B09_Attach_24__Sheet_C1_1_Revision_0003.pdf
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- Attached to
- GATE 225953 - Rehab Well No. 4 Sandy Hook NJ
- Solicitation number
- 140P2022R0044
About this file
This document package includes construction drawings and specifications for the rehabilitation of Well No. 4 located at Sandy Hook, New Jersey within the Gateway National Recreation Area. The drawings depict site plans, well structures, utility connections, fencing, access roads and gates for the project. Notes indicate tree protection requirements, soil stabilization and seeding specifications, requirements for water main design calculations and thrust block details, as well as responsibility for electrical and control system design and installation. The related federal contract opportunity is solicitation number 140P2022R0044 issued by the National Park Service for the rehabilitation and replacement of Well No. 4 at Sandy Hook, with an estimated value over $25,000. The work includes well rehabilitation, site work and utility upgrades per the specifications and drawings provided.
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Text version
PROPOSED CLEARING
TIE INTO EX. CHAIN
LINK FENCE
TIE INTO EX. CHAIN
LINK FENCE
WELL #6 BUILDING (SEE
ARCHITECTURAL PLANS FOR
FOUNDATION INFORMATION)
WELL #5A BUILDING
WELL #5 (AUTOMATIC TRANSFER SWITCH) SEE
ELECTRICAL PLANS FOR ADDITIONAL INFORMATION
EXISTING GENERATOR AND FUEL TANK,
SEE NOTE 6 (SEE ELECTRICAL PLANS)
EXISTING TRANSFORMER
TO REMAIN
CONNECT NEW 8" DI
TO WELL #5A OUTLET
(BELOW GRADE)
MATCHLINE SHEET C1.2
6" CONCRETE
BOLLARD (TYP.)
8' CHAIN LINK FENCE
8' WIDE MOW STRIP
CONCRETE
SLAB
UGE TO
WELL #6
PR. 8" DI WL
PR. 8" DI
WL
4' PEDESTRIAN
ACCESS GATE
18' ROLLING
CANTILEVER GATE
18' WIDE ASPHALT
ACCESS DRIVE TIE INTO EXISTING
8" AC WATER MAIN
COMMUNICATION LINE
FROM WELL #6 TO WTP
CUT, CAP AND ABANDON
8" AC PIPE
TWO 3" CONCRETE ENCASED
SCH-80 PVC CONDUITS WITH
FIBER OPTIC CABLE FROM
WELL #6 BUILDING TO WTP
EXISTING 8" AC
WATER MAIN
CONCRETE
SLAB (TYP.)
C2.1
C2.1
C2.1
C2.1
C2.1
C2.1
GV&VB
(TYP.)C2.2
C2.2
C2.1
C2.2
FIVE CONTROL
CONDUITS
(1"Ø MIN.)
CONCRETE SPLASH PAD
AND RIPRAP APRON
REMOVE RTU AND BATTERY
PANELS AND DELIVER TO
THE GOVERNMENT
STABILIZED
CONSTRUCTION
ENTRANCE
C3.1
TREE PROTECTION
(SEE NOTE 1)C3.1
GENERATOR AND BURIED
PROPANE FUEL TANK
(BID OPTION #1)
SEE ELECTRICAL PLANS
TEMPORARY CHAIN LINK
FENCE WITH PRIVACY SLATS
TO PROVIDE SCREENING
DURING CONSTRUCTION
CONSTRUCTION ACCESS
VIA MULTI-USE-PATH IS
PROHIBITED
TWO METAL WINDOWS (37"X37") AT WELL #5
ARE TO BE REMOVED AND REPLACED IN KIND
(BID OPTION #2)
LIMITS OF
CONSTRUCTION
LIMITS OF
CONSTRUCTION
REMOVE EXISTING
CHAIN LINK FENCE
REMOVE
EXISTING
CHAIN LINK
FENCE
EXISTING CHAIN LINK
FENCE TO REMAIN
EX 8" AC
LINE TO BE
ABANDONED
EXISTING 6" CAST IRON
WATERLINE
EXISTING 8" CAST
IRON WATERLINE
EXISTING 10" AC FINISHED
WATER FEED TO POST
EXISTING 8" AC TO
AERATION TANK
FINAL SCHEMATIC DESIGN DOCUMENTS
1. CONTRACTOR SHALL PROTECT EXISTING TREES TO REMAIN PER SECTION 9
(TREE PROTECTION DURING CONSTRUCTION) OF THE STANDARD FOR SOIL
EROSION AND SEDIMENT CONTROL (SSESC) IN NEW JERSEY, LATEST EDITION.
2. ANY DISTURBED AREA NOT RECEIVING IMPERVIOUS COVER SHALL RECEIVE
4" OF TOPSOIL AND SEED PER SECTION 4 (PERMANENT VEGETATIVE COVER
FOR SOIL STABILIZATION) OF SSESC.
3. CONTRACTOR SHALL PREPARE AND SUBMIT WATER MAIN THRUST
CALCULATIONS AND INCLUDE THRUST BLOCK DESIGN DETAILS FOR
CONTRACTING OFFICER'S REVIEW/APPROVAL.
4. DESIGN BUILD CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND
INSTALLATION OF ALL ELECTRICAL AND CONTROL CONDUIT AND WIRING
SYSTEM.
5. STAGING AREA INCLUDING CONTRACTOR TRAILERS TO BE LOCATED WITHIN
LIMITS OF CONSTRUCTION.
6. EXISTING GENERATOR AND FUEL TANK TO REMAIN FOR BASE BID AND
REMOVED IF BID OPTION #1 IS EXECUTED.
7. SEE ELECTRICAL DRAWINGS FOR WORK BEING COMPLETED IN BASE BID AND
BID OPTION #1.
Notes
| Sheets and Views |
| C1.1 FINISH MATERIALS |
| VIEW |
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