1594085dwg2of3.pdf

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Attached to
DESIGN-BID-BUILD RECAPITALIZATION OF ORDNANCE MAGAZINES AT HARVEY POINT DEFENSE TESTING ACTIVITY, HARVEY POINT, NC
Solicitation number
N4008519R9163
Issued by

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File Type Posted
Amendment0003_19R9163.pdf PDF
Amendment_0002.pdf PDF
Site_Visit_Log_Mag_Recap.pdf PDF
Amendment_0001.pdf PDF
Attachment_F_(Revised)_-_CONTRACTOR_BIOGRAPHIC_DATA.pdf PDF
Solicitation_N4008519R9163.pdf PDF
1594085dwg1of3.pdf PDF
1594085_spc.pdf PDF
N4008519R9163_Pre-Solicitation_N4008519R9163.pdf PDF

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ACCESS PLAN

SITESITE

GENERAL NOTES

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NORTH SERVICE ROAD

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HARVEY POINT ROAD

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SECONDARY ROADWAY

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NW PERIMETER ROAD

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QUAIL LANE

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HARVEY POINT DTA

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HERTFORD, NC

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BLAIR ELLER, HPDTA

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PASS AND ID

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OFFICE

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TO FRONT GATE

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CONTRACTOR

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HAUL ROUTE

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CONTRACTOR

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CONTRACTOR

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TRAILER AND

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1. REFER TO SPECIFICATIONS FOR BASE ACCESS REQUIREMENTS. 2. LOCATE EXISTING UTILITIES AND PROTECT DURING CONSTRUCTION. THE KTR IS RESPONSIBLE FOR ANY DAMAGE THAT OCCURS TO EXISTING UTILITIES AS A RESULT OF KTR ACTIVITIES.

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AREA

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1. PROVIDE MINIMUM 50' GRAVEL PAVED RADIUS TO ENSURE ADEQUATE TRACTOR TRAILER TURNING RADIUS.

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GATE

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GATE

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AutoCAD SHX Text BENCHMARKS: HP03 - BRASS DISK ON PUMP STATION Northing: 2,780,754.245 Easting: 868,140.836 Elev: 8.383

AutoCAD SHX Text HP04 - BRASS DISK IN ROUNDABOUT Northing: 2,780,251.132 Easting: 867,829.593 Elev: 8.514

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HP21

AutoCAD SHX Text BM HP21 - BRASS DISK IN RAISED CONCRETE Northing : 868,948.009' Easting : 2,783,187.983' Point Elevation : 7.769'

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DRAWFORM REVISION: 10 MARCH 2009

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HERTFORD, NC

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BLAIR ELLER, HPDTA

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CONTRACTOR ACCESS AND LAYDOWN AREA

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1. CONTRACTOR LAYDOWN AREA. COORDINATE FINAL DIMENSIONS WITH KO. ANY ENCROACHMENT INTO THE WOODED AREA WILL REQUIRE REPLANTING OF PINE TREES UPON COMPLETION AND RESTORATION OF LAYDOWN AREA. REPLANT ANY WOODED AREA ENCROACHMENT WITH LOBLOLLY OR VIRGINIA PINE TREES ON A GRID AT 10' ON CENTER, 6-8' HIGH AT TIME OF PLANTING. REMAINING AREA TO RECEIVE PERMANENT STABILIZATION. DETAIL A1, C-503. 2. LIMITS OF CLEARING 3. 25' WIDE GRAVEL ROAD. THIS ROAD IS TO REMAIN IN PLACE UPON COMPLETION OF CONSTRUCTION. REFER TO DETAIL A3, SHEET C-501. 4. 52 LF 18" CLASS V RCP AT 0.50% SLOPE ALIGN PIPE WITH EXISTING DITCH. CONCRETE HEADWALLS ON BOTH ENDS. 5. KTR TO PIPE DITCHES ONLY AS NEEDED FOR LAYDOWN AREA WITH TEMPORARY PIPES, MINIMUM 18". PIPES TO BE REMOVED UPON COMPLETION OF CONSTRUCTION. 6. 32' DOUBLE SWING GATE, NO BARBED WIRE. DETAIL C1, C-505. 7. 6' HIGH CHAIN LINK FENCE, NO BARBED WIRE. DETAIL C1, C-504. 8. END OF 8" WATERMAIN. FIRE HYDRANT ASSEMBLY, 8" VALVE, PLUG AND BLOCK ON END OF MAIN. DETAIL A2, C-501 9. CONSTRUCTION ENTRANCE/EXIT. DETAIL C1, C-503 10. REPLACE EXISTING 12" CMP WITH 15" CLASS V RCP. DETAIL A1, C-501 11. RIP RAP OUTLET PROTECTION. REFER TO DETAIL B1, C-502 12. PERMANENT STABILIZATION. REFER TO DETAIL A1, C-503 13. LIMITS OF CONSTRUCTION 14. ROCK PIPE INLET PROTECTION. DETAIL C4, C-501 15. LOCATE FORCE MAIN AND PROTECT DURING CONSTRUCTION. THE KTR IS RESPONSIBLE FOR ANY DAMAGE THAT OCCURS TO FORCE MAIN AS A RESULT OF KTR ACTIVITIES.

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1. REFER TO PHASING PLANS FOR FENCING AND PHASED ACCESS PLANS. 2. ALL WORK ON THIS PLAN IS INCLUDED IN PHASE I.

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HERTFORD, NC

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ACCESS PLAN PHASE I

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1. DEMOLISH EXISTING FENCE AND BALED CONCERTINA WIRE. 2. REMOVE FH ASSEMBLY AND 8" MAINLINE VALVE. 3. RELOCATED FH ASSEMBLY AND 8" MAINLINE VALVE. DETAIL A2, C-501. 4. REMOVE MOTION DETECTOR. REFER TO ELECTRICAL DRAWINGS. 5. 6' CHAIN LINK FENCE, NO BARBED WIRE. DETAIL C1, C-504.

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6. REMOVE LIGHT POLE. 7. RELOCATED LIGHT POLE. REFER TO ELECTRICAL DRAWINGS. 8. 7' CHAIN LINK FENCE, 3 STRANDS BARBED WIRE. DETAIL B1/C1, C-504. 9. 26' CANTILEVERED MOTORIZED SLIDING GATE WITH 3 STRANDS BARBED WIRE. THIS GATE AND PERIMETER FENCING SOUTH OF THIS GATE ARE TO REMAIN UPON COMPLETION OF THE PROJECT. REMOVE FENCING TO THE NORTH OF THIS GATE. 7' HEIGHT, PLUS 3 STRANDS BARBED WIRE. DETAIL A1, C-506.

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10. GRAVEL PAVING (PHASE I). REFER TO DETAIL A3, C-501. 11. CONCRETE JERSEY BARRIERS. 12. BALED CONCERTINA WIRE, SIMILAR TO EXISTING. 13. 8"X8"X8" CUT-IN TEE, 8" VALVE ON NEW MAIN. 14. 8" DI WATERMAIN 15. CARD READER WITH BOLLARD PROTECTION, DETAIL B4, C-506. 16. CONCRETE PAD FOR GATE CONTROLLER, PER FINAL GATE DWGS.

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1. REFER TO ELECTRICAL DRAWINGS FOR ELECTRICAL, COMMS, AND MOTION DETECTOR WORK. 2. SHADED AREA REPRESENTS PHASE I LIMITS UNLESS NOTED OTHERWISE. 3. LOCATE EXISTING UTILITIES AND PROTECT DURING CONSTRUCTION. THE KTR IS RESPONSIBLE FOR ANY DAMAGE THAT OCCURS TO EXISTING UTILITIES AS A RESULT OF KTR ACTIVITIES.

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HERTFORD, NC

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BLAIR ELLER, HPDTA

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JM/KCU

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ACCESS PLAN PHASE II

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1. 7' HIGH TEMPORARY CHAIN LINK FENCE WITH 3 STRANDS BARBED WIRE. REMOVE INTERNAL PHASING FENCING UPON COMPLETION OF CONSTRUCTION. REPAIR POST HOLES. 2. GRAVEL PAVING (PHASE II). REFER TO DETAIL A3, C-501 3. CONCRETE JERSEY BARRIERS 4. REFER TO ELECTRICAL DRAWINGS FOR ELECTRICAL AND COMM WORK.

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1. REMOVE PHASE I FENCING AND BARRIERS THAT ARE NOT REQUIRED FOR PHASE II. RESTORE TO PRE-EXISTING CONDITION. 2. REMOVE PHASE II FENCING AND BARRIERS THAT ARE NOT SHOWN ON FINAL CONSTRUCTION PLANS. RESTORE AREA TO PRE-EXSTING CONDITION, INCLUDING, BUT NOT LIMITED TO, PERMANENT STABILIZATION, REPAIRING TEMP FENCE POST DAMAGE TO ASPHALT AND TO GRADED AREAS, REPAIRING FENCE DAMAGE.

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3. SHADED AREA REPRESENTS PHASE II LIMITS UNLESS NOTED OTHERWISE.

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EXISTING CONDITIONS SURVEY, OVERALL

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3.5' GATE

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BALED CONCERTINA WIRE ON GROUND

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7' CHAIN LINK FENCE W/ 3 STRANDS BARBED WIRE AND CONCERTINA WIRE

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HERTFORD, NC

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BLAIR ELLER, HPDTA

AutoCAD SHX Text 6/13/18

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JM/KCU

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EXISTING CONDITIONS SURVEY, 1 OF 4

AutoCAD SHX Text 12762087

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JSL

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JSL

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MATCH LINE - SHEET CV103

AutoCAD SHX Text

MATCH LINE - SHEET CV102

AutoCAD SHX Text TBM 2: NAIL IN PVT Northing : 868,925.1280' Easting : 2,782,730.8850' Point Elevation : 7.78' TBM 3: NAIL IN PVT Northing : 868,744.0600' Easting : 2,782,497.6230' Point Elevation : 7.72'

AutoCAD SHX Text TBM 4: NAIL IN PVT Northing : 868,938.3450' Easting : 2,782,342.6310' Point Elevation : 7.75' TBM 5: NAIL IN PVT Northing : 869,131.1400' Easting : 2,782,591.2480' Point Elevation : 7.84'

TBM 7: HW Northing : 868,955.7990' Easting : 2,782,712.2500' Point Elevation : 6.94' TBM 8: HW Northing : 869,103.5040' Easting : 2,782,613.0150' Point Elevation : 7.58'

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24' CANTILEVER

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BLDG

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BALED CONCERTINA WIRE ON GROUND

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7' CHAIN LINK FENCE W/ 3 STRANDS BARBED WIRE AND CONCERTINA WIRE

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HERTFORD, NC

AutoCAD SHX Text 1594085

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BLAIR ELLER, HPDTA

AutoCAD SHX Text 6/13/18

AutoCAD SHX Text

JM/KCU

AutoCAD SHX Text 60'

AutoCAD SHX Text 1"=30'

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AutoCAD SHX Text 120'

AutoCAD SHX Text 90'

AutoCAD SHX Text 150'

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EXISTING CONDITIONS SURVEY, 2 OF 4

AutoCAD SHX Text 12762088

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JSL

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MATCH LINE - SHEET CV104

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MATCH LINE - SHEET CV101

TBM 1: NAIL IN PVT Northing : 869,134.8860' Easting : 2,783,001.3380' Point Elevation : 7.87' TBM 6: NAIL IN PVT Northing : 869,345.1730' Easting : 2,782,867.1150' Point Elevation : 7.81'

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HERTFORD, NC

AutoCAD SHX Text 1594085

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BLAIR ELLER, HPDTA

AutoCAD SHX Text 6/13/18

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JM/KCU

AutoCAD SHX Text 60'

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MATCH LINE - SHEET CV101

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BM HP21

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HERTFORD, NC

AutoCAD SHX Text 1594085

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BLAIR ELLER, HPDTA

AutoCAD SHX Text 6/13/18

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JM/KCU

AutoCAD SHX Text 60'

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EXISTING CONDITIONS SURVEY, 4 OF 4

AutoCAD SHX Text 12762090

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JSL

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MATCH LINE - SHEET CV102

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BM HP21: BRASS DISK IN RAISED CONCRETE Northing : 868,948.009' Easting : 2,783,187.983' Point Elevation : 7.769'

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6" PVC

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6" PVC

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6" PVC

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6" PVC

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6" PVC

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