Civil1 dwg 4of8.pdf
PDF 22 MB Posted
- Attached to
- P170 Ordnance Facilities Recap, Phase 2, Naval Weapons Station Yorktown, Yorktown, Virginia
- Solicitation number
- N4008523R2529
About this file
This document provides details on a federal solicitation and related engineering drawings. The solicitation number is N4008523R2529 for the P170 Ordnance Facilities Recap, Phase 2 project at the Naval Weapons Station Yorktown in Virginia. The Department of the Navy Naval Facilities Engineering Command is the issuing agency. The solicitation and its attachments describe requirements for recapitalizing ordnance facilities at the Naval Weapons Station, though no specific products or services are outlined. Accompanying the solicitation description is a civil engineering drawing file for the project.
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DEMOLITION NOTES
DEMOLITION HAZARDOUS MATERIALS NOTES
ENVIRONMENTAL RESTRICTION NOTES
TREE CLEARING NOTES
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PIPE END 18" CONC INV=83.28
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PIPE END 18" CONC INV=81.91
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CONSTRUCTION
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TOE OF SLOPE
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TOE OF SLOPE
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TOP OF BANK
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TOP OF BANK
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WOODED
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DRY DETENTION BASIN #1
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1. REFER TO SHEET V-001 FOR SURVEY CONTROL AND SURVEY REFER TO SHEET V-001 FOR SURVEY CONTROL AND SURVEY NOTES. 2. SEE SHEET CS100 FOR ROAD CENTERLINE LAYOUT PLAN. SEE SHEET CS100 FOR ROAD CENTERLINE LAYOUT PLAN. 3. REFER TO GRADING PLANS FOR STORM STRUCTURES AND REFER TO GRADING PLANS FOR STORM STRUCTURES AND APPURTENANCES. 4. REFER TO CS401 FOR RAILROAD CROSSING. REFER TO CS401 FOR RAILROAD CROSSING. 5. REPLACE ALL EXISTING PAVEMENT MARKINGS REMOVED OR REPLACE ALL EXISTING PAVEMENT MARKINGS REMOVED OR DAMAGED DURING CONSTRUCTION WITH IN KIND MARKINGS TO MATCH EXISTING.
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1. 24' WIDE HEAVY DUTY ASPHALT PAVEMENT, SEE SHEET CS301 24' WIDE HEAVY DUTY ASPHALT PAVEMENT, SEE SHEET CS301 2. R1-1 STOP SIGN, SEE C2/CS504 WITH TWO D3-1 STREET R1-1 STOP SIGN, SEE C2/CS504 WITH TWO D3-1 STREET NAME SIGNS, BROWN BACKGROUND, SEE C3/CS504, VERIFY STREET NAMES WITH CONTRACTING OFFICER PRIOR TO INSTALLATION 3. STOP BAR, SEE C5/CS504 STOP BAR, SEE C5/CS504 4. SAWCUT AND ASPHALT PATCH, SEE A1/CS503 SAWCUT AND ASPHALT PATCH, SEE A1/CS503 5. VDOT STD GR-MGS1 GUARDRAIL, SEE SHEET CS502 VDOT STD GR-MGS1 GUARDRAIL, SEE SHEET CS502 6. VDOT STD GR-MGS2 TANGENT END TERMINAL HEAD, SEE SHEET VDOT STD GR-MGS2 TANGENT END TERMINAL HEAD, SEE SHEET CS503 7. TIE NEW ROAD PAVEMENT INTO EXISTING PAVEMENT OF TURKEY TIE NEW ROAD PAVEMENT INTO EXISTING PAVEMENT OF TURKEY ROAD BY REMOVING 2.0' OF THE EXISTING PAVEMENT SECTION ALONG AND ADJACENT TO THE NEW ROAD PAVEMENT TIE-IN, REPLACE WITH NEW PAVEMENT SECTION, SEE B1/CS302 8. MILL AND OVERLAY ASPHALT PAVEMENT, SEE B1/CS503 MILL AND OVERLAY ASPHALT PAVEMENT, SEE B1/CS503 9. R2-1 SPEED LIMIT SIGN "25 MPH" SIGN AND POST, SEE R2-1 SPEED LIMIT SIGN "25 MPH" SIGN AND POST, SEE A4/CS503 AND A1/CS504 10. SPEED REDUCTION SIGN "15 MPH" SEE C1/CS504SPEED REDUCTION SIGN "15 MPH" SEE C1/CS504
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DEPARTMENT OF THE NAVY
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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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OF
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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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ROAD LAYOUT AND PAVING PLAN - STA. 10+00 TO STA. 20+00
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SMT
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AS SHOWN
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DLB
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MIDLANT DC CORE
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NAVAL STATION NORFOLK, VIRGINIA
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NAVAL WEAPONS STATION
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YORKTOWN, VIRGINIA
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APPROVED BY C. SCOTT JENKINS
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SUPERVISORY GENERAL ENGINEER
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WITH NMCLANT, VIA EMAIL
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CONSTRUCTION
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MAGAZINE 1
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MAGAZINE 2
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RAMP 2
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ASPHALT
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CONC
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APPROXIMATE EDGE OF PAVEMENT (DASHED)
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MAGAZINE 115
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WOODED
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ASPHALT
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CLEARING
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CLEARING
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BELLS MILL RUN
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EDGE OF PAVEMENT
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CS303
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DRY DETENTION BASIN #2
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MIDLANT DC CORE
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NAVAL STATION NORFOLK, VIRGINIA
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NAVAL WEAPONS STATION
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YORKTOWN, VIRGINIA
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APPROVED BY C. SCOTT JENKINS
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SUPERVISORY GENERAL ENGINEER
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WITH NMCLANT, VIA EMAIL
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MMP/SLC
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DEPARTMENT OF THE NAVY
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DESCRIPTION
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CHK
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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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OF
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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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ROAD LAYOUT AND PAVING PLAN - STA. 20+00 TO STA. 27+50
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DLB
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1. 24' WIDE HEAVY DUTY ASPHALT PAVEMENT, SEE SHEET CS301 24' WIDE HEAVY DUTY ASPHALT PAVEMENT, SEE SHEET CS301 2. HEAVY DUTY CONCRETE PAVEMENT, SEE SHEET CS301 HEAVY DUTY CONCRETE PAVEMENT, SEE SHEET CS301 3. MAGAZINE HEADWALL, SEE SHEET S-301. MAGAZINE HEADWALL, SEE SHEET S-301. 4. FORK LIFT RAMP, SEE SHEET S-604 FORK LIFT RAMP, SEE SHEET S-604 5. VALLEY GUTTER IN CONCRETE APRON, SEE A2/CS302 VALLEY GUTTER IN CONCRETE APRON, SEE A2/CS302 6. VDOT STD CG-7 4" CURB AND GUTTER BETWEEN APRONS VDOT STD CG-7 4" CURB AND GUTTER BETWEEN APRONS 7. TIMBER ACCESS ROAD & MAINTENANCE PATH CONNECTOR, 12.0' TIMBER ACCESS ROAD & MAINTENANCE PATH CONNECTOR, 12.0' WIDE CONSISTING OF GRAVEL 8. R2-1 SPEED LIMIT SIGN "15 MPH" AND POST, SEE A4/CS503 R2-1 SPEED LIMIT SIGN "15 MPH" AND POST, SEE A4/CS503 AND A1/CS504
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1. REFER TO SHEET V-001 FOR SURVEY CONTROL AND SURVEY REFER TO SHEET V-001 FOR SURVEY CONTROL AND SURVEY NOTES. 2. SEE SHEET CS100 FOR ROAD CENTERLINE LAYOUT PLAN. SEE SHEET CS100 FOR ROAD CENTERLINE LAYOUT PLAN. 3. REFER TO GRADING PLANS FOR STORM STRUCTURES AND REFER TO GRADING PLANS FOR STORM STRUCTURES AND APPURTENANCES. 4. DIMENSIONS ARE TO FACE OF EXTERIOR WALL OR OR TO EDGE DIMENSIONS ARE TO FACE OF EXTERIOR WALL OR OR TO EDGE OF PAVEMENT.
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CONSTRUCTION
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MAGAZINE 3
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MAGAZINE 5
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RAMP 1
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CLEARING
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BELLS MILL RUN
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BELLS MILL RUN
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EDGE OF PAVEMENT
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CS303
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DRY DETENTION BASIN #3
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DRY DETENTION BASIN #2
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DEPARTMENT OF THE NAVY
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CHK
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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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OF
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PM/DM
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BRANCH MANAGER
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CHIEF ENG/ARCH
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DLB
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MIDLANT DC CORE
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NAVAL STATION NORFOLK, VIRGINIA
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YORKTOWN, VIRGINIA
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APPROVED BY C. SCOTT JENKINS
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SUPERVISORY GENERAL ENGINEER
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WITH NMCLANT, VIA EMAIL
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EJA
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1. HEAVY DUTY ASPHALT PAVEMENT, SEE SHEET CS301 HEAVY DUTY ASPHALT PAVEMENT, SEE SHEET CS301 2. HEAVY DUTY CONCRETE PAVEMENT, SEE SHEET CS301 HEAVY DUTY CONCRETE PAVEMENT, SEE SHEET CS301 3. MAGAZINE HEADWALL, SEE SHEET S-301 MAGAZINE HEADWALL, SEE SHEET S-301 4. FORK LIFT RAMP, SEE SHEET S-604 FORK LIFT RAMP, SEE SHEET S-604 5. VALLEY GUTTER IN CONCRETE APRON, SEE A2/CS302 VALLEY GUTTER IN CONCRETE APRON, SEE A2/CS302 6. VDOT STD CG-7 4" CURB AND GUTTER BETWEEN APRONS, SEE VDOT STD CG-7 4" CURB AND GUTTER BETWEEN APRONS, SEE C1/CS503 7. TYPE 3 BARRICADE, SEE C3/CS503 TYPE 3 BARRICADE, SEE C3/CS503 8. CONCRETE FLUME, SEE C1/CG504 CONCRETE FLUME, SEE C1/CG504 9. CURB SLOT, SEE B3/CS503CURB SLOT, SEE B3/CS503
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1. REFER TO SHEET V-001 FOR SURVEY CONTROL AND SURVEY REFER TO SHEET V-001 FOR SURVEY CONTROL AND SURVEY NOTES. 2. SEE SHEET CS100 FOR ROAD CENTERLINE LAYOUT PLAN. SEE SHEET CS100 FOR ROAD CENTERLINE LAYOUT PLAN. 3. REFER TO GRADING PLANS FOR STORM STRUCTURES AND REFER TO GRADING PLANS FOR STORM STRUCTURES AND APPURTENANCES. 4. DIMENSIONS ARE TO FACE OF EXTERIOR WALL OR OR TO EDGE DIMENSIONS ARE TO FACE OF EXTERIOR WALL OR OR TO EDGE OF PAVEMENT.
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CONSTRUCTION
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MAGAZINE 3
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MAGAZINE 5
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WOODED
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CLEARING
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BELLS MILL RUN
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BELLS MILL RUN
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BELLS MILL RUN
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CS303
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DRY DETENTION BASIN #3
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DRY DETENTION BASIN #2
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(BID OPTION)
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(BID OPTION)
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DEPARTMENT OF THE NAVY
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SMT
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SLC
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AS SHOWN
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DLB
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MIDLANT DC CORE
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NAVAL STATION NORFOLK, VIRGINIA
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NAVAL WEAPONS STATION
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YORKTOWN, VIRGINIA
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APPROVED BY C. SCOTT JENKINS
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SUPERVISORY GENERAL ENGINEER
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WITH NMCLANT, VIA EMAIL
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EJA
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1. HEAVY DUTY ASPHALT PAVEMENT, SEE SHEET CS301 HEAVY DUTY ASPHALT PAVEMENT, SEE SHEET CS301 2. HEAVY DUTY CONCRETE PAVEMENT, SEE SHEET CS301 HEAVY DUTY CONCRETE PAVEMENT, SEE SHEET CS301 3. MAGAZINE HEADWALL, SEE SHEET S-301 MAGAZINE HEADWALL, SEE SHEET S-301 4. NOT USED NOT USED 5. VDOT STD CG-7 4" CURB AND GUTTER ACROSS MAGAZINE BID VDOT STD CG-7 4" CURB AND GUTTER ACROSS MAGAZINE BID OPTIONS - SEE C1/CS503 6. VDOT STD CG-7 4" CURB AND GUTTER BETWEEN APRONS, SEE VDOT STD CG-7 4" CURB AND GUTTER BETWEEN APRONS, SEE C1/CS503 7. TYPE 3 BARRICADE, SEE C3/CS503 TYPE 3 BARRICADE, SEE C3/CS503 8. CONCRETE FLUME, SEE C1/CG504 CONCRETE FLUME, SEE C1/CG504 9. CURB SLOT, SEE B3/CS503CURB SLOT, SEE B3/CS503
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1. REFER TO SHEET V-001 FOR SURVEY CONTROL AND SURVEY REFER TO SHEET V-001 FOR SURVEY CONTROL AND SURVEY NOTES. 2. SEE SHEET CS100 FOR ROAD CENTERLINE LAYOUT PLAN. SEE SHEET CS100 FOR ROAD CENTERLINE LAYOUT PLAN. 3. REFER TO GRADING PLANS FOR STORM STRUCTURES AND REFER TO GRADING PLANS FOR STORM STRUCTURES AND APPURTENANCES. 4. DIMENSIONS ARE TO FACE OF EXTERIOR WALL OR OR TO EDGE DIMENSIONS ARE TO FACE OF EXTERIOR WALL OR OR TO EDGE OF PAVEMENT. 5. SEE SHEET CS103 FOR MAGAZINE BID OPTIONS.SEE SHEET CS103 FOR MAGAZINE BID OPTIONS..
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ROAD LAYOUT AND PAVING PLAN - STA. 10+3 TO STA. 18+22
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WJW
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SLC
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AS SHOWN
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DLB
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MIDLANT DC CORE
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NAVAL STATION NORFOLK, VIRGINIA
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YORKTOWN, VIRGINIA
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APPROVED BY C. SCOTT JENKINS
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SUPERVISORY GENERAL ENGINEER
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WITH NMCLANT, VIA EMAIL
AutoCAD SHX Text 02/03/2023
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MMP/SLC
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EJA
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DSN
AutoCAD SHX Text 1614715
AutoCAD SHX Text N/A
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1. TIMBER ACCESS & MAINTENANCE PATH CONNECTOR, 12.0' WIDE TIMBER ACCESS & MAINTENANCE PATH CONNECTOR, 12.0' WIDE CONSISTING OF GRAVEL 2. TIMBER ACCESS & MAINTENANCE PATH, 10.0' WIDE CONSISTING TIMBER ACCESS & MAINTENANCE PATH, 10.0' WIDE CONSISTING OF GRASS, SEE SHEET CG104 3. MAINTENANCE ACCESS BENCH WITH A MAXIMUM SLOPE OF 5%, MAINTENANCE ACCESS BENCH WITH A MAXIMUM SLOPE OF 5%, 10.0' WIDE CONSISTING OF GRASS, SEE SHEET CG104
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1. REFER TO SHEET V-001 FOR SURVEY CONTROL AND SURVEY REFER TO SHEET V-001 FOR SURVEY CONTROL AND SURVEY NOTES. 2. REFER TO GRADING PLANS FOR STORM STRUCTURES AND REFER TO GRADING PLANS FOR STORM STRUCTURES AND APPURTENANCES.
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MATCHLINE, SEE SHEET CS103
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WOODED
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WOODED
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CLEARING
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CLEARING
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CLEARING
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CS303
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DRY DETENTION FACILITY, BASIN #4
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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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OF
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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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AutoCAD SHX Text 0'
AutoCAD SHX Text 1"=40'
AutoCAD SHX Text 40'
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ROAD LAYOUT AND PAVING PLAN - STA 18+22 TO STA 26+50
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WJW
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SMT
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SLC
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AS SHOWN
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DLB
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MIDLANT DC CORE
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NAVAL STATION NORFOLK, VIRGINIA
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NAVAL WEAPONS STATION
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YORKTOWN, VIRGINIA
AutoCAD SHX Text
APPROVED BY C. SCOTT JENKINS
AutoCAD SHX Text
SUPERVISORY GENERAL ENGINEER
AutoCAD SHX Text
WITH NMCLANT, VIA EMAIL
AutoCAD SHX Text 02/03/2023
AutoCAD SHX Text
MMP/SLC
AutoCAD SHX Text
EJA
AutoCAD SHX Text
DSN
AutoCAD SHX Text 1614715
AutoCAD SHX Text N/A
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1. TIMBER ACCESS & MAINTENANCE PATH, 10.0' WIDE CONSISTING TIMBER ACCESS & MAINTENANCE PATH, 10.0' WIDE CONSISTING OF GRASS, SEE SHEET CG105 2. MAINTENANCE ACCESS BENCH WITH A MAXIMUM SLOPE OF 5%, MAINTENANCE ACCESS BENCH WITH A MAXIMUM SLOPE OF 5%, 10.0' WIDE CONSISTING OF GRASS, SEE SHEET CG105
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1. REFER TO SHEET V-001 FOR SURVEY CONTROL AND SURVEY REFER TO SHEET V-001 FOR SURVEY CONTROL AND SURVEY NOTES. 2. REFER TO GRADING PLANS FOR STORM STRUCTURES AND REFER TO GRADING PLANS FOR STORM STRUCTURES AND APPURTENANCES.
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EXISTING GROUND
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NEW GRADE ALONG CONSTRUCTION
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INTERSECTION WITH TURKEY ROAD
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BEGIN ROAD
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EXISTING GROUND
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NEW GRADE ALONG CONSTRUCTION
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STREAM CROSSING, SEE SHEET CG401
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DEPARTMENT OF THE NAVY
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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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OF
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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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AutoCAD SHX Text 1"=40'
AutoCAD SHX Text 40'
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ROAD PROFILES
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WJW
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SMT
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SLC
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AS SHOWN
AutoCAD SHX Text 12879360
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DLB
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MIDLANT DC CORE
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NAVAL STATION NORFOLK, VIRGINIA
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NAVAL WEAPONS STATION
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YORKTOWN, VIRGINIA
AutoCAD SHX Text
APPROVED BY C. SCOTT JENKINS
AutoCAD SHX Text
SUPERVISORY GENERAL ENGINEER
AutoCAD SHX Text
WITH NMCLANT, VIA EMAIL
AutoCAD SHX Text 02/03/2023
AutoCAD SHX Text
MMP/SLC
AutoCAD SHX Text
EJA
AutoCAD SHX Text
DSN
AutoCAD SHX Text 1614715
AutoCAD SHX Text N/A
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SCALE:
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1" = 4' VERTICAL
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1" = 40' HORIZONTAL
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SCALE:
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1" = 4' VERTICAL
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1" = 40' HORIZONTAL
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4'
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NEW GRADE ALONG CONSTRUCTION
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EXISTING GROUND
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NEW GRADE ALONG CONSTRUCTION
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DEPARTMENT OF THE NAVY
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DRW
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SYM
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DESCRIPTION
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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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OF
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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
AutoCAD SHX Text 80'
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AutoCAD SHX Text 1"=40'
AutoCAD SHX Text 40'
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ROAD PROFILES
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WJW
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SMT
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SLC
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AS SHOWN
AutoCAD SHX Text 12879361
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DLB
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MIDLANT DC CORE
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NAVAL STATION NORFOLK, VIRGINIA
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NAVAL WEAPONS STATION
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YORKTOWN, VIRGINIA
AutoCAD SHX Text
APPROVED BY C. SCOTT JENKINS
AutoCAD SHX Text
SUPERVISORY GENERAL ENGINEER
AutoCAD SHX Text
WITH NMCLANT, VIA EMAIL
AutoCAD SHX Text 02/03/2023
AutoCAD SHX Text
MMP/SLC
AutoCAD SHX Text
EJA
AutoCAD SHX Text
DSN
AutoCAD SHX Text 1614715
AutoCAD SHX Text N/A
AutoCAD SHX Text
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
1" = 4' VERTICAL
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1" = 40' HORIZONTAL
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SCALE:
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1" = 4' VERTICAL
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1" = 40' HORIZONTAL
AutoCAD SHX Text 8'
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4'
TYPICAL SECTION AT MAGAZINE & APRON - WITH VALLEY GUTTER 6' FROM EDGE OF PAVEMENTA1
TYPICAL ROADWAY SECTION (EXCEPT AS OTHERWISE INDICATED)B1
TYPICAL ROADWAY SECTION IN FILLS EXCEEDING 5 '- STA 17+25.00 TO 20+40.00 ROAD AC1
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TYPICAL ROADWAY SECTION - STA 11+06.50 TO 12+43.50 ROAD AD1
STA. 26+92.26 TO STA. 28+14.09 ROAD A
STA. 29+89.09 TO STA. 31+20.92 ROAD A
TYPICAL ROADWAY SECTION STA 10+00 TO 22+20.42 ROAD A A4 (EXCEPT AS OTHERWISE INDICATED)
TYPICAL ROADWAY SECTION (EXCEPT AS OTHERWISE INDICATED)B4
AutoCAD SHX Text 83' FROM FRONT EDGE OF BUILDING FOUNDATION TO CENTER OF VALLEY GUTTER @ 1.0% MINIMUM SLOPE TO 5.0% MAXIMUM SLOPE
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2.5:1 SLOPE
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TIE TO EXISTING GROUND
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AutoCAD SHX Text LOAD TRANSFER PLATFORM (REFER TO GROUND IMPROVEMENT PLANS AND DETAILS - B201 THROUGH B501)
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MAGAZINE EMBANKMENT FILL
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MAGAZINE FINISHED FLOOR ELEVATION = SEE PLAN
AutoCAD SHX Text 7 1/2" PORTLAND CEMENT CONCRETE PAVEMENT - 650 psi FLEXURAL STRENGTH
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1% MIN./5% MAX. (SEE PLAN)
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12" IMPORTED SELECT MATERIAL SUBBASE COURSE
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8" AGGREGATE BASE COURSE (VDOT 21A)
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CENTERLINE OF VALLEY GUTTER
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EDGE OF ROADWAY PAVEMENT
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CONCRETE PARAPET/PILASTER
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2' CONCRETE PAVEMENT TO VALLEY GUTTER @ 8.33% SLOPE
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AASHTO M288 CLASS 1 WOVEN GEOTEXTILE
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WRAP LOAD TRANSFER PLATFORM IN AASHTO M288 CLASS 1 NON-WOVEN GEOTEXTILE
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VARIABLE DEPTH AGGREGATE BASE COURSE (VDOT 21A)
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TYPE 'D' EARTH COVERED MAGAZINE
AutoCAD SHX Text DIRECT-BURIED TELECOMMUNICATIONS (SEE SHEETS ES103-ES106 FOR LOCATIONS) CABLES (SEE SHEET ES105, 28" COVER)
AutoCAD SHX Text ELECTRICAL DUCTBANK (SEE SHEETS ES103-ES106 FOR LOCATIONS) (SEE SHEET ES106, 28" COVER)
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DIRECT-BURIED TELECOMMUNICATIONS CABLES (SEE ES-DRAWINGS, 24" MIN COVER)
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DIRECT-BURIED ELECTRICAL RACEWAYS (SEE ES-DRAWINGS, 28" COVER)
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CENTERLINE
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4' GRASS SHOULDER
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TIE TO EXISTING GROUND
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5% SLOPE
AutoCAD SHX Text ¼":1'
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FILL SECTION
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CUT SECTION
AutoCAD SHX Text ¼":1'
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INV=SEE PLAN
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SOD/TURF SURFACE
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COMPACTED SUBGRADE OR IMPORTED BACKFILL AND FILL MATERIAL
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CG-7 CURB AND GUTTER
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8" AGGREGATE BASE COURSE (VDOT 21A)
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2" BITUMINOUS CONCRETE SURFACE COURSE (SM-12.5A)
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3" BITUMINOUS CONCRETE INTERMEDIATE COURSE (IM-19.0A)
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MINIMUM 12" IMPORTED SELECT MATERIAL SUBBASE COURSE, 1% BOTTOM SLOPE
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GEOGRID OVER AASHTO M288 CLASS 1 WOVEN GEOTEXTILE
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1% SLOPE
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VDOT UD-4 EDGEDRAIN
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WIDTH = SEE PLANS*
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*NOTE: 1. WIDTH = 0' UNLESS OTHERWISE NOTEDWIDTH = 0' UNLESS OTHERWISE NOTED
AutoCAD SHX Text 2:1
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COMMON FILL
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IMPORTED BACKFILL AND FILL MATERIAL
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CENTERLINE
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8' GRASS SHOULDER (SEE NOTE 1)
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5% SLOPE
AutoCAD SHX Text ¼":1'
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5% SLOPE
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TIE TO EXISTING GROUND
AutoCAD SHX Text ¼":1'
8" AGGREGATE BASE COURSE (VDOT 21A)
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2" BITUMINOUS CONCRETE SURFACE COURSE (SM-12.5A)
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3" BITUMINOUS CONCRETE INTERMEDIATE COURSE (IM-19.0A)
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MINIMUM 12" IMPORTED SELECT MATERIAL SUBBASE COURSE, 1% BOTTOM SLOPE
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IMPORTED BACKFILL AND FILL MATERIAL
AutoCAD SHX Text 3:1
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SOD/TURF SURFACE
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GUARDRAIL
AutoCAD SHX Text NOTES: 1. SEE ROAD PLANS FOR LOCATIONS OF WIDER SHOULDERS. 2. SHIFT SHOULDER WIDTH FROM 4' TO 8' WITHIN A 50' TRANSITION LENGTH SHIFT SHOULDER WIDTH FROM 4' TO 8' WITHIN A 50' TRANSITION LENGTH FROM THE ENDS OF THE GUARDRAIL.
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GEOGRID OVER AASHTO M288 CLASS 1 WOVEN GEOTEXTILE
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8' GRASS SHOULDER (SEE NOTE 1)
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TIE TO EXISTING GROUND
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SOD/TURF SURFACE
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GUARDRAIL
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1% SLOPE
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VDOT UD-4 EDGEDRAIN
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AutoCAD SHX Text 1'
AutoCAD SHX Text SEE SHEET ES102 FOR DUCTBANK AND CONDUIT SIZE AND LOCATIONS (MIN 18" COVER, 28" MIN COVER UNDER PAVEMENTS)
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COMMON FILL
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COMMON FILL
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IMPORTED BACKFILL AND FILL MATERIAL
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IMPORTED BACKFILL AND FILL MATERIAL
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CENTERLINE
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5% SLOPE
AutoCAD SHX Text ¼":1'
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5% SLOPE
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2" BITUMINOUS CONCRETE SURFACE COURSE (SM-12.5A)
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3" BITUMINOUS CONCRETE INTERMEDIATE COURSE (IM-19.0A)
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MINIMUM 12" IMPORTED SELECT MATERIAL SUBBASE COURSE, 1% BOTTOM SLOPE
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COMPACTED SUBGRADE OR IMPORTED BACKFILL AND FILL MATERIAL
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GEOGRID OVER AASHTO M288 CLASS 1 WOVEN GEOTEXTILE
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VDOT UD-4 EDGEDRAIN
AutoCAD SHX Text 4"
AutoCAD SHX Text 1'
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1% SLOPE
AutoCAD SHX Text SEE SHEET ES102 FOR DUCTBANK AND CONDUIT SIZE AND LOCATIONS (MIN 18" COVER, 28" MIN COVER UNDER PAVEMENTS)
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TIE TO EXISTING GROUND
AutoCAD SHX Text 3:1
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SOD/TURF SURFACE
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EDGE DITCH
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4' GRASS SHOULDER
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TIE TO EXISTING GROUND
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SOD/TURF SURFACE
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EDGE DITCH
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4' GRASS SHOULDER
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2.0' MIN
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INV=SEE PLAN
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INV=SEE PLAN
AutoCAD SHX Text 2:1
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COMMON FILL
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COMMON FILL
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IMPORTED BACKFILL AND FILL MATERIAL
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IMPORTED BACKFILL AND FILL MATERIAL
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CENTERLINE
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5% SLOPE
AutoCAD SHX Text ¼":1'
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5% SLOPE
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2" BITUMINOUS CONCRETE SURFACE COURSE (SM-12.5A)
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3" BITUMINOUS CONCRETE INTERMEDIATE COURSE (IM-19.0A)
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MINIMUM 12" IMPORTED SELECT MATERIAL SUBBASE COURSE,1% BOTTOM SLOPE
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COMPACTED SUBGRADE OR IMPORTED BACKFILL AND FILL MATERIAL
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GEOGRID OVER AASHTO M288 CLASS 1 WOVEN GEOTEXTILE
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VDOT UD-4 EDGEDRAIN
AutoCAD SHX Text 4"
AutoCAD SHX Text 1'
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1% SLOPE
AutoCAD SHX Text SEE SHEET ES102 FOR DUCTBANK AND CONDUIT SIZE AND LOCATIONS (MIN 18" COVER, 28" MIN COVER UNDER PAVEMENTS)
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SOD/TURF SURFACE
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4' GRASS SHOULDER
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SOD/TURF SURFACE
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4' GRASS SHOULDER
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COMMON FILL
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IMPORTED BACKFILL AND FILL MATERIAL
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IMPORTED BACKFILL AND FILL MATERIAL
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CENTERLINE
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4' GRASS SHOULDER
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TIE TO EXISTING GROUND
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5% SLOPE
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FILL SECTION
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CUT SECTION
AutoCAD SHX Text ¼":1'
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INV=SEE PLAN
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SOD/TURF SURFACE
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COMPACTED SUBGRADE OR IMPORTED BACKFILL AND FILL MATERIAL
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8" AGGREGATE BASE COURSE (VDOT 21A)
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2" BITUMINOUS CONCRETE SURFACE COURSE (SM-12.5A)
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3" BITUMINOUS CONCRETE INTERMEDIATE COURSE (IM-19.0A)
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MINIMUM 12" IMPORTED SELECT MATERIAL SUBBASE COURSE, 1% BOTTOM SLOPE
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GEOGRID OVER AASHTO M288 CLASS 1 WOVEN GEOTEXTILE
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1% SLOPE
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VDOT UD-4 EDGEDRAIN
AutoCAD SHX Text 4"
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WIDTH = SEE PLANS*
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*NOTE: 1. WIDTH = 0' UNLESS OTHERWISE NOTEDWIDTH = 0' UNLESS OTHERWISE NOTED
AutoCAD SHX Text 2:1
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COMMON FILL
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IMPORTED BACKFILL AND FILL MATERIAL
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DEPARTMENT OF THE NAVY
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SCALE:
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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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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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OF
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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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NTS
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CS102, CS103
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NTS
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CS102, CS103
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NTS
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CS101
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ROAD AND SITE TYPICAL SECTIONS
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WJW
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SMT
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SLC
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AS SHOWN
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DLB
AutoCAD SHX Text ** NOTE: PROVIDE ELECTRICAL DUCTBANK AND TELECOMMUNICATION CABLES WITH 28" MINIMUM COVER UNDER PAVEMENTS NOTE: PROVIDE ELECTRICAL DUCTBANK AND TELECOMMUNICATION CABLES WITH 28" MINIMUM COVER UNDER PAVEMENTS PROVIDE ELECTRICAL DUCTBANK AND TELECOMMUNICATION CABLES WITH 28" MINIMUM COVER UNDER PAVEMENTS AND 18" MINIMUM COVER OTHERWISE. REFER TO DRAWINGS ES101 THROUGH ES106 FOR LOCATIONS.
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MIDLANT DC CORE
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NAVAL STATION NORFOLK, VIRGINIA
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NAVAL WEAPONS STATION
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YORKTOWN, VIRGINIA
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APPROVED BY C. SCOTT JENKINS
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SUPERVISORY GENERAL ENGINEER
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WITH NMCLANT, VIA EMAIL
AutoCAD SHX Text 02/03/2023
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MMP/SLC
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EJA
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DSN
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AutoCAD SHX Text N/A
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NTS
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CS101, CS102
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NTS
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CS101
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NTS
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CS102, CS103
** NOTE: PROVIDE ELECTRICAL DUCTBANK AND TELECOMMUNICATION CABLES WITH 28" NOTE: PROVIDE ELECTRICAL DUCTBANK AND TELECOMMUNICATION CABLES WITH 28" PROVIDE ELECTRICAL DUCTBANK AND TELECOMMUNICATION CABLES WITH 28" MINIMUM COVER UNDER PAVEMENTS AND 18" MINIMUM COVER OTHERWISE. REFER TO DRAWINGS ES101 THROUGH ES106 FOR LOCATIONS.
CS302
TYPICAL SECTION AT EDGES OF APRONA1 TYPICAL SECTION AT APRON/ROADWAY INTERFACEA2 TYPICAL SECTION AT APRON/MAGAZINE INTERFACEA4
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TYPICAL SECTION AT APRON/RAMP INTERFACEC4
SECTION AT NEW ROAD CENTERLINE & TURKEY ROAD EDGE INTERFACEB1
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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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OF
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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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TYPICAL SECTIONS
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WJW
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SMT
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SLC
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AS SHOWN
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DLB
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5% SLOPE
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3:1 MAX
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3/4" CHAMFER
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NTS
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2% SLOPE
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1% TO 5% VARIABLE SLOPE
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NTS
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REFER TO APRON TYPICAL SECTION
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FACE OF WALL
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REFER TO S-DRAWINGS FOR TRENCH DETAILS & FOUNDATION REINFORCEMENT
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NTS
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REFER TO APRON TYPICAL SECTION BEYOND THE LOAD TRANSFER PLATFORM
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EXPANSION JOINT (SEE SHEET CS401)
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1% TO 5% VARIABLE SLOPE
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COMPACTED SUBGRADE
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IMPORTED SELECT MATERIAL SUBBASE COURSE
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AASHTO M288 CLASS 1 WOVEN GEOTEXTILE
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TACK COAT
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REFER TO APRON TYPICAL SECTION
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MIDLANT DC CORE
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NAVAL STATION NORFOLK, VIRGINIA
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NAVAL WEAPONS STATION
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YORKTOWN, VIRGINIA
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APPROVED BY C. SCOTT JENKINS
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SUPERVISORY GENERAL ENGINEER
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WITH NMCLANT, VIA EMAIL
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MMP/SLC
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EJA
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DSN
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8.3% SLOPE
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IMPORTED SELECT MATERIAL SUBBASE COURSE
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AASHTO M288 CLASS 1 WOVEN GEOTEXTILE
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IMPORTED SELECT MATERIAL SUBBASE COURSE
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GEOGRID AASHTO M288 CLASS 1 WOVEN GEOTEXTILE
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NTS
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REFER TO APRON TYPICAL SECTION
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EXPANSION JOINT MATCH GRADE
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RAMP SEE SHEET S-604
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IMPORTED SELECT MATERIAL SUBBASE COURSE
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AASHTO M288 CLASS 1 WOVEN GEOTEXTILE
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COMPACTED SUBGRADE
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SEE DETAIL C4/S-604 FOR DOWELING
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NTS
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TACK COAT ALL JOINTS AND SURFACES BETWEEN NEW AND EXISTING PAVEMENT
AutoCAD SHX Text AT INTERFACE OF TURKEY ROAD PAVEMENT AND NEW ROAD PAVEMENT, SAW-CUT AND REMOVE EXISTING TURKEY ROAD PAVEMENT SECTION 2.0' FROM EDGE ALONG AND ADJACENT TO NEW ROAD SECTION INTERFACE AND REPLACE WITH NEW ROAD PAVEMENT SECTION
AutoCAD SHX Text MILL & OVERLAY EXISTING ASPHALT PAVEMENT SURFACE AS SHOWN ON CS101, ASPHALT BASE COURSE TO REMAIN
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EDGE OF EXISTING TURKEY ROAD PAVEMENT SECTION
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HEAVY-DUTY ASPHALT PAVEMENT, FOR DEPTH OF MATERIALS SEE DETAIL D1/CS301
AutoCAD SHX Text PAVEMENT SAW CUT LINE (FINISH JOINT WITH ASPHALT SEALER) PROVIDE FLUSH TRANSITION BETWEEN NEW AND EXISTING ASPHALT
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EXISTING ROAD SURFACE SLOPE VARIES
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IMPORTED SELECT MATERIAL SUBBASE COURSE
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AGGREGATE BASE COURSE
TYPICAL SECTION AT MAGAZINE 4 AND 5A1
TYPICAL TIMBER ACCESS ROAD SECTIOND1 TYPICAL SECTION AT SURPLUS SOIL FILL AREA (SSFA)D3
CS303
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TYPICAL TIMBER ACCESS PATH SECTIONC4
TYPICAL SECTION AT MAGAZINEB1
TYPICAL ROADWAY SECTION SURPLUS SOIL FILL SECTIONC1
TYPICAL SECTION AT BASE BIDB3
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TIE TO EXISTING GROUND
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INV.=SEE PLAN
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2% SLOPE
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5% SLOPE
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6" AGGREGATE (VDOT 21B)
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12" IMPORTED SELECT MATERIAL SUBBASE COURSE
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4' SHOULDER
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DITCH
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TIE TO EXISTING GROUND
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2% SLOPE
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5% SLOPE
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4' SHOULDER
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DITCH
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CENTERLINE
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NEW GRADE
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VARIES SEE PLAN
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VARIES SEE PLAN
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5% SLOPE
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5% SLOPE
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EDGE DITCH
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INV.=SEE PLAN
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5% SLOPE
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EXISTING GROUND
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TIE TO EXISTING GROUND
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SURPLUS SOIL
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NEW GRADE
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2.5:1 SLOPE
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MAGAZINE EMBANKMENT FILL
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3.75% SLOPE
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TYPE 'D' EARTH COVERED MAGAZINE
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5% SLOPE
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DITCH
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INV.=SEE PLAN
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TIE TO EXISTING GROUND
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5% SLOPE
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NEW GRADE
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2.5:1 SLOPE
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MAGAZINE EMBANKMENT FILL
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3.75% SLOPE
Au…
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