3200 20TH ST T MOBILE ANTENNA 2023-10-26

FENCING NOTES 1. GATE POST,CORNER,END,OR PULL POST 3"STD.(3.5"O.D.)SCHEDULE 40 XS PIPE,FOR GATE WIDTHS UP TO 6'OR 12' FOR DOUBLE SWING GATE PER ASTM-F1083. T Mobile 2. LINE POST:2"(2-3/8"O.D.)3.65LBS/LIN.FT.ASTM-F1083. 3. TOP RAIL AND BRACE RAIL:1 1/2"(1.9"O.D.)PIPE.2.72 LBS/LIN.FT.ASTM-F1083.INSTALL BRACE AT ALL CORNER 19807 NORTH CREEK PKWY N LOCATIONS AND ADJACENT TO GATES. BOTHELL,WA 98011 4. GATE FRAME:1 1/2"STD.(1.9"O.D.)PIPE.2.72 LBS/LIN.FT.ASTM-F1083. 5. FABRIC SHALL BE TWO-INCH CHAIN LINK MESH NO.9 GAUGE(0.148")WIRE.THE FABRIC SHALL HAVE A KNUCKLED FINISH FOR THE TOP SELVAGES.FABRIC SHALL CONFORM TO ASTM A-392 CLASS 1. 6. TIE WIRE:MINIMUM 11 GAUGE GALVANIZED STEEL.PROVIDE A SINGLE WRAP OF FABRIC TIE AT POSTS,RAILS,AND AT @smartlink TENSION WIRE BY HOG RINGS.MAXIMUM SPACING OF 24"O.C. 7. TENSION WIRE:MINIMUM 7 GAUGE GALVANIZED STEEL. 8. BARB WIRE:DOUBLE STRAND 12 GAUGE 1/2"O.D.TWISTED WIRE TO MATCH WITH FABRIC,14 GAUGE 4PT.BARBS SPACED ON APPROXIMATE 5"CENTERS. 11232 120TH AVE NE,SUITE 204 9. BARB WIRE GATE GUARDS SHALL BE FITTED WITH DOME CAPS. KIRKLAND,WA 98033 10. BARB WIRE SUPPORT ARMS SHALL BE PRESSED STEEL COMPLETE WITH SET BOLT AND LOCK WIRE IN THE ARM. 11. PROVIDE 6'WIDE SWING OUT GATES(UNLESS NOTED OTHERWISE)NO PERSONNEL GATES ARE REQUIRED INFINIGY6 (UNLESS ASS DIRECTED BY THE CONSTRUCTION MANAGER).GATES SHALL BE ABLE TO LOCK. 12. GATE POSTS SHALL BE EXTENDED 12",INCLUDING DOME CAP,TO PROVIDE FOR ATTACHMENT OF BARB WIRE. 13. GATE FRAMES SHALL HAVE A FULL HEIGHT VERTICAL BRACE AND A FULL WIDTH HORIZONTAL BRACE,SECURED IN FROM ZERO TO INFINIGY PLACE BY USE OF GATE BRACE CLAMPS. the solutions are endless 14. GATE HINGES SHALL BE MERCHANTS METAL MODEL 64386 HINGE ADAPTER WITH MODEL 6409,180°ATTACHMENT OR 2500 W.HIGGINS RD.STE.500 APPROVED EQUAL. HOFFMAN ESTATES,IL 60169 15. GATE LATCH:13/8"O.D.PLUNGER ROD WITH MUSHROOM TYPE CATCH. J0B NUMBER 4106-C0004-C 16. A 6"BY 1/2"DIAMETER EYEBOLT,TO HOLD TENSION WIRE,SHALL BE PLACED AT LINE POSTS. 17. STRETCHER BARS SHALL BE 3/16"OR HAVE EQUIVALENT CROSS-SECTIONAL AREA. T-MO B I L E SITE 18. ALL POSTS EXCEPT GATE POSTS SHALL HAVE A COMBINATION CAP AND BARB WIRE SUPPORTING ARM. S E01 453A 19. ALL CAPS SHALL BE MALLEABLE IRON,DOME OR ACORN SHAPED AS REQUIRED BY PIPE SIZE. CHESTNUT ST-W S DOT- 20. OTHER HARDWARE MAY INCLUDE BUT NOT BE LIMITED TO TIE CLIPS,BAND CLIPS,AND TENSION BAND CLIPS. S E52XC,3.38 21. WHERE THE USE OF CONCERTINA HAS BEEN SPECIFIED,24"DIAMETERS COIL,BARBED TAPE,STAINLESS STEEL, CYCLONE FENCE MODEL G8P TO TYPE III SHALL BE FURNISHED.IT SHALL BE SUPPORTED ABOVE THE TOP RAIL BY USE OF(6)BARB WIRE ARMS POSITIONED ATOP EACH LINE/CORNER POST. 3200 20TH ST 22. UNLESS NOTED OTHERWISE,ALL CHAIN LINK FENCING COMPONENTS MUST BE HOT DIPPED GALVANIZED. EV E RETT, WA 98201 SNOHOMISH COUNTY TTO 4 FENCING NOTES 5 3 NOT USED SOCALEE WIDTH AS NOTED WIDTH AS NO ON PLANS ON PLANS 150'-11" MONOPOLE F-IH-11--F-M--1--- - 1--1l-M--1 DRAWINGS ISSUED FOR: GATE OR END POST. REFER TO NOTE 1. REV. DATE DRAWN DESCRIPTION QA/QC 0 07/21/21 CAP 100%CONSTRUCTION ER IF =00'OCAUnCONSTRUCTION 1 09/13/21 WJR ION TT GATE LATCH 2 02/22/22 WJR CONSTRUCTIONTT RF WARNING SIGNAGE BRACE RAIL 3 05/25/22 7LT R PD y �se1L CONSTRUCTION f 4 07/05/22 1 TLT REVISED 100% PD PROVIDE 4"X 6"P.T.TIMBER TO RETAIN CONSTRUCTION WASHED CRUSHED STONE IN COMPOUND. 5 10/10/22 TILT I 0- AM TOP OF TIMBER SHALL BE PLACED 4"ABOVE CONSTRUCTION GRANULAR"A"MATERIAL.OUTSIDE COMPOUND RAMP GRANULAR"A"MATERIAL AT 6:1 SLOPE TO TOP OF TIMBER TO MINIMIZE 31/2"O.D.PIPE TRIPPING HAZARD. GATE POST 45 of ASI, CONCRETE PIER TOP OF GRANULAR"A"MATERIAL 12/5 22 r0�+ 40190 Q� a a FCIST6R� SS�ONALE�G oil h° I o,4 = CONCRETE PIER oo�a I I �M 4 SHEETTITLE: FENCE I I DETAILS L - - J L SHEET NUMBER: REVISION: NOTTO DIA. A- 10 5 DIA. 2 NOT USED SCALE 1 DOUBLE SWING GATE SCALD THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN,AS AN INSTRUMENT OF PROFESSIONAL SERVICE,ARE THE PROPERTY OF INFINIGY ENGINEERING,PLLC AND ARE NOT TO BE USED,IN WHOLE OR IN PART,FOR OTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION OF INFINIGY ENGINEERING,PLLC.IT IS UNLAWFUL FOR ANY PERSON TO AMEND ANY ASPECT OF THESE DRAWINGS WITHOUT THE WRITTEN APPROVAL OF THE PROFESSIONAL OF RECORD.