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FENCE NOTES; VGI'iZOI"P' <br /> AL LOCKS SHOULD BE MARINE GRADE BRASS LOCK WITH STSTAINLESS STEEL LOCS}INd1LE, (INSTALL FENCING PER BUILDING <br /> OE) OF VERIZON WIRELESS AND MUST ONLY BE USED BY <br /> THIS DRAWING WAS PREPARED SOLELY FOR THE USE <br /> SOLID BRASS BODY PROVIDES STRENGTH AND CORROSION RESISTANCE. 1. GATE POST SHALL BE 4**.CORNER.TERMINAL OR PULL POST SHALL BE 3'4 <br /> VERQON WIRELESS <br /> EMPLOYEES,CTRACTORS,MID <br /> SCHEDULE 40 FOR GATE WIDTHS UP THROUGH 6 FEET OR 12 FEET FOR DOUBLE <br /> • 4uB FEs. F l-.IMAM F.RESIST HACKSAWS.BOLT CUTTERS.MID CORROSIVE SWING GATE PER ASTM-F1053. ¢5 RS VENDO WHILE PERFORMING THE WORK SHOWN ON <br /> WEATHER CONDITIONS <br /> ALTHIS DRAWING.ANY OTHER USE OF THIS DRAWING IS <br /> LO ON SHOULD BE A PROGRAMMABLE COMBINATION LOCK THAT IS STRONG. 2. UNE POST:2-3/8'4 SCHEDULE 40 PIPE PER ASTM-F1063. UNE POST CORNER POST FORBIDDEN. <br /> DURABLE AHD HIGHLY WEATHER RESISTANT END POST :. e <br /> THE FOLLOWING LOCKS ARE APPROVED TO BE USED ON SITES OR APPROVED EQUAL: <br /> 3. GATE FRAME: I 1/2'0 SCHEDULE 40 PIPE PER ASTM-F1063. k ASTM FY100. :5,. I T •■ <br /> 4. TOP RA&&BRACE RAIL: 1 3/8'A SCHEDULE 40 PIPE PER ASTM-F1063. - I / 04 TREAT CORNER THIS WAY OR LIKE �� <br /> PARf�I(UM�RS: END POST AT LEFT E MORRISON HERSHFIELD <br /> ABUS 180/HB 50-63 WITH 2-1/4'MARINE GRADE WITH 4 DIALS. 5. FABRIC:2'MESH No.9 GA GALVANIZED NARE SECURELY FASTENED TO TENSION ?� <br /> ABUS 180 COMBINATION t'MARINE GRADE WITH 4 DIALS. WYIRE,ItNEPOST,BARS CONFORMING TO ASIM-A392,&AASHTO M 161. -?' jk x 'XX - TOP RAIL 'f } <br /> & TIE WIRE:MNMUM 11 GA.GALVANIZED STEEI.INSTALL A SINGLE WRAP TIE WIRE AT 600 STEWART STREET,SUITE 200 <br /> POSTS AND RAILS AT MAX. 12'INTERVALS VERT&2C HORZ.INSTALL HOG RINGS TENSION MARE PHONE:206268.7370 <br /> ON TENSION WIRE AT 20'INTERVALS. www.monisonhershfield.com <br /> 7. TENSION WIRE:7 GA.GALVANIZED STEEL <br /> DO NOT SCALE DRAWINGS CONTRACTOR MUST <br /> 8. NOT USED VERIFY ALL DMENSIONS AND ADVISE CONSULTANTS <br /> NCR MAY SUM SPFCFWO OM COLIPDIRYI PLAN) OF ANY ERRORS OR OMISSIONS.NO VARIATIONS OR <br /> 9. LOCAL ORDINANCE FOR BARBED WIRE PERMIT SHALL GOVERN INSTAUATION. NOTE: MODIFICATIONS TO WORK SHOWN SHALL BE <br /> (HEIGHT OF FABRIC)SHALL BE AS SHOWN ON THE COMPOUND PLANS. 72'MIN. 1. SLOPE TOP OUT OF COMPOUND 45 INPLEMENTED WITHOUT PRIOR WRITTEN APPROVAL <br /> -96'MAX. ALL PREVIOUS ISSUES OF THE DRAWING ARE <br /> 2. BARBED WIRE OVER GATES SHALL NOT OE SLOPED. SUPERCEDED BY THE LATEST REVISION. ALL <br /> DRAWINGS AND SPECIFICATIONS REMAIN THE <br /> PROPERTY OF MORRISON HERSHFIELD <br /> CORPORATION. <br /> N.T.S. BARBED WIRE TOP DETAIL 1 D <br /> I-----8' MAX. I 0'MAX..ALL POST SPACING----1 GALV. POST CAPS CORNER POST W <br /> END POST LINNET ow.) Z <br /> STRETCHER BARS BRACE RAIL DID RAIL SPLICE __ _ O <br /> GATE KEEPER BRACKET I - BAND _ - u,.,�,., { { { b T ..., ..,., �. I,r TOP RAIL — iR C g J <br /> ♦ tip <br /> TENSION• BRACE k J •TENSON BAND <br /> HER BARat O v o o W N <br /> TYPICAL1... ,■ BAND • O• :TRUSS BAND FiSTE•FASTENERS J • I I uNE Q Q <br /> STYMIE LOCK 1111 <br /> j �RALCE '�' at BRACE RAIL ,POST U m I— r Q <br /> ie 0'.� CONFOUND <br /> 1� ��♦L.1���NMI �i►. PLAN� ikoZ; • 9 G • HOG J 40 4 ' 3/11-0 <br /> USS RW I, • �� MINIMLLI <br /> a I-- �- = W <br /> -Ammo MINE •4` • ,,,. RINGS : U W MI N IX <br /> C O <br /> CtRAIIII,,��•�I„ „I till . fel �/ FERRULE W N Uj W <br /> ♦ �►♦ \\ <br /> :04.1- , ,A;,..-V., 10 > <br /> •'•'. 1 <br /> . ...: <br /> ,• ,rDY►xsed i II II II I 4° C„GATES MAX, II CONCRETE BASESI <br /> ' ' IL <br /> tiI FOR IfT1 ir DN. <br /> X 4Md FOR WTI .sII► <br /> 3' <br /> CLR. FFfNPF WITH TOP aR_ 4:17.4.4°:::41,41:,S !...r?,44.471: <br /> . •ATTACH FABRIC TO ALL FENCE k GATE zY <br /> .... STRUCTURES AT 12-INTERVALS NTIGHTENER OR TURNBUCKLE SYMBOL . <br /> DESCRIPTION DATE <br /> VERTICALLY k AT 20'HORIZONTALLY. REV <br /> A ISSUED FOR 90%SUBMITTAL 0829.2017 <br /> r B RE-ISSUED FOR 90%SUBMITTAL 1 11222017 <br /> C i ISSUED FOR 100%EOS SUBMITTAL I 01.05.2018 <br /> 0 UNISSUED FOR PERMIT . 02.07.2018 <br /> N.TS. SYMIE LOCK DETAIL 3 N.T.S. FENCE DETAILS 2 • <br /> DROP ROD 1 ve DIA K 6' NETWORK COMPLWJCE SUBMITTALS I DATE <br /> PRELIMINARY SUBMISSION 11 . <br /> (SEE DETAIL STRAIN 30%SUBMISSIONr- 5' MAX POSTTN9NSKIN BAND - 5. MAXj,, DROPROO <br /> 90%SUBMISSION 11.222017 <br /> r <br /> �..��\ ,�_ _ _ HINGE 100%SUBMISSION 01.05201e <br /> RCO GUIDE , M�a ' STRETCHER BM 3' HINGE •' Yx - owcNa.IssuE <br /> 4F4;,}Yk II.:"" I ISSUED FOR CONSTRUCTION i <br /> • <br /> •-� 6a • k'?� X LATCH•-� * •• } <br /> II <br /> � . ' / • \\ � --' ISSUED FOR PERMIT 02.072018 <br /> - F Ikrall11.11J <br /> I FCC' STNAIN POST/ • •' ?� � RECORD SET(ASBULTB)ikLI <br /> REFERp.TO TENSION BANDS I� ,. �� C C.W ••T+�> <br /> LOCK BAR GUM 41 CONFOUND k -'"�. L JIY -r�l PROJECTNO: STAMP <br /> �I`=6■ WIt PLAN BAR AT EACH \ 7170182 8259 <br /> TI ?;, SIDE.(TYPICAL ` = - REGISTERED <br /> 'Own.imilv FOCI GATES CAD DWG FILE <br /> RCRITEC <br /> 3miwrii <br /> -- ) ,H} `^Y. )( DESIGNED BY: FA <br /> ril Ili <br /> tiT� ?C�.. �al�. - 7 ..-DRANRJ BY: LP A � <br /> J �� <br /> �/�-�-��_7C�,'} CHECKED BY: RL E <br /> LOCK BAR ' IN R1 ' -../ ♦ / - HINGE � coPYRIGHT: 19F1�A?AB'tiABBBAb10➢N <br /> I DROP ROD IS OPTIONAL IF GATE FRAMES ( <br /> t' GATE FRAME EXTEND DOWN TO CENTER REST. USE HINGE C <br /> GATE FRAME 6. LATCH SHOWN FOR WALK OR SINGLE GTE. REFER TO COMPOUND PLAN .—i SHEET TITLE <br /> ROD GUIDE DETAIL ill1 TYPICAL CENTER REST <br /> ( :5) FENCE AND <br /> TYPICAL DROP ROD ASSEMBLY 7 GATE DETAILS <br /> N.LS. DOUBLE SWING GATE DETAIL 4 SHEET NUMBER A515 <br /> 1 6 <br />