Amendment_0003_EXHIBIT_-_SITE_UTILITIES.pdf
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- Attached to
- Pershing Barracks Renovation/Modernization, West Point New York Federal contract opportunity
- Solicitation number
- W912DS-16-B-0010
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Amendment 0003_EXHIBIT - SITE UTILITIES
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BLDG 756
(A & B)
BRADLEY BARRACKS
BLDG 600
BLDG 751
PERSHING BKS
BLDG
BLDG 753
BARTLETT HALL
BLDG 745
BLDG 745
B L
G
JEFFERSON
HALL LIBRARY
BLDG 751
PERSHING BKS
BLDG 758
FFE=155.73
FFE=158.3
FFE=158.3
F F
E
FFE=164.86
FFE=158.77
FFE=158.77
FFE=158.2
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EISENHOWER BARRACKS
GRANT HALL
GRANT BARRACKS
DAVIS BARRACKS
BFE=148.15
BFE=149.50
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ASPHALT
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PAVEMENT
GRANITE PAVER S/W
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EX. ELECTRICAL DUCTBANK
TAKEN FROM TEST HOLE DATA
#6 ON 06/23/2015
(DEPTH TO TOP= 18")
15'
8" HDPE
8" HDPE
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SEE SHEET M-200
FOR CONTINUATION
1. INSTALL REMOVABLE, LOCKABLE
BOLLARD
2. NEW GRANITE CURB
3. RESET GRANITE PAVER BLOCKS
4. PROTECT EXISTING TREE DURING
CONSTRUCTION
5. STRIPE BASKETBALL COURT AT
NEW LOCATION SHOWN
6. NEW 6" DOMESTIC WATER (SEE
PLUMBING PLANS FOR
CONNECTION)
7. NEW 8" FIRE WATER (SEE
PLUMBING PLANS FOR
CONNECTION)
8. INSTALL FIXED BOLLARD
9. 8' x 24' POWER SUBSTATION
ROOM (SEE ARCHITECTURAL
PLANS FOR DETAIL)
10. CONTRACTOR TO LOCATE
EXISTING BEND IN STORM SEWER
AND ADD STRUCTURE ST-12 AS
SHOWN. ENSURE THAT PIPING
DOWNSTREAM OF ST-15, 12, AND
14 IS CONNECTED TO ST-11 AND
PROPERLY DRAINS TO ST-03
11. INSTALL POST INDICATOR VALVE
12. RE-INSTALL "PERSHING
BARRACKS" SIGN.
13. RE-INSTALL "STOP CADETS ONLY/
NO PARKING" SIGN.
14. RE-INSTALL LIGHT POLE.
15. DIRECT BURY 8" LPS, 3" PC AND 4"
HPS STEAM PIPES (SEE M-200
FOR ADDITIONAL INFORMATION)
16. PROPOSED WALL (SEE
STRUCTURAL DRAWINGS FOR
REFERENCE)
17. 6" CHWR&S - CAP END OF THE
LINE FOR FUTURE CONNECTION
18. NEW CONCRETE WALL SECTION
REQUIRED TO SEAL THE WALL OF
VAULT H ONCE LATERAL TUNNEL
IS DEMOLISHED AND NEW STEAM
PIPING IS INSTALLED. MATCH EX
VAULT H WALL THICKNESS AND
A1
CU501
C4
CU501
C2
CU501
D2
CU501
LIMITS OF
DISTURBANCE
NEW WATER
SERVICE LINE
NEW FIRE LINE
NEW CURB
MILL AND OVERLAY
3" WEARING COURSE
NEW GRANITE
PAVERS
NEW SALLYPORT
CONCRETE (SEE
STRUCTURAL PLANS)
NEW SIDEWALK
CONVENTIONAL
CONSTRUCTION
STANDOFF
DISTANCE (80 FT.)
MINIMUM
STANDOFF
DISTANCE (28 FT.)
NEW GRASS
NEW MAN HOLE
NEW STORM DRAIN
PIPE
NEW UNDERDRAIN
NEW STORM CLEANOUT
PROPOSED BOLLARD
PROPOSED
CATCH BASIN
PROPOSED
SANITARY PIPE
W
D
F
UD UD
CO
SS
1. CONTRACTOR TO VERIFY THAT ROOF LEADERS
CONNECT TO DEDICATED STORM STRUCTURES.
CONTRACTOR TO VERIFY THAT SEWER LATERALS
CONNECT TO DEDICATED SEWER MANHOLES.
CONSTRUCT NEW CONNECTIONS AS NECESSARY.
2. GRANITE CURB IN GOOD CONDITION MAY BE
RE-USED.
3. CONTRACTOR TO VERIFY THAT ALL BUILDING AREA
DRAINS CONNECT TO STORM SEWER.
4. SEE LANDSCAPE PLAN FOR COURTYARD DESIGN
PHASE.
N
DRAWN BY:
U. S. ARMY
GARRISON
PROJECT:
ARCHITECTURE, INTERIORS,
CIVIL, LANDSCAPE, MECHANICAL,
PLUMBING, FIRE PROTECTION
NORTH AMERICA INC
2318 MILL ROAD,
SUITE 1040,
ALEXANDRIA, VA 22314.
TELEPHONE: (703) 535-3008
FAX: (703) 535-1031
R.G.VANDERWEIL, LLP
1001 AVENUE OF THE
AMERICAS, 21st FLOOR
NEW YORK, NY 10018
ELECTRICAL,TELECOMMUNICATION,SECURITY
212.921.4142 TEL
212.921.4616 FAX
VANDERWEIL.com
CLIENT
Revision / SubmissionDate Rev.#Rev. By
WEST POINT,N.Y.
USMA, WEST POINT, NY
100% DESIGN PACKAGE
FOR THE RENOVATION
AND MODERNIZATION
OF PERSHING
BARRACKS
REVIEWED BY:
PROJECT NUMBER:
SEAL: DRAWING NO.
SHEET TITLE:
KEY PLAN
HISTORIC CONSERVATION
40 WEST 27th
STREET,
SUITE 1201
NEW YORK, NY
10001
CONTACT:
MARY JABLONSKI
TEL: 212.532.7775
FAX: 212.532.2188
1 2 3 5 6
B
C
D
E
A
STRUCTURAL
ISSUE FOR BID DATE: 06/08/16
ATKINS #100040983
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P
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DAR
GEC
SITE AND
UTILITY PLAN
CU101
SHEET KEYNOTES
LEGEND
GENERAL NOTES
1" = 20' GRAPHIC SCALE
0 20' 60'10' 40'
AMENDMENT 307-28-16 3
JVC
AutoCAD SHX Text B
AutoCAD SHX Text B
AutoCAD SHX Text B
AutoCAD SHX Text B
AutoCAD SHX Text
RESERVED CADET AREA PARKING PASS 20
AutoCAD SHX Text
RESERVED CADET AREA PARKING PASS 21
AutoCAD SHX Text
RESERVED CADET AREA PARKING PASS 22
AutoCAD SHX Text
RESERVED CADET AREA PARKING PASS 23
AutoCAD SHX Text
RESERVED CADET AREA PARKING PASS 24
AutoCAD SHX Text
RESERVED CADET AREA PARKING PASS 25
AutoCAD SHX Text
RESERVED CADET AREA PARKING PASS 26
AutoCAD SHX Text
RESERVED CADET AREA PARKING PASS 28
AutoCAD SHX Text
RESERVED CADET AREA PARKING PASS 29
AutoCAD SHX Text W
AutoCAD SHX Text P
AutoCAD SHX Text P
AutoCAD SHX Text P
AutoCAD SHX Text P
AutoCAD SHX Text P
AutoCAD SHX Text P
AutoCAD SHX Text P
AutoCAD SHX Text P
AutoCAD SHX Text P
AutoCAD SHX Text
RAMP
AutoCAD SHX Text
PLANTER
AutoCAD SHX Text B
AutoCAD SHX Text
JEFFERSON HALL LIBRARY
AutoCAD SHX Text
UNDERGROUND TRANSFORMER
AutoCAD SHX Text
UNDERGROUND TRANSFORMER
AutoCAD SHX Text
BM503 CITY/STATE NUT N=931819.51 E=641293.42 ELEV=152.68
AutoCAD SHX Text
CURB CHANGE CONCRETE TO WEST GRANITE TO EAST
AutoCAD SHX Text
CURB CHANGE CONCRETE TO WEST GRANITE TO EAST
AutoCAD SHX Text
CURBING WITH COPING INSIDE SALLY PORT
AutoCAD SHX Text
GRANITE CURB
AutoCAD SHX Text
CONCRETE CURB
AutoCAD SHX Text
ABANDONED STORM MANHOLE
AutoCAD SHX Text
ABANDONED MANHOLE
AutoCAD SHX Text
ABANDONED STORM MANHOLE
AutoCAD SHX Text W
AutoCAD SHX Text
6" SANITARY PER SITE PLAN
AutoCAD SHX Text
8" SANITARY PER SITE PLAN
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LIMITS OF DISTURBANCE
EXISTING STORM PIPE
EXISTING SEWER PIPE
vele7497 PolyLine vele7497 PolyLine vele7497 PolyLine vele7497 PolyLine vele7497 PolyLine vele7497 PolyLine vele7497 PolyLine vele7497 PolyLine vele7497 PolyLine vele7497 PolyLine vele7497 PolyLine vele7497 PolyLine vele7497 PolyLine vele7497 PolyLine vele7497 PolyLine vele7497 PolyLine vele7497 PolyLine vele7497 Text Box CONTRACTOR SHALL BE RESPONSIBLE TO IDENTIFY ALL STORM AND SEWER PIPE THAT MAY HAVE NOT BEEN DEPICTED ON THIS EXHIBIT.
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EXHIBIT FOR RFI
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LEGEND
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