C-107.pdf

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Dry Dock 2 Complex, Portsmouth Naval Shipyard, Kittery, ME
Solicitation number
N4008521R1225
Issued by

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This document contains construction drawings for the Dry Dock 2 Complex project at the Portsmouth Naval Shipyard in Kittery, Maine. The drawings show site grading and drainage plans for the project and include details such as catch basin locations and elevations, pipe inverts, slope percentages and finish floor elevations for buildings in the complex. The related federal contract opportunity is solicitation number N4008521R1225 for the Dry Dock 2 Complex project issued by the Naval Facilities Engineering Command Mid-Atlantic on behalf of the Department of the Navy. The solicitation seeks offers for construction of the Dry Dock 2 Complex, which will include enclosures, towers and other buildings, at the Portsmouth Naval Shipyard.

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IAN BODWELL

JEFF HOYT

PATRICK BAKAJ

NOTES:

C-107

12839048

LDA MJL

FAC-YR-NUM

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AS NOTED

DOCKSIDE COMPLEX SITE GRADING & DRAINAGE PLANA1

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BOTTOM OF PLATFORM

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BUILDING 344

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ENCLOSED STAIRWAY

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RAILS

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RAILS

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RAIL

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DC-2909

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DC-2908

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MC1

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MP

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MP

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MP

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MP

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MP

AutoCAD SHX Text 105(R)

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0XY/ACET

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0XY/ACET

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AIR

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SYL

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SYL

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SYL

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MP

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MP

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MP

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CRANE

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FOOTING

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SHED

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METAL STEPS (CRANE ACCESS)

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6-19(R) OBSTRUCTED UNABLE TO ACCESS

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SYL

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3" METAL COND.

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ELECTRIC BOX "DANGER HIGH VOLTAGE"

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1" METAL COND. (ELEC & COMM)

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COVER

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15" INSULATED PIPE

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2" METAL COND.

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HATCH

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TURNSTILE ON DECK

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RAILS

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RAMP

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55070002 9.57 DMS

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FF

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WV

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WV

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TP 3

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TP 2

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GG

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DD

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WV 1331

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WV

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BB

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WV

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MW

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MW

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MW

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CO

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6-17A (FORMER CB)

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6-14 (FORMER CB)

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WV 1328 (TM)

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WV 1329 (TM)

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WV 1332 (TM)

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12" VERTICAL STEAM

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MW

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SUPPORT LEGS FOR BUMPER STOP (TYP. OF 4)

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RAILS EMBEDDED IN CONC.

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WV

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CB-2021-5 RIM: 9.85 INV. IN: 2.19 IN: 2.19 INV: OUT: 2.19OUT: 2.19

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CB-2021-6 RIM: 9.62 INV. IN: 1.90 INV. OUT: 1.90

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B.240 FFE: 11.1

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DOCKSIDE COMPLEX (SOUTH/MIDDLE/NORTH ENCLOSURE & TOWER 5 & 6) FFE. 9.58

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B.300 FFE: 9.56

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DOCKSIDE COMPLEX (ENCLOSURE 4 & 8) FFE. 12.00

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AutoCAD SHX Text APPROXIMATE LIMIT OF PAVEMENT RESTORATION, MATCH EXISTING GRADE ALONG THE BUILDING, TYP.

AutoCAD SHX Text DRAIN VAULT 2021-54 RIM: 9.50 (A)6"INV. IN: FIELD VERIFY (B)18" RCP INV. IN: 1.70 (C)18" RCP INV. IN: 1.80 (D)12" INV. IN: 1.80 18" INV. OUT: 1.80

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CB-2021-2 RIM: 9.37 INV. IN: 3.30 INV IN:3.56 INV. OUT: 3.20

AutoCAD SHX Text EX-DMH-6-62 (CONVERT TO CB) RIM: 9.20 (NEW FRAME AND GRATE) INV IN:6.30 (FLOOR DRAIN) INV IN:3.50 INV OUT:3.40

AutoCAD SHX Text CB 2020 - 1 RIM: 9.22 INV IN:4.35 (B.240 ROOF DRAIN, VIF) INV IN:4.60 INV OUT:4.25

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CB 2020 - 8 RIM: 8.90 INV. OUT: 4.98

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TIE INTO NEW DRAINAGE VAULT (6-11-2020) PROPOSED BY TUNNEL PROJECT.

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CB 2021-9 RIM: 8.7512" INV. IN: 5.13 6" INV. IN: 5.95 12" INV. OUT: 5.13

AutoCAD SHX Text DMH 2021-9 RIM: 9.50 12" INV. IN: 4.88 CORE 6" INV IN: 6.38; SEAL WITH IRON-SHRINK GROUT 12" INV. OUT: 4.78

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CB 2021-8 RIM: 9.40 12" INV. OUT: 5.20

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TRENCH DRAIN (LOCATED BETWEEN POSSIBLE EXISTING RAILROAD TIES) RIM: 9.40

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9.70(EX)

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9.53(EX)

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9.58(EX)

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9.43(EX)

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9.45(EX)

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9.64(EX)

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9.71(EX)

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9.70(EX)

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9.51(EX)

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9.53(EX)

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9.53(EX)

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9.60(EX)

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9.57(EX)

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9.62(EX)

AutoCAD SHX Text 9.59

AutoCAD SHX Text 9.61

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9.52(EX)

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9.63(EX)

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9.63(EX)

AutoCAD SHX Text 9.61

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9.96(EX)

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10.06(EX)

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10.09(EX)

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10.21(EX)

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10.03(EX)

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CB-2021-3 RIM: 10.06 INV. IN: 2.72 INV. OUT: 2.69

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9.62(EX)

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9.88(EX)

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9.50(EX)

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9.97(EX)

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9.25(EX)

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9.22(EX)

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9.20(EX)

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9.20(EX)

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9.33(EX)

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9.28(EX)

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9.32(EX)

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9.53(EX)

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9.45(EX)

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8.57(EX)

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9.44(EX)

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8.55(EX)

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9.47(EX)

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9.44(EX)

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9.56(EX)

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9.49(EX)

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9.22(EX)

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9.51(EX)

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9.50(EX)

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9.50(EX)

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9.50(EX)

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9.52(EX)

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9.41(EX)

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9.50(EX)

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9.54(EX)

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9.57(EX)

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9.22(EX)

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9.21(EX)

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9.49(EX)

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9.35(EX)

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9.50(EX)

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9.62(EX)

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9.60(EX)

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9.60(EX)

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9.69(EX)

AutoCAD SHX Text 3.0%

AutoCAD SHX Text 0.6%

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AutoCAD SHX Text "F" TYPE CATCH BASIN RIM: 9.57 PIPE FROM TRENCH TO BE FIELD VERIFIED 18" INV OUT: 2.08 (INTERCEPT EXISTING PIPE)

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9.16(EX)

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9.28(EX)

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9.23(EX)

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9.18(EX)

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9.22(EX)

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9.30(EX)

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9.28(EX)

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9.26(EX)

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CB-2021-7 RIM: 9.50 12" INV. IN: 1.80 12" INV. OUT: 1.80

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GUARD HOUSE

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CAP & ABANDON PIPE

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ENCLOSURE 6

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CB 2020 - 1A RIM: 9.15 INV. OUT: 5.15

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8'X22' CONCRETE GRADE BEAM (SEE S-111)

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6'X22' CONCRETE GRADE BEAM (SEE S-111)

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TRENCH DRAIN #1A RIM: 9.54 6" INV OUT: 6.00

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SMH 2020-2 RIM: 9.08 8" INV. IN: 1.50 8" INV. OUT: 1.50

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TRENCH DRAIN #2A RIM: 8.75 6" INV OUT: 6.50

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1. THE DOCKSIDE COMPLEX (ENCLOSURE 8 & THE DOCKSIDE COMPLEX (ENCLOSURE 8 & ENCLOSURE-4) FINISHED FLOOR ELEVATION IS 12.00' 2. THE GROUND FLOOR OF THE SOUTH/MIDDLE/NORTH THE GROUND FLOOR OF THE SOUTH/MIDDLE/NORTH ENCLOSURE & TOWERS 5 & 6 IS AT 9.58 TO MATCH INTO EXISTING RAIL TRACK. ALL ELECTRICAL AND MECHANICAL COMPONENTS MUST BE LOCATED ABOVE ELEVATION 12.00, WHICH IS THE 100 YEAR FLOOD ELEVATION.

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DOCKSIDE COMPLEX SITE GRADING & DRAINAGE PLAN

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SCALE:

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REF. C-106

AutoCAD SHX Text Lee D. Allen 9218

AutoCAD SHX Text 03-19-2021

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C-107

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