26-0437 AS3507 FENCE - SOW.pdf

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AS3507 FENCING

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PROJECT# 26M0093CN26M0093CN

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CONTRACT# N40085-26B-0437

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DWG: DANA WHITMORE

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USMC CAMP LEJEUNE

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BLDG # AS3507AS3507

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SHEET OF OF OF

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TITLE

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AutoCAD SHX Text AS3507 FENCE SCOPE OF WORK: THE CONTRACTOR SHALL PROVIDE ALL MATERIAL, LABOR, EQUIPMENT AND THE CONTRACTOR SHALL PROVIDE ALL MATERIAL, LABOR, EQUIPMENT AND SUPERVISION REQUIRED TO ACCOMPLISH THE FOLLOWING. GENERAL DESCRIPTION: THIS SCOPE OF WORK IS TO BE ACCOMPLISHED BUILDING AS3507. AS3507 IS THIS SCOPE OF WORK IS TO BE ACCOMPLISHED BUILDING AS3507. AS3507 IS ABOARD NEW RIVER AIR STATION NORTH CAROLINA.. INSTALLATION OF NEW FENCING, POST, ONE(1) CANTILEVER (25) FOOT GATES, ONE PERSONNEL GATE, APPROXIMATE FIVE HUNDRED LINEAL FEET(500LN). FT. OF BARB-WIRE AND OUTRIGGERS. DETAILED REQUIREMENTS AND SPECIFICATIONS: THE CONTRACTOR SHALL TAKE HIS OWN FIELD : THE CONTRACTOR SHALL TAKE HIS OWN FIELD MEASUREMENTS IN DETERMINING REQUIRED MATERIALS AND COSTS FOR THE FOLLOWING. SPECIAL SCHEDULING AND ACCESS: ACCESS AND SCHEDULING TO THE WORK AREA SHALL BE ACCESS AND SCHEDULING TO THE WORK AREA SHALL BE ARRANGED THROUGH CONTRACTING OFFICER"S REPRESENTATIVE FOR THE OICC OFFICE AND THE TENANT OF THE BUILDING. POINT OF CONTACT FOR ACCESS TO BUILDING. AS3507 IS CHRISTINE HLADKY, Mrs. HLADKY CAN BE REACHED AT 1-910-440-5401. NOTES: 1. THE MEASUREMENTS AND QUANTITIES FURNISHED HERE ARE FOR REFERENCE ONLY. THE THE MEASUREMENTS AND QUANTITIES FURNISHED HERE ARE FOR REFERENCE ONLY. THE CONTRACTOR IS RESPONSIBLE FOR ACTUAL FIELD VERIFICATION PRIOR TO BIDDING, ORDERING MATERIAL AND DURING EVERY STEP OF CONSTRUCTION FOR EXISTING SURFACES, DIMENSIONS AND CONDITIONS. 2. REPAIR, REFINISH OF AREAS DAMAGED OR DISTURBED BY NEW WORK TO BE PROVIDED UNDER REPAIR, REFINISH OF AREAS DAMAGED OR DISTURBED BY NEW WORK TO BE PROVIDED UNDER THIS CONTRACT. 3. CONTRACTOR MAY ONLY USE THE CAMP LEJEUNE SANITARY LANDFILL FOR THE DISPOSAL OF CONTRACTOR MAY ONLY USE THE CAMP LEJEUNE SANITARY LANDFILL FOR THE DISPOSAL OF ASBESTOS CONTAINING MATERIALS, BUILDING PRODUCTS WITH TIGHTLY ADHERED LEAD CONTAINING PAINT, NON-CONTAMINATED CLEAN DIRT AND CLEAN GRAVEL. THE HOURS OF OPERATIONS ARE 0730-1530 MONDAY- THURSDAY AND 0730-1430 ON FRIDAY. DELIVERY OF ACCEPTABLE MATERIALS (IDENTIFIED ABOVE) SHALL BE BY APPOINTMENT ONLY. APPOINTMENT MADE BY PHONE AT 1-910-457-5011 OR 1-910-451-2946. 4. ALL OTHER CONTRACTOR GENERATED MATERIAL SHALL BE WEIGHED THROUGH THE BASE ALL OTHER CONTRACTOR GENERATED MATERIAL SHALL BE WEIGHED THROUGH THE BASE LANDFILL SCALES BEFORE BEING REMOVED FROM THE BASE. CONTRACTOR UTILIZING THE BASE SCALE WILL REQUIRE CONTRACTING OFFICERS ASSISTED PER-REGISTRATION WITH THE LANDFILL MANAGER. 5. THE CONTRACTING OFFICER WILL REGISTER THE CONTRACT VIA E-MAIL, WITH THE BASE THE CONTRACTING OFFICER WILL REGISTER THE CONTRACT VIA E-MAIL, WITH THE BASE LANDFILL. ALL HAUL VEHICLES WILL MAINTAIN A SECURE VEHICLE PLACED AS A CONDITION TO UTILIZE THE SCALE. E-MAIL THE CONTRACTORS INFORMATION TO THE LANDFILL CLERK, INCLUDE THE NAME ON THE PRIME CONTRACTOR, CONTRACT NUMBER, JOB NAME / DESCRIPTION, COMPLETION DATE AS CONTRACT SHALL DISPOSAL OF ALL MATERIAL. 6. PRIOR TO PERFORMING "HOT WORK" (WELDING, CUTTING, ECT.) OR OPERATING OTHER FLAME PRIOR TO PERFORMING "HOT WORK" (WELDING, CUTTING, ECT.) OR OPERATING OTHER FLAME -PRODUCING SPARK PRODUCING DEVICES, A WRITTEN PERMIT SHALL BE REQUESTED FROM THE FIRE DIVISION. CONTRACTORS ARE REQUIRED TO MEET ALL CRITERIA BEFORE A PERMIT IS ISSUED. THE CONTRACTOR WILL PROVIDE AT LEAST TWO (2) TWENTY (20) POUND 4A:20 BC RATED EXTINGUISHERS FOR NORMAL "HOT WORK". ALL EXTINGUISHERS SHALL BE CURRENT INSPECTION TAGGED, APPROVED SAFETY PIN AND TAMPER RESISTANT SEAL. IT IS ALSO MANDATORY TO HAVE A DESIGNATED FIRE WATCH FOR ANY "HOT WORK" DONE AT THIS ACTIVITY. THE FIRE WATCH SHALL BE TRAINED IN ACCORDANCE WITH NFPA 51B AND REMAIN ON SITE FOR A MINIMUM OF THIRTY (30) MINUTES AFTER WORK IS COMPLETED. 7. CONTRACTOR IS TO BE AWARE OF ALL RULES, REGULATION AND CODES REQUIRED FOR CONTRACTOR IS TO BE AWARE OF ALL RULES, REGULATION AND CODES REQUIRED FOR SUCCESSFUL COMPLETION OF PROJECT. 8. PROPERTY REMOVE, HAUL AND DISPOSE OF ALL DEBRIS. THE CONTRACTOR SHALL NOT UTILIZE PROPERTY REMOVE, HAUL AND DISPOSE OF ALL DEBRIS. THE CONTRACTOR SHALL NOT UTILIZE THE DUMPSTER PROVIDED BY CAMP LEJEUNE FOR THE OCCUPANTS OF THE BUILDINGS.

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PHYSICAL SECURITY FENCING

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SPECIFICATION / CHAIN LINK

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SPECIFICATION / INSTALLATION

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SPECIFICATION / GRADING

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SPECIFICATION / MULCHING

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SPECIFICATION / WORK ZONE

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FENCING ELEVATION

AutoCAD SHX Text SUBMITTALS: 1. CONTRACTOR SHALL MAKE ELECTRONIC COPIES OF ALL SUBMITTALS, INCLUDE THE CONTRACTOR SHALL MAKE ELECTRONIC COPIES OF ALL SUBMITTALS, INCLUDE THE APPROVED TRANSMITTAL SHEETS AND PROVIDE TWO (2) CD/DVD'S CONTAINING ALL SUBMITTALS FOR PROJECT. THE CD/DVD'S SHALL BE MARKED "COMPLETE SUBMITTAL PACKAGE - "26-0437 AS3507 FENCING " WITH CONTRACT # "N40085-26-B-0437" 2. AFTER AWARD: THE CONTRACTOR SHALL FURNISH THE CONTRACTING OFFICER, MATERIAL, AFTER AWARD: THE CONTRACTOR SHALL FURNISH THE CONTRACTING OFFICER, MATERIAL, SPECIFICATIONS FOR SELECTION AND APPROVAL PRIOR TO THE ORDERING AND INSTALLATION OF SAID MATERIALS. 3. THE CONTRACTOR IS REQUIRED TO SUBMIT A SCHEDULE DETAILING WHEN THEY AND OR THE CONTRACTOR IS REQUIRED TO SUBMIT A SCHEDULE DETAILING WHEN THEY AND OR ANY SUBCONTRACTOR WILL BE WORKING. THE SCHEDULE MUST BE APPROVED BY GOVERNMENT BEFORE BEGINNING WORK. 4. THE CONTRACTOR SHALL SUBMIT TO THE CONTRACTING OFFICER, THE MANUFACTURE'S THE CONTRACTOR SHALL SUBMIT TO THE CONTRACTING OFFICER, THE MANUFACTURE'S PRODUCT SPECIFICATIONS, COMPLETE WITH TECHNICAL PRODUCTS DATA FOR ALL OF THE MATERIAL BEING USED IN THIS PROCESS. THE PRODUCT SPECIFICATION SHALL AS A MINIMUM, PROVIDE THE TECHNICAL DETAILS ON THE FOLLOWING ITEMS. 5. SUBMIT: SUBMIT: A. SHOP DRAWINGS. SHOP DRAWINGS. B. INSTALLATION DRAWINGS /SHOP DRAWINGS INSTALLATION DRAWINGS /SHOP DRAWINGS C. PRODUCT DATA PRODUCT DATA C.A. MANUFACTURES TECHNICAL DATA SHEET MANUFACTURES TECHNICAL DATA SHEET C.B. MATERIAL SAFETY DATA SHEETS (MADA) MATERIAL SAFETY DATA SHEETS (MADA) C.C. MAINTENANCE DATA MAINTENANCE DATA D. AS-BUILT DRAWINGS IN ADOBE PDF FORMATS AS-BUILT DRAWINGS IN ADOBE PDF FORMATS 6. QUALIFICATIONS: QUALIFICATIONS: 6.1. FABRICATOR QUALIFICATIONS: MINIMUM OF THREE YEARS DOCUMENTED EXPERIENCE FABRICATOR QUALIFICATIONS: MINIMUM OF THREE YEARS DOCUMENTED EXPERIENCE IN SIMILAR IN SCOPE AND COMPLEXITY TO THIS PROJECT. CURRENTLY CERTIFIED BY THE MANUFACTURER AS ACCEPTABLE FABRICATOR. 6.2. INSTALLER QUALIFICATION: MINIMUM OF THREE YEARS DOCUMENTED INSTALLATION INSTALLER QUALIFICATION: MINIMUM OF THREE YEARS DOCUMENTED INSTALLATION EXPERIENCE FOR PROJECT SIMILAR IN SCOPE AND COMPLEXITY TO THIS PROJECT AND CURRENTLY CERTIFIED BY MANUFACTURER AS AN ACCEPTABLE INSTALLER.

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CANTILEVER GATE DETAIL

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PERSONNEL GATE DETAIL

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SIGNAGE DETAIL

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AS3507 FENCE COMPOUND

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PROJECT# 26M0093CN26M0093CN

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CONTRACT# N40085-26B-0437

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DWG: DANA WHITMORE

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USMC CAMP LEJEUNE

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BLDG # AS3507AS3507

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SHEET OF OF OF

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SPECIFICATION

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CHAIN LINK

AutoCAD SHX Text CHAIN LINK FENCING SPECIFICATIONS: Fencing Products: Shall meet the following minimum specifications. Shall meet the following minimum specifications. 1. FENCING MATERIAL: POST, GATES FRAMES. BRACED RAILS, STRETCHER, FENCING MATERIAL: POST, GATES FRAMES. BRACED RAILS, STRETCHER, : POST, GATES FRAMES. BRACED RAILS, STRETCHER, TRUSS RODS AND TENSION WIRE SHALL BE OF GALVANIZED STEEL. GATE HARDWARE, POST CAPS, STRETCHER BAR BANDS, BOLTS, HARDWARE AND OTHER PARTS SHALL BE STEEL, MALLEABLE IRON OR DUCTILE IRON. ALL FENCING, PIPE, FABRIC AND ACCESSORIES SHALL CONFORM TO THE SPECIFICATION LISTED BELOW UNLESS FURTHER RESTRICTED BY THIS SECTION. A. FEDERAL SPECIFICATION RR-F-191K GENERAL SPECIFICATION FEDERAL SPECIFICATION RR-F-191K GENERAL SPECIFICATION B. FEDERAL SPECIFICATION RR-F-191/1E FABRIC FEDERAL SPECIFICATION RR-F-191/1E FABRIC C. FEDERAL SPECIFICATION RR-F-191/2E GATES FEDERAL SPECIFICATION RR-F-191/2E GATES GATES D. FEDERAL SPECIFICATION RR-F-191/3E POST, RAILS, AND BRACES FEDERAL SPECIFICATION RR-F-191/3E POST, RAILS, AND BRACES E. FEDERAL SPECIFICATION RR-F-191/4E ACCESSORIES FEDERAL SPECIFICATION RR-F-191/4E ACCESSORIES 2. PIPE: DIMENSIONS INDICATED FOR PIPE ARE OUTSIDE DIMENSIONS PIPE: DIMENSIONS INDICATED FOR PIPE ARE OUTSIDE DIMENSIONS DIMENSIONS INDICATED FOR PIPE ARE OUTSIDE DIMENSIONS (ELUSIVE OF COATINGS). ALL POST, BRACES, RAILS AND GATE FRAMING MEMBERS SHALL BE COATED WITH ZINC BY HOT-DIP PROCESS AFTER FABRICATION. THE STRIP STEEL USED IN THE MANUFACTURE OF PIPE SHALL CONFORM TO EITHER ASTM A-120(SCHEDULE 40) OR ASTM A-569 (SS 40 BY ALLIED TUBE AND CONDUIT CORP. OR EQUAL). PIPE CONFORMING TO ASTM A-120 SHALL RECEIVED NOT LESS THAN.18 OUNCES PER SQUARE FOOT OF ZINC COATING. PIPE CONFORMING TO ASTNA-596 SHALL BE TRIPLE COATED WITH A MINIMUM OF 0.9 OUNCES PER SQUARE FOOT OF ZINC, 15 MICROGRAMS PER SQUARE INCH OF CHROMATE AND 0.3 MILS OF POLYURETHANE FINISH. PIPE SHALL BE STRAIGHT OR HAVE AN INSTALLED DEFLECTION NOT GREATER THAN " PER SPAN OR POST. 12" PER SPAN OR POST. 3. FABRIC: FABRIC SHALL BE COMPOSED OF NO. 9 GAUGE WIRE WOVEN IN A FABRIC: FABRIC SHALL BE COMPOSED OF NO. 9 GAUGE WIRE WOVEN IN A FABRIC SHALL BE COMPOSED OF NO. 9 GAUGE WIRE WOVEN IN A 2 INCH MESH GALVANIZED BY HOT DIP PROCESS. TOP AND BOTTOM SELVAGE SHALL HAVE A TWISTED AND BARBED FINISH AT ALL LOCATIONS. FENCE SHALL BE ONE-PIECE FABRIC WIDTH. 4. FABRIC HEIGHT: 7 FEET IN HEIGHT FABRIC HEIGHT: 7 FEET IN HEIGHT : 7 FEET IN HEIGHT 5. TOP RAIL: N/A TOP RAIL: N/A N/A 6. BOTTOM RAIL: N/A BOTTOM RAIL: N/A : N/A 7. LINE POST: 2.375" O.D. STEEL PIPE, 3.65LBS. PER LINER FOOT. LINE POST: 2.375" O.D. STEEL PIPE, 3.65LBS. PER LINER FOOT. : 2.375" O.D. STEEL PIPE, 3.65LBS. PER LINER FOOT. 8. TERMINAL POST: ANGLES, CORNERS, ENDS AND PULL POST SHALL BE TERMINAL POST: ANGLES, CORNERS, ENDS AND PULL POST SHALL BE : ANGLES, CORNERS, ENDS AND PULL POST SHALL BE NOMINAL 2-1/2 INCH. 2.875" O.D. STEEL PIPE FOR FABRIC HEIGHT UP TO 8 FEET AND NOMINAL 3-1/2, 4 INCH O.D. FOR FABRIC HEIGHT OVER 8FEET TO 16 FEET OR LESS. 9. GATE POST: GATE POST: : A. SWING GATE POST: FURNISH POST FOR SUPPORTING SINGLE GATE OR SWING GATE POST: FURNISH POST FOR SUPPORTING SINGLE GATE OR LEAF OF A DOUBLE GATE INSTALLATION FOR NOMINAL GATE WIDTHS AS FOLLOW:

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FOR GATE FABRIC HEIGHT OVER 6 FT.

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4.00 O.D. Pipe

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10. POST BRACE ASSEMBLY: MANUFACTURER'S STANDARD POST BRACE ASSEMBLY: MANUFACTURER'S STANDARD MANUFACTURER'S STANDARD ADJUSTABLE BRACE AT END AND GATE POSTS AND AT BOTH SIDES OF CORNER AND PULL POST WITH HORIZONTAL BRACES LOCATED AT MID-HEIGHT OF FABRIC. USE MINIMUM 1.66" O.D. PIPE, 2.27 LBS. PER LINEAR FT. FOR BRACE AND TRUSS TO LINE POST WITH NOT LESS THAN " DIAMETER ROD AND 516" DIAMETER ROD AND ADJUSTABLE TIGHTENING. 11. TENSION WIRE: 7 GAUGE, COATED COIL SPRING WIRE, METAL TENSION WIRE: 7 GAUGE, COATED COIL SPRING WIRE, METAL AND FINISH TO MATCH FABRIC, TOP AND BOTTOM. 12. WIRE TIES: 9 GAUGE GALVANIZED STEEL (NOT ALUMINUM). WIRE TIES: 9 GAUGE GALVANIZED STEEL (NOT ALUMINUM). 9 GAUGE GALVANIZED STEEL (NOT ALUMINUM). 13. POST TOPS: POST TOPS SHALL BE WEATHER TIGHT CLOSURE POST TOPS: POST TOPS SHALL BE WEATHER TIGHT CLOSURE POST TOPS SHALL BE WEATHER TIGHT CLOSURE CAPS, TOP CAPS OR BARB-WIRE EXTENSION ARMS. EXTENSION ARMS ARE TO BE PRESSED STEEL GALVANIZED TO ACCOMMODATE 3 STRANDS OF BARB-WIRE, SINGLE SLOPED TO 45 DEGREES OR WHEN SPECIFIED TO ACCOMMODATE 6 STRANDS OF BARB-WIRE, DOUBLE ARM "Y" CONFIGURATION. 14. STRETCHER BARS: ONE-PIECE LENGTHS NOT LESS THAN 2 STRETCHER BARS: ONE-PIECE LENGTHS NOT LESS THAN 2 ONE-PIECE LENGTHS NOT LESS THAN 2 INCHES SHORTER THAN FABRIC HEIGHT WITH MINIMUM CROSS-SECTION OF " X ". PROVIDE ONE STRETCHER BAR 316" X ". PROVIDE ONE STRETCHER BAR 34". PROVIDE ONE STRETCHER BAR FOR EACH GATE AND END POST AND TWO FOR EACH CORNER AND PULL POST. 15. BANDS: GALVANIZED STEEL BANDS FOR ATTACHING THE BANDS: GALVANIZED STEEL BANDS FOR ATTACHING THE : GALVANIZED STEEL BANDS FOR ATTACHING THE FABRIC TO TERMINAL POST AT INTERVALS NOT TO EXCEEDING 15" ON CENTER. TENSION BANDS SHALL BE AT LEAST 0.078 INCH THICK BY " WIDE. ATTACHMENT BOLTS SHALL BE " X 34" WIDE. ATTACHMENT BOLTS SHALL BE " X 516" X 1 " GALVANIZED CARRIAGE BOLTS WITH NUTS. 14" GALVANIZED CARRIAGE BOLTS WITH NUTS. 16. BARBED WIRE: ALL BARBED WIRE SHALL CONSIST OF TWO BARBED WIRE: ALL BARBED WIRE SHALL CONSIST OF TWO ALL BARBED WIRE SHALL CONSIST OF TWO STRANDS OF WIRE WITH 4 POINT BARBS SPACED NOT MORE THAN 5 INCHES APART. GALVANIZED STEEL SHALL BE USED THROUGHOUT THE PROJECT. 17. DOUBLE GATES: FABRICATE PERIMETER FRAMES OF GATES DOUBLE GATES: FABRICATE PERIMETER FRAMES OF GATES FABRICATE PERIMETER FRAMES OF GATES FROM METAL AND FINISH TO MATCH FENCE FRAMEWORK. ASSEMBLE GATE FRAMES BY WELDING. PROVIDE HORIZONTAL AND VERTICAL MEMBERS TO ENSURE PROPER GATE OPERATION AND ATTACHMENT OF FABRIC, HARDWARE AND ACCESSORIES. GATE FRAMES SHALL BE MADE OF1.9" O.D. STEEL PIPE, OUTER FRAME WITH 1.66" O.D. STEEL PIPE. USED FOR INTERNAL BRACING. (CONT. NEXT PAGE)

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AS3507 FENCING

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PROJECT# 26M0093CN26M0093CN

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CONTRACT# N40085-26B-0437

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DWG: DANA WHITMORE

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USMC CAMP LEJEUNE

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BLDG # AS3507AS3507

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SHEET OF OF OF

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SPECIFICATION

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INSTALLATION

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17. CONT. CONT. GATES ARE TO BE COVERED WITH FABRIC SAME AS FENCE. INSTALL FABRIC WITH STRETCHER BARS AT VERTICAL EDGES. ATTACH STRETCHER BARS TO GATE FRAME AT NOT MORE THEN 15" ON CENTER. GATES SHALL BE PROVIDED COMPLETE WITH MALLEABLE OR PRESSED STEEL HINGES, CATCH AND STOP. HINGES SHALL PERMIT THE GATES TO SWING A FULL 180 DEGREES. INSTALL DIAGONAL CROSS BRACING CONSISTING OF " 516" DIAMETER ADJUSTMENT LENGTH TRUSS RODS ON GATES TO ENSURE FRAME RIGIDITY WITHOUT SAG OR TWIST. PROVIDE GATE STOPS FOR DOUBLE GATES, SET IN CONCRETE AND DESIGNED TO ENGAGE CENTER DROP ROD OR PLUNGER BAR. INCLUDE LOCKING DEVICE AND PADLOCK EYES AS INTEGRAL PART OF LATCH, PERMITTING BOTH GATES LEAVES TO BE LOCKED WITH SINGLE PADLOCK. A COMMERCIAL STRONG ARM DOUBLE DRIVE GATE LATCH THAT ELIMINATES THE NEED FOR A DROP ROD OR CENTER STOP MAY ALSO BE USED. 18. KEEPER: PROVIDE KEEPER FOR DOUBLE GATES, WHICH KEEPER: PROVIDE KEEPER FOR DOUBLE GATES, WHICH PROVIDE KEEPER FOR DOUBLE GATES, WHICH AUTOMATICALLY ENGAGES GATE LEAF AND HOLDS IT OPEN POSITION UNTIL MANUALLY RELEASED. 19. PRIVACY SLATS: N/A. PRIVACY SLATS: N/A. : N/A. FENCE INSTALLATION REQUIREMENTS: 1. ERECTION: THE FENCE ERECTION, INCLUDING ALL CONNECTIONS, ERECTION: THE FENCE ERECTION, INCLUDING ALL CONNECTIONS, : THE FENCE ERECTION, INCLUDING ALL CONNECTIONS, SHALL BE MADE IN ACCORDANCE WITH ASTM F 567 STANDARD PRACTICE FOR INSTALLATION OF CHAIN LINK FENCE, UNLESS OTHERWISE INDICATED. 2. FABRIC: PULL FABRIC TAUGHT AND TIE TO POST, RAILS AND FABRIC: PULL FABRIC TAUGHT AND TIE TO POST, RAILS AND PULL FABRIC TAUGHT AND TIE TO POST, RAILS AND TENSION WIRES. INSTALL FABRIC ON SECURITY SIDE OF FENCE AND ANCHOR TO FRAMEWORK. 3. BRACING: ALL END, PULL AND CORNER POST SHALL BE SUITABLY BRACING: ALL END, PULL AND CORNER POST SHALL BE SUITABLY ALL END, PULL AND CORNER POST SHALL BE SUITABLY BRACED WITH PIPE SET IN HORIZONTAL POSITION WITH ADJUSTABLE TRUSS BRACE BETWEEN TERMINAL AND FIRST LINE POST, COMPLETE WITH ALL FITTINGS. 4. POST SPACING AND SETTING: SEE TABLE 2 FOR SPACING. ALL POST SPACING AND SETTING: SEE TABLE 2 FOR SPACING. ALL SEE TABLE 2 FOR SPACING. ALL POST SHALL BE SET IN CONCRETE FOUNDATION TO A DEPTH OF NOT LESS THAN 36" INCHES. CONCRETE FOUNDATION SHALL BE CIRCULAR IN HORIZONTAL SECTION, NOT LESS THAN 10 INCHES IN DIAMETER FOR LINE POST. CONCRETE SHALL BE DOME SHAPED TO ALLOW WATER RUN-OFF. CONCRETE SHALL BE PLACED SO THAT 6" INCHES OF CONCRETE IS BELOW THE BOTTOM OF PIPE. 5. TENSION WIRE: INSTALL TENSION WIRES BEFORE STRETCHING TENSION WIRE: INSTALL TENSION WIRES BEFORE STRETCHING : INSTALL TENSION WIRES BEFORE STRETCHING FABRIC. FASTEN FABRIC TO TENSION WIRE USING HOG RINGS SPACED 24" ON CENTER. WHEN TOP RAIL IS OMITTED, TENSION WIRE SHALL BE INSTALLED ON THE TOP AND BOTTOM OF FENCE.

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TABLE 2-1:

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POST SPACING AND PLACEMENT

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LINE POST

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PULL POST

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CORNER POST

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AT EACH CHANGE IN DIRECTION EXCEEDING 15 DEGREE HORIZONTALLY

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TABLE 3-1:

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GATE POST CONCRETE FOUNDATIONS

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STEEL POST DIAMETER

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FOUNDATION HOLE DIAMETER

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GATE LEAF LENGTH

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AutoCAD SHX Text 0-6' (0-1.8m)

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AutoCAD SHX Text 24" (609.6mm)

AutoCAD SHX Text 6-12' (1.8-3.7m)

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6. TOP RAIL: N/A TOP RAIL: N/A : N/A 7. BOTTOM RAIL: N/A BOTTOM RAIL: N/A : N/A 8. TIE WIRES: TIE FABRIC TO LINE POSTS, WITH WIRE TIES SPACED TIE WIRES: TIE FABRIC TO LINE POSTS, WITH WIRE TIES SPACED 12" ON CENTER. TIE FABRIC TO RAILS AND BRACE, WITH TIES SPACED 24" ON CENTER. 9. FASTENERS: INSTALL NUTS FOR TENSION BANDS AND HARDWARE ON FASTENERS: INSTALL NUTS FOR TENSION BANDS AND HARDWARE ON : INSTALL NUTS FOR TENSION BANDS AND HARDWARE ON THE SIDE OF FENCE OPPOSITE FABRIC SIDE.ALL FASTENING AND HINGE HARDWARE SHALL BE SECURED IN PLACE BY PEENING OR WELDING TO ALLOW PROPER OPERATION OF COMPONENTS, BUT PREVENT DISASSEMBLY OF FENCING OR REMOVAL OF GATES. 10. BARBED WIRE: BARBED WIRE ALONG TOP OF CHAIN LINK FENCE BARBED WIRE: BARBED WIRE ALONG TOP OF CHAIN LINK FENCE BARBED WIRE ALONG TOP OF CHAIN LINK FENCE SHALL BE EVENLY SPACED ON SUPPORT ARMS OF 12" TO 18" LENGTHS AND SET AT 45 DEGREE FROM THE HORIZONTAL. SUPPORT ARMS SHALL BE PERMANENTLY AFFIXED TO THE TOP OF FENCE POST. 11. GATES: INSTALL GATES PLUMB, LEVEL AND SECURE FOR FULL GATES: INSTALL GATES PLUMB, LEVEL AND SECURE FOR FULL INSTALL GATES PLUMB, LEVEL AND SECURE FOR FULL OPENING WITHOUT INTERFERENCE. INSTALL GROUND SET ITEMS IN CONCRETE FOR ANCHORAGE. ADJUST HARDWARE FOR SMOOTH OPERATION AND LUBRICATE WHERE NECESSARY. 12. CLEARANCE: VERTICAL POST SHALL NOT EXCEED 6 INCHES OPEN CLEARANCE: VERTICAL POST SHALL NOT EXCEED 6 INCHES OPEN VERTICAL POST SHALL NOT EXCEED 6 INCHES OPEN SPACE TO THE ADJACENT POST. GATES IN THE CLOSED POSITION SHALL HAVE VERTICAL CLEARANCES NOT GREATER THAN 2 INCHES AND HORIZONTAL CLEARANCE NOT GREATER THAN 2 INCHES. 13. THE AREA OF INSTALLATION: SHALL BE LEFT NEAT AND FREE OF THE AREA OF INSTALLATION: SHALL BE LEFT NEAT AND FREE OF SHALL BE LEFT NEAT AND FREE OF ANY DEBRIS CAUSED BY ERECTION OF FENCE. ALL GROUNDS DISTURBED BY THE CONTRACTOR SHALL BE REPAIRED BY FILLING WITH CLEAN TOPSOIL. RAKING AND SEEDING WITH COASTAL LAWN MIX, APPLIED AT A RATE OF 50 POUNDS / ACRE. THE DISTURBED AREAS INCLUDE BUT ARE NOT LIMITED TO RUTS, HOLES, GOUGES, SCRAPES, SCRATCHES AND TIRE TRACKS. (CONT. NEXT PAGE)

AS3507 FENCING

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PROJECT# 26M0093CN26M0093CN

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CONTRACT# N40085-26B-0437

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DWG: DANA WHITMORE

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USMC CAMP LEJEUNE

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BLDG # AS3507AS3507

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SHEET OF OF OF

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SPECIFICATION

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GRADING

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14. DRAINAGE CROSSING, OPENINGS OR OTHER DEPRESSIONS: WHERE SECURITY DRAINAGE CROSSING, OPENINGS OR OTHER DEPRESSIONS: WHERE SECURITY OPENINGS OR OTHER DEPRESSIONS: WHERE SECURITY FENCE MUST CROSS DRAINAGE DITCHES OR SWALES THE MAIN FENCE MAY BE CARRIED ACROSS A DITCH OR SWALES WITH ADDITIONAL FENCE ADDED BELOW. THE FENCE ADDED BELOW MUST BE ATTACHED EVERY 2 INCHES ALONG THE INTERSECTION OF THE TWO SECTIONS AND ATTACHED TO A SERIES OF GROUND STAKES SECURED TO THE SIDES AND BOTTOM OF DITCH. ADDITIONAL PANELS AT DEPRESSIONS: WHERE OPENINGS IN THE FENCE ARE GREATER THAN 2 INCHES IN HEIGHT BENEATH THE BOTTOM LINE OF THE FENCE THE CONTRACTOR SHALL PROVIDE ADDITIONAL PANELS OF FENCE FABRIC, BARBED WIRE, BOTTOM RAIL OR COMBINATIONS OF BETWEEN LINE POST ACROSS THE OPENING SO NO BOTTOM EXCEED 2 INCHES. 15. GRADE: GRADE: 15.1. CONTRACTOR SHALL PATCH, FILL ALL CONCRETE, ASPHALT, DIRT, CONTRACTOR SHALL PATCH, FILL ALL CONCRETE, ASPHALT, DIRT, GRASS, TREES, SHRUBS, EXISTING FENCING DISTURBED WITH THIS CONTRACT. 15.2. FILL DIRT SHALL BE CLEAN TOP SOIL FILL DIRT SHALL BE CLEAN TOP SOIL 15.3. GRASS SEED SHALL BE APPLIED TO DISTURB AREAS. GRASS SEED SHALL BE APPLIED TO DISTURB AREAS. 15.4. BOTTOM OF FENCING SHALL BE NO MORE THEN 2' GROUND SURFACE BOTTOM OF FENCING SHALL BE NO MORE THEN 2' GROUND SURFACE 2' GROUND SURFACE TO BOTTOM OF FENCING FABRIC. . 16. THE FENCE LINE MAY BE MOVED IN OR OUT SLIGHTLY TO ACCOMMODATE THE FENCE LINE MAY BE MOVED IN OR OUT SLIGHTLY TO ACCOMMODATE INSTALLATION FOR MAXIMUM SECURITY ONLY. 17. SECURITY SHALL BE MAINTAINED THROUGHOUT CONSTRUCTION. SECURITY SHALL BE MAINTAINED THROUGHOUT CONSTRUCTION. 17.1. EMENDING AND GATE OPENING SHALL BE SECURED AT THE END OF EMENDING AND GATE OPENING SHALL BE SECURED AT THE END OF WORKDAYS. 18. SPEED BUMP: SPEED BUMP: : 18.1. ROADWAY HEAVY RUBBER ROADWAY HEAVY RUBBER 18.2. 3' PROFILE OR SMALLER, EACH GATE HAS OWN MEASUREMENT AND 3' PROFILE OR SMALLER, EACH GATE HAS OWN MEASUREMENT AND NEED. 18.3. 3' SECTION ARE LARGER 3' SECTION ARE LARGER 18.4. 74,000 LBS. 74,000 LBS. 18.5. YELLOW SAFETY STRIPES. YELLOW SAFETY STRIPES. 19. CLEARING FENCE LINE CLEARING FENCE LINE 19.1. CLEAR 10 FEET BOTH SIDES OF FENCE LINE CLEAR 10 FEET BOTH SIDES OF FENCE LINE 19.2. CUT CLOSE TO GROUND LEVEL AS POSSIBLE. CUT CLOSE TO GROUND LEVEL AS POSSIBLE. 19.3. LARGE TREES: LARGE TREES: 19.3.1. SHALL BE CUT AND HAULED TO LANDFILL SHALL BE CUT AND HAULED TO LANDFILL 19.4 FENCE LINE SHALL BE MOWED AND MULCHED 19.3.1.1. MULCHED TO BE LEFT ON SITE.MULCHED TO BE LEFT ON SITE.

GENERAL NOTES: 1. CONTRACTOR SHALL LOCATE ALL UNDERGROUND UTILITIES CONTRACTOR SHALL LOCATE ALL UNDERGROUND UTILITIES PRIOR TO GROUND DISTURBING ACTIVITIES. 2. CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ACTIVITIES WITH ROICC. 3. DEMO AND REPLACE EXISTING FENCE ENCOMPASSING DEMO AND REPLACE EXISTING FENCE ENCOMPASSING COMPOUNDS OR PER SCOPE OF WORK PER PAGE. 4. NEW FENCE IS TO BE 7' HD GALVANIZED NEW FENCE IS TO BE 7' HD GALVANIZED CHAIN-LINK(SECURITY GRADE) WITH ONE FOOT GUARD CONSISTING OF BARB WIRE. 5. CONTRACTOR SHALL ESTABLISH 20' CLEAR ZONE AROUND CONTRACTOR SHALL ESTABLISH 20' CLEAR ZONE AROUND FENCE LINE. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL NECESSARY TO SAFELY CONDUCT CONSTRUCTION ACTIVITIES. SURROUNDING BUILDING WILL REMAIN IN OPERATIONS DURING THE ENTIRE CONSTRUCTION PERIOD. THE CONTRACTOR SHALL CONDUCT OPERATIONS SO AS TO CAUSE THE LEAST POSSIBLE INTERFERENCE WITH NORMAL OPERATIONS AND ALLOW ACCESS TO PARKING LOTS TO MAXIMUM EXTENT POSSIBLE. CONTRACTOR SHALL COORDINATE TRAFFIC CONTROL WITH BASE PMO(451-8381 THROUGH ROICC. 7. SEED ANY DISTURBED AREAS IN ACCORDANCE WITH BASE SEED ANY DISTURBED AREAS IN ACCORDANCE WITH BASE SEEDING SCHEDULE UPON COMPLETION OF CONSTRUCTION. 8. NO SECTION 404 WETLANDS WITHIN PROJECT BOUNDARIES.NO SECTION 404 WETLANDS WITHIN PROJECT BOUNDARIES.

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PROJECT# 26M0093CN26M0093CN

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CONTRACT# N40085-26B-0437

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DWG: DANA WHITMORE

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USMC CAMP LEJEUNE

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BLDG # AS3507AS3507

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SHEET OF OF OF

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SPECIFICATION

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MULCHING

AutoCAD SHX Text MULCHING: 1. CONTRACTOR SHALL LOCATE ALL UTILITIES PRIOR TO ANY CONTRACTOR SHALL LOCATE ALL UTILITIES PRIOR TO ANY EXCAVATION ACTIVITIES IN WORK AREAS. CAUTION SHALL BE TAKEN WHEN WORKING AROUND EXISTING UTILITIES. CONTRACTOR IS RESPONSIBLE TO REPAIR ANY DAMAGE TO EXISTING UTILITIES. 1. ANY DAMAGE CAUSED BY CONTRACTOR, SUCH AS RUTS OR BROKEN ANY DAMAGE CAUSED BY CONTRACTOR, SUCH AS RUTS OR BROKEN GROUND CAUSED BY EQUIPMENT SHALL BE REPAIRED. ALL RUTS WITH DEPTH GREATER THAN 1 INCH MUST BE LEVELED. ANY DESTRUCTION OF GRASS IN MAINTAINED AREA BY CONTRACTOR GREATER THAN 2 SQUARE FEET MUST BE ADDRESSED. SOD WILL SUFFICE IN ALL AREAS LESS THAN 100 SQUARE FEET. DISTURBED AREAS GREATER THAN 100 SQUARE FEET WILL REQUIRE SOD. 2. REMOVE ALL DOWN OR DAMAGED TREES TO INCLUDE HANGERS, REMOVE ALL DOWN OR DAMAGED TREES TO INCLUDE HANGERS, LEADERS AND STANDING DEADWOOD THAT MAY CAUSE HARM TO PERSONNEL OR IMPEDE GROUND MAINTENANCE, IF LEFT TO RUN THEIR NATURAL COURSE. 3. FOR STUMPS NOT IN FENCE LINE AND WITH ROOT BALL NOT FOR STUMPS NOT IN FENCE LINE AND WITH ROOT BALL NOT BREAKING THE GROUND SURFACE, THE CONTRACTOR SHALL CUT AND OR GRIND THE STUMP TO A HEIGHT NOT GREATER THAN 3 INCHES. 4. ALL DOWN AND DAMAGED TREES SUCH AS HANGERS, LEANER'S AND ALL DOWN AND DAMAGED TREES SUCH AS HANGERS, LEANER'S AND STANDING DEADWOOD OR LIVE THAT ARE WITHIN THE FENCE LINE BUT POSE A POTENTIAL IMPACT TO MAINTAINED AREAS OF THE FENCE LINE MUST BE REMOVED. 4.1. MULCH THE DEBRIS SUCH THAT THE DISCHARGE MULCH IS NO MULCH THE DEBRIS SUCH THAT THE DISCHARGE MULCH IS NO GREATER THAN 216 CUBIC INCHES IN SIZE (6"X6"X6"). THE MULCH SHALL BE DISCHARGED AWAY FROM THE FENCE LINE AT A DISTANCE GREATER THAN 5 FEET FROM EDGE OF THE FENCE LINE AND DISTRIBUTED IN SUCH A WAY THAT NO PILES ARE GREATER THAN 6 INCHES HIGH AND ARE NOT OF NO IMPACT TO FENCE LINE. THIS WILL BE THE MOST PREFERRED METHOD OF DISPOSAL IN FENCE AREAS. 5. ENSURE ALL WORK AREAS ARE RETURNED TO PRE-CONDITION. THE ENSURE ALL WORK AREAS ARE RETURNED TO PRE-CONDITION. THE CONTRACTOR IS TO MINIMIZE DAMAGE TO GRASS. IF GRASS IS DAMAGED IN AREAS DURING THE EXECUTION OF THIS CONTRACT BY THE CONTRACTOR THE DAMAGED AREAS SHALL BE REPAIRED BY FILLING WITH CLEAN TOPSOIL, GRADING, COMPACTING AND INSTALLING SOD. THESE DISTURBED AREAS INCLUDE BUT ARE NOT LIMITED TO RUTS, HOLES, GOUGES, SCRAPES. SCRATCHES AND TIRE TRACKS. ALL SEAMS ON NEWLY LAID SOD MUST BE STAGGERED AND MATCH SURROUNDING GRADE. THE CONTRACTOR SHALL WATER ALL NEWLY SOD AREAS DAILY FOR 30 DAYS. BIO-DEGRADEBLE TURF STAPLES SHALL BE UTILIZED IN SLOPE AREAS.

7. IF DAMAGE OCCURS IN WORK AREAS, CONTRACTOR WILL BE IF DAMAGE OCCURS IN WORK AREAS, CONTRACTOR WILL BE REQUIRED TO REPAIR ALL DAMAGED AREAS WITH CLEAN TOPSOIL, RACKING, RE-SEEDING, GRADING AND COMPACTING. SEED WITH COASTAL LAWN MIX SHALL BE APPLIED AT A RATE OF 50 POUNDS/ACRE. THESE NEWLY SEEDED AREAS SHALL BE COVERED WITH STRAW OR MATTING WITH BIO-DEGRADABLE TURF STAPLES. THESE DISTURBED AREA INCLUDE BUT ARE NOT LIMITED TO RUTS, HOLES, GOUGES, SCRAPES, SCRATCHES AND TIRE TRACKS. THE CONTRACTOR WILL BE REQUIRED TO WATER ALL NEWLY SEEDED AREAS FOR 30 DAYS. 8. THE CONTRACTOR IS RESPONSIBLE FOR HAULING ALL GENERATED THE CONTRACTOR IS RESPONSIBLE FOR HAULING ALL GENERATED DEBRIS (NOT INCLUDING MULCH) FROM THIS CONTRACT TO THE BASE LAND FILL. ALL VEGETATION SHALL BE BE UNLOADED AT BASE LAND FILL. ALL OTHER DEBRIS: CONCRETE, FENCING, POLES, BARB WIRE AND TRASH OF ANY KIND SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DISPOSAL OF SAID DEBRIS. 9. THE CONTRACTOR SHALL MULCH ALL LIVE VEGETATION AND THE CONTRACTOR SHALL MULCH ALL LIVE VEGETATION AND ORGANIC DEBRIS(TREE, BRANCHES, STUMPS, ROOTS, GRASS AND UNDERBRUSH) 15 FEET OUT FROM THE FENCE CENTERLINE TO A HEIGHT OF 20 FEET ABOVE THE GROUND ON BOTH SIDE OF THE CENTER LINE OF THE FENCE.

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PROJECT# 26M0093CN26M0093CN

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CONTRACT# N40085-26B-0437

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DWG: DANA WHITMORE

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USMC CAMP LEJEUNE

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BLDG # AS3507AS3507

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SHEET OF OF OF

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SPECIFICATION

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WORK ZONE

AutoCAD SHX Text WORK ZONE: "WORK ZONE" IS DEFINED AS: STARTING AT THE FENCE CENTERLINE EXTENDING OUTWARD ON BOTH SIDES, NO LESS THAN 15 FEET (WHERE PERMITTED) ANY DITCH OF THE ROAD AND TO A HEIGHT OF 20 FEET. NOTE: A PRECISE MEASUREMENT/IDENTIFICATION OF FENCE A PRECISE MEASUREMENT/IDENTIFICATION OF FENCE CENTER LINE IS NOT REQUIRED. AN APPROXIMATION +/- 1FT. WILL SUFFICE. 1FT. WILL SUFFICE. THE CONTRACTOR SHALL CLEAR THE WORK ZONE, INCLUDING THE DRAINAGE DITCHES, BY MULCHING ALL VEGETATION ON BOTH SIDES OF THE FENCE, AS SPECIFIED ABOVE, WHILE WORKING FROM THE FENCE LINE SURFACE DUE TO PERSISTENTLY WET CONDITIONS ENCOUNTERED OFF THE IMPROVED SURFACES. THEREFORE IT IS REQUIRED THAT MULCHING EQUIPMENT BE MOUNTED AND OPERATED FROM EQUIPMENT CAPABLE OF REACHING OUT THE REQUIRED 15 FEET FROM THE CENTER LINE AND 20 FEET HIGH. EXAMPLE: MULCHING HEAD MOUNTED AND OPERATED FROM AN EXCAVATOR. THE CONTRACTOR SHALL PERFORM THE FOLLOWING INSIDE THE WORK ZONE: 1. MULCH ALL STANDING TREES DOWN TO A HEIGHT LESS THAN MULCH ALL STANDING TREES DOWN TO A HEIGHT LESS THAN 3 INCHES THAT ARE ALIVE OR DEAD. 2. MULCH ALL TREES THAT ARE LYING ON THE GROUND OF ANY MULCH ALL TREES THAT ARE LYING ON THE GROUND OF ANY DIAMETER UNTIL THEY ARE GONE. 3. MULCH UNTIL GONE, ALL LOGS, LIMBS OR BRANCHES RESTING MULCH UNTIL GONE, ALL LOGS, LIMBS OR BRANCHES RESTING ON THE GROUND. 4. CONTRACTOR SHALL MAKE EVERY EFFORT WHEN MULCHING TO CONTRACTOR SHALL MAKE EVERY EFFORT WHEN MULCHING TO SEND THE MULCH INTO THE WOODS AWAY FROM THE FENCE OR DITCHES. 5. CONTRACTOR SHALL MULCH / CUT BACK VEGETATION AT CONTRACTOR SHALL MULCH / CUT BACK VEGETATION AT FENCING INTERSECTIONS TO PROVIDE A CLEAR LINE OF SIGHT TO ON COMING TRAFFIC FROM ALL DIRECTIONS. 6. CONTRACTOR SHALL MULCH OR CUT ALL VEGETATION TO A CONTRACTOR SHALL MULCH OR CUT ALL VEGETATION TO A HEIGHT LESS THAN 3 INCHES SO THAT FUTURE MAINTENANCE CAN BE ACCOMPLISHED USING BRUSH MOWING EQUIPMENT.

7. CONTRACTOR SHALL MULCH OR CUT ANY LIMBS OR VEGETATION TO A CONTRACTOR SHALL MULCH OR CUT ANY LIMBS OR VEGETATION TO A VERTICAL HEIGHT OF NO LESS THAN 20 FEET FROM THE GROUND. 8. UPON COMPLETION OF MULCHING AND CUTTING EACH SECTION OF UPON COMPLETION OF MULCHING AND CUTTING EACH SECTION OF FENCE ANY ORGANIC MATERIAL INCLUDING MULCH, CUTTINGS, STICKS, LEAVES, ECT. THAT IS ON THE ROADS SHALL BE REMOVED BY RAKING, SWEEPING, AIR BLOWER OR OTHER MEANS. 9. CONTRACTOR SHALL REPAIR ANY DAMAGE TO THE ROADS OR DITCHES CONTRACTOR SHALL REPAIR ANY DAMAGE TO THE ROADS OR DITCHES CAUSED BY THE EQUIPMENT. 10. ALL CREWS AND TEAMS WORKING IN WOODED AREAS MUST WAR ALL CREWS AND TEAMS WORKING IN WOODED AREAS MUST WAR ORANGE REFLECTIVE VEST AND HARD HATS DUE TO HUNTING. ALL NORTH CAROLINA STATUTES, NEC, OSHA SAFETY CODES, MCO P5090.2A, UFC 4-510-01, AND U.S. ARMY CORPS OF ENGINEER'S SAFETY AND HEALTH REQUIREMENTS MANUAL, EM 385-1-1 SHALL BE STRICTLY ENFORCED.

RESTRICTED AREA

WARNING

PERSONEL ONLY

AUTHORIZED

KEEP OUT

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WIRE

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TIES

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3 STRAND-4 POINT

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BARBED WIRE

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TENSION WIRE

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3/8" MINIMUM

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TRUSS ROD

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BRACE

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CHAIN LINK

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FABRIC

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CORNER POST

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LINE POST

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TENSION WIRE

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2 SETS

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Y-BRACKET

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SEE DETAIL THIS SHEET

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3-STRAND - 4 POINT

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BARBED WIRE

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GRADE

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BARBED WIRE

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3 STRAND-4 POINT

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SEE DETAIL, THIS SHEET

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ZINC COATED CHAIN LINK FABRIC

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RESTRICTED AREA SIGN

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%%USWELL SECTION

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SEE NOTES

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SEE NOTES

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INSTALL BRACE IN DICH LINE

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8" OC * FROM BOTTOM

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TENSION WIRE

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AS3507 FENCING

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PROJECT# 26M0093CN26M0093CN

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CONTRACT# N40085-26B-0437

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DWG: DANA WHITMORE

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USMC CAMP LEJEUNE

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BLDG # AS3507AS3507

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SHEET OF OF OF

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DETAIL FENCING

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GRADE

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NEW GATE POST

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TYPICAL OF 3

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CATCHER

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7'-0" GATE HEIGHT

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8'-6" POST HEIGHT

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SECTION

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VIEW

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CLEAR OPENING WIDTH-AS INDICATED

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3-STRAND BARBED

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WIRE AND ARMS

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OVERALL GATE LENGTH

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COUNTERBALANCE LENGTH

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GATE BOTTOM RAIL 2' MINIMUM CLEARANCE

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GATE ASSEMBLY

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CATCHER

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COMPANION

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CONTRACT# N40085-26B-0437

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DWG: DANA WHITMORE

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USMC CAMP LEJEUNE

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BLDG # AS3507AS3507

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SHEET OF OF OF

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CANTILEVER GATE

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BALL CAP

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GATE LATCH

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GATE POST

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BARBED WIRE

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3 STRAND

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OPENING WIDTH AS 40" ON PLANS

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AS3507 FENCING

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CONTRACT# N40085-26B-0437

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DWG: DANA WHITMORE

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USMC CAMP LEJEUNE

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PERSONNEL GATE

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ELEVATION

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CAP

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POST

CONCRETE

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AS3507 FENCING

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CONTRACT# N40085-26B-0437

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SIGNAGE

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SIGNS SIGNS Perimeter barriers of all restricted areas(including buildings at primary entry points) will be posted with signs measuring approximately twelve inches by eighteen inches in size with proportionate lettering. Sign will read as follows: WARNING RESTRICTED AREA KEEP OUT AUTHORIZED PERSONNEL ONLY 1. All words except "WARNING" will be black All words except "WARNING" will be black lettering 2. The word "WARNING" will be red lettering The word "WARNING" will be red lettering 3. All words will be on white background to All words will be on white background to obtain maximum color contrast. 4. PLACED 100FT APART OR ONE ON EACH SIDE.PLACED 100FT APART OR ONE ON EACH SIDE.

OSPREY POND

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MAT 5

MAT 7

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DELTA

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CHARLIE

ECHO

ALPHA

FUEL PITS

FOXTROT

BRAVO

ALPHA EAST

JULIET

MAT 840

ARM/DEARM

Parking

5/23 OVERRUN

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SAS890L1

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G640

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SAS4350

SG915

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AS4013F

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TC1500

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SM1A

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TC1006

TC754

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TC1142

TC1026

AS813

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AS812

TC1143

TC1005

TC1003

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TC1162

TC1069

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AS604

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TC1066

AS187

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AS3004

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AS903

AS112

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AS4502

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AS116

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AS4525

AS5019

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AS170

AS182

AS849

SAS4306

AS4568

AS4503

AS4517

AS4507

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AS4559

AS160

AS4008

AS4310

AS4126

G773

AS148

AS4165

AS330

AS4230

SAS4140

AS3504

SAS113

AS1169

AS4138

AS4061

AS1212

AS257

AS831

AS1082

AS1177

AS1009

AS4311

AS1109

AS1105

AS1172

AS1208

AS1108

AS4518

AS4516

AS1226

AS1259

AS1319

AS1147

AS1106

AS4562

AS4534

AS4526

AS4522

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AS1194

AS1158

AS1126

AS1156

AS4541

AS4557

AS1229

AS1060

AS1204

AS1175

AS1180

AS1112

AS1279

AS1128

AS1192

AS1198

AS1152

AS1113

AS1186

AS1011

AS1265

AS1111

AS1252

AS1162

AS4508

AS1120

AS1302

AS1149

AS1033

AS1196

AS1246

AS4582

AS4574

AS4579

AS4505

AS4566

AS4584

AS4501

AS4521

AS4567

AS4515

AS4533

AS1191

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AS1264

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AS4510

AS1103

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AS1320

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AS1173

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AS1101

AS1190

AS1206

AS1222

AS1176

AS1251

AS1079

AS1227

AS1243

AS1069

AS1024

AS4527

AS1333

AS1089

AS1311

AS1312

AS1184

AS1157

AS1029

AS1160

AS1115

AS1058

AS1027

AS1224

AS1328

AS1150

AS1083

AS1018

AS1075

AS1236

AS1122

AS1276

AS1119

AS1062

AS1200

AS1091

AS1104

AS1132

AS1287

AS1174

AS1234

AS1182

AS1057

AS1167

AS1170

AS1016

AS1148

AS1030

AS1073

AS1134

AS1181

AS1203

AS1269

AS1059

AS1022

AS1255

AS1084

AS1071

AS1231

AS1090

AS1043

AS1146

AS1093

AS1327

AS1185

AS1035

AS1088

AS1214

AS1074

AS1188

AS1086

AS1081

AS1296

AS1094

AS1063

AS1141

AS1213

AS1116

AS1139

AS1032

AS1197

AS1123

AS1263

AS1281

AS1097

AS1099

AS1019

AS1133

AS4511

AS1278

AS1306

AS1205

AS1179

AS1135

AS1267

AS1300

AS1266

AS1159

AS1248

AS1211

AS1095

AS1254

AS1077

AS1270

AS1318

AS1138

AS1274

AS1241

AS1298

AS1250

AS1280

AS1307

AS1321

AS1268

AS1277

AS1202

AS1076

AS1220

AS1061

AS1020

AS1096

AS1314

AS4585

AS4587

AS4535

AS4513

AS4531

AS4519

AS4578

AS4572

AS4563

AS4529

AS4577

AS4565

AS4570

AS4569

AS4573

AS4509

AS4564

AS4588

AS4581

AS4586

AS4571

AS4575

AS4576

AS4583

AS4580

AS1315

AS1031

AS1329

AS1041

AS1304

AS1118

AS1055

AS1189

AS1054

AS1130

AS1067

AS1272

AS1012

AS613

AS4520

AS4524

AS4561

AS4544

AS4532

AS4546

AS4551

AS4555

AS4549

AS4530

AS4558

AS4550

AS4536

AS4542

AS4545

AS4528

AS4538

AS4539

AS4556

AS4553

AS4554

AS4540

AS4548

AS4547

AS4560

AS4543

AS1309

AS1070

AS1161

AS1294

AS1195

AS3514

AS1153

AS1025

AS1028

AS1072

AS1092

AS1271

AS1048

AS1014

AS1201

AS1283

AS1056

AS605

AS1261

AS1039

AS1199

AS1258

AS1310

AS1282

AS1228

AS1151

AS6057

AS1053

AS224

AS568

AS1080

AS1102

AS1183

AS1136

SAS4173

AS1026

TC755

AS1045

AS1171

SAS179

AS1049

AS1078

AS1051

AS1295

AS1047

AS1121

AS4090

AS721

AS499

AS3515

G640A

AS1155

AS921

G700A

AS430

AS3545

AS3906

AS1052

AS4113

STC872

AS1050

AS236A

TC813

AS429

SAS4037

SAS173

SAS839

AS3540

AS4177

AS4184

TC1061

TC1062TC1060

TC1063

AS3003

AS125

AS804

SAS178

AS1316

AS1013

AS1292

PVAS4109

AS1037

SAS4032

SAS4017

SAS4042

AS1034

AS1068

SAS4221

AS1308

AS608

AS3525

AS205

AS842

AS222

AS211

AS4038

AS901

AS312

AS302

AS208

AS236

AS4120

AS4078

G617

AS4081

AS502

TC846

AS4146

AS858

AS4030

AS4147

AS122

AS545

TC860

AS4135

AS207

TC762

AS612

TC761

TC760

AS114

AS704

AS480

AS702

TC942

AS4157

AS213

TC701

AS4188

AS215

TC775

AS212

TC608

TC774

TC611

AS216

TC864

AS217

AS251

AS4060

AS4044

TC826

AS4151

AS4159

AS3518

AS4145

AS3520

AS576

AS4350

AS4088

AS4087

AS4148

AS3980

STC911

AS5000

SAS323

SAS324

SAS325

AS805

CONT24

AS103

MCCS46

AS498

SAS145

SAS4131

AS4187

SAS4232

AS3625

TC1502

SAS4172

AS4500

AS1100

AS1000

AS1200

AS1300

AS6000

SAS3526

AS3518

AS3513

AS3504

AS3534

AS3514

AS3515

AS3525

AS3502

AS3518

AS3520

AutoCAD SHX Text

AS4225 HAZ FLAM STHSE

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STC867 HAZ WASTE STOR

AutoCAD SHX Text

AS4227 HAZARDOUS WASTE STORAGE AREA

AutoCAD SHX Text

SAS4196 HAZMAT STORAGE VIC AS4195

AutoCAD SHX Text

AS3507 FENCING

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PROJECT# 26M0093CN26M0093CN

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CONTRACT# N40085-26B-0437

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DWG: DANA WHITMORE

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USMC CAMP LEJEUNE

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BLDG # AS3507AS3507

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SHEET OF OF OF

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AS3507

AutoCAD SHX Text A1

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COMPOUND

AutoCAD SHX Text AS3507 1. PROVIDE AND INSTALL PROVIDE AND INSTALL NEW ONE PERSONNEL GATE, ONE CANTILEVER GATE, POLES, NEW FENCE, NEW 15 INCH OUTRIGGERS IN A "SINGLE" CONFIGURATION WITH THREE STRANDS OF BARB-WIRE FOR EACH INSTALLED AT A 45 DEGREE. 2. APPROXIMATELY 500 APPROXIMATELY 500 LN.FT. OF OUTRIGGERS AND BARB-WIRE

AutoCAD SHX Text

NOTE: FIELD VERIFY

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VICINITY MAP

AutoCAD SHX Text 1/128"=1'-0"

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LOCATION MAP

AutoCAD SHX Text 1/16"=1'-0"

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AS3502 COMPOUND EXISTING UTILITES

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NOT TO SCALE

AutoCAD SHX Text A1

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AutoCAD SHX Text A1

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AutoCAD SHX Text A1

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AutoCAD SHX Text

AS3507 COMPOUND

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NOT TO SCALE

AutoCAD SHX Text A1

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AutoCAD SHX Text 170'

AutoCAD SHX Text 45'

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HWY 17

AutoCAD SHX Text 70'

50'