P702-1704807-CIVIL DWGS.pdf

PDF 3 MB Posted Jun 20, 2023

Attached to: Indefinite Delivery Indefinite Quantity Multiple Award Construction Contract for General Construction primarily in the Hampton Roads Area of Responsibility, Virginia
Solicitation number: N4008523R2562
Issued by: Department of the Navy Naval Facilities Engineering Command

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File	Type	Posted
Amendment 0018.pdf	PDF	Jan 8, 2024
Amendment 0017.pdf	PDF	Dec 21, 2023
Amendment 0016.pdf	PDF	Jul 20, 2023
Amendment 0016 Revised Drawings.pdf	PDF	Jul 20, 2023
Amendment 0016 Revised Specifications.pdf	PDF	Jul 20, 2023
Amendment 0015.pdf	PDF	Jul 19, 2023
Amendment 0014.pdf	PDF	Jul 19, 2023
P702 JA Interior Finishes_redacted.pdf	PDF	Jul 19, 2023
CU502_revised.pdf	PDF	Jul 14, 2023
CM102_revised.pdf	PDF	Jul 14, 2023
Amendment 0013.pdf	PDF	Jul 14, 2023
Amendment 0012.pdf	PDF	Jul 13, 2023
08 11 13_revised.pdf	PDF	Jul 13, 2023
Amendment 0011.pdf	PDF	Jul 11, 2023
Amendment 0010.pdf	PDF	Jul 7, 2023
07 42 13 METAL WALL PANELS - Amendment 0010.pdf	PDF	Jul 7, 2023
Arch Sheet - Amendment 0010.pdf	PDF	Jul 7, 2023
41 22 13 15_Rev1.pdf	PDF	Jul 3, 2023
13 34 19_Rev1.pdf	PDF	Jul 3, 2023
P702 Structural Drawings.pdf	PDF	Jul 3, 2023
Attachment E - Price Proposal Form Seed Project revised.docx	DOCX document	Jul 3, 2023
Amendment 0009.pdf	PDF	Jul 3, 2023
Amendment 0008.pdf	PDF	Jun 27, 2023
Amendment 0007.pdf	PDF	Jun 22, 2023
Final FFE Package.pdf	PDF	Jun 22, 2023
CIVIL SHEETS 007.pdf	PDF	Jun 22, 2023
MECH SHEETS 0007.pdf	PDF	Jun 22, 2023
P702-1704807-ELEC DWGS.pdf	PDF	Jun 20, 2023
P702-Geotechnical Data Report.pdf	PDF	Jun 20, 2023
VNG Natural Gas Line Agreement.pdf	PDF	Jun 20, 2023
Gate 6 Site Characterization Report.pdf	PDF	Jun 20, 2023
Amendment 0006.pdf	PDF	Jun 20, 2023
P702-1704807 MECH DWG.pdf	PDF	Jun 20, 2023
Amendment 0005.pdf	PDF	Jun 20, 2023
Amendment 0004.pdf	PDF	Jun 5, 2023
23R2562 P702 Site Visit Log.pdf	PDF	Jun 5, 2023
Amendment 0003.pdf	PDF	May 24, 2023
Amendment 0002.pdf	PDF	May 17, 2023
Amendment 0001.pdf	PDF	May 9, 2023
Attachment C - Construction and Design Experience Project Data Sheet.docx	DOCX document	May 8, 2023
Attachment H - P702 Drawings.pdf	PDF	May 8, 2023
P702 Specifications Amendment Section 01 50 00.pdf	PDF	May 8, 2023
Attachment I - Approved Identity Proofing Documents.pdf	PDF	May 8, 2023
N4008523R2562 SB MACC HR GEN CONSTR.pdf	PDF	May 8, 2023
Attachment B - PIEE Vendor Access Instructions.pdf	PDF	May 8, 2023
Attachment K - SECNAV 5512.pdf	PDF	May 8, 2023
Attachment G - P702 Specifications.pdf	PDF	May 8, 2023
Attachment E - Price Proposal Form Seed Project.docx	DOCX document	May 8, 2023
Attachment J - Criteria for Denying Access to Navy Installations.pdf	PDF	May 8, 2023
Attachment A - Pre-Proposal Inquiry Log Template.xlsx	XLSX spreadsheet	May 8, 2023

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GENERAL SHEET NOTES

GRAPHIC SCALE

DEMOLITION KEYNOTES

N A

E N

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G S

M S

C O

M M

A N

CD101

MATCH LINE SHEET CD102

LEGEND

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BITUMINOUS PAVEMENT

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CONCRETE

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CONCRETE

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CONCRETE

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BITUMINOUS PAVEMENT

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BITUMINOUS PAVEMENT

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CONCRETE

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E. OH. ELEC.

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E. UG. STM.

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E. UG. ELEC.

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E. OH. STM.

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E. OH. STM.

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E. OH. STM.

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E. UG. FUEL LINE

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E. UG. FUEL LINE

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E. UG. FUEL LINE

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E. 2" UG. STM. DRAIN

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E. UG. FUEL LINE (3)

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8" E. O.W. FM.

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10" E. W. (DI)

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10" E. W. (DI)

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E. OH. STM.

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E. UG. STM.

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E. UG. COMM.

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E. UG. COMM.

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E. UG. COMM.

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E. UG. COMM.

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10" E. W. (DI)

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10" E. W. (DI)

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6" E. W. (DI)

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E. UG. FUEL LINE (3)

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E. UG. COMM.

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E. UG. FUEL LINE (2)

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BUILDING CEP-126

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6" E. W. (DI)

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E. UG. FUEL LINES (4)

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E. UG. COMM.

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E. UG. STM.

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E. UG. COMM. (F.O.)

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DOOR

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OVHD DOOR

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DOOR

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DOOR

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BUILDING CEP-204

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8" E. SAN

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8" E. SAN

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6" E. SAN

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8" E. SAN

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8" E. SAN

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BUILDING OVERHANG LINE (TYP)

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1 STORY METAL

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1 STORY METAL WAREHOUSE

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DOOR

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DOOR

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DOOR

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PT. 5

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PT. 4

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OVHD DOOR

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2" E. W. (PVC)

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15" IRON PIPE

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12" IRON PPE

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E. UG. FUEL VAULT (FULL OF WATER & OILY WASTE)

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BITUMINOUS PAVEMENT

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E. OH. ELEC.

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E. OH. ELEC.

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8" E. W. (PVC)

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E. UG. ELEC.

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(ABAND.)

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8" E. O.W. FM.

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(ABAND.)

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10" E. W. (DI)

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8" E. O.W. FM.

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(ABAND.)

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GRASS

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BLAST ARC

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110% BLAST ARC

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BLDG.-208B

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E. UG ELEC.

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E. UG. ELEC.

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E. UG. TEL.

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E. OIL

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12" E. FUEL OIL

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12" E. FUEL OIL

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12" E. FUEL OIL

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(APPROX. LOC.)

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8" E. SAN.

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6" E. SAN.

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BITUMINOUS

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E. UG. ELEC.

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TEL.

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ELEC.

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WASTE FM.

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PAVEMENT

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(APPROX. LOC.)

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E. UG. ELEC.

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6" E. W. (DI)

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D AVENUE

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PARK PLACE

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(3) E. UG. E. UG. ELEC

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BLAST ARC

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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 SYSTEMS COMMAND

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DES

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DRW

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DESCRIPTION

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DATE

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APPR

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DRAWFORM REVISION: 25 AUGUST 2020

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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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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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DEPARTMENT OF THE NAVY

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DES

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DATE

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DRAWFORM REVISION: 25 AUGUST 2020

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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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PM/DM

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BRANCH MANAGER

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CHIEF ENG/ARCH

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UPDATED KEYNOTES

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1. REMOVE BLDG CEP 126, 8" - 10" +/- REINFORCED CONCRETE REMOVE BLDG CEP 126, 8" - 10" +/- REINFORCED CONCRETE SLAB/FOUNDATION, WITH LAYER OF COMPLICATION, AND INDUSTRIAL CONCRETE PADS, INCLUDE ALL UTILITIES ASSOCIATED WITH THE BUILDING INCLUDING THE EXTERIOR EXHAUST PITS. REFERENCE H-DRAWINGS PRIOR TO DEMO. 2. REMOVE ALL SURROUNDING ITEMS RELATED TO BUILDING: REMOVE ALL SURROUNDING ITEMS RELATED TO BUILDING: BOLLARDS, OVER HANG, CONCRETE PADS, SUPPORT POSTS, CHAINLINK FENCE, CLEANOUT, FLAG POLE, ETC. 3. DIESEL TANK TO BE RELOCATED. SEE SITE LAYOUT PLAN DIESEL TANK TO BE RELOCATED. SEE SITE LAYOUT PLAN (CS101-CS102) FOR NEW LOCATION 4. REMOVE CONCRETE PAD AND BOLLARDS AROUND DIESEL TANK REMOVE CONCRETE PAD AND BOLLARDS AROUND DIESEL TANK 5. FIRE HYDRANT AND BOLLARDS TO REMAIN FIRE HYDRANT AND BOLLARDS TO REMAIN 6. REMOVE METER AND METER VAULT REMOVE METER AND METER VAULT 7. REMOVE 6" DI WATER LINE REMOVE 6" DI WATER LINE 8. DEMOLISH MANHOLE TOWER AND FILL OTTO FUEL TANK WITH DEMOLISH MANHOLE TOWER AND FILL OTTO FUEL TANK WITH FLOWABLE FILL. SEE HAZARDOUS MATERIALS PLAN FOR DETAILS. 9. REMOVE FUEL LINE. ENSURE FUEL LINE IS EMPTY PRIOR TO REMOVE FUEL LINE. ENSURE FUEL LINE IS EMPTY PRIOR TO REMOVAL AND THE DEMOLITION IS NOT IN CONFLICT WITH EXISTING FUEL LINE THAT RUNS NORTH AND SOUTH. 10. REMOVE UNDERGROUND ELECTRICAL/COMMUNICATION LINES. REMOVE UNDERGROUND ELECTRICAL/COMMUNICATION LINES. 11. REMOVE ELECTRICAL/COMMUNICATION MANHOLE REMOVE ELECTRICAL/COMMUNICATION MANHOLE 12. REMOVE UNDERGROUND STEAM LINES AND ALL EQUIPMENT REMOVE UNDERGROUND STEAM LINES AND ALL EQUIPMENT ASSOCIATED AT THE BUILDING. FOR BIDDING PURPOSES, CONTRACTOR SHALL ASSUME THAT ALL STEAMLINES SHALL BE ABATED AND DISPOSED OF AS ACM PER VIRGINIA REQUIRED PERMITS. CONTRACTOR TO COORDINATE UTILITY DISCONNECTION WITH CONTRACTING OFFICER. 13. REMOVE STEAM PIT AND EQUIPMENT INSIDE. SEE MS101 FOR REMOVE STEAM PIT AND EQUIPMENT INSIDE. SEE MS101 FOR DETAILS. 14. METAL PLATE TO BE DEMOLISHED AND REMOVED. METAL PLATE TO BE DEMOLISHED AND REMOVED. 15. REMOVE WATER LINE. REMOVE WATER LINE. 16. REMOVE 6" LATERAL SANITARY SEWER. PLUG PIPE AT EXISTING REMOVE 6" LATERAL SANITARY SEWER. PLUG PIPE AT EXISTING MANHOLE. 17. OVERHEAD ELECTRICAL LINE TO BE REMOVED. SEE ELECTRICAL OVERHEAD ELECTRICAL LINE TO BE REMOVED. SEE ELECTRICAL DEMOLITION PLANS 18. POWER/UTILITY POLE TO BE REMOVED. POWER/UTILITY POLE TO BE REMOVED. 19. POWER POLE TO REMAIN AND PROTECTED DURING CONSTRUCTION POWER POLE TO REMAIN AND PROTECTED DURING CONSTRUCTION 20. STORM DRAIN PIPE TO BE REMOVED STORM DRAIN PIPE TO BE REMOVED 21. STORM STRUCTURE TO BE REMOVED STORM STRUCTURE TO BE REMOVED 22. ADJUST RIM TO NEW GRADE ADJUST RIM TO NEW GRADE 23. LIMIT OF STORM PIPE TO BE REMOVED LIMIT OF STORM PIPE TO BE REMOVED 24. PIPE TO BE PROTECTED FOR CONNECTION TO NEW STRUCTURE. PIPE TO BE PROTECTED FOR CONNECTION TO NEW STRUCTURE. 25. REMOVE INTERIOR FENCE, POST, POST FOUNDATIONS, AND GATES, REMOVE INTERIOR FENCE, POST, POST FOUNDATIONS, AND GATES, BACK FILL FOUNDATION WITH STRUCTURAL FILL. 26. RAISE FUEL HAND HOLE/TEST PIT TO NEW GRADES RAISE FUEL HAND HOLE/TEST PIT TO NEW GRADES 27. TRAILERS AND CONEX BOX TO BE RELOCATED BY THE USER, TRAILERS AND CONEX BOX TO BE RELOCATED BY THE USER, PRIOR TO CONSTRUCTION 28. REMOVE WOOD GAZEBO BUILDING REMOVE WOOD GAZEBO BUILDING 29. SHED BUILDING 208 TO BE RELOCATED BY USER, PRIOR TO SHED BUILDING 208 TO BE RELOCATED BY USER, PRIOR TO CONSTRUCTION. 30. REMOVE TREES AND SHRUBS REMOVE TREES AND SHRUBS 31. SEE PAVEMENT DEMOLITION PLAN FOR LIMIT OF WORK SEE PAVEMENT DEMOLITION PLAN FOR LIMIT OF WORK 32. DEMOLISH AND REMOVE 59 TON CHILLER, SEE MS101 FOR DETAILS DEMOLISH AND REMOVE 59 TON CHILLER, SEE MS101 FOR DETAILS 33. DEMOLISH REMOVE WINDOW AIR CONDITIONING UNITS IN BUILDING DEMOLISH REMOVE WINDOW AIR CONDITIONING UNITS IN BUILDING CEP 126

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MIDLANT DC CORE

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NAVSTA NORFOLK, VIRGINIA

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NAVAL STATION NORFOLK

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NORFOLK, VIRGINIA

AutoCAD SHX Text 09/08/2022

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WM/FR

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EJA

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DSN

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AutoCAD SHX Text N4008522R2577

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SITE DEMOLITION PLAN

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QNT

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MEH

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DLB

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1. VERIFY ALL MEASUREMENTS, EQUIPMENT AND MATERIALS PRIOR TO VERIFY ALL MEASUREMENTS, EQUIPMENT AND MATERIALS PRIOR TO COMMENCEMENT OF CONSTRUCTION. 2. THE ACTUAL FIELD CONDITIONS AT TIME OF CONSTRUCTION FOR THE ACTUAL FIELD CONDITIONS AT TIME OF CONSTRUCTION FOR P702 MAY VARY FROM THAT REPRESENTED ON THESE PLANS. CONFIRM THE LOCATION OF ALL ITEMS PRIOR TO THE START OF CONSTRUCTION. 3. ALL EXISTING UTILITIES MUST REMAIN IN PLACE, UNLESS OTHERWISE ALL EXISTING UTILITIES MUST REMAIN IN PLACE, UNLESS OTHERWISE NOTED ON PLANS. 4. REFER TO STAGING PLANS CE101 FOR PLACEMENT OF TEMPORARY REFER TO STAGING PLANS CE101 FOR PLACEMENT OF TEMPORARY SECURITY FENCE. PROVIDE TEMPORARY SECURITY FENCE AND CONSTRUCTION FENCE PER FENCING SHOWN ON SITE PLAN AND AS AGREED TO BY THE CONTRACTING OFFICER. 5. ERECT TEMPORARY SECURITY FENCE AND ACCESS GATE. SEGREGATE ERECT TEMPORARY SECURITY FENCE AND ACCESS GATE. SEGREGATE CONTRACTOR WORK AREA FROM BUILDING CEP-204 SITE. SECURE AREA PRIOR TO COMMENCEMENT OF ANY OTHER SITE WORK. 6. A MINIMUM OF 20 DAYS IN ADVANCE OF DATE FOR START OF SITE A MINIMUM OF 20 DAYS IN ADVANCE OF DATE FOR START OF SITE WORK AND NEEDED ACCESS TO SITE, COORDINATE WITH CONTRACTING OFFICER/CONSTRUCTION MANAGER TO SCHEDULE THE RELOCATION OF EXISTING METAL CONTAINERS AND FUEL CELLS BY GOVERNMENT FORCES. 7. REMOVED UNDERGROUND INFRASTRUCTURE MUST BE BACKFILLED REMOVED UNDERGROUND INFRASTRUCTURE MUST BE BACKFILLED WITH IMPORTED SELECT MATERIAL. 8. SEE SHEETS MD101 AND MS101 FOR DETAILS ON DEMOLITION OF SEE SHEETS MD101 AND MS101 FOR DETAILS ON DEMOLITION OF MECHANICAL SYSTEMS. 9. SEE SHEETS ED101 - ED105 FOR DEMOLITION OF SITE SEE SHEETS ED101 - ED105 FOR DEMOLITION OF SITE ELECTRICAL. 10. SEE SHEETS CD103 AND CD104 FOR PAVEMENT DEMOLITION.SEE SHEETS CD103 AND CD104 FOR PAVEMENT DEMOLITION.

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DEMO AND REMOVE EXISTING BUILDING

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34. REMOVE WOODEN FENCE POSTS AND REMOVE WOODEN FENCE POSTS AND CONCRETE FOUNDATIONS. 35. REMOVE WOODEN DECK AND COVER. REMOVE WOODEN DECK AND COVER. 36. REMOVE EXTERIOR FENCE, POST, POST REMOVE EXTERIOR FENCE, POST, POST FOUNDATIONS, AND GATES, BACK FILL FOUNDATION WITH STRUCTURAL FILL.

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GEOFFREY MOSS, DIRECTOR OF WARFARE REQUIREMENTS, VIA EMAIL

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GENERAL SHEET NOTES

GRAPHIC SCALE

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CD103

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LEGEND

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BITUMINOUS PAVEMENT

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CONCRETE

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CONCRETE

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BITUMINOUS PAVEMENT

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CONCRETE

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E. UG. STM.

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E. OH. STM.

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E. UG. FUEL LINE

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E. 2" UG. STM. DRAIN

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E. UG. FUEL LINE (3)

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8" E. O.W. FM.

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DOOR

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E. UG. ELEC.

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OVHD DOOR

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DOOR

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2" E. W. (PVC)

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15" IRON PIPE

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12" IRON PPE

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E. UG. FUEL VAULT (FULL OF WATER & OILY WASTE)

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E. OH. ELEC.

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110% BLAST ARC

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WASTE FM.

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PAVEMENT

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D AVENUE

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PARK PLACE

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(3) E. UG. E. UG. ELEC

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DEPARTMENT OF THE NAVY

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DRAWFORM REVISION: 25 AUGUST 2020

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ADDED PAVEMENT TO BE REMOVED

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MIDLANT DC CORE

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NAVSTA NORFOLK, VIRGINIA

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NAVAL STATION NORFOLK

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NORFOLK, VIRGINIA

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WM/FR

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EJA

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DSN

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AutoCAD SHX Text N4008522R2577

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PAVEMENT DEMOLITION PLAN

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QNT

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MEH

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AS SHOWN

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DLB

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1. VERIFY ALL MEASUREMENTS, EQUIPMENT AND MATERIALS PRIOR TO VERIFY ALL MEASUREMENTS, EQUIPMENT AND MATERIALS PRIOR TO COMMENCEMENT OF CONSTRUCTION. 2. THIS PLAN IS FOR PAVEMENT DEMOTION ONLY, SEE SHEETS CD101 THIS PLAN IS FOR PAVEMENT DEMOTION ONLY, SEE SHEETS CD101 AND CD102 FOR DEMOTION PLANS AND NOTES. 3. SEE SITE PLAN (CS101 AND CS102 FOR DIMENSIONS OF SEE SITE PLAN (CS101 AND CS102 FOR DIMENSIONS OF LANDSCAPE AREAS.

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REMOVE PAVEMENT AND CONCRETE, BASE STONE TO REMAIN WHERE FINAL GRADES PERMIT.

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DEMO PAVEMENT FOR PLANTING BED EXCAVATE 24-INCHES BELOW EXISTING GRADE

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REMOVE PAVEMENT, AND BASE STONE BASE FOR RETAINING WALL.

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SAWCUT LINE

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1. REMOVE ASPHALT PAVEMENT AND AGGREGATE BASE FOR REMOVE ASPHALT PAVEMENT AND AGGREGATE BASE FOR LANDSCAPE ISLAND. AGGREGATE BASE TO BE REUSED ON SITE. 2. REMOVE ASPHALT PAVEMENT, CONCRETE AND CURBING, AGGREGATE REMOVE ASPHALT PAVEMENT, CONCRETE AND CURBING, AGGREGATE BASE COURSE TO REMAIN WHERE FINAL GRADES PERMIT. 3. SAW CUT LINE. SAW CUT LINE. 4. BUILDING FOOTPRINT, SEE DEMOLITION PLAN CD101. BUILDING FOOTPRINT, SEE DEMOLITION PLAN CD101. 5. REFER TO SHEET CM101 FOR LOCATIONS OF THE PROPOSED REFER TO SHEET CM101 FOR LOCATIONS OF THE PROPOSED PAVEMENT TRANSITION TO EXISTING PAVEMENT JOINT AND SHEET CM501 FOR THE DETAIL. 6. REMOVE CONCRETE CURB.REMOVE CONCRETE CURB.

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DEMO PAVEMENT FOR PLANTING BED EXCAVATE 4-INCHES BELOW EXISTING GRADE

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GEOFFREY MOSS, DIRECTOR OF WARFARE REQUIREMENTS, VIA EMAIL

U S

P-702

VAN

CEP-204

FFE = 10.25

GRAPHIC SCALE

N A

V A

S E

N G

E R

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M S

C O

M M

A N

CG101

GENERAL SHEET NOTES

KEYNOTES

MATCH LINE SHEET CG102

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E. UG. FUEL LINE

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E. UG. FUEL LINE

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E. UG. FUEL LINE

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E. UG. FUEL LINE (3)

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8" E. O.W. FM.

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E. UG. FUEL LINE (3)

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E. UG. FUEL LINE (2)

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E. UG. FUEL LINES (4)

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8" E. SAN

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6" E. SAN

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PT. 5

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PT. 4

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15" IRON PIPE

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12" IRON PPE

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E. UG. FUEL VAULT (FULL OF WATER & OILY WASTE)

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(ABAND.)

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8" E. O.W. FM.

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(ABAND.)

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(ABAND.)

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D-AVENUE

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PARK PLACE AVENUE

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ADJUSTED MATCH EXISTING GRADES FOR NEW PAVEMENT

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MIDLANT DC CORE

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NAVSTA NORFOLK, VIRGINIA

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NAVAL STATION NORFOLK

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NORFOLK, VIRGINIA

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WM/FR

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EJA

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DSN

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GRADING PLAN

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QNT

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MEH

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AS SHOWN

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1. LAYDOWN AREA TO BE LOCATED WITHIN THE SITE BOUNDARY LAYDOWN AREA TO BE LOCATED WITHIN THE SITE BOUNDARY AND MOVED AS NEEDED. COORDINATE LOCATION OF LAYDOWN AREAS, CONSTRUCTION FENCE, AND STOCKPILE AREAS WITH CONTRACTING OFFICER. 2. FIELD VERIFY ALL MEASUREMENTS, EQUIPMENTS, AND FIELD VERIFY ALL MEASUREMENTS, EQUIPMENTS, AND MATERIALS. IF DISCREPANCY EXISTS BETWEEN THIS PLAN AND FIELD INVESTIGATION, THE CONTRACTING OFFICER MUST BE CONTACTED. 3. MAINTAIN MINIMUM 10FT OFF FUEL LINE FOR DURATION OF MAINTAIN MINIMUM 10FT OFF FUEL LINE FOR DURATION OF PROJECT.

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1. TIE INTO EXISTING GRADE TIE INTO EXISTING GRADE 2. ADJUST EXISTING STRUCTURE'S RIM TO NEW ELEVATION ADJUST EXISTING STRUCTURE'S RIM TO NEW ELEVATION 3. STORMWATER CATCH BASIN, TIE TO EXISTING SYSTEM STORMWATER CATCH BASIN, TIE TO EXISTING SYSTEM RIM = 8.25 INV = 4.91 +/- M.E. INV = 4.91 +/- M.E. CONTRACTOR TO WARP VALLEY GUTTER TO ALLOW DRAINAGE TO INLET. 4. 190' OF 15" RCP @ 0.3% 190' OF 15" RCP @ 0.3% 5. STORMWATER CATCH BASIN STORMWATER CATCH BASIN RIM = 8.15 INV = 5.50 INV = 5.50 CONTRACTOR TO WARP VALLEY GUTTER TO ALLOW DRAINAGE TO INLET. 6. 8' OF 15" RCP @ 0.6% 8' OF 15" RCP @ 0.6% 7. STORMWATER CATCH BASIN STORMWATER CATCH BASIN RIM = 7.75 INV = 5.55 INV = 5.55 8. 6" PERFORATED PVC PIPE @ 0.00% 6" PERFORATED PVC PIPE @ 0.00% 9. 4" PVC PIPE 4" PVC PIPE 10. 4" PVC CLEANOUT INV = 7.0 4" PVC CLEANOUT INV = 7.0 INV = 7.0 11. 4" PVC CLEANOUT INV = 7.0 4" PVC CLEANOUT INV = 7.0 INV = 7.0 12. 4" PVC CLEANOUT INV = 6.65 4" PVC CLEANOUT INV = 6.65 INV = 6.65 13. 4"X6" TEE INV = 6.00 4"X6" TEE INV = 6.00 INV = 6.00 14. 4" PVC CONDENSATE LINE INV = 7.50 4" PVC CONDENSATE LINE INV = 7.50 INV = 7.50 15. DRY SUMP RIM = 9.70 INV (IN) = 7.00 DRY SUMP RIM = 9.70 INV (IN) = 7.00 RIM = 9.70 INV (IN) = 7.00 INV (OUT) 6.75 BOTTOM OF SUMP = 5.00 SEE DETAIL C-1 SHEET P-504 16. TYPICAL GRADING FOR ALL FOUR DOAS UNIT PADS AND TYPICAL GRADING FOR ALL FOUR DOAS UNIT PADS AND SURROUNDING PAVEMENT.

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DEPARTMENT OF THE NAVY

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SCALE:

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CONSTR. CONTR. NO.

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NAVFAC DRAWING NO.

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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: 25 AUGUST 2020

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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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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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GEOFFREY MOSS, DIRECTOR OF WARFARE REQUIREMENTS, VIA EMAIL

P-702

VAN

CEP-204

GRAPHIC SCALES

GENERAL SHEET NOTES

N A

V A

S E

N G

E R

S Y

M S

C O

M M

A N

CM101

LEGEND

ABBREVIATIONS

MATCH LINE SHEET CM102

KEYNOTES

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E. UG. FUEL LINE

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E. OIL

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12" E. FUEL OIL

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12" E. FUEL OIL

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12" E. FUEL OIL

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(APPROX. LOC.)

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WASTE FM.

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D AVENUE

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PARK PLACE

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TAEJ

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EPAJ

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EPAJ

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EPAJ

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EPAJ

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EPAJ

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1. VERIFY ALL MEASUREMENTS, EQUIPMENT AND MATERIALS. VERIFY ALL MEASUREMENTS, EQUIPMENT AND MATERIALS. 2. THE ACTUAL FIELD CONDITIONS AT TIME OF CONSTRUCTION MAY THE ACTUAL FIELD CONDITIONS AT TIME OF CONSTRUCTION MAY VARY FROM THAT PRESENTED ON THESE CONSTRUCTION PLANS. CONFIRM THE LOCATION OF ALL ITEMS PRIOR TO THE START OF CONSTRUCTION. 3. REFER TO ARCHITECTURAL DRAWINGS FOR CONFIGURATION OF REFER TO ARCHITECTURAL DRAWINGS FOR CONFIGURATION OF SCREEN FENCE. 4. REFER TO ELECTRICAL DRAWINGS FOR EQUIPMENT AND REFER TO ELECTRICAL DRAWINGS FOR EQUIPMENT AND APPURTENANCES TO COORDINATE LOCATIONS AND SIZES OF OPENINGS IN CONCRETE PAD AND SPECIFIC EQUIPMENT REQUIREMENTS. REFER TO ELECTRICAL DRAWINGS FOR CONNECTIVITY BETWEEN HANGARS. 5. FOR SIMPLICITY, ONLY UTILITY STRUCTURES WHICH PROTRUDE FOR SIMPLICITY, ONLY UTILITY STRUCTURES WHICH PROTRUDE INTO NEW CONCRETE PAVEMENT ARE SHOWN. 6. REFER TO MECHANICAL DRAWINGS FOR LOCATION OF OPENINGS REFER TO MECHANICAL DRAWINGS FOR LOCATION OF OPENINGS IN CONCRETE PADS AND SPECIFIC EQUIPMENT REQUIREMENTS. 7. REFER TO SHEET C-002 FOR STAGING PLAN AND LOCATION FOR REFER TO SHEET C-002 FOR STAGING PLAN AND LOCATION FOR TEMPORARY CONSTRUCTION FENCE, DUAL SWING GATE AND TEMPORARY SECURITY FENCE AND TEMPORARY BARRIERS.

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REPLACED PVT SEALANT WITH HD PAVEMENT

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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 SYSTEMS COMMAND

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DES

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DRW

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SYM

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DESCRIPTION

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DATE

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APPR

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DRAWFORM REVISION: 25 AUGUST 2020

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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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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 DC CORE

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NAVSTA NORFOLK, VIRGINIA

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NAVAL STATION NORFOLK

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NORFOLK, VIRGINIA

AutoCAD SHX Text 09/08/2022

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WMS/GKC

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EJA

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DSN

AutoCAD SHX Text 1704807

AutoCAD SHX Text N4008522R2577

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SITE PAVING AND MARKING

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SPR

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RCM

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AS SHOWN

AutoCAD SHX Text 12873717

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DLB

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HEAVY DUTY ASPHALT PAVEMENT, DETAIL A4/CM501

AutoCAD SHX Text CJ CONTRACTION JOINT, D3/CM501 CONTRACTION JOINT, D3/CM501 EJ EXPANSION JOINT, D2/CM501 EXPANSION JOINT, D2/CM501 TEJ THICKENED EDGE JOINT, C5/CM501 THICKENED EDGE JOINT, C5/CM501 TAEJ THICKENED ASPHALT EDGE JOINT, C4/CM501 THICKENED ASPHALT EDGE JOINT, C4/CM501

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CONCRETE PAVEMENT/ CONCRETE PADS, DETAIL A1/CM501 OR B1/CM501

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LANDSCAPE AREAS, SEE LANDSCAPE PLANS

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4" CONCRETE SIDEWALK A2/CM501

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PORTLAND CEMENT CONCRETE, A1/CM501

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1. 15' X 10' CONCRETE PAD FOR CLEANING STATION. 15' X 10' CONCRETE PAD FOR CLEANING STATION. 2. PROVIDE REINFORCED CONCRETE PAVEMENT. DETAIL B1/CM501 PROVIDE REINFORCED CONCRETE PAVEMENT. DETAIL B1/CM501 3. CONC RETAINING WALL, .REFER TO CS201 AND CS202 FOR CONC RETAINING WALL, .REFER TO CS201 AND CS202 FOR DIMENSIONS. 4. END OF CONCRETE RETAINING WALL. END OF CONCRETE RETAINING WALL. 5. PROVIDE FOUR (4) 20'-6" X 6' CONCRETE PADS FOR MECHANICAL PROVIDE FOUR (4) 20'-6" X 6' CONCRETE PADS FOR MECHANICAL EQUIPMENT. REFER TO MECHANICAL FOR DETAILS. 6. PROVIDE 4" WIDE WHITE PAVEMENT MARKING, TYPICAL. DETAIL PROVIDE 4" WIDE WHITE PAVEMENT MARKING, TYPICAL. DETAIL B5/CM502. 7. PROVIDE HANDICAP PARKING MARKING AND PAINTED ISLAND, COLOR PROVIDE HANDICAP PARKING MARKING AND PAINTED ISLAND, COLOR BLUE. A1/CM502 8. PROVIDE PAVEMENT MARKING CROSSHATCH, WHITE. DETAIL PROVIDE PAVEMENT MARKING CROSSHATCH, WHITE. DETAIL D5/CM502 9. PROVIDE 24" PAINTED STOP BAR, DETAIL A3/CM502 PROVIDE 24" PAINTED STOP BAR, DETAIL A3/CM502 10. PROVIDE 6.75' x 5.5' CONCRETE PAD FOR MECHANICAL EQUIPMENT. PROVIDE 6.75' x 5.5' CONCRETE PAD FOR MECHANICAL EQUIPMENT. REFER TO MECHANICAL FOR DETAILS. 11. PROVIDE 3.0' X 1.33' CONCRETE PAD FOR MECHANICAL PROVIDE 3.0' X 1.33' CONCRETE PAD FOR MECHANICAL EQUIPMENT. REFER TO MECHANICAL FOR DETAILS. 12. EXPANSION JOINT. EXPANSION JOINT. 13. PAVEMENT SEALANT.PAVEMENT SEALANT.

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GEOFFREY MOSS, DIRECTOR OF WARFARE REQUIREMENTS, VIA EMAIL

GENERAL NOTES

FULL DEPTH PAVEMENT (FD) NOTES

N A

V A

S E

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E R

S Y

M S

C O

M M

A N

UNREINFORCED PORTLAND CEMENT CONCRETE PAVEMENTA1

THICKENED EDGE EXPANSION JOINT (TEJ)C5

SILICONE SEALANT EXPANSION JOINT (EJ)D2

DOWELED CONSTRUCTION JOINT (DKJ)B3

CONTRACTION JOINT (CJ)D3SILICONE SEALANT SAWED JOINT DETAILD1

CM501

REINFORCED PORTLAND CEMENT CONCRETE PAVEMENTB1

TYPICAL EXTERIOR EQUIPMENT PAD (END VIEW)C1

HEAVY DUTY ASPHALT PAVEMENTA4

CONCRETE PAD SUMMARY CHARTC3

CONCRETE SIDEWALKA2

EXISTING TO PROPOSED ASPHALT JOINT (EPAJ)C4

THICKENED EDGEB2

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AS REQUIRED TO ISOLATE SLABS

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EXTEND PREFORMED JOINT FILLER

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3" OVER 5'

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FROM JOINT

AutoCAD SHX Text PROVIDE THICKENED EDGE AT STRUCTURE AND AS NEEDED TO MEET ADJACENT EXISTING PAVEMENT THICKNESS

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1. PROVIDE FULL DEPTH PAVEMENT FOR ALL CONCRETE PAVEMENT PROVIDE FULL DEPTH PAVEMENT FOR ALL CONCRETE PAVEMENT REMOVED IN THE COURSE OF SITE WORK. 2. JOINT SEALANT TYPE MUST BE SILICONE CONFORMING TO ASTM JOINT SEALANT TYPE MUST BE SILICONE CONFORMING TO ASTM C-5893 (SELF LEVELING). 3. STONE BASE NOT SHOWN IN JOINT DETAILS FOR CLARITY. STONE BASE NOT SHOWN IN JOINT DETAILS FOR CLARITY. 4. PROVIDE UN-REINFORCED CONCRETE PAVEMENT TO REPLACE PROVIDE UN-REINFORCED CONCRETE PAVEMENT TO REPLACE DEMOLISHED CONCRETE PAVEMENT EXCEPT AS NOTED IN PAVING PLAN. 5. AT POINTS OF CONNECTION WITH EXISTING CONCRETE PAVEMENT, AT POINTS OF CONNECTION WITH EXISTING CONCRETE PAVEMENT, IN MIDDLE OF EXPOSED SLAB, DRILL INTO EXISTING CONCRETE TO PROVIDE DOWELED CONNECTION.

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1. DOWELS MUST BE NO CLOSER THAN 16 INCHES TO INTERSECTING DOWELS MUST BE NO CLOSER THAN 16 INCHES TO INTERSECTING JOINTS. 2. REMOVE EXISTING PORTLAND CEMENT CONCRETE AND PROVIDE REMOVE EXISTING PORTLAND CEMENT CONCRETE AND PROVIDE NEW PORTLAND CEMENT CONCRETE. DO NOT UNDERMINE PAVEMENT TO REMAIN. 3. RE-ESTABLISH EXISTING JOINTS UNLESS NOTED OTHERWISE IN RE-ESTABLISH EXISTING JOINTS UNLESS NOTED OTHERWISE IN PLAN. PROVIDE DKJ ON ALL SIDES OF NEW CONCRETE PAVEMENT, EXCEPT RE-ESTABLISH EXISTING EXPANSION JOINTS AND PROVIDE CONTRACTION JOINTS (CJ) OR DOWELED CONSTRUCTION JOINTS (DKJ) TO RE-ESTABLISH EXISTING JOINTS WITHIN THE LIMITS OF THE PAVEMENT WORK. 4. PROVIDE BASE COURSE. COMPACT SUBGRADE AND BASE MATERIAL PROVIDE BASE COURSE. COMPACT SUBGRADE AND BASE MATERIAL PRIOR TO CONCRETE PLACEMENT. 5. PROVIDE 6X6-W4XW4 WWF AT ALL ODD-SHAPED SLABS AND AT PROVIDE 6X6-W4XW4 WWF AT ALL ODD-SHAPED SLABS AND AT ALL SLABS CONTAINING PENETRATIONS SUCH AS MANHOLES, CATCH BASINS, VALVE BOXES, UTILITY PADS WHETHER INDICATED OR NOT. 6. FILL OPEN SAW CUTS INTO ADJACENT SLABS WITH A SAND AND FILL OPEN SAW CUTS INTO ADJACENT SLABS WITH A SAND AND EPOXY RESIN BINDER MIXTURE. 7. EXISTING CONCRETE PAVEMENT IS UNREINFORCED CONCRETE EXISTING CONCRETE PAVEMENT IS UNREINFORCED CONCRETE PAVEMENT. HOWEVER, REINFORCEMENT MAY BE ENCOUNTERED DURING DEMOLITION OF EXISTING PAVEMENT IN SELECT AREAS.

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BOND BREAKER (ASPHALT EMULSION)

AutoCAD SHX Text NOTE: AT EXISTING PCC, DRILL AND GROUT DOWEL AT MID-DEPTH OF EXISTING AT EXISTING PCC, DRILL AND GROUT DOWEL AT MID-DEPTH OF EXISTING PCC. AT NEW PCC, PLACE DOWEL AT MID-DEPTH OF NEW PCC.

AutoCAD SHX Text PROVIDE 3/4" SMOOTH DOWEL 18" LONG (CENTERED ON JOINT) @ 48" ON CENTER; PAINT AND LIGHTLY OIL ONE END OF DOWEL

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BREAK WWF 6" BEFORE JOINT [IF PRESENT]

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EXIST. PCC

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NEW PCC

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BREAK WWF 6" BEFORE JOINT [FOR REINFORCED PAVEMENT]

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BACKER ROD 1/8" WIDER THAN JOINT

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NEW OR EXIST PCC

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NEW OR EXIST PCC

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BACKER ROD 1/8" WIDER THAN JOINT

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SILICONE JOINT SEALANT

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12" BACKER ROD

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FIRST SAWCUT (AT CONTRACTION JOINT ONLY)

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REFER TO SAWED JOINT DETAIL, THIS SHEET

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REFER TO EXPANSION JOINT DETAIL (EJ), THIS SHEET

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REVISED PAD DIMENSIONS

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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 SYSTEMS COMMAND

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DES

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DRW

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SYM

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DESCRIPTION

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DATE

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APPR

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DRAWFORM REVISION: 25 AUGUST 2020

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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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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 DC CORE

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NAVSTA NORFOLK, VIRGINIA

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NAVAL STATION NORFOLK

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NORFOLK, VIRGINIA

AutoCAD SHX Text 09/08/2022

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WMS/GKC

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EJA

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DSN

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AutoCAD SHX Text N4008522R2577

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NTS

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PORTLAND CEMENT CONCRETE FLEXURAL STRENGTH 650 PSI 8" THICK (TYP.)

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COMPACTED SATISFACTORY FILL / APPROVED EXISTING SUBGRADE SHAPED AND COMPACTED

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NTS

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NTS

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NTS

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CS102

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NTS

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CS102

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NTS

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PAVEMENT SECTIONS AND DETAILS

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SPR

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RCM

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AS SHOWN

AutoCAD SHX Text 12873719

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DLB

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NTS

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PORTLAND CEMENT CONCRETE FLEXURAL STRENGTH 650 PSI 8" THICK (TYP.)

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COMPACTED SATISFACTORY FILL / APPROVED EXISTING SUBGRADE SHAPED AND COMPACTED

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SUBBASE VDOT NO. 21A 6" THICK 95% COMPACTION

AutoCAD SHX Text PROVIDE WELDED WIRE FABRIC WWF 6x6 W4.0/W4.0

AutoCAD SHX Text NAME LENGTH WIDTH THICKNESS T (IN.) TURN DOWN WIDTH W (IN.) HEIGHT (H) (IN.) LENGTH WIDTH THICKNESS T (IN.) TURN DOWN WIDTH W (IN.) HEIGHT (H) (IN.) WIDTH THICKNESS T (IN.) TURN DOWN WIDTH W (IN.) HEIGHT (H) (IN.) THICKNESS T (IN.) TURN DOWN WIDTH W (IN.) HEIGHT (H) (IN.) THICKNESS T (IN.) TURN DOWN WIDTH W (IN.) HEIGHT (H) (IN.) TURN DOWN WIDTH W (IN.) HEIGHT (H) (IN.) HEIGHT (H) (IN.) TRANSFORMER PAD 6'-9" 5'-3" 8 0 6 6'-9" 5'-3" 8 0 6 5'-3" 8 0 6 8 0 6 0 6 6 TRANSFORMER PAD 6'-9" 4'-6" 8 0 6 6'-9" 4'-6" 8 0 6 4'-6" 8 0 6 8 0 6 0 6 6 DOAS PADS 20'-6" 6'-0" 8 12 6 MIN. 20'-6" 6'-0" 8 12 6 MIN. 6'-0" 8 12 6 MIN. 8 12 6 MIN. 12 6 MIN. 6 MIN. MECH. EQUIP. PAD 10'-6" 8'-6" 8 6 6 MIN. 10'-6" 8'-6" 8 6 6 MIN. 8'-6" 8 6 6 MIN. 8 6 6 MIN. 6 6 MIN. 6 MIN. HVAC EQUIP. PAD 4'-0" 2'-3" 4 0 4 MIN. 4'-0" 2'-3" 4 0 4 MIN. 2'-3" 4 0 4 MIN. 4 0 4 MIN. 0 4 MIN. 4 MIN. BLDG. ENTER/EXIT PAD 97'-3" 40'-0" 8 12 6* 97'-3" 40'-0" 8 12 6* 40'-0" 8 12 6* 8 12 6* 12 6* 6* * VARIES PER GRADING PLAN AND PAVEMENT SLOPE VARIES PER GRADING PLAN AND PAVEMENT SLOPE TRANSFORMER AND MECHANICAL EQUIPMENT PADS MUST BE LEVEL UNLESS OTHERWISE INDICATED BY THE DISCIPLINE DETAILS. SURROUNDING CONCRETE PAVEMENT SLOPES PER GRADING PLAN.

AutoCAD SHX Text #4's @ 12" EW

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6" THICK LAYER 95% COMPACTION AGGREGATE BASE COURSE

AutoCAD SHX Text PORTLAND CEMENT CONCRETE fc' = 4,000 PSI

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NTS

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NTS

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MINIMUM 2 INCH VDOT SM-12.5A SURFACE COURSE

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COMPACTED STRUCTURAL FILL OR STABLE NATURAL SUBGRADE

AutoCAD SHX Text MINIMUM 6 INCH VDOT TYPE 1, 21A OR 21B AGGREGATE BASE COURSE. BASE THICKNESS IS COMPRISED OF EXISTING STONE BASE AND PROPOSED STONE.

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MINIMUM 2 INCH VDOT…

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File details come from the government source that posted it. Updated Jun 20, 2023.