CWF - RFI 0007 ATTACHMENT CU101.pdf
PDF 755 KB Posted
- Attached to
- F-35 CONSTRUCT COMBINED WEAPONS FACILITY Federal contract opportunity
- Solicitation number
- W50S6Y-25-B-A004
About this file
This document is a Utility Layout Plan (CU101) for the F-35 Consolidated Weapons Facility (CWF) project located at Jacksonville Air National Guard Base in Florida. The utility plan details comprehensive infrastructure installations including 2.5" and 8" water lines, sanitary sewer lines, storm drain lines, underground electrical lines, communications lines, fire hydrants, water valves, catch basins, electrical vaults, and manholes. Specific utility work includes installing water lines near proposed buildings #1046, #1009, and #1072, connecting to existing infrastructure, and incorporating elements like a proposed stormwater detention basin.
The utility layout is part of a larger $10M-$25M construction project to build a 22,696 square-foot facility supporting F-35 conversion efforts. The project involves environmental remediation, demolition of existing structures (B1404, B1422, B1022), and installation of asphalt and concrete pavements. It is a small business set-aside procurement under NAICS code 236220, with the solicitation (W50S6Y-25-B-A004) issued by the Florida Army National Guard. The facility will include a hangar bay for load crew training, back-shops for weapons and release systems, administrative offices, classrooms, break rooms, and restrooms, located on the flight line west of the existing sunshades.
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THIS ITEM HAS BEEN DIGITALLY SIGNED AND
SEALED BY ON THE
DATE ADJACENT TO THE SEAL.
PRINTED COPIES OF THIS DOCUMENT ARE
NOT CONSIDERED SIGNED AND SEALED AND
THE SIGNATURE MUST BE VERIFIED ON ANY
ELECTRONIC COPIES.
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SHEET ID
LEGEND
PROJECT LIMITS
APPROXIMATE SURVEY LIMITS
EXISTING CONCRETE PAVEMENT
EXISTING ASPHALT PAVEMENT
PROPOSED CONCRETE PAVEMENT
PROPOSED ASPHALT PAVEMENT
PROPOSED AIRFIELD CONCRETE
PAVEMENT
EXISTING UNDERGROUND ELECTRICAL
LINE
PROPOSED UNDERGROUND
ELECTRICAL LINE
PROPOSED SANITARY SEWER LINE
EXISTING WATER LINE
PROPOSED WATER LINE
EXISTING FIRE WATER LINE (REFER TO
SHEET NOTE 4)
PROPOSED FIRE WATER LINE
EXISTING STORM DRAIN LINE
PROPOSED STORM DRAIN LINE
EXISTING UNKNOWN UTILITY LINE
EXISTING COMMUNICATIONS LINE
PROPOSED COMMUNICATIONS LINE
EXISTING FENCE
EXISTING WATER VALVE
PROPOSED WATER VALVE
EXISTING FIRE HYDRANT
PROPOSED FIRE HYDRANT
PROPOSED CATCH BASIN
PROPOSED STORM DRAIN MANHOLE
PROPOSED POST INDICATOR VALVE
PROPOSED ELECTRICAL VAULT
PROPOSED ELECTRICAL MANHOLE
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B-3 100% DESIGN SUBMITTAL
UTILITY LAYOUT PLAN - 1A4 SCALE: 1" = 30'
SHEET NOTES
KEYNOTES
33.11.01
1. REFER TO SHEET C-001 FOR LEGEND AND
ABBREVIATIONS AND SHEET C-002 FOR GENERAL
NOTES.
2. EXISTING CONDITIONS OUTSIDE OF APPROXIMATE
SURVEY LIMITS WERE PROVIDED FROM
SUPPLEMENTAL INFORMATION. VERIFY ALL EXISTING
CONDITIONS PRIOR TO CONSTRUCTION.
3. REFER TO DETAIL G1/EP501 FOR ELECTRICAL UTILITY
TRENCHING DETAIL.
4. EXISTING FIRE WATER LINES AND FIRE WATER
SHUTOFF VALVES WERE PROVIDED BY DOCUMENT
TITLED "FIGURE J-1A WATER DISTRIBUTION SIZE AND
MATERIAL MAP JACKSONVILLE IAP" BY AECOM
TECHNICAL SERVICES DATED FEBRUARY 20, 2020.
5. REFER TO SHEET CG201 FOR STORM DRAIN PROFILES.
6. REFER TO DETAIL A6/CU505 FOR THRUST BLOCK
DETAIL FOR PRESSURIZED PIPES.
7. REFER TO DETAIL A1/CU501 AND DETAIL A1/CU502 FOR
TYPICAL UTILITY TRENCHING AND UTILITY CROSSING
DETAILS, RESPECTIVELY.
8. REFER TO DETAIL E14/CU503 FOR PLACEMENT OF
BOLLARDS AROUND FIRE HYDRANTS.
9. REFER TO A5/S-503 AND A10/S-503 FOR UNDERGROUND
UTILITIES CROSSING THROUGH SITE STRUCTURAL
ELEMENTS.
33.11.01 INSTALL 2 1/2" WATER LINE.
PROPOSED CWF
BLDG
BLDG
#1046
BLDG
#1009
BLDG
#1072
MATCHLINE
CU102
33.30.01 INSTALL 4" SANITARY SEWER LINE.
33.30.02 INSTALL SANITARY SEWER MANHOLE PER DETAIL
A7/CU501.
33.40.02
INSTALL STORM DRAIN LINE.
33.40.03
INSTALL CATCH BASIN PER DETAIL A7/CU502.
INSTALL UNDERGROUND ELECTRICAL LINE. REFER TO
SHEET NOTE 3.
33.71.02 INSTALL ELECTRICAL VAULT. REFER TO SHEET NOTE 3.
33.11.02 INSTALL 8" FIRE WATER LINE.
33.11.03 INSTALL FIRE HYDRANT PER DETAIL A3/CU503. REFER
TO SHEET NOTE 8.
33.11.02 33.11.03
CONNECT TO EXISTING SANITARY SEWER
MANHOLE
REFER TO SHEET CU102 FOR
CONTINUATION
33.30.01
33.30.01
33.30.01
33.30.02
33.40.01
33.40.01
33.11.02
PROPOSED STORMWATER
DETENTION BASIN
33.71.01
33.71.02
33.71.01
W
SD
SAN
E
F
30'0'30'
GRAPHIC SCALE
33.30.02
F
33.40.01
33.40.02
INSTALL STORM DRAIN MANHOLE PER DETAIL A7/CU501.
33.40.03
33.11.05
33.11.04 INSTALL WATER VALVE PER DETAIL G1/CU501.33.11.03
33.11.06
33.40.02
33.40.01
33.40.01
33.40.03
33.11.02
33.11.04
CB
S
33.40.04 INSTALL OIL SKIMMER OUTLET PER DETAIL A4/CU504.
33.40.04
33.40.05
33.40.05 INSTALL CONCRETE HEADWALL PER DETAIL A13/CU505.
33.11.05 INSTALL 45° JOINT.
33.11.04
33.30.02
33.30.01
33.71.01
33.30.03
INSTALL SANITARY SEWER CLEANOUT PER DETAIL
L7/CU501.
33.30.03
MECHANICAL YARD
WATER SUPPLY AND
RETURN LINES; REFER
TO MECHANICAL
DRAWING M-107
TRANSFORMER PAD;
REFER TO ELECTRICAL
DRAWINGS FOR
ADDITIONAL INFORMATION
33.11.04
33.11.06 INSTALL POST INDICATOR VALVE PER DETAIL A1/CU505.
E
REFER TO CS101 FOR
BOLLARDS
33.71.01
33.71.03 INSTALL COMMUNICATIONS LINE. REFER TO SHEET
NOTE 3.
33.71.03
COMM
NEW MH
33.71.04 INSTALL COMMUNICATIONS VAULT. REFER TO SHEET
NOTE 3.
EXISTING BTE
DUCT BANK
EXISTING MH-8
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