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Home My WebLink AboutR-373915IN LINK FENCE TYPE 3 OR 4 PAY LIMIT HOG RINGS - SPACED 2A-110AX, (TYR) PULL POST GATE POST (TYP.) 3 112"' DIAM, (NOM., SCH, 40) TENSION WRE FABRIC BMD (TYP.) STRETCHER BAR (TYP,) 807TOM TENSION WIRE TYP) (NOT RFOUIRED FOR CHAIN LINK F-ENCE TYPE 4) TleNSION WFAE CHAIN UtW FEN[a FAWC 3 - 00 - CtIAIN LINK FENCE TYPE 3 Z - 0" - CHAIN LINK FENCE TYPE 4 StMOLE 0 FT, CHAIN LINK GO C+WN LINK FENCE TYPE 3 OR 4 PAY LIMIT 3 TENSION Wft FOR GA POST PULL POST REQUIRED ONLY ON HINGESIDEnA TENSION ARE Fill V16-0-00R11 4n4w.41 11 Pit ji , QFO W now% Ft E VI r, we SAM TIE WIRES (7YR) - SPACED 0 14R WkX i Ir Rotjw (Typ;) SINGLE GATE TENSION WRE HOG fONGS - SPACED 0 24" MAX. (TYP.) OFFE E 13932 SOUTHEAST 159TH PLACE RENTON, WASHINGTON 98058 PHONE: 425-260-3412 CONTACT: DARRELL OFFE, P.E. L1, 0 . e 0 a 0;.. o AN, 0 0 - 0 610* 0 0 Z 0 o 0 00 27460 F 1 1 00 O- G/STO oo el*00 NNAL 06/19/2014 NO. L ca WA CHAIN LINK "TIE STANDARD PLAN L -30.1"I MEET I OF 2 SHEETS APPROVED FOR PtfBLICATION POSCO 8&*Qoch I// W16-11 CrAIT, oc-Sm p4owem CATF is 1 /2"X4" EXPANSION MATERIAL N---------- I Sir 1/4-R AT JOINTS PIPE ROLL FORMED: 1/2-X4- EXPANSION MATERIAL NOTES 1/4-R AT JOINTS CEM_ CONC. CURB AND GUTTER NOM, SIZE A WEIGHT 1000'MAX. SCORE LIMES TO BE RADIAL W\ HOG RINGS (TYIP.) SPACED 0, 2d* I+ 1, All concrete post bases shall be 10" TO CURB AND GUTTER SCH, 40) END OR CORNER (BRACE) POST PULL POST TENSION WIRE IV MAX. (TYP.) LINE POST - SPACED BRACE KNUCKLED SEtVAGE 1/2-X4" EXPANSION MATERIAL 1 1/4-R AT JOINTS SCORE LINES Ie POST ON— (TYP.) END, CORNER, OR PULL POST W"-WDTH OF SIDEWALK 2 Along the top and bottom, using Hog 510 1/2"X5" EXPANSION FENCE, LINE 1/4-/r7. SLOPE MATERIAL CURB RETURN ONLY Rings, fasten the Chain Link Fence 112°'R 1/4-/rT. SLOPE x 2" DIAM 1/2-R 411 --- PAVEMENT AS PER PLANS Fabric to the Tension Wire within the now PAVEMENT AS PER PLANS STANDARD CEM, CONC. PARKWAY- STANDARD CEM. CONC. CURB AND CURB AND GUTTER GUTMR SECTION 6--A 5EQ-110N B—B SEE SHEET 2.5.1 FOR ROADWAY DEVELOPMENT STANDARDS GENERAL NOTESJOINMMMMYJOINTSSHALLBEPLACEDNOTTOEXCEED15' C/C NOR LESS THAN VY C/0- THEY SHALL 0 NOT BE LESS THAN 3110 IN THICKNESS AND SHALL BE =-NIIED 2- BELOW THE GUTTER UNE_ 1/2- 1HRU JOINTS SHAII BE PLACLO AT ALL COLD JOINTS AS DIREMED 81 ENGINEER AND SHALL EXTEND 1' BELOW CONCRETE 3. Details are illustrative and shall not WHERE THE SIDEWALK IS TO BE PLACED AGNNS7 TME CURB AND GUTTER. THE MN7 SHALL BE A COLD KY r TENSION WIRE JOIN7. 1/2-M 9- EXPAN90N MATEMAL SHALL BE RUCED FROM Ra'S M P.M'S AT ALL CURB RETURNS. 11r)6C EXPANNON MATERIAL SMALL BE PLACED AT EVERY FOURTH SIDEWALK PANEL TENSION WIRE limit hardware design or post selec- THE CONCRETE MIX FOR SIDEWALKS SHALL CONFORM TO THE REDUIREMENTS OF CLASS 8 (3/4) W111 AIR ENIRNNMENT. THE CONCRETE SHALL HAVE A BROOM FINISH WN ALL EDGES HAVING A 2 1/2m TODLED FINISH. SUBGRADE COMPACTION SHALI. BE M (MOMMED PROCTOR). TYPICAL SEDEWALK ADOPTED Crff OF RENWIN WIRE 7W BrANDARD PLANE LST DATZ: 04/04 FABRIC BAND (TY;:1) DATE REWSION By RFP—RrD- DWG. NAME: F007 SP PACE. E007 FABRIC BAND (TYP,) OFFE E 13932 SOUTHEAST 159TH PLACE RENTON, WASHINGTON 98058 PHONE: 425-260-3412 CONTACT: DARRELL OFFE, P.E. L1, 0 . e 0 a 0;.. o AN, 0 0 - 0 610* 0 0 Z 0 o 0 00 27460 F 1 1 00 O- G/STO oo el*00 NNAL 06/19/2014 NO. L ca WA CHAIN LINK "TIE STANDARD PLAN L -30.1"I MEET I OF 2 SHEETS APPROVED FOR PtfBLICATION POSCO 8&*Qoch I// W16-11 CrAIT, oc-Sm p4owem CATF is C t 71 11N .1 z TENSION WIRE iLHOGRINGS (TYP.) SPACED 0 24- MAX, TENSION WIRE NOT ALLOWEDL USE TOP RAIL TYPE 3 10' AX, 500'MAX- END OR CCRNTENSION WIREE (BRACE) POST 1011 PULL COST POST - SPACED BRACE A 009"0101.401-P a 1W MAX. POST J TENSION WIRE TIE WIRE TENSION WIRE TYP-) Uj STRETCHER TIE WIRE UBAR (TY'P.) (TYP.) FABRIC BAND (TYP.) U_ C 12777,, t_____ CONCRETE POST BASE (TYP.) TYPE 4 KNUCKLED SF1 VAGF CHAIN LINK P ,) TENSION WIRETYFENCEFABRIC POS jw._. CONCRETE POST BASS (TYP,) FABRIC BAND r.n Jr.* L"Y. TENSION WIRE NOT ALLOWED, TENSION WIRE N6rWMUW1 USE TOP RAIL USE TOP RAIL PULL POST -SPACE HOG RINGS (TYP,) 500'MAX, spAcEn 24, mAx, KNUCKLED BRACE POST FABRIC BAND (TYP.)ty KNUCKLED SELVAGE TYP.) POST AND RAIL SPECIFICATIONS 31/7 N---------- I Sir PIPE ROLL FORMED: NOTES NOM, SIZE WEIGHT 1000'MAX. PULL POST - SPACED 1 O MAX HOG RINGS (TYIP.) SPACED 0, 2d* I+ 1, All concrete post bases shall be 10" SCH, 40) END OR CORNER (BRACE) POST PULL POST bm D. TENSION WIRE IV MAX. (TYP.) LINE POST - SPACED BRACE KNUCKLED SEtVAGE minimum diameter. BRACE POST 1 @ 17 MAX, POST ON— (TYP.) END, CORNER, OR PULL POST 21/2'DiAM. 2 Along the top and bottom, using Hog 510 FENCE, LINE Rings, fasten the Chain Link Fence x 2" DIAM 07- Fabric to the Tension Wire within the limits of the first fufl fabric weave. 0 TIE WIRE 3. Details are illustrative and shall not KY r TENSION WIRE TENSION WIREY. TENSION WIRE limit hardware design or post selec- typFIEtionofanyparticularfencee, x WIRE 7W FABRIC BAND (TY;:1) FABRIC BAND (TYP,) TIE WIRES STRETCHER BAR (TYP,) SPACED Q 14- MAX. STRETCHER BAR (TYR) C t 71 11N .1 z TENSION WIRE iLHOGRINGS (TYP.) SPACED 0 24- MAX, TENSION WIRE NOT ALLOWEDL USE TOP RAIL TYPE 3 10' AX, 500'MAX- END OR CCRNTENSION WIREE (BRACE) POST 1011 PULL COST POST - SPACED BRACE A 009"0101.401-P a 1W MAX. POST J TENSION WIRE TIE WIRE TENSION WIRE TYP-) Uj STRETCHER TIE WIRE UBAR (TY'P.) (TYP.) FABRIC BAND (TYP.) U_ C 12777,, t_____ CONCRETE POST BASE (TYP.) TYPE 4 KNUCKLED SF1 VAGF CHAIN LINK P ,) TENSION WIRETYFENCEFABRIC POS jw._. CONCRETE POST BASS (TYP,) FABRIC BAND r.n Jr.* L"Y. TENSION WIRE NOT ALLOWED, TENSION WIRE N6rWMUW1 USE TOP RAIL USE TOP RAIL PULL POST -SPACE HOG RINGS (TYP,) 500'MAX, spAcEn 24, mAx, KNUCKLED BRACE POST FABRIC BAND (TYP.)ty KNUCKLED SELVAGE TYP.) POST AND RAIL SPECIFICATIONS 31/7 N---------- I Sir PIPE ROLL FORMED: POST NOM, SIZE WEIGHT SCH, 40) SECTION bm D. 1 END, CORNER, OR PULL POST 21/2'DiAM. oy 510 FENCE, LINE FABRIC LOOP 2 SIDESLINE', OR WtACE POST 2" DIAM 07- CHAIN LINK FENCE & GATE DETAIL FENCE MUST BE COATED WITH "'BLACK"' VINYL REVISION ac _K/ NOTE, Monument CqAe & Cover 1 STAhOARD MONUAENT CASE AND COVER WASHINGTON STATE DEPARTMENT OF HIGHWAYS 1976, 2. THE CASTINGS SHALL BE GRAY-!RON CASTINGS, ASTM DESIGNATION A-48, CLASS 40. THE COVER AND SEAT SHALL SE MACHINED SO AS TO HAVE PERFECT CONTACT AROUND THE ENTIRE CIRCUMFERENCE AND FULL WIDTH OF BEARING SURFACE. 3. WHEN THE MONUMENT CASE AND COYER ARE PLACED IN CONCRETE PAVEMENT, A CEMEhT CONCRETE BASE WILL NOT BE NECESSARY .DADOPTIED 4< SEE CITY OF RENTON SUPPLEMENTAL SPECIFICATION SECTION 7-05.3(l) FOR CITY OF RENTON ADJUSTMENTS TO GRADE. +A= +1 STANDARD PLANSAIM LST DATE: 1 -Feb-89 DWO NAME: IM -04 SP PAGE H031 SURVEYED: CRAMER NW DESIGNED: D.L. OFFE, P.E. DRAWN: D.L. OFFE, P.E. CHECKED: BY DATE APPR I vPw,&D: SCALE. SCALE ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINMY VERTICAL: NAW 1988 HOMZONTAL- NAD 1953/1991 DATUM STRETCHER BAR (TYR) TENSION WIRE STRETCHER AS RIC METHOD OF FASTENING STRETCHER BAR TO POST v. P F4 x fi b; V 1 CHAIN LINK "1A FENCE FABRIC i R I t; A 11 S r lzi CHAIN LINK FENCE TYPES 3 AND 4 STANDARD PLAN L-20.10-02 SHEET I OF 2 SHEETS APPROVED FOR PUBLICATION Pasco sakatich /it 06(21112 I. ENORSTA64— M MS#" OWER T AM INSTAL LATI ON OF ND.0 , INCA. IISD. U. INCIG DH5TzVTj0N OF- 541 F_ HILL. t f! Pore by U.5, P05TAL F -,,-w .111G , MTV R-313915 ti CITY OF RENTON Planning/Building/Public Works Dept. n r U.S.P.0, Neighborhood Delivery and Collection Box Unit Mailbox) IrataUttion ADOPTED CrrY OF RENTON STANDARD PLAM LST DATE: 1 -Aug-87 DWG NAME: HR -06 SP PAGE- H026 RECOMMEND FOR APPROVAL By: Date,. to By-. Date: By: Date-, By: Date: RENTON 7 SHORT PLAT JAYMARC HOMES, LLC DETAILS NE 2nd COURT / NILE AVENUE NE 10/2/2013 FIELI)BOOK: PAGE: I DMVANG NO: IEET_ 5 OF- 15 ISS