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DO NOT SCALE DRAWINGS.CONTRACTOR MUST VERIFY ALL <br /> 7' HIGH GATE / FENCE FOOTINGS NOTES DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR <br /> OMISSIONS. AN VARIATIONS OR MODIFICATIONS TO WORK <br /> LINE POST 8'-0" O.C. MAX 2-3 8" 12"x36" 10"x10"x5/8" GALV SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN <br /> / 1.ALL MATERIALS TO BE SCHEDULE 40 BASE PLATE APPROVAL ALL PREVIOUS ISSUES OF THIS DRAWING ARE <br /> SUPERSEDED BY THE LATEST REVISION.ALL DRAWINGS AND <br /> CORNER & GATE POST 3" 18"x48" GALVANIZED PIPE. <br /> PIPE SPECIFICATIONS REMAIN THE PROPERTY OF MORRISON <br /> 2.GHAIN LINK FABRIC TO BE 9 GAUGE. HERSHFIELD CORPORATION.NEITHER MORRISON HERSHFIELD <br /> TOP RAIL 1-3/8" 'wY NOR THE ARCHITECT WILL BE PROVIDING CONSTRUCTION <br /> REVIEW OF THIS PROJECT. <br /> OG o <br /> FENCE NOTES: g�0 HOLES FOR 1/4 <br /> 5/8" FASTENER <br /> 1. INSTALL FENCE PER BUILDING CODE (TYP OF 4) PLAN ��C E C� <br /> 2. GATE POST, CORNER, TERMINAL OR PULL POST SHALL BE 2 7/8"0 SCHEDULE `- <br /> 40 FOR GATE WIDTHS UP THROUGH 6 FEET OR 12 FEET FOR DOUBLE SWING <br /> GATE PER ASTM—F1083. 1/4 y OE WAS <br /> 3. LINE POST: 2-3/8"0 SCHEDULE 40 PIPE PER ASTM—F1083. 1/4 1O"x10"x5/8" GALV <br /> 4. GATE FRAME: 1-1/2"0 SCHEDULE 40 PIPE PER ASTM—F1083. & ASTM F900. 10"x10"x5/8" GALV BASE PLATE <br /> BASE PLATE (4) 5/8" HILTI HVA <br /> 5. TOP RAIL & BRACE RAIL: 1-3 8"0 SCHEDULE 40 PIPE PER ASTM—F1083. ADHESIVE BOLTS, MIN i <br /> / PLATFORM GRATE 4-1/2" EMBEDMENT <br /> INTO CONCRETE <br /> 6. FABRIC: 2" MESH No. 9 GAGE GALVANIZED WIRE SECURELY FASTENED TO T.O. CONC <br /> TENSION WIRE, LINEPOST, BARS CONFORMING TO ASTM—A392, & AASHTO M 181. HOT DIPPED GALV 412 7 <br /> STEEL GRATING <br /> 7. TIE WIRE: MINIMUM 11 GA GALVANIZED STEEL INSTALL A SINGLE WRAP TIE WIRE - (4) 5/8" B U' <br /> FROM EQUIPMENT OLTS " <br /> AT POSTS AND RAILS AT MAX. 12' INTERVALS VERT AND 20" HORZ. INSTALL TO TOWER; USE W/ LOCK WASHERS <br /> HOG RINGS ON TENSION WIRE AT 20' INTERVALS. APPROVED PRE PLATFORM CONCRETE PAD TONAL 6 <br /> MANUFACTURED KIT <br /> 8. TENSION WIRE: 7 GA. GALVANIZED STEEL. BY VALMONT OR (WHERE APPLICABLE) (WHERE APPLICABLE) <br /> APPROVED EQUAL <br /> 9. BARBED WIRE: 3 STRANDS OF DOUBLE STRANDED 12-1/2 GAUGE TWISTED <br /> WIRE, 4 PT. BARBS SPACED ON APPROXIMATELY 6" CENTERS CONFORMING TO CONSTRUCTION <br /> ASHTO M 280. Z PIPE <br /> 10.LOCAL ORDINANCE FOR BARBED WIRE PERMIT SHALL GOVERN INSTALLATION. <br /> � 3-1/2"0 SCH 40 HOT DIPPED <br /> 11.FENCE SLATS IF REQUIRED BY JURISDICTIONS. o GALV PIPE FOR ICE BRIDGE GRADE <br /> SUPPORT WITH END CAP GRADE APPLICATION: <br /> 18"0 CONCRETE PIER �,- '1 I.°. -- - - <br /> 0 CONCRETE PAD APPLICATION: _ . <br /> 0 06/14/18 FINAL CONSTRUCTION <br /> 10"x10"x5/8" GALV BASE <br /> PLATE ON BED OF �J e '-1 I a.� ' 18"0 CONC PIER A 03/22/18 ISSUED FOR REVIEW <br /> — <br /> LEVELING GROUT o ° .d �. :" No.I Date Revision <br /> BARBED WIRE x, al 14. <br /> y ' <br /> ACCESS GROOVE PLATFORM APPLICATION: . 1° a'° Client: <br /> 10%10"x5/8" GALV <br /> BASE PLATE °. ` <br /> TOP RAIL <br /> EQUIPMENT SIDE .:8 verizon <br /> OF FENCE n'� ° <br /> GRADE <br /> 1-3/8 TOP STD. PER PLAN FABRIC 9—GAUGE <br /> PIPEPETOP RAIL 2" MESH Implementation Team: <br /> STRETCHER BAR 24"06"SCALE: NOT TO SCALE ICE BRIDGE DETAIL 4 <br /> 11"07"SCALE: NOT TO SCALE <br /> STRETCHER BAR a�CROWN <br /> BAND AT 15" MAX. v CASTLE <br /> GPS ANTENNA <br /> II o BRACE RAIL <br /> io TRUSS ROD 1505 WESTLAKE AVE N,SUITE 800 <br /> SEATTLE,WA 98109 <br /> PER PLAN <br /> FINISH GRADE <br /> A&E Team: <br /> WORK LIGHT PER PLAN . <br /> 2500 PSI PER PLAN <br /> CONCRETE VALMONT UNIVERSAL PIPE <br /> ' LOCKING ROD ADAPTER KIT 87534 GALV PIPE CAP GALV PIPE CAP I MORRISON HERSHFIELD <br /> /} 600 STEWART ST,SUITE 200 <br /> FOUNDATION FOR GALVANIZED STEEL SLOTTED 3" DIA STD GALV PIPE; 3" DIA STD GALV PIPE; SEATTLE,WA 98101 <br /> GATE POST 18" MUSHROOM CATCH, INSTALLED SO —'POST PROVIDE 3/16 THK CAP PL, PROVIDE 3/16"THK CAP PL, Tel:206.268.7370 <br /> PIPE INSTALLED AS TO ASSURE SECURE LOCKING SEAL WELD ALL AROUND SEAL WELD ALL AROUND www.morrisonhemhfield.com <br /> IN CONCRETE <br /> GENERATOR METER <br /> PLUG Project Info: <br /> 24"x24" (ILC) <br /> P1000 UNISTRUT, W/ PLASTIC PULL BOX INTEGRATED P1000 UNISTRUT, W/ PLASTIC O 0 <br /> END CAPS, FASTENED TO POST LOAD 1 o END CAPS, FASTENED TO POST o B U# 825709 <br /> SIDE W/ 1/2"0 STAINLESS U—BOLTS CENTER I W/ 1/2"0 STAINLESS U—BOLTS MASONIC CENTER <br /> (TYP); LOCATION TO SUIT 'c (TYP); LOCATION TO SUIT fO <br /> UTILITY EQUIPMENT UTILITY EQUIPMENT 220 OLYMPIC BLVD. <br /> ATTACHMENT REQUIREMENTS ATTACHMENT REQUIREMENTS EVERETT, WA 98203 <br /> FABRIC 9—GAUGE 1-3/8"0 STD. EXTENSION EYE LOOP GALVANIZED GPS ANTENNA CONC PAD APPLICATION, Drawing Title: <br /> 2" MESH PIPE TOP RAIL BARBED WIRE CONC PAD APPLICATION, SEE DETAIL A <br /> SEE DETAIL A <br /> 8—0" (TYP) of T.O. FINISHED GRADE T.O. FINISHED GRADE I I <br /> CORNEENDO R I"1�. I"�• CONSTRUCTION <br /> TRUSS o 18"O CONC PIER o 18"0 CONC PIER DETAILS <br /> STRETCHER BAR ROD I 1 <br /> BAND AT 15" MAX. TIE WIRE - o a a <br /> 0 1 VALMONT UNIVERSAL PIPE <br /> ADAPTER KIT 81534 <br /> STRETCHER BAR m Project Number: Start Date: <br /> LINE POST 18" 18" <br /> 1Q"x1o"x5/8" GALV � 1800386 03/22/18 <br /> BASE PLATE <br /> FINISH GRADE ��POST Drafter: Designer: <br /> PIPE RR LB <br /> BRACE RAIL <br /> (4) 5/8" HILTI WA ADHESIVE Project Manager: Professional of Record: <br /> BOLTS, MIN 4-1/2" 10 0 1 4 RKL RL <br /> PIPE INSTALLED <br /> IN CONCRETE FRONT EMBEDMENT INTO CONCRETE / Revision No: Sheet No: <br /> DETAIL A <br /> (WHERE APPLICABLE) 0 A-3 <br /> 24'x36" SCALE: N TO SCALE 11"x17"SCALE: NOT TO SCALE CHAIN LINK FENCE DETAIL 3 11 x37" SCALE: NOT TO SCA E GPS ANT. DETAIL 121 H-FRAME DETAIL F1 <br />