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Home My WebLink AboutR-406819A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. O I 0 W Z 0 r VJ Z W I- X w \W Q V rr Q n I- rr 0 n 2 �0�/� VJ OF WA3j� 33708 �G'I S T ERA SjUNAL F2 (7 C B 8 VEHICLE VERTICAL AND GATE POST HORIZONTAL RAIL (TYP) 07 BRACING 7 3" MAX 'GATE FRAME 5 W/DIAGONAL BRACING AS SHOWN SEE NOTE 11 VEHICLE GATE ELEVATION PEDESTRIAN GATE POST SEE NOTE 8 3" MAX (TYP) SEE N01 � GATE STOP (TYP) n N I N 0 1 00 io I GATE TENSION WIRE > 6 5 2 VEHICLE GATE HINGE (TYP 3 PLACES PER POST FOR VEHICLE GATES) HEAVY DUTY INDUSTRIAL GATE LATCH PL 152 BY INTERNATIONAL SECURITY PRODUCTS (NOTE THAT -- LOCK HANGS FENCE FABRIC SEE NOTES 5 AND 6 VEHICLE GATE POST CONCRETE FOOTING, SLOPE TOP TO DRAIN AWAY FROM POST, SEE SCHEDULE (TYP) 3 PEDESTRIAN GATE HINGE (TYP 2 PLACES PER POST FOR PEDESTRIAN GATES) LO PEDESTRIAN GATE POST 2" CLR BETWEEN CONCRETE FOOTING BOTTOM OF GATE SLOPE AWAY FROM POST, AND FINISH STATION SEE SCHEDULE (TYP) GRADE PEDESTRIAN GATE ELEVATION FROM OUTSIDE FENCE. BARBED WIRE ATTACHED. SECURE TO ARM SO THAT /1,0 IT CANNOT BE LIFTED OFF l ' I FROM OUTSIDE FENCE. LINE/CORNER POST SEE NOTES 9 AND 10. STATION MAX. SPACING BETWEEN SIDE POSTS SHALL BE 10-FT 0 I INISHED TATION GRADE FINISHED -TOP OF BASE CURSE ) STATION SEE GRADE (REF) VIEW -A VIEW -A Crw PLACE YARD COURSE SURFACING SO THAT NO GAP EXISTS BETWEEN BOTTOM I OF FENCE FABRIC AND TOP OF ROCK CORNER/LINE POST CONCRETE FOOTING, SLOPE TOP TO DRAIN AWAY FROM POST, SEE SCHEDULE (TYP.) Al TYPICAL CHAIN LINK FENCE SECTION W 0 tsr =FILE= 8 7 T E N W COUGHLIN PORTERLUNDEENSTRUCTURAL Transportation Engineering NorthWest CIVIL SEISMIC ENGINEERING Transportation Planning I Design I Traffic Impact & Operations 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 801 SECOND AVENUE, SUITE 900 (206) 343-0460 Office (425) 889-6747 SEATTLE, WA 98104 www.cplinc.com Project Contact: Elyse Stemmler, P.E. NO. Phone: 425-250-5004 11 CENTER LOCKING BAR. (LOCKED POSITION) HANDLE SHALL BE V-6 TO 2'-0" ABOVE GRADE AND SHALL BE FITTED WITH STOPS WHICH WILL HOLD IT IN EITHER THE LOCKED POSITION OR LIFTED POSITION. GATE LATCH DETAIL 1 (OPEN POSITION) VENT HOLE (SEE NOTE 15) TYP AT ALL WELDED JOINTS a °' FOR GALVANIZING PURPOSES CENTER GATE STOP, MUSHROOM. TYPE MALLEABLE IRON. WELD 12" 671��z \ ° o ° LONG STEEL PIPE TO BOTTOM AND e SET IN CONCRETE FORMED WITH 10" SONO TUBE. TOP OF CONCRETE SHALL BE AT FINISHED GRADE ELEVATION. FOR PAVED DRIVEWAYS, INSTALL BEFORE ASPHALT IS PLACED. GATE STOP DETAIL i4� RECORD DRAWINGS NTS 5 4 HEAVY DUTY INDUSTRIAL GATE LATCH PL 152 BY INTERNATIONAL SECURITY PRODUCTS (NOTE THAT LOCK HANGS D( GATE LATCH DETAIL NTS - THE WORK SHOWN ON THIS DRAWING SHALL BE IN ACCORDANCE WITH THE FOLLOWING PSE STANDARDS 1275.1130 CONCRETE, STRUCTURAL 8350.2200 CONCRETE INSTALLATION 1025.8340 STEEL, STRUCTURAL GENERAL NOTES: 3 2 "NAVY DUTY GATE HINGE HOOVER FENCE CO. ALLEABLE IRON BUTT HINGE, ART NO. BHM-65 W/180' 4GE ADAPTER) OR EQUAL. C WELD GATE HINGES 3-PLACES EACH HINGE (TYP) SEE NOTE 4 FOR FINISH. VEHICLE GATE HINGE DETAIL 2 NTS 3" MAX, SEE NOTE 3_ GATE STOP NEEN GATE AND FINISH STATION GRADE VEHICLE GATE DETAIL 5 NTS SPECIFICATIONS: AISC (LATEST) MATERIAL: STRUCTURAL STEEL, ASTM A36 (LATEST) STEEL STRUCTURAL TUBING, ASTM A501, Fy 36 ksi (LATEST) WELDS: PER AWS D-1.1 (LATEST) FINISH: GRIND SMOOTH ALL BURRS AND SHARP EDGES SURFACE COATING: HOT DIP" GALVANIZED PER ASTM A123 AND ASTM A53 (LATEST). ALL UNGALVANIZED WELDS SHALL BE CLEANED, WIRE BRUSHED AND A HOT ZINC STICK COATING APPLIED FOLLOWED BY A FINAL ZINC RICH PRIMER COATING. REFERENCE DRAWINGS & SPECIFICATIONS D-13038 ENTRANCE/ROW GATE SINGLE AND DOUBLE STANDARD DETAIL SECT 02831 CHAIN LINK FENCING & GATES, CIVIL SPECIFICATIONS CONCRETE FOOTING SCHEDULE FOOTING DEPTH (SEE NOTE 13) FOOTING DIAMETER VEHICLE GATE POST 3'-8" MIN 18" MIN VEHICLE GATE POST W/SLATS 4'-0" MIN 24" MIN CORNER/LINE POST 3'-6" MIN 12" MIN CORNER/LINE POST W/SLATS 3'-8" MIN 18" MIN PEDESTRIAN GATE POST 3'-8" MIN 18" MIN NOTE: CONCRETE FOOTING F'C = 2,500 PSI. 4 GATE AND FENCE NOTES a "NAVY DUTY GATE HINGE ' HOOVER FENCE CO. ALLEABLE IRON BUTT HINGE, ART NO. BHM-4 W/180' VGE ADAPTER) OR EQUAL. C WELD GATE HINGES 3 PLACES EACH HINGE (TYP) SEE NOTE 4 FOR FINISH. PEDESTRIAN GATE HINGE DETAIL 3 NTS DUCK BILL GATE KEEPER FIELD DETERMINE HEIGHT POST CAP POST 2"(23/8" OD) SCH 80 PIPE FINISH GRADE GATE KEEPER DETAIL 6 NTS - (TO HOLD GATE OPEN) TO BE INSTALLED ON ALL VEHICLE GATES, SEE NOTE 16 FIELD LOCATE - 2 PLACES 1. GATE CORNER POSTS ARE TO HAVE 90' HINGES (NO 180' ADAPTER REQUIRED). 2. GATE NON -CORNER POSTS ARE TO HAVE 180' HINGES (180' ADAPTER REQUIRED). 3. GATES SHALL BE FABRICATED TO MATCH THE ACTUAL DISTANCE BETWEEN GATE POSTS WITH A MAXIMUM 3" GAP BETWEEN POST AND GATE FRAME. 4. GATES SHALL BE HOT DIP GALVANIZED AFTER FABRICATION AND WELDING. ANY FIELD WELDING SHALL BE WIRE BRUSHED CLEAN AND HOT ZINC STICK COATED TO REPAIR GALVANIZING. 5. FENCE FABRIC WITHOUT SLATS SHALL BE 9 GAUGE WIRE WOVEN INTO A 2" MESH SIZE. 6. FENCE FABRIC WITH SLATS SHALL BE 9 GAUGE WIRE WOVEN INTO A 3% 129" X 5% 129 MESH SIZE. 7. VEHICLE GATE POST SHALL BE 6-INCH STANDARD (6.625-INCH O.D.), WEIGHT 18.97 LB/LF OR LARGER, STEEL PIPE FOR ALL 7-FT HIGH GATES. 8. PEDESTRIAN GATE POST SHALL BE 3.5-INCH STANDARD (4.0-INCH O.D., WEIGHT 9.11 LB/FT) OR LARGER STEEL PIPE FOR ALL 7-FT HIGH GATES. 9. LINE POSTS WITH SLATS SHALL BE 3.5-INCH STANDARD (4.0-INCH O.D., WEIGHT 9.11 LB/LF) OR LARGER STEEL PIPE FOR ALL 7-FT HIGH GATES. 10. LINE POSTS WITHOUT SLATS SHALL BE 2.5-INCH STANDARD (2.875-INCH O.D., WEIGHT 5.79 LB/LF) OR LARGER STEEL PIPE FOR ALL 7-FT HIGH GATES. 11. VEHICLE AND PEDESTRIAN GATE FRAMES SHALL BE 1.5-INCH STANDARD (1.90-INCH O.D., WEIGHT 2.72 LB/LF) OR LARGER STEEL PIPE. 12. FENCE MIDDLE AND TOP RAIL AND BRACES SHALL BE 1.25-INCH STANDARD (1.66-INCH O.D., WEIGHT 2.27 LB/LF) OR LARGER STEEL PIPE. 13. FOOTING DEPTH IS MEASURED FROM TOP OF BASE COURSE. 14. BOLTS HOLDING LATCHES AND OTHER LOCKING HARDWARE SHALL BE PEENED TO PREVENT REMOVAL OF NUTS. NUTS SHALL BE LOCATED ON THE INSIDE OF THE SECURED AREA. 15. ALL PIPE JOINTS SHALL HAVE A 1/2" VENT HOLE AT BOTTOM AND TOP OF RAIL AS CLOSE TO THE WELD AS POSSIBLE. 16. ALL VEHICLE GATES SHALL RECEIVE A GATE KEEPER AS SHOWN ON FENCE PLAN, PER DETAIL 6, THIS SHEET. REVISION DESCRIPTION: IWO NUMBER: CHAIN LINK FENCING SECTIONS AND DETAILS DATE (M/D/Y) PUIGET SOUND ENERGY SUBSTATION ENGINEERING DEPARTMENT DRAWING NO D-18381 REV NO 2 CAD / / ENGINEER / / SHEET: 1 OF REVIEWED / / SCALE: NONE CLASS: SITE I FILE NO: APPROVED / / CADD NO: SSDGN$$ CODE: 3 2 1 Not Used I Chain Link Fencing Sections and Details CONSTRUCTION RECORD DRAWING This construction record drawing is a copy of a cad file prepared by COUGHLIN PORTER LUNDEEN and has been edited to reflect field verified invert and rim elevations of the storm, sanitary sewer and water main systems. Field verified invert and rim elevations were obtained by KLB CONSTRUCTION IN JUNE 2022 The on -site private storm drainage facilities and public/private water and sewer systems were installed in accordance with the approved plans and the documented field revisions and function as intended. 07/08/221 SURVEYED: SCALE: TRS VERTICAL: NAVD 83/1 AS SHOWN HORIZONTAL: NAD 1983/1991 CITY OF DESIGNED: U RAG RENTON DRAWN: PRW ONE INCH DATUM CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. BSB IF NOT ONE INCH REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY TBB E n B A R-406819 IN COMPLIANCE WITH CITY OF RENTON STANDARDS PARK AVENUE NORTH EXTENSION RENTON, WASHINGTON PUGET SOUND ENERGY FENCE DETAIL co N N O CD U Z 0 W Z U-11 x w W Q i Q 0 DATE: 04/30/2021 FIELDBOOK: PAGE: DRAWING NO: C-411O V ) SHEET: 23 OF.