CIVIL SHEETS 007.pdf

PDF 3 MB Posted

Attached to
Indefinite Delivery Indefinite Quantity Multiple Award Construction Contract for General Construction primarily in the Hampton Roads Area of Responsibility, Virginia
Solicitation number
N4008523R2562
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Amendment 0018.pdf PDF
Amendment 0017.pdf PDF
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Amendment 0016 Revised Drawings.pdf PDF
Amendment 0016 Revised Specifications.pdf PDF
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Amendment 0011.pdf PDF
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Attachment H - P702 Drawings.pdf PDF
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Attachment I - Approved Identity Proofing Documents.pdf PDF
N4008523R2562 SB MACC HR GEN CONSTR.pdf PDF
Attachment B - PIEE Vendor Access Instructions.pdf PDF
Attachment K - SECNAV 5512.pdf PDF
Attachment G - P702 Specifications.pdf PDF
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1. VERIFY ALL MEASUREMENTS, EQUIPMENT AND MATERIALS. VERIFY ALL MEASUREMENTS, EQUIPMENT AND MATERIALS. 2. THE ACTUAL FIELD CONDITIONS AT THE TIME OF CONSTRUCTION THE ACTUAL FIELD CONDITIONS AT THE TIME OF CONSTRUCTION MAY VARY FROM THAT PRESENTED ON THESE CONSTRICTION PLANS. CONFIRM THE LOCATION OF ALL ITEMS PRIOR TO THE START OF CONSTRUCTION. 3. REFER TO ARCHITECTURAL DRAWINGS FOR CONFIGURATION OF REFER TO ARCHITECTURAL DRAWINGS FOR CONFIGURATION OF SCREEN FENCE. 4. REFER TO ELECTRICAL DRAWING FOR GENERATOR AND REFER TO ELECTRICAL DRAWING FOR GENERATOR AND APPURTENANCES TO COORDINATE LOCATIONS AND SIZES OF OPENINGS IN CONCRETE PAD AND SPECIFIC EQUIPMENT REQUIREMENTS. 5. REFER TO MECHANICAL DRAWINGS FOR LOCATION AND OPENINGS REFER TO MECHANICAL DRAWINGS FOR LOCATION AND OPENINGS IN CONCRETE PADS AND SPECIFIC EQUIPMENT REQUIREMENTS. 6. REFER TO SHEET CM201 FOR PAVEMENT PLAN, PAVEMENT REFER TO SHEET CM201 FOR PAVEMENT PLAN, PAVEMENT MARKING AND SIGNAGE. 7. REFER TO SHEET C-002 FOR STAGING PLAN AND LOCATION FOR REFER TO SHEET C-002 FOR STAGING PLAN AND LOCATION FOR TEMPORARY CONSTRUCTION FENCE, DUEL SWING GATE, TEMPORARY SECURITY FENCE, AND TEMPORARY BARRIERS. 8. SEE SHEET CS102 FOR POINT LAYOUT TABLES. SEE SHEET CS102 FOR POINT LAYOUT TABLES. 9. ALL BOLLARDS ALONG THE EXTERIOR OF THE BUILDING MUST BE ALL BOLLARDS ALONG THE EXTERIOR OF THE BUILDING MUST BE ATTACHED TO THE BUILDING'S FOUNDATION. SEE DETAIL C4 ON SHEET SB501.

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1. REFER TO ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR REFER TO ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR DIMENSION AND FLOOR PLAN OF NEW BUILDING. 2. 15' X 10' CONCRETE PAD FOR CLEANING STATION 15' X 10' CONCRETE PAD FOR CLEANING STATION 3. 6.75' X 5.25' CONCRETE TRANSFORMER PAD 6.75' X 5.25' CONCRETE TRANSFORMER PAD 4. END OF NEW CONCRETE WALL. END OF NEW CONCRETE WALL. 5. CONCRETE BOLLARD (TYP). SEE DETAIL C1/CS501. SEE SECTION CONCRETE BOLLARD (TYP). SEE DETAIL C1/CS501. SEE SECTION A4/SB301 FOR BOLLARDS WITHIN 5' OF THE BUILDING. 6. 8-FT CHAIN LINK LOSS PREVENTION FENCE WITH PRIVACY SLATS, 8-FT CHAIN LINK LOSS PREVENTION FENCE WITH PRIVACY SLATS, AND 3 STRAND BARBED WIRE, SINGLE OUTRIGGER FACING NON-SECURED SITE. 7. 8-FT CHAIN LINK LOSS PREVENTION FENCE WITH 3 STRAND 8-FT CHAIN LINK LOSS PREVENTION FENCE WITH 3 STRAND BARBED WIRE ON CONCRETE WALL, TRANSITION TO EXISTING FENCE. 8. TRASH DUMPSTER WITH BOLLARDS, SEE DETAIL ON LANDSCAPE TRASH DUMPSTER WITH BOLLARDS, SEE DETAIL ON LANDSCAPE PLANS 9. SINGLE 5-FT MANUAL SWING GATE FOR PEDESTRIAN ACCESS. SINGLE 5-FT MANUAL SWING GATE FOR PEDESTRIAN ACCESS. DETAIL C1/CS503. 10. 30-FT SLIDING GATE MANUAL. DETAIL A1/CS502 30-FT SLIDING GATE MANUAL. DETAIL A1/CS502 11. 9' X 18.5' PARKING STALL, TYPICAL. DETAIL D4/CS502 9' X 18.5' PARKING STALL, TYPICAL. DETAIL D4/CS502 12. WHEEL STOPS, TYPICAL. DETAIL A1/CS502 WHEEL STOPS, TYPICAL. DETAIL A1/CS502 13. NO PARKING SIGN [MUTCD R7-1] MOUNTED ON CHAIN LINK NO PARKING SIGN [MUTCD R7-1] MOUNTED ON CHAIN LINK FENCE MESH. 14. CONCRETE WALL, REFER TO STRUCTURAL DRAWINGS FOR DETAILS. CONCRETE WALL, REFER TO STRUCTURAL DRAWINGS FOR DETAILS. 15. 5' x 7' FUEL TANK PAD. 5' x 7' FUEL TANK PAD. 16. 6.0' X 20.5' MECHANICAL PAD (DOAS), TYPICAL. SEE DETAIL ON 6.0' X 20.5' MECHANICAL PAD (DOAS), TYPICAL. SEE DETAIL ON MECHANICAL SHEETS. 17. 3' WIDE CONCRETE 'V' SHAPED FLUME. DETAIL A1/CS501 3' WIDE CONCRETE 'V' SHAPED FLUME. DETAIL A1/CS501 18. TRANSITION FROM 8' FENCE ON CONCRETE WALL TO 10-HIGH TRANSITION FROM 8' FENCE ON CONCRETE WALL TO 10-HIGH FENCE POST. TRANSITION FROM 10-FOOT HIGH FENCE POST TO 8-FOOT SECURITY FENCE POST, VERTICAL DROP IN POST HEIGHT MAY NOT EXCEED TWO FEET IN A TEN FOOT LONG FENCE PANEL. ENSURE ADHERENCE TO MAXIMUM POST SPACING OF TEN FEET ALONG ALL PERMANENT FENCE. 19. 6" CURB, DETAIL A3/CS502 6" CURB, DETAIL A3/CS502 20. RETAINING WALL FOUNDATION RETAINING WALL FOUNDATION 21. FENCE GROUNDING ROD (TYP) FENCE GROUNDING ROD (TYP) 22. 6.75' X 4.5' CONCRETE TRANSFORMER PAD 6.75' X 4.5' CONCRETE TRANSFORMER PAD 23. 3.0' X 2.0' HVAC PAD3.0' X 2.0' HVAC PAD

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GEOFFREY MOSS, DIRECTOR OF WARFARE REQUIREMENTS, VIA EMAIL

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ELEV. = 10.71

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1. VERIFY ALL MEASUREMENTS, EQUIPMENT AND MATERIALS. VERIFY ALL MEASUREMENTS, EQUIPMENT AND MATERIALS. 2. THE ACTUAL FIELD CONDITIONS AT THE TIME OF CONSTRUCTION THE ACTUAL FIELD CONDITIONS AT THE TIME OF CONSTRUCTION MAY VARY FROM THAT PRESENTED ON THESE CONSTRICTION PLANS. CONFIRM THE LOCATION OF ALL ITEMS PRIOR TO THE START OF CONSTRUCTION. 3. REFER TO ARCHITECTURAL DRAWINGS FOR CONFIGURATION OF REFER TO ARCHITECTURAL DRAWINGS FOR CONFIGURATION OF SCREEN FENCE. 4. REFER TO ELECTRICAL DRAWING FOR GENERATOR AND REFER TO ELECTRICAL DRAWING FOR GENERATOR AND APPURTENANCES TO COORDINATE LOCATIONS AND SIZES OF OPENINGS IN CONCRETE PAD AND SPECIFIC EQUIPMENT REQUIREMENTS. 5. REFER TO MECHANICAL DRAWINGS FOR LOCATION AND OPENINGS REFER TO MECHANICAL DRAWINGS FOR LOCATION AND OPENINGS IN CONCRETE PADS AND SPECIFIC EQUIPMENT REQUIREMENTS. 6. REFER TO SHEET CM201 FOR PAVEMENT PLAN, PAVEMENT REFER TO SHEET CM201 FOR PAVEMENT PLAN, PAVEMENT MARKING AND SIGNAGE. 7. REFER TO SHEET C-002 FOR STAGING PLAN AND LOCATION FOR REFER TO SHEET C-002 FOR STAGING PLAN AND LOCATION FOR TEMPORARY CONSTRUCTION FENCE, DUEL SWING GATE, TEMPORARY SECURITY FENCE, AND TEMPORARY BARRIERS. 8. SEE SHEET CS102 FOR POINT LAYOUT TABLES. SEE SHEET CS102 FOR POINT LAYOUT TABLES. 9. ALL BOLLARDS ALONG THE EXTERIOR OF THE BUILDING MUST BE ALL BOLLARDS ALONG THE EXTERIOR OF THE BUILDING MUST BE ATTACHED TO THE BUILDING'S FOUNDATION. SEE DETAIL C4 ON SHEET SB501.

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1. REFER TO ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR REFER TO ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR DIMENSION AND FLOOR PLAN OF NEW BUILDING. 2. 15' X 10' CONCRETE PAD FOR CLEANING STATION 15' X 10' CONCRETE PAD FOR CLEANING STATION 3. 6.75' X 5.25' CONCRETE TRANSFORMER PAD 6.75' X 5.25' CONCRETE TRANSFORMER PAD 4. END OF NEW CONCRETE WALL. END OF NEW CONCRETE WALL. 5. CONCRETE BOLLARD (TYP). SEE DETAIL C1/CS501. CONCRETE BOLLARD (TYP). SEE DETAIL C1/CS501. 6. 8-FT CHAIN LINK LOSS PREVENTION FENCE WITH PRIVACY 8-FT CHAIN LINK LOSS PREVENTION FENCE WITH PRIVACY SLATS, AND 3 STRAND BARBED WIRE, SINGLE OUTRIGGER FACING NON-SECURED SITE. 7. 8-FT CHAIN LINK LOSS PREVENTION FENCE WITH 3 STRAND 8-FT CHAIN LINK LOSS PREVENTION FENCE WITH 3 STRAND BARBED WIRE ON CONCRETE WALL, TRANSITION TO EXISTING FENCE. 8. TRASH DUMPSTER WITH BOLLARDS TRASH DUMPSTER WITH BOLLARDS 9. SINGLE 5-FT MANUEL SWING GATE FOR PEDESTRIAN ACCESS. SINGLE 5-FT MANUEL SWING GATE FOR PEDESTRIAN ACCESS. DETAIL C1/CS503. 10. 30-FT SLIDING GATE MANUEL. DETAIL A1/CS502 30-FT SLIDING GATE MANUEL. DETAIL A1/CS502 11. 9' X 18.5' PARKING STALL, TYPICAL. DETAIL D4/CS502 9' X 18.5' PARKING STALL, TYPICAL. DETAIL D4/CS502 12. WHEEL STOPS, TYPICAL. DETAIL A1/CS502 WHEEL STOPS, TYPICAL. DETAIL A1/CS502 13. NO PARKING SIGN [MUTCD R7-1] MOUNTED ON CHAIN LINK NO PARKING SIGN [MUTCD R7-1] MOUNTED ON CHAIN LINK FENCE MESH. 14. CONCRETE WALL, REFER TO STRUCTURAL DRAWINGS FOR CONCRETE WALL, REFER TO STRUCTURAL DRAWINGS FOR DETAILS. 15. 5' x 7' FUEL TANK PAD. 5' x 7' FUEL TANK PAD. 16. 6.0' X 20.5' MECHANICAL PAD (DOAS), TYPICAL. SEE DETAIL 6.0' X 20.5' MECHANICAL PAD (DOAS), TYPICAL. SEE DETAIL ON MECHANICAL SHEETS. 17. 3' WIDE CONCRETE 'V' SHAPED FLUME 3' WIDE CONCRETE 'V' SHAPED FLUME 18. TRANSITION FROM 8' FENCE ON CONCRETE WALL TO 10-HIGH TRANSITION FROM 8' FENCE ON CONCRETE WALL TO 10-HIGH FENCE POST. TRANSITION FROM 10-FOOT HIGH FENCE POST TO 8-FOOT SECURITY FENCE POST, VERTICAL DROP IN POST HEIGHT MAY NOT EXCEED TWO FEET IN A TEN FOOT LONG FENCE PANEL. ENSURE ADHERENCE TO MAXIMUM POST SPACING OF TEN FEET ALONG ALL PERMANENT FENCE. 19. 6" CURB, DETAIL A3/CS502 6" CURB, DETAIL A3/CS502 20. RETAINING WALL FOUNDATION RETAINING WALL FOUNDATION 21. FENCE GROUNDING ROD (TYP) FENCE GROUNDING ROD (TYP) 22. 6.75' X 4.5' CONCRETE TRANSFORMER PAD 6.75' X 4.5' CONCRETE TRANSFORMER PAD 23. 3.0' X 2.0' HVAC PAD3.0' X 2.0' HVAC PAD

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3/4" DIA REINFORCING BAR, EMBED 18" INTO SUBGRADE

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PROTECTIVE HDPE COVER, YELLOW

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NOTE: STEEL PIPE FOR BOLLARD MUST CONFORM TO ASTM A53, TYPE E OR S, GALVANIZED

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3,000 PSI MIN.

AutoCAD SHX Text MATERIAL: HIGH DENSITY POLYETHYLENE B53-35H-011 THICKNESS: " THICK 18" THICK COLOR: PANTONE 012C YELLOW WARRANTY: 5 YEAR AGAINST CRACKING / FADING TAPE: 3M #5100R OR COMPARABLE

AutoCAD SHX Text BOLLARD DOME FOUNDATION DOME FOUNDATION FOUNDATION B A C A C C 6" 2" 24"2" 24"24"

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BOLLARD DIMENSIONS

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6X6-W10XW10 WWF

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650 PSI FLEXURAL CONCRETE

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FINISHED GRADE

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CONCRETE

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FINISHED GRADE

AutoCAD SHX Text NOTE: SEE STRUCTURAL BOLLARD SECTION A4/SB301 AND DETAIL C4/B501 FOR BOLLARDS WITHIN 5' FROM BUILDING.

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GEOFFREY MOSS, DIRECTOR OF WARFARE REQUIREMENTS, VIA EMAIL

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GRAPHIC SCALES

GENERAL SHEET NOTES

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LEGEND

ABBREVIATIONS

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KEYNOTES

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E. UG. FUEL LINE

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AN

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AQ

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E. OIL

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12" E. FUEL OIL

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12" E. FUEL OIL

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12" E. FUEL OIL

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(APPROX. LOC.)

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WASTE FM.

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D AVENUE

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PARK PLACE

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

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REPLACED PVT SEALANT WITH HD PAVEMENT

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REV. CONCRETE HATCH, KEYNOTES 6, 11, AND PVT LEGEND

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DEPARTMENT OF THE NAVY

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CONSTR. CONTR. NO.

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SHEET

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NAVAL FACILITIES ENGINEERING SYSTEMS COMMAND

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DESCRIPTION

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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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CHIEF ENG/ARCH

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MIDLANT DC CORE

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NAVSTA NORFOLK, VIRGINIA

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NORFOLK, VIRGINIA

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WMS/GKC

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SITE PAVING AND MARKING

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AS SHOWN

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DLB

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HEAVY DUTY ASPHALT PAVEMENT, DETAIL A4/CM501

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

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CONCRETE PAVEMENT/ CONCRETE PADS, DETAIL A1/CM501

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LANDSCAPE AREAS, SEE LANDSCAPE PLANS

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4" CONCRETE SIDEWALK A2/CM501

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PORTLAND CEMENT CONCRETE, A1/CM501

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1. 15' X 10' CONCRETE PAD FOR CLEANING STATION. 15' X 10' CONCRETE PAD FOR CLEANING STATION. 2. PROVIDE REINFORCED CONCRETE PAVEMENT. DETAIL B1/CM501 PROVIDE REINFORCED CONCRETE PAVEMENT. DETAIL B1/CM501 3. CONC RETAINING WALL, .REFER TO CS201 AND CS202 FOR CONC RETAINING WALL, .REFER TO CS201 AND CS202 FOR DIMENSIONS. 4. END OF CONCRETE RETAINING WALL. END OF CONCRETE RETAINING WALL. 5. PROVIDE FOUR (4) 20'-6" X 6' CONCRETE PADS FOR MECHANICAL PROVIDE FOUR (4) 20'-6" X 6' CONCRETE PADS FOR MECHANICAL EQUIPMENT. REFER TO MECHANICAL FOR DETAILS. 6. PROVIDE 4" WIDE WHITE PAVEMENT MARKING. PROVIDE 4" WIDE WHITE PAVEMENT MARKING. 7. PROVIDE HANDICAP PARKING MARKING AND PAINTED ISLAND, COLOR PROVIDE HANDICAP PARKING MARKING AND PAINTED ISLAND, COLOR BLUE. A1/CM502 8. PROVIDE PAVEMENT MARKING CROSSHATCH, WHITE. DETAIL PROVIDE PAVEMENT MARKING CROSSHATCH, WHITE. DETAIL D5/CM502 9. PROVIDE 24" PAINTED STOP BAR, DETAIL A3/CM502 PROVIDE 24" PAINTED STOP BAR, DETAIL A3/CM502 10. PROVIDE 6.75' x 5.5' CONCRETE PAD FOR MECHANICAL EQUIPMENT. PROVIDE 6.75' x 5.5' CONCRETE PAD FOR MECHANICAL EQUIPMENT. REFER TO MECHANICAL FOR DETAILS. 11. PROVIDE 3.0' X 2.0' CONCRETE PAD FOR MECHANICAL EQUIPMENT. PROVIDE 3.0' X 2.0' CONCRETE PAD FOR MECHANICAL EQUIPMENT. REFER TO MECHANICAL FOR DETAILS. 12. EXPANSION JOINT. EXPANSION JOINT. 13. PAVEMENT SEALANT.PAVEMENT SEALANT.

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GEOFFREY MOSS, DIRECTOR OF WARFARE REQUIREMENTS, VIA EMAIL

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GENERAL NOTES

FULL DEPTH PAVEMENT (FD) NOTES

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UNREINFORCED PORTLAND CEMENT CONCRETE PAVEMENTA1

THICKENED EDGE EXPANSION JOINT (TEJ)C5

SILICONE SEALANT EXPANSION JOINT (EJ)D2

DOWELED CONSTRUCTION JOINT (DKJ)B3

CONTRACTION JOINT (CJ)D3SILICONE SEALANT SAWED JOINT DETAILD1

CM501

REINFORCED PORTLAND CEMENT CONCRETE PAVEMENTB1

TYPICAL EXTERIOR EQUIPMENT PAD (END VIEW)C1

HEAVY DUTY ASPHALT PAVEMENTA4

CONCRETE PAD SUMMARY CHARTC3

CONCRETE SIDEWALKA2

EXISTING TO PROPOSED ASPHALT JOINT (EPAJ)C4

THICKENED EDGEB2

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AS REQUIRED TO ISOLATE SLABS

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EXTEND PREFORMED JOINT FILLER

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3" OVER 5'

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FROM JOINT

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

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

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

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BOND BREAKER (ASPHALT EMULSION)

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

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

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BREAK WWF 6" BEFORE JOINT [IF PRESENT]

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EXIST. PCC

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NEW PCC

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BREAK WWF 6" BEFORE JOINT [FOR REINFORCED PAVEMENT]

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BACKER ROD 1/8" WIDER THAN JOINT

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NEW OR EXIST PCC

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NEW OR EXIST PCC

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BACKER ROD 1/8" WIDER THAN JOINT

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SILICONE JOINT SEALANT

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12" BACKER ROD

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FIRST SAWCUT (AT CONTRACTION JOINT ONLY)

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REFER TO SAWED JOINT DETAIL, THIS SHEET

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REFER TO EXPANSION JOINT DETAIL (EJ), THIS SHEET

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REVISED PAD DIMENSIONS

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REVISED HVAC EQUIP. PAD DIMENSIONS

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DEPARTMENT OF THE NAVY

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SCALE:

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CONSTR. CONTR. NO.

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SHEET

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NAVFAC DRAWING NO.

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NAVAL FACILITIES ENGINEERING SYSTEMS COMMAND

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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

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MIDLANT DC CORE

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NAVSTA NORFOLK, VIRGINIA

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NAVAL STATION NORFOLK

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NORFOLK, VIRGINIA

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WMS/GKC

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EJA

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

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COMPACTED SATISFACTORY FILL / APPROVED EXISTING SUBGRADE SHAPED AND COMPACTED

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CS102

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CS102

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PAVEMENT SECTIONS AND DETAILS

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COMPACTED SATISFACTORY FILL / APPROVED EXISTING SUBGRADE SHAPED AND COMPACTED

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

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

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6" THICK LAYER 95% COMPACTION AGGREGATE BASE COURSE

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MINIMUM 2 INCH VDOT SM-12.5A SURFACE COURSE

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COMPACTED STRUCTURAL FILL OR STABLE NATURAL SUBGRADE

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MINIMUM 2 INCH VDOT IM-19.0A INTERMEDIATE COURSE

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COMPACT SUBGRADE

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SLOPE TO DRAIN (1/4" PER FOOT)

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TACK COAT

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PORTLAND CEMENT CONCRETE FLEXURAL STRENGTH 650 PSI 4" THICK (TYP.)

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ADJACENT BUILDING OR CONC. STRUCTURE SECTION

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APPLY TACK COAT TO SAWCUT EDGE OF EXISTING PAVEMENT

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ADJACENT PAVEMENT SECTION

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FINISHED GRADE

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COMPACTED SATISFACTORY FILL / APPROVED EXISTING SUBGRADE SHAPED AND COMPACTED

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GEOFFREY MOSS, DIRECTOR OF WARFARE REQUIREMENTS, VIA EMAIL

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GENERAL SHEET NOTES

KEYNOTES

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10" E. W. (DI)

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E. UG. FUEL LINE (3)

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(TYP)

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E. UG. COMM.

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E. UG. ELEC. (2)

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8" E. SAN

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6" E. SAN

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8" E. SAN

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8" E. SAN

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E. UG. ELEC.

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2" E. W. (PVC)

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15" IRON PIPE

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12" IRON PPE

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

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E. OH. ELEC.

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E. OH. ELEC.

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8" E. W. (PVC)

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E. UG. ELEC.

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(ABAND.)

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8" E. O.W. FM.

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(ABAND.)

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8" E. O.W. FM.

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(ABAND.)

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6" E. W. (DI)

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WQ

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

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D-AVENUE

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PARK PLACE AVENUE

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UP

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CHANGED DIMENSION FOR KEYNOTE #8 TO 10-INCHES

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DEPARTMENT OF THE NAVY

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CONSTR. CONTR. NO.

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SHEET

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NAVAL FACILITIES ENGINEERING SYSTEMS COMMAND

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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

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MIDLANT DC CORE

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NAVSTA NORFOLK, VIRGINIA

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NAVAL STATION NORFOLK

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NORFOLK, VIRGINIA

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WM/FR

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EJA

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DSN

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SITE UTILITIES

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QNT

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DLB

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1. REFER TO ELECTRICAL DRAWINGS FOR CONNECTION BETWEEN WATER REFER TO ELECTRICAL DRAWINGS FOR CONNECTION BETWEEN WATER METER AND JUNCTION BOX INSIDE BUILDING. 2. REFER TO ELECTRICAL DRAWINGS FOR POWER AND COMMUNICATIONS REFER TO ELECTRICAL DRAWINGS FOR POWER AND COMMUNICATIONS DUCTBANK AND CONDUITS AND CONNECTION TO NEW BUILDING. VERIFY THAT PROPER VERTICAL AND HORIZONTAL SEPARATION OF UTILITIES CAN BE ACHIEVED. CONTACT CONTRACTING OFFICER IF CONFLICT OCCURS. 3. PAVEMENT TYPE HATCHING PATTERN IS NOT SHOWN FOR CLARITY. PAVEMENT TYPE HATCHING PATTERN IS NOT SHOWN FOR CLARITY. 4. TEMPORARY BARRIER AND TEMPORARY SECURITY FENCING IS NOT TEMPORARY BARRIER AND TEMPORARY SECURITY FENCING IS NOT SHOWN FOR CLARITY. 5. REFER TO SITE PLAN DRAWINGS FOR PAVEMENT, PADS AND FENCING REFER TO SITE PLAN DRAWINGS FOR PAVEMENT, PADS AND FENCING WORK. 6. REFER TO FIRE PROTECTION, PLUMBING AND HVAC DRAWINGS FOR REFER TO FIRE PROTECTION, PLUMBING AND HVAC DRAWINGS FOR COORDINATION. 7. RIMS OF CLEAN OUTS AND WATER VALVES MUST BE FLUSH WITH RIMS OF CLEAN OUTS AND WATER VALVES MUST BE FLUSH WITH PAVEMENT GRADES. 8. VERIFY THE DEPTH OF EXISTING SANITARY SEWER LINE PRIOR TO VERIFY THE DEPTH OF EXISTING SANITARY SEWER LINE PRIOR TO CONSTRUCTION. NOTIFY CONTRACTING OFFICER TECHNICAL REPRESENTATIVE IF CONFLICT OCCURS BETWEEN THE WATER LINE AND EXISTING SANITARY SEWER LINE. 9. MAINTAIN MINIMUM 18" VERTICAL CLEARANCE BETWEEN NEW WATER MAINTAIN MINIMUM 18" VERTICAL CLEARANCE BETWEEN NEW WATER LINE AND EXISTING SANITARY SEWER.

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1. 10" X 10" TEE, CONNECT TO EXISTING 10-INCH DIAMETER WATER 10" X 10" TEE, CONNECT TO EXISTING 10-INCH DIAMETER WATER MAIN. 2. 10-INCH DIAMETER DIP WATER LINE. MAINTAIN MINIMUM 36" COVER. 10-INCH DIAMETER DIP WATER LINE. MAINTAIN MINIMUM 36" COVER. 3. 2-INCH CORPORATION STOP 2-INCH CORPORATION STOP 4. FIRE HYDRANT AND VALVE ASSEMBLY, WITH CONCRETE THRUST FIRE HYDRANT AND VALVE ASSEMBLY, WITH CONCRETE THRUST BLOCK. 5. 10" - 90 HORIZONTAL BEND, TWO TYPES OF RESTRAINT. 10" - 90° HORIZONTAL BEND, TWO TYPES OF RESTRAINT.6. AIR RELEASE VALVE AT HIGHEST LOCATION OF WATER LINE ALONG AIR RELEASE VALVE AT HIGHEST LOCATION OF WATER LINE ALONG PIPE'S PROFILE. (LOCATION PER CONTRACTOR.) 7. 2-INCH 45 BEND. 2-INCH 45° BEND.8. 10-INCH 45 BEND. 10-INCH 45° BEND.9. CONNECT FIRE WATER LINE TO FIRE PROTECTION SYSTEM, SEE FIRE CONNECT FIRE WATER LINE TO FIRE PROTECTION SYSTEM, SEE FIRE PROTECTION PLANS.. 10. 2-INCH DIAMETER DOMESTIC WATER SERVICE LINE. 2-INCH DIAMETER DOMESTIC WATER SERVICE LINE. 11. CONNECT DOMESTIC WATER LINE TO PLUMBING SYSTEM FROM CONNECT DOMESTIC WATER LINE TO PLUMBING SYSTEM FROM BUILDING.(SEE PLUMBING PLANS FOR DETAILS. 12. 6-INCH DIAMETER SANITARY SEWER GRAVITY LINE. 6-INCH DIAMETER SANITARY SEWER GRAVITY LINE. 13. SANITARY SEWER MANHOLE 04 INV. IN = 4.30 INV. OUT = 4.20 SANITARY SEWER MANHOLE 04 INV. IN = 4.30 INV. OUT = 4.20 14. SANITARY SEWER MANHOLE 04 INV. IN = 5.30 INV. OUT = 5.20 SANITARY SEWER MANHOLE 04 INV. IN = 5.30 INV. OUT = 5.20 15. 6" - 4" REDUCER. CONNECT TO 4-INCH DIAMETER SEWER SERVICE 6" - 4" REDUCER. CONNECT TO 4-INCH DIAMETER SEWER SERVICE LINE FROM BUILDING, INV. = 7.33. 16. 10-INCH GATE VALVE 10-INCH GATE VALVE 17. 2-INCH WATER VALVE (NOT USED) 2-INCH WATER VALVE (NOT USED) 18. 2-INCH 90 BEND 2-INCH 90° BEND19. YARD HYDRANT YARD HYDRANT 20. CONNECT SEWER TO EXISTING MANHOLE INV = 4.16 CONNECT SEWER TO EXISTING MANHOLE INV = 4.16 ±21. 2" GAS LINE INSTALLED BY OTHERS 2" GAS LINE INSTALLED BY OTHERS 22. FIELD LOCATE FUEL LINE AND PROTECT PRIOR TO INSTALLATION OF FIELD LOCATE FUEL LINE AND PROTECT PRIOR TO INSTALLATION OF WATER, SEWER, AND POWER UTILITIES. 23. 1-INCH YARD HYDRANT SERVICE LINE. 1-INCH YARD HYDRANT SERVICE LINE.

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GEOFFREY MOSS, DIRECTOR OF WARFARE REQUIREMENTS, VIA EMAIL

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GEOFFREY MOSS, DIRECTOR OF WARFARE REQUIREMENTS, VIA EMAIL

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CU201

WATER SERVICE PROFILEA1 SANITARY SEWER PROFILEA3

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NEW GRADE

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EXISTING GRADE

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10" FIRE WATER LINE

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CONNECTION TO BUILDING SEE FIRE PROTECTION PLANS

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EXIST 10" WATER

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STA. 11+53.95 EXIST FUEL LINE CROSSING DEPT UNKN

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STA. 11+17.62 1" WATER LINE CROSSING

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NEW GRADE

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EXISTING GRADE

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STA 95+.70 - 1+00.83 E FUEL LINES (4) DEPT UNKN

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NEW SANITARY TO CROSS FUEL LINE AT LOCATION OF DEMOLISHED SANITARY

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REVISED FITTING SIZE TO 10-INCHES

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DEPARTMENT OF THE NAVY

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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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PM/DM

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BRANCH MANAGER

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CHIEF ENG/ARCH

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FIRE PROTECTION

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MIDLANT DC CORE

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NAVSTA NORFOLK, VIRGINIA

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NAVAL STATION NORFOLK

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NORFOLK, VIRGINIA

AutoCAD SHX Text 09/08/2022

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WM/FR

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EJA

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DSN

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WATER AND SANITARY PROFILES

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QNT

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MEH

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AS SHOWN

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1" = 2.5' VERTICAL

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1" = 25' HORIZONTAL

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1" = 2.5' VERTICAL

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1" = 25' HORIZONTAL

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GEOFFREY MOSS, DIRECTOR OF WARFARE REQUIREMENTS, VIA EMAIL

Sheets and Views
CS101 SITE PLAN
101
102
CS102 SITE PLAN
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102
CS501 SITE DETAILS
CM101 SITE PAVING AND MARKING
CM501 PAVEMENT SECTIONS AND DETAILS
CU101 SITE UTILITIES
CU201 WATER AND SANITARY PROFILES

File details come from the government source that posted it. Updated .