P1016_Civil C-131.pdf
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- N4008526R0178
About this file
This document is a site layout plan drawing for a naval construction project at Naval Undersea Warfare Center (NUWC) Rhode Island located at Portsmouth Naval Shipyard. The drawing, designated as Sheet C-131 (1272T Site Layout Plan - Bid Option 2), is part of the P1016 Consolidated RDT&E Systems Facility project managed by Naval Facilities Engineering Systems Command Mid-Atlantic. The base bid for this project includes no proposed construction. Alternate Bid Item #1 involves demolition of Building 1272T, including the concrete pad and foundations, with site backfill and crushed gravel finishing. Alternate Bid Item #2, shown on this plan, includes construction of a paved parking lot with a subgrade stormwater infiltration system comprising 27 standard parking stalls (9' x 18' typical), 10 angled parking stalls, 5-foot-wide concrete sidewalks with vertical granite curbs, a stormwater infiltration area (SIS #3), and associated site improvements including relocated stop signs, painted directional arrows, and one-way/do-not-enter signage. The plan requires 4-inch loam and seed application in all disturbed areas not paved or concrete-keyed, with detailed specifications referenced in companion drawings C-502 and C-503.
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Text version
S T O P
PAVED PARKING
SWL
SWL
DYL
SW
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ACCESS
HATCH
VCC
PAVED SIDEWALK
STOP
EP
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DYL
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FULTON STREET
TBM 7932BB
CHISELED BOX IN CORNER
OF CONCRETE PAD'
ELEV.=89.45'
CONC. RAMP
8" GRATE
PAVED SIDEW
ALK
CONC. SIDEW
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24'
24'
16'
19'
5'
9' 24'
24'
18'
9'
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13.4'
17.5'
23.2'
4.4'
14.9'
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R4.5'
R5.0'
R5.0'
R3.0'
R3.0'
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R2 .0'
16.5'
R2.5'
0.6'
R3.6'
R1 3.9
R2 .5'
R15.0'
R1.5'
R1 5.0
6.2'
42.4'
PAVED
PAVED
0 10' 20' Scale: 1" = 10'-0"
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DRAWFORM REVISION: 31 JANUARY 2017
1812040
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SCALE:
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Approved by WILLIAM MONOCO, INFRASTRUCTURE SUPPORT
BRANCH HEAD, via Email.
PLAN
NORTH
SCALE:
1272T SITE LAYOUT PLAN - BID OPTION 2
1" = 10'
NOTES:
1. BASE BID FOR THIS PROJECT DOES NOT INCLUDE ANY PROPOSED CONSTRUCTION
FOR THIS SITE.
2. ALTERNATE BID ITEM #1 INCLUDES THE DEMOLITION OF BUILDING 1272T,
INCLUDING THE CONCRETE PAD AND FOUNDATIONS. THE SITE WILL BE
BACKFILLED AND FINISHED WITH CRUSHED GRAVEL.
3. ALTERNATE BID ITEM #2, SHOWN ON THIS PLAN AND C-123, INCLUDES THE
CONSTRUCTION OF A PAVED PARKING LOT AND SUBGRADE STORMWATER
INFILTRATION SYSTEM.
4. PROVIDE 4" LOAM AND SEED IN DISTURBED AREAS NOT PAVED OR CONCRETE
KEYED NOTES:
27 PARKING STALLS (9'x18' TYP), SEE DETAIL A1/C-503
10 ANGLED PARKING STALLS, SEE DETAIL A1/C-503
5' WIDE CONCRETE SIDEWALK WITH VERTICAL GRANITE CURB, SEE DETAIL
A1/C-502
VERTICAL GRANITE CURB (TYP), SEE DETAIL B2/C-502
PAVED PARKING LOT, SEE DETAIL A1/C-502
STORMWATER INFILTRATION AREA (SIS #3)
RELOCATE STOP SIGN, SEE DETAIL B3/C-503
PAINTED DIRECTIONAL ARROW, SEE DETAIL C3/C-503
CURB TIP DOWN
EXISTING ADA PARKING SPACES TO REMAIN
SAWCUT AND MATCH EXISTING PAVEMENT, SEE DETAIL C1/C-502
PROVIDE ONE WAY - DO NOT ENTER SIGNS (TYPx2), SEE DETAIL C5/C-503
C-131
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James E. Donahue, R.A.
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