Civil2 dwg 5of8.pdf

PDF 41 MB Posted

Attached to
P170 Ordnance Facilities Recap, Phase 2, Naval Weapons Station Yorktown, Yorktown, Virginia
Solicitation number
N4008523R2529
Issued by

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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, services, or pricing are listed in the engineering drawings attached here. Responses to the solicitation are to be submitted in accordance with instructions contained therein.

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Other files

File Type Posted
Attachment H-Price Proposal Form REVISED.docx DOCX document
Amendment 0004.pdf PDF
Amendment 0003.pdf PDF
Amendment 0002.pdf PDF
P170 Site Visit Log.pdf PDF
Amendment 0001.pdf PDF
Survey2 dwg 2of8.pdf PDF
Attachment B-SECNAV 5512.pdf PDF
Attachment H-Price Proposal Form.docx DOCX document
Attachment G-Small Business Subcontracting Plan.pdf PDF
Electrical dwg 8of8.pdf PDF
Attachment C-Past Performance Questionnaire.docx DOCX document
Attachment K-Site Visit Attendee List.xls XLS spreadsheet
N4008523R2529 P170 ORDNANCE FACILITIES RECAP.pdf PDF
Attachment A-Pre-Proposal Inquiry Log Template.xlsx XLSX spreadsheet
Specification 2of2.pdf PDF
Civil1 dwg 4of8.pdf PDF
Geotechnical dwg 3of8.pdf PDF
Attachment L-Criteria for Denying Access to Navy Installations.pdf PDF
Structural dwg 7of8.pdf PDF
Attachment M - Aerial Map NWS Yorktown.pdf PDF
Attachment J-Approved Identity Proofing Documents.pdf PDF
Specification 1of2.pdf PDF
Attachment D-Construction Experience Project Data.docx DOCX document
Landscape dwg 6of8.pdf PDF
Attachment E-Historical Small Business Utilization.pdf PDF
Attachment F-Small Business Participation Commitment Document.pdf PDF
Attachment I-PIEE Vendor Access Instructions.pdf PDF
GeneralHazmatSurvey1 dwg 1of8.pdf PDF
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TURKEY RD

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GROUNDING ROD (TYP)

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PIPE END 24" CMP INV=77.05

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CONC LOADING DOCK

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OVERHEAD LINE

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UTILITY POLE WITH GUY WIRES

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UTILITY POLE WITH GUY WIRES

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6' WIDE CONC DITCH

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RAILROAD TRACKS

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CONC RUBBLE

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PIPE END 18" CONC INV=83.94

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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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ROCK CHECK DAM

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ROCK CHECK DAM

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OF DITCH

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WOODED

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APPROXIMATE LOCATION OF BRUSH CLEARING & DITCH SPILLING INTO LOW LYING AREA

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THICK BRUSH ALONG DITCH LINE

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CENTRAL RECEIVING AND SHIPPING POINT (CRSP)

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EDGE OF RAILROAD TIES

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CONC HEADWALL; TW=86.10

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RAMP

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STAIRS

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UTILITY POLE #14X3

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CONC

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STRUCTURE B-1175

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APPROXIMATE LIMITS OF EXISTING DEBRIS DUMP SITE CLEARING

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TOE OF SLOPE

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1. REFER TO SHEET C-001 FOR SURVEY CONTROL AND SURVEY REFER TO SHEET C-001 FOR SURVEY CONTROL AND SURVEY NOTES. 2. REFER TO EROSION AND SEDIMENT CONTROL PLANS/NOTES FOR REFER TO EROSION AND SEDIMENT CONTROL PLANS/NOTES FOR CONSTRUCTION SEQUENCING AND INSTALLATION OF APPROPRIATE EROSION CONTROL PRACTICES PRIOR O ANY GRADING ACTIVITIES. 3. REFER TO CG401 FOR STREAM CROSSING. REFER TO CG401 FOR STREAM CROSSING. 4. EXCEPT AS NOTED OTHERWISE, LINE ALL OUTFALL CHANNELS EXCEPT AS NOTED OTHERWISE, LINE ALL OUTFALL CHANNELS AND ALL DITCHES WITH VDOT EC-2 LINING. 5. UNLESS OTHERWISE NOTED, SLOPES NOT TO EXCEED 3:1UNLESS OTHERWISE NOTED, SLOPES NOT TO EXCEED 3:1

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1. GRASS LINED ROADSIDE DITCH GRASS LINED ROADSIDE DITCH 2. ROAD EDGE DRAIN (VDOT UD-4), SEE A2/CG504 ROAD EDGE DRAIN (VDOT UD-4), SEE A2/CG504 3. ROAD EDGE DRAIN ENDWALL (VDOT EW-12), SEE A4/CG504 ROAD EDGE DRAIN ENDWALL (VDOT EW-12), SEE A4/CG504 4. ROAD EDGE DRAIN OUTFALL PIPE (INVERT AS INDICATED) ROAD EDGE DRAIN OUTFALL PIPE (INVERT AS INDICATED) 5. GABION WEIR, SEE A2/CG506 GABION WEIR, SEE A2/CG506 6. TIMBER CHECK DAM, SEE A1/CG507 TIMBER CHECK DAM, SEE A1/CG507 7. RIPRAP LINED CHANNEL, SEE A4/CG501 & INSET C4 ON CG405 RIPRAP LINED CHANNEL, SEE A4/CG501 & INSET C4 ON CG405 8. CONCRETE LINED CHANNEL, VDOT PG-2A, TYPE E, 12" DEPTH, CONCRETE LINED CHANNEL, VDOT PG-2A, TYPE E, 12" DEPTH, TRANSITION TO TRAPEZOID CONCRETE LINED CHANNEL AT CULVERT OPENINGS, SEE DETAIL A2/CG501 9. DRY SWALE #1 (BOTTOM 132.0-LFx2.0'Wx24"D), SEE INSET ON DRY SWALE #1 (BOTTOM 132.0-LFx2.0'Wx24"D), SEE INSET ON CG405 10. DRY SWALE #2 (BOTTOM 132.0-LFx2.0'Wx24"D), SEE INSET ON DRY SWALE #2 (BOTTOM 132.0-LFx2.0'Wx24"D), SEE INSET ON CG405 11. DRY DETENTION POND WITH SAND FILTER, BASIN #1, SEE INSET DRY DETENTION POND WITH SAND FILTER, BASIN #1, SEE INSET ON CG405 12. UNDER DRAIN, SEE INSETS ON CG405 UNDER DRAIN, SEE INSETS ON CG405 13. CLEAN, DE-MUCK, & REGRADE EXISTING DITCH TO DRAIN TO CLEAN, DE-MUCK, & REGRADE EXISTING DITCH TO DRAIN TO CULVERT A1, MAXIMUM ALLOWABLE SLOPE IS 3:1 14. SWALE TRANSITIONS TO DITCH TO TIE-INTO CULVERT D1 SWALE TRANSITIONS TO DITCH TO TIE-INTO CULVERT D1 15. CLEARING LIMITS CLEARING LIMITS 16. 8.0' WIDE ROAD SHOULDER TO ACCOMMODATE ELECTRICAL 8.0' WIDE ROAD SHOULDER TO ACCOMMODATE ELECTRICAL INFRASTRUCTURE 17. LINE DITCH WITH VDOT EC-3, TYPE 2 LINING, DIMENSIONS AS LINE DITCH WITH VDOT EC-3, TYPE 2 LINING, DIMENSIONS AS SHOWN ON PLAN, SEE A1/CG502 18. VDOT PG-7 CONCRETE FLUME VDOT PG-7 CONCRETE FLUME 19. RIPRAP LINED CHANNEL, 22-LF x 8.0'WIDE, SEE A4/CG501 RIPRAP LINED CHANNEL, 22-LF x 8.0'WIDE, SEE A4/CG501 20. RIPRAP LINED PLUNGE POOL, SEE C4/CG505RIPRAP LINED PLUNGE POOL, SEE C4/CG505

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DEPARTMENT OF THE NAVY

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DRAWFORM REVISION: 25 AUGUST 2020

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CHIEF ENG/ARCH

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FIRE PROTECTION

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GRADING AND DRAINAGE PLAN - STA. 10+00 TO STA. 20+00

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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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APPROXIMATE EDGE OF PAVEMENT (DASHED)

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POST FOR GATE CHAIN

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MAGAZINE 115

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MAGAZINE 1 FFE=77.25

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MAGAZINE 2 FFE=72.40

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WIDTH: 8.0'

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START: STA 26+53.00

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TO 16' AT END

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TRANSITIONING

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W: 8' AT START

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START: SLOPE PIVOT

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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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APPROVED

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A/E INFO

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GRADING AND DRAINAGE PLAN - STA. 20+00 TO STA. 27+50

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1. REFER TO SHEET C-001 FOR SURVEY CONTROL AND SURVEY REFER TO SHEET C-001 FOR SURVEY CONTROL AND SURVEY NOTES. 2. REFER TO EROSION AND SEDIMENT CONTROL PLANS/NOTES FOR REFER TO EROSION AND SEDIMENT CONTROL PLANS/NOTES FOR CONSTRUCTION SEQUENCING AND INSTALLATION OF APPROPRIATE EROSION CONTROL PRACTICES PRIOR TO ANY GRADING ACTIVITIES. 3. REFER TO CG402 FOR STREAM RESTORATION. REFER TO CG402 FOR STREAM RESTORATION. 4. EXCEPT AS NOTED OTHERWISE, LINE ALL OUTFALL CHANNELS EXCEPT AS NOTED OTHERWISE, LINE ALL OUTFALL CHANNELS AND ALL DITCHES WITH VDOT EC-2 LINING. 5. UNLESS OTHERWISE NOTED, SLOPES NOT TO EXCEED 3:1. UNLESS OTHERWISE NOTED, SLOPES NOT TO EXCEED 3:1. 6. REFER TO SHEET B-201 FOR UNDER DRAIN INVERTS REFER TO SHEET B-201 FOR UNDER DRAIN INVERTS ASSOCIATED WITH MAGAZINES 1 & 2. 7. REFER TO SHEET B-202 FOR UNDER DRAIN INVERTS REFER TO SHEET B-202 FOR UNDER DRAIN INVERTS ASSOCIATED WITH MAGAZINES 3, 4, & 5.

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1. GRASS LINED ROADSIDE DITCH, SEE LANDSCAPE PLAN GRASS LINED ROADSIDE DITCH, SEE LANDSCAPE PLAN 2. ROAD EDGE DRAIN (VDOT UD-4), SEE A2/CG504 ROAD EDGE DRAIN (VDOT UD-4), SEE A2/CG504 3. SEE STRUCTURAL PLANS FOR FORKLIFT RAMP CONSTRUCTION, SEE STRUCTURAL PLANS FOR FORKLIFT RAMP CONSTRUCTION, SEE SHEET S-604 4. MATCH CONCRETE APRON GRADES MATCH CONCRETE APRON GRADES 5. GRASS LINED V-DITCH, SEE A4/CG502 GRASS LINED V-DITCH, SEE A4/CG502 6. CURB & GUTTER, WIPE DOWN AT APRON EDGES (VDOT CG-7), CURB & GUTTER, WIPE DOWN AT APRON EDGES (VDOT CG-7), SEE C1/CS503 7. DRY DETENTION POND WITH SAND FILTER, BASIN #2, SEE INSET DRY DETENTION POND WITH SAND FILTER, BASIN #2, SEE INSET ON SHEET CG406 8. CLEARING LIMITS CLEARING LIMITS 9. GABION WEIR, SEE A2/CG506 GABION WEIR, SEE A2/CG506 10. LINE DITCH WITH VDOT EC-3, TYPE 2 LINING, DIMENSIONS AS LINE DITCH WITH VDOT EC-3, TYPE 2 LINING, DIMENSIONS AS SHOWN ON PLAN, SEE A1/CG502 11. RIPRAP OUTLET PROTECTION, SIZED AS NOTED ON C1/CG502 RIPRAP OUTLET PROTECTION, SIZED AS NOTED ON C1/CG502 12. ROAD EDGE DRAIN OUTFALL PIPE (INVERT AS INDICATED)ROAD EDGE DRAIN OUTFALL PIPE (INVERT AS INDICATED)

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RAMP 1

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MAGAZINE 3 FFE=65.70

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DEPARTMENT OF THE NAVY

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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. REFER TO SHEET C-001 FOR SURVEY CONTROL AND SURVEY NOTES. REFER TO SHEET C-001 FOR SURVEY CONTROL AND SURVEY NOTES. 2. REFER TO EROSION AND SEDIMENT CONTROL PLANS/NOTES FOR REFER TO EROSION AND SEDIMENT CONTROL PLANS/NOTES FOR CONSTRUCTION SEQUENCING AND INSTALLATION OF APPROPRIATE EROSION CONTROL PRACTICES PRIOR O ANY GRADING ACTIVITIES. 3. EXCEPT AS NOTED OTHERWISE, LINE ALL OUTFALL CHANNELS AND EXCEPT AS NOTED OTHERWISE, LINE ALL OUTFALL CHANNELS AND ALL DITCHES WITH VDOT EC-2 LINING. 4. UNLESS OTHERWISE NOTED, SLOPES NOT TO EXCEED 3:1. UNLESS OTHERWISE NOTED, SLOPES NOT TO EXCEED 3:1. 5. REFER TO SHEET B-201 FOR UNDER DRAIN INVERTS ASSOCIATED REFER TO SHEET B-201 FOR UNDER DRAIN INVERTS ASSOCIATED WITH MAGAZINES 1 & 2. 6. REFER TO SHEET B-202 FOR UNDER DRAIN INVERTS ASSOCIATED REFER TO SHEET B-202 FOR UNDER DRAIN INVERTS ASSOCIATED WITH MAGAZINES 3, 4, & 5.

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1. GRASS LINED ROADSIDE DITCH GRASS LINED ROADSIDE DITCH 2. ROAD EDGE DRAIN (VDOT UD-4), SEE A2/CG504 ROAD EDGE DRAIN (VDOT UD-4), SEE A2/CG504 3. GABION WEIR, SEE A2/CG506 GABION WEIR, SEE A2/CG506 4. ROAD EDGE DRAIN OUTFALL PIPE (INVERT AS INDICATED) ROAD EDGE DRAIN OUTFALL PIPE (INVERT AS INDICATED) 5. SEE STRUCTURAL PLANS FOR FORKLIFT RAMP CONSTRUCTION, SEE SEE STRUCTURAL PLANS FOR FORKLIFT RAMP CONSTRUCTION, SEE SHEET S-604 6. GRASS LINED V-DITCH GRASS LINED V-DITCH 7. CURB & GUTTER, WIPE DOWN AT APRON EDGES (VDOT CG-7), SEE CURB & GUTTER, WIPE DOWN AT APRON EDGES (VDOT CG-7), SEE C1/CS503 8. DRY DETENTION POND WITH SAND FILTER, BASIN 2, SEE INSET ON DRY DETENTION POND WITH SAND FILTER, BASIN 2, SEE INSET ON SHEET CG406 9. DRY DETENTION POND WITH SAND FILTER, BASIN 3, SEE INSET ON DRY DETENTION POND WITH SAND FILTER, BASIN 3, SEE INSET ON SHEET CG407 10. RIPRAP LINED PLUNGE POOL, SEE C4/CG505 RIPRAP LINED PLUNGE POOL, SEE C4/CG505 11. RIPRAP OUTLET PROTECTION, SIZED AS NOTED ON C1/CG502 RIPRAP OUTLET PROTECTION, SIZED AS NOTED ON C1/CG502 12. EMERGENCY OVERFLOW CHANNEL EMERGENCY OVERFLOW CHANNEL 13. INSTALL RIPRAP OUTLET PROTECTION FLUSH WITH GABION WEIRINSTALL RIPRAP OUTLET PROTECTION FLUSH WITH GABION WEIR

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1. REFER TO SHEET C-001 FOR SURVEY CONTROL AND SURVEY NOTES. REFER TO SHEET C-001 FOR SURVEY CONTROL AND SURVEY NOTES. 2. REFER TO EROSION AND SEDIMENT CONTROL PLANS/NOTES FOR REFER TO EROSION AND SEDIMENT CONTROL PLANS/NOTES FOR CONSTRUCTION SEQUENCING AND INSTALLATION OF APPROPRIATE EROSION CONTROL PRACTICES PRIOR O ANY GRADING ACTIVITIES. 3. EXCEPT AS NOTED OTHERWISE, LINE ALL OUTFALL CHANNELS AND EXCEPT AS NOTED OTHERWISE, LINE ALL OUTFALL CHANNELS AND ALL DITCHES WITH VDOT EC-2 LINING. 4. UNLESS OTHERWISE NOTED, SLOPES NOT TO EXCEED 3:1. UNLESS OTHERWISE NOTED, SLOPES NOT TO EXCEED 3:1. 5. REFER TO SHEET B-201 FOR UNDER DRAIN INVERTS ASSOCIATED REFER TO SHEET B-201 FOR UNDER DRAIN INVERTS ASSOCIATED WITH MAGAZINES 1 & 2. 6. REFER TO SHEET B-202 FOR UNDER DRAIN INVERTS ASSOCIATED REFER TO SHEET B-202 FOR UNDER DRAIN INVERTS ASSOCIATED WITH MAGAZINES 3, 4, & 5. 7. SEE SHEET CG103 FOR MAGAZINE BID OPTIONS.SEE SHEET CG103 FOR MAGAZINE BID OPTIONS.

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1. GRASS LINED ROADSIDE DITCH GRASS LINED ROADSIDE DITCH 2. ROAD EDGE DRAIN (VDOT UD-4), SEE A2/CG504 ROAD EDGE DRAIN (VDOT UD-4), SEE A2/CG504 3. GABION WEIR, SEE A2/CG506 GABION WEIR, SEE A2/CG506 4. ROAD EDGE DRAIN OUTFALL PIPE (INVERT AS INDICATED) ROAD EDGE DRAIN OUTFALL PIPE (INVERT AS INDICATED) 5. NOT USED NOT USED 6. GRASS LINED V-DITCH GRASS LINED V-DITCH 7. CURB & GUTTER, WIPE DOWN AT APRON EDGES (VDOT CG-7), SEE CURB & GUTTER, WIPE DOWN AT APRON EDGES (VDOT CG-7), SEE C1/CS503 8. DRY DETENTION POND WITH SAND FILTER, BASIN 2, SEE INSET ON DRY DETENTION POND WITH SAND FILTER, BASIN 2, SEE INSET ON SHEET CG406 9. DRY DETENTION POND WITH SAND FILTER, BASIN 3, SEE INSET ON DRY DETENTION POND WITH SAND FILTER, BASIN 3, SEE INSET ON SHEET CG407 10. RIPRAP LINED PLUNGE POOL, SEE C4/CG505 RIPRAP LINED PLUNGE POOL, SEE C4/CG505 11. RIPRAP OUTLET PROTECTION, SIZED AS NOTED ON C1/CG502 RIPRAP OUTLET PROTECTION, SIZED AS NOTED ON C1/CG502 12. EMERGENCY OVERFLOW CHANNEL EMERGENCY OVERFLOW CHANNEL 13. INSTALL RIPRAP OUTLET PROTECTION FLUSH WITH GABION WEIRINSTALL RIPRAP OUTLET PROTECTION FLUSH WITH GABION WEIR

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1. REFER TO SHEET C-001 FOR SURVEY CONTROL AND SURVEY REFER TO SHEET C-001 FOR SURVEY CONTROL AND SURVEY NOTES. 2. REFER TO EROSION AND SEDIMENT CONTROL PLANS/NOTES FOR REFER TO EROSION AND SEDIMENT CONTROL PLANS/NOTES FOR CONSTRUCTION SEQUENCING AND INSTALLATION OF APPROPRIATE EROSION CONTROL PRACTICES PRIOR TO ANY GRADING ACTIVITIES. 3. THE SURPLUS SOIL FILL AREA (SSFA) IS INTENDED TO SERVE AS THE SURPLUS SOIL FILL AREA (SSFA) IS INTENDED TO SERVE AS A LOCATION FOR SURPLUS SOIL TO REDUCE COSTS OF OFF-SITE HAULING AND DISPOSAL. STRIP AND STOCKPILE TOPSOIL PRIOR TO FILLING AND GRADING THE SSFA. SOIL MUST BE GRADED AT MINIMUM 2% AND MAXIMUM 25% (I.E., 4:1) SLOPES. IF FILLS EXCEED 10' IN HEIGHT, INSTALL A 10' WIDE BENCH SLOPED AT 5% GRADE PRIOR TO RESUMING FILL AT 25% SLOPE. 4. EXCEPT AS NOTED OTHERWISE, LINE ALL OUTFALL CHANNELS EXCEPT AS NOTED OTHERWISE, LINE ALL OUTFALL CHANNELS AND ALL DITCHES WITH VDOT EC-2 LINING. 5. UNLESS OTHERWISE NOTED, SLOPES NOT TO EXCEED 3:1UNLESS OTHERWISE NOTED, SLOPES NOT TO EXCEED 3:1

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1. GRASS LINED TRAPEZOIDAL DITCH GRASS LINED TRAPEZOIDAL DITCH 2. SURPLUS SOIL FILL AREA #1 SURPLUS SOIL FILL AREA #1 3. DITCH HIGH POINT DITCH HIGH POINT 4. LIMITS OF CLEARING LIMITS OF CLEARING 5. GRAVEL TIMBER ACCESS ROADGRAVEL TIMBER ACCESS ROAD

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1. GRASS LINED TRAPEZOIDAL DITCH GRASS LINED TRAPEZOIDAL DITCH 2. SURPLUS SOIL FILL AREA #1 SURPLUS SOIL FILL AREA #1 3. RIPRAP OUTLET PROTECTION, SIZED AS NOTED ON DETAIL RIPRAP OUTLET PROTECTION, SIZED AS NOTED ON DETAIL C1/CG502 4. RIPRAP LINED PLUNGE POOL, SEE C4/CG505RIPRAP LINED PLUNGE POOL, SEE C4/CG505

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1. THESE SUPPLEMENTAL SURPLUS SOIL FILL AREAS (SSFA) ARE THESE SUPPLEMENTAL SURPLUS SOIL FILL AREAS (SSFA) ARE INTENDED TO SERVE AS LOCATIONS FOR SURPLUS SOIL TO REDUCE THE COSTS OF OFF-SITE HAULING AND DISPOSAL. PRE-TEST SOILS IN ACCORDANCE WITH SPECIFICATIONS. SUPPLEMENTAL SSFAs MAY ONLY BE USED AFTER SSFA #1 HAS REACHED ITS CAPACITY AS SHOWN ON SHEETS CG104 AND CG105, UPON APPROVAL OF THE CONTACTING OFFICER. SUPPLEMENTAL SSFAs WILL BE USED IN NUMERICAL ORDER STARTING WITH SUPPLEMENTAL SSFA #1. ADDITIONAL SUPPLEMENTAL SSFAs MAY BE USED ONLY AFTER THE PREVIOUS NUMBERED AREA HAS REACHED ITS CAPACITY AS SHOWN ON ITS GRADING AND DRAINAGE PLAN, SUBJECT TO APPROVAL BY THE CONTRACTING OFFICER. 2. INSTALL EROSION CONTROL MEASURES PRIOR TO ANY LAND INSTALL EROSION CONTROL MEASURES PRIOR TO ANY LAND DISTURBANCE. 3. STRIP AND STOCKPILE TOPSOIL PRIOR TO GRADING. STRIP AND STOCKPILE TOPSOIL PRIOR TO GRADING. 4. SOIL MUST BE GRADED AT MINIMUM 2% AND MAXIMUM 20% SOIL MUST BE GRADED AT MINIMUM 2% AND MAXIMUM 20% SLOPES TO THE CONTOURS INDICATED. IF FILLS EXCEED 10' IN HEIGHT, INSTALL A 10' WIDE BENCH SLOPED AT 5% GRADE PRIOR TO RESUMING FILL AT 20% SLOPE. 5. REFER TO LANDSCAPE PLANS FOR PROCEDURES FOR REFER TO LANDSCAPE PLANS FOR PROCEDURES FOR ESTABLISHMENT OF VEGETATION.

TBM #125

TBM #126

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FORMER MAGAZINE 125 = SUPPLEMENTAL SURPLUS SOIL FILL AREA #3 FORMER MAGAZINE 126 = SUPPLEMENTAL SURPLUS SOIL FILL AREA #4

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MAGAZINE #125

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ELEV. = 87.70 (BOX CUT IN CONCRETE)

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MAGAZINE #126

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ELEV. = 80.56 (BOX CUT IN CONCRETE)

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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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DEPARTMENT OF THE NAVY

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DRAWFORM REVISION: 25 AUGUST 2020

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CHK

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APPROVED

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DLB

1. THESE SUPPLEMENTAL SURPLUS SOIL FILL AREAS (SSFA) ARE THESE SUPPLEMENTAL SURPLUS SOIL FILL AREAS (SSFA) ARE INTENDED TO SERVE AS LOCATIONS FOR SURPLUS SOIL TO REDUCE THE COSTS OF OFF-SITE HAULING AND DISPOSAL. PRE-TEST SOILS IN ACCORDANCE WITH SPECIFICATIONS. SUPPLEMENTAL SSFAs MAY ONLY BE USED AFTER SSFA #1 HAS REACHED ITS CAPACITY AS SHOWN ON SHEETS CG104 AND CG105, UPON APPROVAL OF THE CONTACTING OFFICER. SUPPLEMENTAL SSFAs WILL BE USED IN NUMERICAL ORDER STARTING WITH SUPPLEMENTAL SSFA #1. ADDITIONAL SUPPLEMENTAL SSFAs MAY BE USED ONLY AFTER THE PREVIOUS NUMBERED AREA HAS REACHED ITS CAPACITY AS SHOWN ON ITS GRADING AND DRAINAGE PLAN, SUBJECT TO APPROVAL BY THE CONTRACTING OFFICER. 2. INSTALL EROSION CONTROL MEASURES PRIOR TO ANY LAND INSTALL EROSION CONTROL MEASURES PRIOR TO ANY LAND DISTURBANCE. 3. STRIP AND STOCKPILE TOPSOIL PRIOR TO GRADING. STRIP AND STOCKPILE TOPSOIL PRIOR TO GRADING. 4. SOIL MUST BE GRADED AT MINIMUM 2% AND MAXIMUM 20% SOIL MUST BE GRADED AT MINIMUM 2% AND MAXIMUM 20% SLOPES TO THE CONTOURS INDICATED. IF FILLS EXCEED 10' IN HEIGHT, INSTALL A 10' WIDE BENCH SLOPED AT 5% GRADE PRIOR TO RESUMING FILL AT 20% SLOPE. 5. REFER TO LANDSCAPE PLANS FOR PROCEDURES FOR REFER TO LANDSCAPE PLANS FOR PROCEDURES FOR ESTABLISHMENT OF VEGETATION.

TBM #127

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FORMER MAGAZINE 127 = SUPPLEMENTAL SURPLUS SOIL FILL AREA #5

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MAGAZINE #127

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ELEV. = 79.75 (BOX CUT IN CONCRETE)

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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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DLB

1. THESE SUPPLEMENTAL SURPLUS SOIL FILL AREAS (SSFA) ARE THESE SUPPLEMENTAL SURPLUS SOIL FILL AREAS (SSFA) ARE INTENDED TO SERVE AS LOCATIONS FOR SURPLUS SOIL TO REDUCE THE COSTS OF OFF-SITE HAULING AND DISPOSAL. PRE-TEST SOILS IN ACCORDANCE WITH SPECIFICATIONS. SUPPLEMENTAL SSFAs MAY ONLY BE USED AFTER SSFA #1 HAS REACHED ITS CAPACITY AS SHOWN ON SHEETS CG104 AND CG105, UPON APPROVAL OF THE CONTACTING OFFICER. SUPPLEMENTAL SSFAs WILL BE USED IN NUMERICAL ORDER STARTING WITH SUPPLEMENTAL SSFA #1. ADDITIONAL SUPPLEMENTAL SSFAs MAY BE USED ONLY AFTER THE PREVIOUS NUMBERED AREA HAS REACHED ITS CAPACITY AS SHOWN ON ITS GRADING AND DRAINAGE PLAN, SUBJECT TO APPROVAL BY THE CONTRACTING OFFICER. 2. INSTALL EROSION CONTROL MEASURES PRIOR TO ANY LAND INSTALL EROSION CONTROL MEASURES PRIOR TO ANY LAND DISTURBANCE. 3. STRIP AND STOCKPILE TOPSOIL PRIOR TO GRADING. STRIP AND STOCKPILE TOPSOIL PRIOR TO GRADING. 4. SOIL MUST BE GRADED AT MINIMUM 2% AND MAXIMUM 20% SOIL MUST BE GRADED AT MINIMUM 2% AND MAXIMUM 20% SLOPES TO THE CONTOURS INDICATED. IF FILLS EXCEED 10' IN HEIGHT, INSTALL A 10' WIDE BENCH SLOPED AT 5% GRADE PRIOR TO RESUMING FILL AT 20% SLOPE. 5. REFER TO LANDSCAPE PLANS FOR PROCEDURES FOR REFER TO LANDSCAPE PLANS FOR PROCEDURES FOR ESTABLISHMENT OF VEGETATION.

TBM #112

TBM #113

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FORMER MAGAZINE 112 = OPTIONAL SURPLUS SOIL FILL AREA #7

FORMER MAGAZINE 113 = OPTIONAL SURPLUS SOIL FILL AREA #6

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ELEV. = 69.89 (BOX CUT IN HEADWALL)

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MAGAZINE #112

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ELEV. = 58.95 (BOX CUT IN CONCRETE)

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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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DRAWFORM REVISION: 25 AUGUST 2020

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GRADING AND DRAINAGE PLAN - SURPLUS SOIL FILL AREAS

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1. THESE OPTIONAL SURPLUS SOIL FILL AREAS (SSFA) ARE THESE OPTIONAL SURPLUS SOIL FILL AREAS (SSFA) ARE INTENDED TO SERVE AS OPTIONAL LOCATIONS FOR SURPLUS SOIL TO REDUCE THE COSTS OF OFF-SITE HAULING AND DISPOSAL ONLY IF ALL OTHER SSFAs HAVE REACHED CAPACITY ONLY IF ALL OTHER SSFAs HAVE REACHED CAPACITY IF ALL OTHER SSFAs HAVE REACHED CAPACITY AND ONLY IF APPROVED BY THE CONTRACTING OFFICER. USE ONLY IF APPROVED BY THE CONTRACTING OFFICER. USE IF APPROVED BY THE CONTRACTING OFFICER. USE OF THESE OPTIONAL AREAS IS NOT GUARANTEED AND SHOULD NOT BE ACCOUNTED FOR IN BIDDER'S PROPOSALS. 2. PRE-TEST SOILS IN ACCORDANCE WITH SPECIFICATIONS. PRE-TEST SOILS IN ACCORDANCE WITH SPECIFICATIONS. 3. INSTALL EROSION CONTROL MEASURES PRIOR TO ANY LAND INSTALL EROSION CONTROL MEASURES PRIOR TO ANY LAND DISTURBANCE. 4. STRIP AND STOCKPILE TOPSOIL PRIOR TO GRADING. STRIP AND STOCKPILE TOPSOIL PRIOR TO GRADING. 5. SOIL MUST BE GRADED AT MINIMUM 2% AND MAXIMUM 20% SOIL MUST BE GRADED AT MINIMUM 2% AND MAXIMUM 20% SLOPES. IF FILLS EXCEED 10' IN HEIGHT, INSTALL A 10' WIDE BENCH SLOPED AT 5% GRADE PRIOR TO RESUMING FILL AT 20% SLOPE.

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STORM PROFILE D1 TO D4A1 STORM PROFILE F1 TO F4A3

STORM PROFILE A1 TO A2C1 STORM PROFILE B1 TO B2C3 STORM PROFILE C1 TO C2C4

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EXISTING GRADE

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DRY DETENTION POND W/SAND FILTER BASIN #1

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ROAD 'A' STA. 18+27.27

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ROAD 'A' STA. 12+94.34

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ROAD 'A' STA. 13+31.80

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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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NAVAL FACILITIES ENGINEERING SYSTEMS COMMAND

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DESCRIPTION

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