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GOVT BLDG 15-026 to GOVT BLDG 15-094
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GOVT BLDG 15-026 to GOVT BLDG 15-094
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Last modified
10/30/2024 1:51:11 PM
Creation date
10/4/2024 11:56:27 AM
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Government Buildings - GOVT BLDG
Project
North County Recycling Center and Sanitary Landfill
Year
1991
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Record Drawings
Cross Ref
GOVT BLDG 15-26 to GOVT BLDG 15-094
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TYPICAL FENCE DETAIL <br />CHAIN LINK FABRIC, SEE <br />ANTICLIMB, SEE SCHEDULE SCHEDULE FOR TYPE <br />FOR TYPE(3 STRAND (GALV. CHAIN LINK SHOWN) TIE WIRE ANTICLIMB. SEE SCHEDULE <br />LEANING OUT SHOWN) --\ FOR TYPE (3 STRAND SHOWN) <br />-10'0.0 (MAX) TYP -- ►{ <br />TOP FAIL POST CAP <br />POST CLAMP TYP I <br />(SEE SCHEDULE FOR SIZE)----, <br />\ --- — <br />BR�,.,E STRUT, TYP EA SIDE -- <br />--- -- <br />ALL CORNERS,SEE SCH FOR SIZE <br />— -- - — -- - <br />TENSION BRACE, TYPICAL �� w <br />EACH SIDE OF ALL CORNERS- <br />• �t � •`�{:, U' W <br />--- --- le <br />w = <br />v7 <br />/ o w <br />LL w <br />V r • L <br />! FABRIC END CLAMP I TENSION WIRE <br />.�a ---CORNER POST TENSION BRACE, TYP ' <br />• <br />AT HINGE SIDE OF ; GATE, SEE SCHEDULE <br />LINE POST ALL GATES GATE (SWITYPE & SZ <br />NG GATE SIHOWN) <br />POST CONCRETE BACKFILL, SEE - <br />GRADE SCHEDULE FOR SIZE, TYPICAL <br />TENSION WIRE, CONTINUOUS <br />AROUND BOTTOM OF FABRIC, <br /> 1 IAC" TO FA BrIC `KITH <br />TIE WIRES (24" OC MAX I <br />NOTE <br />FOR FENCE LAYOUT <br />SEE DWG No. C3. <br />--TENSION BRACE, 2 EA. SECTION <br />TOP RAIL (SEE SCHEDULE f=C=? SIZE) POST CAP <br />fll - <br />I, <br />,1 <br />CHAIN 'KITH LOCK--- ;• <br />I ti'�ti�'k <br />L IDING -VEHICLE <br />SINGLE SWING- VEHICLE <br />TYPICAL HARDWARE <br />114"x 314" ALUM. WIRE, 24'QC MAX. <br />CAP- STRETCHER <br />ROD <br />3/t' X 5" <br />MACH. <br />BOLT <br />0 (AXLE) -- <br />GALV'D <br />POST e <br />CLAMP El <br />POST CAP & CLAMP TOP RAIL CONNECTOR FABRIC END CLAMP WIRE TIES El <br />PLUNGER <br />ROD <br />STD. <br />e STEEL SLIDEGATE GUIDE <br />ffl PIPE <br />il <br />�- - <br />3/ 8" ROD <br />7TURNBUCKLE GATE POST <br />KK EPER GUIDE LOCKING LATCH PLUNGER ROD CATCH \ `� <br />TOP HINGE LOC E� O <br />PLUNGER O <br />ROD <br />e E � <br />J <br />o O <br />POST CLAMP -- <br />BOTTOM HINGE GATE HOLD NON-LOCKING_ LATCH SINGLE SWING GATE LATCH TENSION BRACE SLIDEGATE SUPPORT RUNNER <br />TYPICAL GATES <br />SLIDEGATE ROLLER & GUIDERAIL TENSION BRACE, TYPICAL, EACH GATE---LOCKKEEPER GUIDE <br />ANTICLIMB, SEE SCHEDULE POST CAP CHAINLINK FABRIC <br />FOR TYPE (THREE STRAND TOP HINGE, TYPICAL 2 PLACES —\ ANTICLIMB <br />LEANING OUT SHOWN) <br />• I - — -� °� �`-PLUNGER ROD <br />TENSION I U-3" TYP \ % PLUNGER <br />WIRE '1 ROD CATCH <br />TENSION BRACE, TYPICAL <br />EACH SIDE OF GATE _ L9-0 CONC. BACKFILL <br />I --LOCKING LATCH <br />LINE POST, TYPICAL <br />BOTTOM HINGE, <br />TYPICAL 2 PLACES —� <br />DOUBLE SWING -VEHICLE <br />ANTICLIMB ---TENSION <br />POST CAP \ BRACE <br />SINGLE <br />SWING <br />GATE <br />TOP HINGE-----, ` I ATrN -, <br />I <br />L-111- I V J 1 <br />BOTTOM HINGE <br />LINE POST <br />PEDESTRIAN <br />`--GATE HOLD ' <br />TYP 2 PLC'S <br />9"0 CONC BACKFILL, <br />TYP 2 PLC'S �ql <br />\--GATE POST, TYPICAL <br />EACH SIDE OF GATE <br />SCHEDULE <br />LOCATION <br />HEIGHT <br />FABRIC TYPE <br />POST -DIA ISTD GALV'D STL.) <br />POST -CONCRETE BACKFILL <br />PEDESTRIAN GATE <br />DRIVE GATE <br />ANTICLIMB <br />GROUNDING <br />GAUGE <br />GALV. <br />GREEN <br />CLAD <br />WITH <br />RDWD <br />SLAT <br />CORNER <br />LINE <br />END <br />DRIVE <br />GATE <br />PED. <br />GATE <br />OP RAIL <br />&STRUT <br />CORNER <br />LINE <br />END <br />DRIVE GATE <br />PED GATE <br />N0. <br />RE&D <br />WIDTH <br />FRAME <br />DIA <br />NO. <br />READ <br />TYPE <br />WIDTH <br />FRAME <br />DIA. <br />FENCE <br />TYPE <br />GATE <br />TYPE <br />HOLE <br />DIA <br />DEPTH <br />H L <br />DIA <br />DEPTH <br />HOLE <br />DIA. <br />DEPTH <br />L <br />IA <br />DEPTH <br />HOLE <br />nlA. <br />DEPTH <br />MAINT. FACILITY <br />6' <br />12 <br />✓ <br />3'1 <br />2" <br />3" <br />4" <br />— <br />I%2" <br />12" <br />3'-611 <br />12" <br />3'-6" <br />12" <br />3'-61' <br />18" <br />31-6° <br />— <br />— <br />— <br />2 <br />DBL. <br />SWING <br />16' <br />210 <br />3 <br />STRAND <br />3 <br />STRAND <br />REQUIRED <br />(SEE DWG. No N/A ) <br />— 7ESS/pN <br />® q <br />��}`, � ll N El 00 <br />o �, <br />045625 <br />Exp, _I <br />�F Of CAO��/./ <br />C�5, 0.4- fqi& L (�� - ccz% <br />REMARKS <br />BARBED WIRE - <br />TYPICAL ANTICLIMB <br />BF nnrn ulnf <br />3 STRAND ON FENCE <br />BARBED WIRE <br />6 STRAND ON FENCE <br />3 STRAND ON GATE <br />5 STRAND ON FENCE <br />TYPICAL <br />GROUNDING <br />BRAID <br />"CABLE <br />CABLE TO <br />& <br />TO PPE GRNID <br />CONNECTOR- <br />1 <br />3/26/92 <br />RECORD DRAWING -PER CONTRACTOR <br />0 <br />2/2/91 <br />ISSUED FOR CONSTRUCTION <br />.p• <br />REV DATE DESCRIPTION OWN BY DES BY CHK BY APP B <br />DATE OF ISSUE DWN BY LOU TOD CHK BY_% t< Cr <br />FEB. 1991 DES BY LOU TODD APP BY—C--; <br />REMARKS <br />BARBED WIRE - <br />TYPICAL ANTICLIMB <br />BF nnrn ulnf <br />3 STRAND ON FENCE <br />BARBED WIRE <br />6 STRAND ON FENCE <br />3 STRAND ON GATE <br />5 STRAND ON FENCE <br />TYPICAL <br />GROUNDING <br />BRAID <br />"CABLE <br />CABLE TO <br />& <br />TO PPE GRNID <br />CONNECTOR- <br />1 <br />TO PIPE <br />GRND CONN <br />PIPE GRND <br />CONNECTOR —•KI�• <br />. <br />GATE <br />0 GROUND LOOP <br />TO GROUND LOOP <br />( SEE DWG No. I <br />(SEE DWG No. <br />t <br />POST <br />GATE <br />NOTES <br />1. FOR GENERAL NOTES SEE SHEET No. C3. <br />2. ALL CONSTRUCTION & MATERIALS SHALL BE IN ACCORDANCE WITH <br />THESE PLANS AND UNLESS SHOWN OR SPECIFIED OTHERWISE, WITH <br />THE LATEST EDITION OF THE STATE ('CALTRANS') STANDARD PLANS <br />AND SPECIFICATIONS, INCLUDING SECTION 80, 'FENCES'. <br />3. FENCE ASSEMBLY DETAILS SHOWN HEREON ARE SUGGESTED ONLY. <br />THE MANUFACTURER MAY USE STANDARD ASSEMBLIES. THE <br />MANUFACTURER'S STANDARDS SHALL BE ON THE SHOP DRAWINGS <br />AND BE APPROVED BY THE OWNER & GENERAL CONTRACTOR PRIOR <br />TO COMMENCEMENT OF FABRICATION. <br />4. POST, RAIL AND STRUT SIZES SHOWN ARE NOMINAL INSIDE <br />DIAMETER FOR STANDARD WEIGHT GALVANIZED STEEL PIPE. <br />5. LINE POSTS SHALL BE SPACED AT NOT MORE THAN 10 FOOT <br />INTERVALS, MEASURED FROM CENTER TO CENTER OF POSTS. <br />6. ALL FENCING AND APPURTENANCES SHALL BE GALVANIZED <br />UNLESS NOTED OTHERWISE. <br />SAN JOAQUIN COUNTY <br />NORTH COUNTY SANITARY LANDFILL <br />SAN JOAQUIN COUNTY, CALIFORNIA <br />FENCE DETAILS <br />DRAWING N0. <br />C6 <br />PROJECT NO. <br />939-02.43 <br />RECORD DRAWING <br />
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