                                                     1’-4"



                                                                                                                                                                                                 EL 23.00




                              G                                                                                                                                                                                                                                                                                                                       G

                                                                                                                                                       TANK SIDE                                                TSUNAMI SIDE




                                                                                                                                                                       #9@12"                    #6@12" HORIZ

                                                                                                                                                                                                 #8@6"

                              F                                                                                                                                                                                                                                                                                                                       F

                                                              E-302   FIRST STAGE AMBIENT AIR
                                                                      VAPORIZER (TYPICAL)




                                                                                                                                                                                                                                                                                                       3’-0"

                              E                                                                                             EL 10.00 (NOMINAL)                                                                                                                                                                             AT EACH PILE LINE
                                                                                                                                                                                                                                                                                                                                                      E

                                                                                                                            EL 9.00




                                                                                                                                  2’-6"
                                            3’-0"




                                                                                                                                                                                                                                                                                                                           #4@12" TIES


                                                                                                                                                                                                                                                                                                                           8-#9 TOP &
                                                                                                                                                                                                                                                                                                                           BOTTOM
                                                                                                                                                                                                                                             B
                                                                                                                                                                           #8@12" TOP & BOTTOM                                                                                                                    B
                              D                                                                                                                                                                                                  16" PIPE PILES @10’                                                                                                  D
                                                                                                                                                                                                                                 EACH DIRECTION
                                            #9@12" EACH WAY                               16" PIPE PILES @10’
                                                                                          EACH DIRECTION
                                                                                                                                                                                                                                                                                              SECTION
                                            TOP & BOTTOM                                                                                                           B
                                                                                                                                                                                                                                 NOTE:
                                                                                                                                                 3’-0"                               10’-0"

                                                                                                                                                 TYP                                                                                  ELEVATIONS ARE IN NAVD 88.
                                        B                                                                       B



                                  FIRST STAGE VAPORIZER FOUNDATION (TYPE A FOUNDATION)                                                                             BARRIER WALL AROUND LNG TANKS (TYPE B FOUNDATION)
                                  1/4"=1"-0"                                                                                                                       1/4"=1"-0"
                                                                                                                                                                                                                                                       B
                              C                                                                                                                                                                                                                                                                                                                       C
10:20:22 AM




                              B                                                                                                                                                                                                                                                                                                                       B
                                                                                                                                                                                                                                                                                      Project Title:


                                                                                                                                                                                                                                                                                                               OREGON LNG, LLC
                                                                                                                                                                                                                                                                                      NE KING AVE, WARRENTON, OR 97146
5/20/2008




                                                                                                                                                                                                                                                                                      Drawing Title:




                                                                                                                                                                                                                                                                                                  VAPORIZER FOUNDATION
07902-DG-000-200_355036.dgn




                                                                                                                                                                                                                                             REVISIONS                                                  AND BARRIER WALL
                                                                                                                                                                                                                                                   Drawn         Checked   Approved
                                                                                                                                                                                                                       Rev.        Description
                                                                                                                                                                                                                                                   & Date        & Date     & Date

                                                                                                                                                                                                                                                                                      Drawn By:                  Scale:           Date:

                              A                                                                                                                                                                                                                                                                                                                       A
                                                                                                                                                                                                                                                                                                  REB                 AS SHOWN             05-21-08
                                                                                                                                                                                                                               ISSUED FOR          RAR            SP        MWD
                                                                                                                                                                                                                        B
                                                                                                                                                                                                                               CLIENT REVIEW      05-21-08   05-21-08      05-21-08   Drawing No:                                 Sheet:


                                                                                                                                                                                                                               ISSUED FOR          RAR            SP        MWD
                                                                                                                                                                                                                        A                                                                     07902-DG-000-200                     SHEET 1 OF 1
                                                                                                                                                                                                                               CLIENT REVIEW      01-06-08   01-06-08      01-06-08



                                         1                               2                                          3   4                                    5                                              6                                                7                                                             8
                                               1                                                 2                                                     3                                     4                                  5                     6                                            7                                                          8




                              H                                 1                                       2                                   3                           4                        5                  6                                                                                                                                                                     H
                                                        3’-0"             25’-0"                                  22’-0"                                22’-0"                      22’-0"                 21’-0"       3’-0"


                                               3’-0"




                                                                                                                                                                                                                                    1’-6"
                                           A                                                                                                                                                                                                                                                                                                             1’-0" THICK SLAB



                                                                    12" THICK SLAB                                                                                                                                       TRUCK
                                                                                                                                                                                                                         RAMP

                                                                    CL PUMPS
                              G                                                                                                                                                                                                                                                                                                                                                           G
                                  30’-0"




                                               24’-0"




                                                                                                                                                                                                                                    21’-0"


                                                                                                                                                                                                                                             24’-0"
                                                                    30"x24" BEAMS, TYP                                                                                                                                                                                               30"x24" BEAM                                                        16" DIA PILES @ 15’-0"
                                                                                                                                                                                                                                                                                     @ 15’-0" SPACING                                                    EACH DIRECTION
                                                                                                                                                                                                                                                                                     EACH DIRECTION


                                           B




                                                                                                                                                                                                                                    1’-6"
                                                                                                                                                UP




                                                                                                                           8’-3"
                                               3’-0"




                                                                                                                                                                                                                                                          NOTE:
                              F                                                                                                                                                                                                                                                                                                                                                           F
                                                                    16" DIA PILES, TYP,                                                                                                                                                                   UNLESS SHOWN OTHERWISE ON DRAWINGS, ALL
                                                                    SIMILAR TO TYPE ’C’                                                                                                                                                                   EQUIPMENT AND BUILDING FOUNDATIONS WILL
                                                                    FOUNDATION                                                                                                                                                                            BE TYPE C FOUNDATIONS.




                                                                                                                           1’-0"
                                                                                                                                    1’-0"              20’-0"               2’-0"                                         15’-0"




                                                                                                                                                                                                                                                                          TYPE C FOUNDATION
                                                                                                                                                                                                                                                                          1/4"=1"-0"
                                                                                             HP PUMP STRUCTURE FOUNDATION PLAN (TYPE E FOUNDATION)
                                                                                             1/8"=1"-0"        FLOOR AREA 3540 S.F.
                              E                                                                                                                                                                                                                                                                                                                                                           E




                                                                                                                                                       16" DIA PILES




                                                                                               A                                                                                                     A
                                                                                     6’-0"




                                                                                                                                   2’-8"




                              D                                                                                                                                                                                                                                                                                                                                                           D




                                                                                                                                                        30"x24" BEAM




                                                                                                                                                       PLAN
                              C                                                                                                                                                                                                                                                                                                                                                           C
                                                                                                                                                     21’-6" TO 24’-9"




                                                                                                                                                       COLUMNS
9:33:07 AM




                                                                                                2’-0"




                              B                                                                                                                                                                                                                                                                                                                                                           B
                                                                                                                                                                                                                                                                                                                            Project Title:


                                                                                                                                                                                                 16" DIA                                                                                                                                      OREGON LNG, LLC
                                                                                                                                                                                                 PILES
                                                                                                                                                                                                                                                                                                                            NE KING AVE, WARRENTON, OR 97146
5/20/2008




                                                                                                                                                                                                                                                                                                                            Drawing Title:




                                                                                                                                                                                                                                                                                                                               TYPICAL FOUNDATION DETAILS
                                                                                                                                                     SECTION
07902-DG-000-201_355036.dgn




                                                                                                                                                                                                                                                                                 REVISIONS
                                                                                                                                                                                                                                                                                          Drawn        Checked   Approved
                                                                                                                                                                                                                                                            Rev.       Description
                                                                                                                                                                                                                                                                                          & Date       & Date     & Date

                                                                                                                                                                                                                                                                                                                            Drawn By:           Scale:                Date:

                              A                                                                             PIPE RACK FOUNDATION (TYPE D FOUNDATION)                                                                                                                                                                                                                                      A
                                                                                                                                                                                                                                                                                                                                        REB          AS SHOWN                  05-21-08
                                                                                                            1/4"=1"-0"

                                                                                                                                                                                                                                                                                                                            Drawing No:                               Sheet:


                                                                                                                                                                                                                                                                   ISSUED FOR             RAR           SP        MWD
                                                                                                                                                                                                                                                            A                                                                       07902-DG-000-201                   SHEET 1 OF 1
                                                                                                                                                                                                                                                                   CLIENT REVIEW        05-21-08   05-21-08      05-21-08



                                               1                                                 2                                                     3                                     4                                  5                     6                                            7                                                          8
                                      1                                           2                           3                            4                                    5                                                6                                                               7                                                      8

                                                                                                                                                                                                                                                                                                                NOTES:


                                                                                                                                                                                        RAILING AROUND                                                                                                          1.   ALL INTERIOR SURFACES OF SPILL CONTAINMENT
                                                                                                                                                                                        ENTIRE BASIN                                                                                                                 BASIN SHALL BE COVERED WITH 6" OF INSULATING
                                                                                                                                                                                                                                 1’-6"
                              H                                                                                                                                                                                                                                                                                      POLYMER CONCRETE PER GRI 90/0259. INSULATION                 H
                                                                                                                                                                                                                                                                                                                     SHALL BE TROWELED TO A SMOOTH FINISH.

                                                                                                                                                                                                                                                  EL 20.00
                                                                                                                                                                                                                                                                                                                2.   CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE
                                                                                                                                                                                                                                                                                                                     STRENGTH O 4,000 PSI.




                                                                                      N
                                                                                                                                                                                                                                                                                                                3.   REINFORCING STEEL SHALL HAVE A MINIMUM YIELD
                                                                                                                                                                                        EL 18.50                                                                                                                     STRENGTH OF 60,000 PSI AND SHALL MEET THE
                                                                                                                                                                                        PEAK TSUNAMI                                                                                                                 REQUIREMENTS OF ASTM 615 GRADE 60 MATERIAL.

                                                                                                                                                                                                                                                                                                                4.   THE MINIMUM CONCRETE COVER OF REINFORCING
                                                                                                                                                                                                                                                                                                                     STEEL SHALL BE 2" UNLESS OTHERWISE NOTED.
                                                                                                                                                                                                                                                  #6@12" HORIZ
                                                                                                                                                                                                                                                                                                                5.   ELEVATIONS FOR BOTTOM SURFACES ARE NOMINAL
                                                                                                                                                                                                                                                  #9@12" EACH WAY VERT                                               AND WILL VARY TO ALLOW FOR SLOPING.
                              G                                                                                                                                                                                                                                                                                                                                                   G
                                                                                                                                                                                                                                                                                                                6.   ELEVATIONS ARE NAVD88.




                                                                                                                                                                                                                                                               LNG LEVEL FOR DESIGN
                                                                                                                                                                                                                                                               BASIS LNG SPILL



                                                                                                                                           B




                                                                                                                         20’-0"
                              F                                                                                                                                                                                                                                                                                                                                                   F




                                                                                                                                                                                                                                                      6’-10"
                                                                                                                                                                                        EL 10.00 (NOMINAL)

                                                                                                                                  10’-0"

                                                                                                                  SUMP




                                                                                                                                                                                                                                                                  6" THICK INSULATION
                                                                                                                                                                                                                                                                                                                            #9@6" TOP EACH WAY


                                                                                                                                                                                        EL 6.00
                              E                                                                                                                                                                                                                                                                                                                                                   E




                                                                                                                                                                                                   3’-4"
                                          110’-0"




                                                                                           SLOPE TO DRAIN
                                                                                           TO SUMP


                                                                                                                                                                                                                                                  16" PIPE PILES                                 #9@12" BOTTOM EACH WAY


                              D                                                                                                                                                                                                                                                                                                                                                   D
                                                                                                                                                                                                                                                                                  15’-0" EACH DIRECTION


                                                                                                                                                                                                                                                                                                                                                                B


                                                                                                                                                                                                                                         LNG SPILL CONTAINMENT BASIN (TYPE F FOUNDATION)
                                                                                                                                                                                                                             A           1/4"=1’-0"
                                                                                                                                               EL 6.00


                                  A




                                                                                                                                                         3’-4"
                              C                                                                                                                                                                                                                                                                                                                                                   C




                                                                                                                                                                                        4’-6"
                                                                                                  110’-0"
                                                                                                                                                                                                           6" THICK INSULATION
9:01:10 AM




                                                                                                                                                                                                                                                                                                 EL 1.50




                                                                                                                                                                                                                                                                                        3’-4"
                              B                                                                                                                                                                                                                                                                                                                                                   B
                                                                                                                                                                                                                                                                                                                          Project Title:


                                                                                                                                                                                                                                                                                                                                            OREGON LNG, LLC
                                                                                                                                                                                                                                                                                                                          NE KING AVE, WARRENTON, OR 97146
5/20/2008




                                                                                                                                                                                1’-6"                             10’-0"
                                                    NOTE:                                                                                                                                                                                                                                                                 Drawing Title:


                                                                                                                                                                 NOTE:
                                                    BASIN DIMENSIONS ARE FROM INSIDE SURFACE OF INSULATION.
                                                                                                                                                                                                                                                                                                                            LNG SPILL CONTAINMENT BASIN
                                                                                                                                                                 PILES AND REBAR NOT SHOWN.
07902-DG-600-002_355036.dgn




                                                                                                                                                                                                                                                                              REVISIONS

                                                                  LNG SPILL CONTAINMENT BASIN PLAN                                                                                                                                                    Rev.          Description
                                                                                                                                                                                                                                                                                        Drawn
                                                                                                                                                                                                                                                                                       & Date
                                                                                                                                                                                                                                                                                                     Checked
                                                                                                                                                                                                                                                                                                     & Date
                                                                                                                                                                                                                                                                                                               Approved
                                                                                                                                                                                                                                                                                                                & Date



                              A
                                                                  1"=20’-0"                                                                                              LNG SPILL CONTAINMENT BASIN                                                                                                                      Drawn By:           Scale:          Date:

                                                                                                                                                                                                                                                                                                                                                                                  A
                                                                                                                                                                 B       1/4"=1’-0"                                                                                                                                                   REB          AS SHOWN            05-21-08
                                                                                                                                                                                                                                                                ISSUED FOR              RAR           SP        MWD
                                                                                                                                                                                                                                                        B
                                                                                                                                                                                                                                                                CLIENT REVIEW         05-21-08   05-21-08      05-21-08   Drawing No:                         Sheet:


                                                                                                                                                                                                                                                                ISSUED FOR              RAR           SP        MWD
                                                                                                                                                                                                                                                        A                                                                         07902-DG-600-002             SHEET 1 OF 1
                                                                                                                                                                                                                                                                CLIENT REVIEW         01-06-08   01-06-08      01-06-08



                                      1                                           2                           3                            4                                    5                                                6                                                               7                                                      8