P457 CU100 UTILITY PLAN.pdf

PDF 526 KB Posted Jun 29, 2020

Attached to: Design-Bid-Build as well as Building Demolition for P457 Cryogenics Facility Marine Corps Air Station (MCAS), Beaufort, South Carolina.
Solicitation number: N4008519R9020
Issued by: Department of the Navy Naval Facilities Engineering Command

About this file

Written by GovTribe AI · Dec 28, 2023

This document contains a utility plan drawing and related federal contract opportunity solicitation. The utility plan drawing depicts site utilities for the construction of a new cryogenics facility at Marine Corps Air Station Beaufort in South Carolina. The drawing shows existing site features and proposed utility layouts including water, gas, electrical, and stormwater infrastructure.

The related federal contract opportunity solicitation seeks design-build proposals for the construction of the new cryogenics facility as well as demolition of two existing buildings. The project scope includes site preparation such as earthwork and demolition, construction of the low-rise reinforced concrete masonry unit cryogenics facility, paved parking areas, landscaping, and installation of utilities. The new cryogenics facility will produce and store liquid oxygen and nitrogen and include an administration area. Additional facilities comprise a covered storage area for gas cylinders and filling stations. The solicitation was issued by the Naval Facilities Engineering Command for the Department of the Navy.

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Other files

File	Type	Posted
AMENDMENT 0009.pdf	PDF	Oct 13, 2021
N4008519R9020 Amendment 0008.pdf	PDF	Jul 30, 2021
N4008519R9020 Amendment 0007.pdf	PDF	Mar 26, 2021
N4008519R9020 Amendment 0006.pdf	PDF	Jul 16, 2020
S- 301 FOUNDATION SECTIONS AND DETAILS.pdf	PDF	Jul 16, 2020
N4008519R9020 Amendment 0005.pdf	PDF	Jul 16, 2020
N4008519R9020 Amendment 0004.pdf	PDF	Jul 15, 2020
N4008519R9020 Amendment 0003.pdf	PDF	Jul 14, 2020
Hazardous Materials Survey MCAS.pdf	PDF	Jun 29, 2020
N4008519R9020 Amendment 0002.pdf	PDF	Jun 29, 2020
N4008519R9020 Amendment 0001.pdf	PDF	Jun 17, 2020
Attachment B - Con Exp Data Sheet.docx	DOCX document	Jun 15, 2020
Attachment A - PPII log.doc	DOC document	Jun 15, 2020
Attachment C - Past Performance Questionnaire.docx	DOCX document	Jun 15, 2020
P457 Cryogenics Facility_Final_SPECIFICATIONS_signed.pdf	PDF	Jun 15, 2020
N4008519R9020 RFP.pdf	PDF	Jun 15, 2020
P457 Cryogenics Facility_Final_DRAWINGS_signed.pdf	PDF	Jun 15, 2020
Attachment D - Price Proposal Form.docx	DOCX document	Jun 15, 2020

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FF = 31.50

6,603 SF

P-457 CRYOGENICS

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UT UT UT UT UT UT UT UT

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CU100

GENERAL SHEET NOTES

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BUILDING OVERHANG

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PP#2164

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PP#2163

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GLM

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GLM

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GLM

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GLM

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PLM

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12 PA

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10 PA

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PP#2156

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BACK OF CURB

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OLD GATE

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MOTOR

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GATE

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OLD PHONE

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PIV

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8' CHAIN LINK FENCE

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9 PARKING SPACES

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5 PARKING SPACES

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5 PARKING SPACES

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13 PARKING SPACES

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SSMH RIM:30.65 IE:23.82

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SSMH RIM:25.63 IE:16.26

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±108 LF 8" PVC @ 1.05%

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SSMH RIM:26.08 IE:15.45

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±97 LF 8" PVC @ 0.83%

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±73 LF 24" RCP

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SDMH RIM:28.66 BOX FULL OF DIRT/DEBRIS

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HOLE IN REAR OF CONCRETE STORM BOX IE:24.79

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GI RIM:28.91

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CMP BURIED TOP:27.64

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CMP BURIED TOP:27.47

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CMP BURIED TOP:27.51

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CMP TOP:27.51

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18"RCP IE:25.62

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18"RCP IE:25.76

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± 23 LF 18"RCP

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± 60 LF CMP

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CONCRETE

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GI RIM:23.27 IE(SE):17.43 IE:(NE):17.43

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GI RIM:25.03 IE(SW):17.91 IE(N):18.13

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±88 LF 30" RCP

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±175 LF 36" RCP

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IE:17.01

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GI RIM:25.55 IE(N):19.67 IE(S):19.22

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24" RCP

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±220 LF 30" RCP

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ONE STORY BLOCK BUILDING FFE:31.70

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CONCRETE

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CONCRETE DEPRESSION

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GAS TANK

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CONCRETE

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EDGE OF PAVEMENT (ASPHALT)

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ONE STORY BRICK BUILDING FFE:26.41'

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BUILDING OVERHANG

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CONCRETE

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CONCRETE

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CONCRETE

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8' CHAIN LINK FENCE

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CONCRETE

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RBS

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TP 2 EL.30.67 NAVD 88

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AutoCAD SHX Text N 230506.6010

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TP 3 EL.30.03 NAVD 88

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RBS

AutoCAD SHX Text N 230223.1330

AutoCAD SHX Text E 2083153.6430

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EDGE OF PAVEMENT (ASPHALT)

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EDGE OF PAVEMENT (ASPHALT)

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EDGE OF PAVEMENT (ASPHALT)

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EDGE OF PAVEMENT (ASPHALT)

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EDGE OF PAVEMENT (ASPHALT)

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8"PVC

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STORM DRAIN LINE SCALED IN FROM GIS

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BACK OF CURB

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10 PARKING SPACES

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SCO-1

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1. 264 LF OF 6" GRAVITY SANITARY SEWER LATERAL WITH CLEAN 264 LF OF 6" GRAVITY SANITARY SEWER LATERAL WITH CLEAN OUTS EVERY 70 FT. MINIMUM SLOPE 1%. CLEANOUTS LOCATED IN PAVEMENT MUST HAVE H20 TRAFFIC RATED VALVE BOX. 2. 8" PVC C-900 WATER LINE TO SUPPLY 6" DI FIRE HYDRANT 8" PVC C-900 WATER LINE TO SUPPLY 6" DI FIRE HYDRANT AND 2" HDPE DOMESTIC WATER LINE. 3. SITE LIGHTING (TYP.) SEE ELECTRICAL. SITE LIGHTING (TYP.) SEE ELECTRICAL. 4. 116 LF OF NATURAL GAS LINE AND METER. TIE TO EXISTING 116 LF OF NATURAL GAS LINE AND METER. TIE TO EXISTING GAS LINE. GAS LINE AND METER TO BE INSTALLED BY DOMINION ENERGY COMPANY. 5. UNDERGROUND ELECTRICAL, SEE ELECTRICAL UNDERGROUND ELECTRICAL, SEE ELECTRICAL 6. DUCT BANK, SEE ELECTRICAL DUCT BANK, SEE ELECTRICAL 7. 186 LF OF 6" DUCTILE IRON LINE FOR FIRE HYDRANT. 186 LF OF 6" DUCTILE IRON LINE FOR FIRE HYDRANT. 8. FIRE HYDRANT & 6" G.V. IN BOX. LABEL HYDRANT AS4005. FIRE HYDRANT & 6" G.V. IN BOX. LABEL HYDRANT AS4005. 9. 8"x6" REDUCER 8"x6" REDUCER 10. DUAL SWEEP CLEANOUT AT BUILDING DUAL SWEEP CLEANOUT AT BUILDING 11. TIE TO EXIST MH WITH OUTSIDE DROP CONNECTION TIE TO EXIST MH WITH OUTSIDE DROP CONNECTION INV. IN = 16.75. CORE DRILL AND BOOT. 12. 8" X 2" TEE, 2" GV IN BOX WITH MARKER, RPZ BACKFLOW 8" X 2" TEE, 2" GV IN BOX WITH MARKER, RPZ BACKFLOW PREVENTER AND 2" HDPE 13. EXIST 8" WATER LINE MAY REQUIRE ADJUSTMENT TO EXIST 8" WATER LINE MAY REQUIRE ADJUSTMENT TO ACCOMMODATE NEW DITCH WORK ABOVE. SEE CU101 FOR ADJUSTMENT. CONTRACTOR TO VERIFY. 14. 8"x12" TSV, 8" GV IN H-20 RATED BOX WITH MARKER 8"x12" TSV, 8" GV IN H-20 RATED BOX WITH MARKER 15. 8" - 45 RESTRAINED JOINT BEND (NO THRUST BLOCKS) 8" - 45° RESTRAINED JOINT BEND (NO THRUST BLOCKS)16. ELECTRICAL EQUIPMENT, SEE ELECTRICAL ELECTRICAL EQUIPMENT, SEE ELECTRICAL 17. PAD-MOUNTED TRANSFORMER, SEE ELECTRICAL PAD-MOUNTED TRANSFORMER, SEE ELECTRICAL 18. RAISE EXIST GAS VALVE BOX TO FINISHED GRADE RAISE EXIST GAS VALVE BOX TO FINISHED GRADE 19. MECHANICAL PAD, SEE MECHANICAL. MECHANICAL PAD, SEE MECHANICAL. 20. 8"x6" TS AND 6" G.V. IN BOX. G.V. MUST BE WITHIN 18" OF 8"x6" TS AND 6" G.V. IN BOX. G.V. MUST BE WITHIN 18" OF TEE-TO BE DISCUSSED AT PRE-CON MEETING. 21. 6" - 11.25 RESTRAINED JOINT BEND (NO THRUST BLOCKS) 6" - 11.25° RESTRAINED JOINT BEND (NO THRUST BLOCKS)22. 1-1/4" WATER LINE TO EMERGENCY SHOWER AND EYEWASH 1-1/4" WATER LINE TO EMERGENCY SHOWER AND EYEWASH 23. SEE ES102 AND ES103 FOR CONTINUATION OF NEW SEE ES102 AND ES103 FOR CONTINUATION OF NEW ELECTRICAL WORK 24. PROVIDE AND COORDINATE NATURAL GAS METER RELOCATION PROVIDE AND COORDINATE NATURAL GAS METER RELOCATION WITH DOMINION ENERGY COMPANY. 25. NEW DUCT BANK MUST GO UNDER GAS LINE. FIELD LOCATE NEW DUCT BANK MUST GO UNDER GAS LINE. FIELD LOCATE GAS LINE PRIOR TO BEGINNING DUCT BANK. 26. FIELD VERIFY FM SC AND NATURAL GAS BEFORE LIGHT POLE FIELD VERIFY FM SC AND NATURAL GAS BEFORE LIGHT POLE INSTALLATION. 27. DUCT BANK MUST GO UNDER STORMDRAIN. DUCT BANK MUST GO UNDER STORMDRAIN. 28. VERTICAL 45 DEGREE BENDS TO AVOID CONFLICT WITH STORM VERTICAL 45 DEGREE BENDS TO AVOID CONFLICT WITH STORM DRAIN. WATER MAIN MUST BE DIP IN THIS SECTION CENTERED ON THE CROSSING. 29. FIRE HYDRANT. LABEL HYDRANT AS4004. FIRE HYDRANT. LABEL HYDRANT AS4004. 30. BJWSA POINT OF DEMARCATION. BJWSA POINT OF DEMARCATION.

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DEPARTMENT OF THE NAVY

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SCALE:

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CONSTR. CONTR. NO.

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SHEET

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NAVFAC DRAWING NO.

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NAVAL FACILITIES ENGINEERING COMMAND

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DES

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DESCRIPTION

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DATE

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APPR

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DRAWFORM REVISION: 07 AUG 2018

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CHK

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SATISFACTORY TO DATE

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APPROVED

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ACTIVITY

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FOR COMMANDER NAVFAC

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SEAL

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A/E INFO

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EPROJECT NO.

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UNCLASSIFIED

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UNCLASSIFIED

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UNCLASSIFIED

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PM/DM

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BRANCH MANAGER

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CHIEF ENG/ARCH

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FIRE PROTECTION

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MIDLANT CI CORE

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NAVAL STATION NORFOLK

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MCAS BEAUFORT

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BEAUFORT, SC

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MJD/JPC

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EJA

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DSN

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UTILITY PLAN

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AS NOTED

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DLB

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1. ALL UTILITY WORK MUST BE COMPLETED DURING OFF PEAK ALL UTILITY WORK MUST BE COMPLETED DURING OFF PEAK HOURS AND AT THE APPROVAL OF THE CONTRACTING OFFICER. 2. COORDINATE ALL OUTAGES WITH THE CONTRACTING OFFICER. COORDINATE ALL OUTAGES WITH THE CONTRACTING OFFICER. 3. ENSURE ALL VAULTS AND RIMS ARE INSTALLED AT THE FINAL ENSURE ALL VAULTS AND RIMS ARE INSTALLED AT THE FINAL COMPLETED GRADES.

AutoCAD SHX Text APPROVED BY LCDR CRAIG CULBERTSON, PWD MCAS BEAUFORT FEAD DIRECTOR, WITH NAVFAC, VIA EMAIL.

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CU100 UTILITY PLAN

File details come from the government source that posted it. Updated Jun 30, 2020.