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Home My WebLink AboutS-3628056' -0° 1 -5/8" O.D. TOP RAIL 2 -3/8" O.D. LINE POST 1 -5/8" O.D. BOTTOM RAIL 1 -2/3" O.D. BRACE RAIL ATTACH TO ALL END, PULL, GATE AND CORNER POSTS 2 -7/8" O.D. END POST Y" STAINLESS STEEL NIPPLE AS REQUIRED, TYP. OF 3 Y2" STAINLESS STEEL TEE – 3/" TIE ROD AT ALL y2" STAINLESS STEEL BALL _ CORNER, END, GATE AND VALVE, TYP. OF 2 PULL POSTS Y2" STAINLESS STEEL –_THREADED TAP ALL CHAIN LINK FENCE SHALL BE GALVANIZED CHAIN -LINK FENCE NOT TO SCALE POST HOLE CONCRETE: NOTES: GATE AND ENO POSTS (2) LINE POSTS (2) 1. NOTE: MINIMUM DEPTHS BASED ON IBC GRAVEL(GW) OR MIN. DEPTH = 54° 48° SANDY GRAVEL(GP) SOIL TYPES PER IBC TABLE 1804.2. MIN. DIAMETER = 18° 18" 2. CONCRETE FOR ALL FOOTINGS SHALL BE WSDOT CLASS 4000. MIN. POST EMBEDMENT = 24" 24" SHACKLE ROD SCHEDULE 5" REAR WHEEL WITH BRACKET, TYP. – 1%" HORIZONTAL TRACK O.D. GATE POST 10' MAX. - MANUAL CHAIN -LINK ROLL GATE DETAIL FIE NUT A: SHACKLE ROD DETAIL NOT TO SCALE TIE BOLTS SHALL BE INSTALLED PER MANUFACTURER'S WRITTEN RECOMMENDATIONS PRESSURE GAUGE, SEE SPECIFICATIONS Y2" STAINLESS STEEL DIAPHRAGM SEAL 3" WELDED SS GOOSENECK 3" SS PIPE GROUND ELEVATION TRANSITION TO PVC BELOW GRADE 24° MIN. FLANGE 2" SQUARE Ys ENTIRE LENGTfLENGTH 3, -0" 4.25" DIA. 1/8" MIN. THICKNESS SOLID METAL STOCK, 1/8" MIN. AS REQUIRED THICKNESS A i SCREW 3" WELDED SS BEND 3" SS PIPE 2.25° INSIDE MEASUREMENT 2.25" DEPTH OPERATING NUT EXTENSION PROPOSED FORCE MAIN - WET WELL PASSIVE VENT DETAILS PIPE / NOT TO SCALE PRESSURE GAUGE DETAILS BACKFlLL AROUND VALVE WITH COMPACTED NOT TO SCALE SEE VALVE / CRUSHED ROCK BOX DETAIL / AS REQUIRED STANDON ADJUSTABLE PIPE SUPPORT 2 "0 GALVANIZED STEEL PIPE (2) 5/8 °0 SS DRILL AND EPDXY ANCHOR SYSTEM EQUAL TO HILTI HIT C100" WITH SS NUT AND WASHER, EMBED 4" MINIMUM VALVE VAULT FLOOR. MN TRrnlrw VERTICAL PIPE SUPPORT DETAIL HATCH CURB NOT TO SCALE OPENING BAR 3 2)2"x7¢" BRACKETS T &B, 8' O.C. MAX. VERTICAL SPACING NOTES: 1. LADDER SHALL BE ALUMINUM. 2. LADDER MUST MEET CONSTRUCTION REQUIREMENTS OF ANSI A14.3 STRINGERS, FB 2){X)2" LADDER RAILS, PUNCH TO RECEIVE RUNGS CONCRETE WALL /RISER TYP 3/1 18" 7' MIN. TRENCH WIDTH PER WSDOT SS 2 -09.4 PIPE ZONE BACKFlLL PER WSDOT SS 7- 08.3(3) RAVEL BACKFlLL FOR PIPE ZONE BEDDING PER ISDOT SS 9- 03.12(3) PIPE ZONE BEDDING NOT TO SCALE SURFACE FINISH PER PLAN VALVE BOX BASE, PER CITY OF RENTON STANDARD INSTALL VALVE PLUMB AND VERTICAL. PRETEST CLUSTERS PRIOR TO INSTALLATION. GATE OR ECCENTRIC PLUG VALVE (GATE VALVE SHOWN), (FLxFL) FOR PVC, PROVIDE VAN -STONE STYLE FLANGE ADAPTER (FLxS). INSTALL PER MANUFACTURER'S RECOMMENDATION. PROVIDE 4" THICK CONCRETE SUPPORT "- BLOCK UNDER VALVE, TYP ISOLATION VALVE DETAIL o o ° PIPE ODD. + 24" - o TRENCH 1UMITS o ° a� I 4 ° °. i u a 12" 2" �! 1" DIA. RUNGS, EQUALLY SPACED TYP. VERTICALLY ® 12" O.C. < 0 PLAN PROFILE TYPICAL LADDER DETAIL NOT TO SCALE PROVIDE ADDITIONAL DIAGONAL /BRACKETS AT TOP CONNECTION Va" CONCRETE ANCHORS, (TYP.) IN LIEU OF TOP DIAGONAL, EXTEND RAILS AND BEND 3" AT FLOOR. SECURE NTH 3¢" CONCRETE ANCHORS PROVIDE 6" OF CSTC COMPACTED TO FIRM AND UNYIELDING CONDITIONS. � CDF TRENCH DAM SIGNED: 05/23/12 SIGNED. 05123112 +. \�1 C) Wy J V m J Q J Q W I- ZE SHACKLE ROD FITTING NUMBER SIZE EH 04/25/13 ,we xo: 112 -033 125LB 4" 2 3/4" NATIVE SOIL CONDITIONS UNKNOWN, CONTRACTOR SHALL REVIEW DATE 8" 2 3/4" 10" 4 3/4" 12" 4 3/4" 250LB 4" 2 3/4" 6" 2 3/4" a. 10" 4 3/4" 12" 6 3/4" 5" REAR WHEEL WITH BRACKET, TYP. – 1%" HORIZONTAL TRACK O.D. GATE POST 10' MAX. - MANUAL CHAIN -LINK ROLL GATE DETAIL FIE NUT A: SHACKLE ROD DETAIL NOT TO SCALE TIE BOLTS SHALL BE INSTALLED PER MANUFACTURER'S WRITTEN RECOMMENDATIONS PRESSURE GAUGE, SEE SPECIFICATIONS Y2" STAINLESS STEEL DIAPHRAGM SEAL 3" WELDED SS GOOSENECK 3" SS PIPE GROUND ELEVATION TRANSITION TO PVC BELOW GRADE 24° MIN. FLANGE 2" SQUARE Ys ENTIRE LENGTfLENGTH 3, -0" 4.25" DIA. 1/8" MIN. THICKNESS SOLID METAL STOCK, 1/8" MIN. AS REQUIRED THICKNESS A i SCREW 3" WELDED SS BEND 3" SS PIPE 2.25° INSIDE MEASUREMENT 2.25" DEPTH OPERATING NUT EXTENSION PROPOSED FORCE MAIN - WET WELL PASSIVE VENT DETAILS PIPE / NOT TO SCALE PRESSURE GAUGE DETAILS BACKFlLL AROUND VALVE WITH COMPACTED NOT TO SCALE SEE VALVE / CRUSHED ROCK BOX DETAIL / AS REQUIRED STANDON ADJUSTABLE PIPE SUPPORT 2 "0 GALVANIZED STEEL PIPE (2) 5/8 °0 SS DRILL AND EPDXY ANCHOR SYSTEM EQUAL TO HILTI HIT C100" WITH SS NUT AND WASHER, EMBED 4" MINIMUM VALVE VAULT FLOOR. MN TRrnlrw VERTICAL PIPE SUPPORT DETAIL HATCH CURB NOT TO SCALE OPENING BAR 3 2)2"x7¢" BRACKETS T &B, 8' O.C. MAX. VERTICAL SPACING NOTES: 1. LADDER SHALL BE ALUMINUM. 2. LADDER MUST MEET CONSTRUCTION REQUIREMENTS OF ANSI A14.3 STRINGERS, FB 2){X)2" LADDER RAILS, PUNCH TO RECEIVE RUNGS CONCRETE WALL /RISER TYP 3/1 18" 7' MIN. TRENCH WIDTH PER WSDOT SS 2 -09.4 PIPE ZONE BACKFlLL PER WSDOT SS 7- 08.3(3) RAVEL BACKFlLL FOR PIPE ZONE BEDDING PER ISDOT SS 9- 03.12(3) PIPE ZONE BEDDING NOT TO SCALE SURFACE FINISH PER PLAN VALVE BOX BASE, PER CITY OF RENTON STANDARD INSTALL VALVE PLUMB AND VERTICAL. PRETEST CLUSTERS PRIOR TO INSTALLATION. GATE OR ECCENTRIC PLUG VALVE (GATE VALVE SHOWN), (FLxFL) FOR PVC, PROVIDE VAN -STONE STYLE FLANGE ADAPTER (FLxS). INSTALL PER MANUFACTURER'S RECOMMENDATION. PROVIDE 4" THICK CONCRETE SUPPORT "- BLOCK UNDER VALVE, TYP ISOLATION VALVE DETAIL o o ° PIPE ODD. + 24" - o TRENCH 1UMITS o ° a� I 4 ° °. i u a 12" 2" �! 1" DIA. RUNGS, EQUALLY SPACED TYP. VERTICALLY ® 12" O.C. < 0 PLAN PROFILE TYPICAL LADDER DETAIL NOT TO SCALE PROVIDE ADDITIONAL DIAGONAL /BRACKETS AT TOP CONNECTION Va" CONCRETE ANCHORS, (TYP.) IN LIEU OF TOP DIAGONAL, EXTEND RAILS AND BEND 3" AT FLOOR. SECURE NTH 3¢" CONCRETE ANCHORS PROVIDE 6" OF CSTC COMPACTED TO FIRM AND UNYIELDING CONDITIONS. � CDF TRENCH DAM SIGNED: 05/23/12 SIGNED. 05123112 +. \�1 C) Wy J V m J Q J Q W I- ZE S-362 805 TRENCH DETAIL � RiNi �EH 04/25/12 Jul 16, 2013 NOT TO SCALE RH2 RING INC. DATE WNT: REN 1 REVISED TO CONFORM TO CONSTRUCTION RECORDS AHF EH 04/25/13 ,we xo: 112 -033 .......... °..- . -. °.- REVISION NATIVE SOIL CONDITIONS UNKNOWN, CONTRACTOR SHALL REVIEW DATE nu:xnia: LIBHS– D– DET.DWG /yN /�0�. BE RESPONSIBLE FOR TRENCH STABILITY AND SAFETY- VA IES o oo ENGINEERS PLANNER S o BACKFlLL AND MECHANICALLY COMPACT (6" LIFTS) SCIENTIST S - - - - o o - - IMPORTED SELECT BACKFlLL TO 95% OF THE MODIFIED ° - PROCTOR' RH2 ENGINEERING, INC. hltp: / /www.rh2.com mailb.x&h2.com 1.8K720.8052 0 0 TRACER / LOCATOR TAPE BELLINGHAM aw c-�s.oe-s 16" 454 West Horton Rood BOTHEII awsssaoo 22722 29th Drive SE, Suite 210 FAST WENATCHEE t zsm 18" 18" 300 Simon Street, Suite ite 5 5 PIPE ZONE BEDDING AND RICHLAND sossoss,e, BACKFlLL PER DETAIL 114 Columbia Point Drive, Suite C SANITARY SEWER MAIN :..jD �, t EXCAVATE UNSUITABLE MATERIAL AND PROVIDE 2021 NW Mhy a ante 107 sso 2027 NW Mhyre Rd, Suite tD7 .r� I FOUNDATION MATERIAL CLASS A CONFORMING TO INSECT SS 9 -03.17 COMPACTED TO A UNIFORMLY DENSE AND TACOMA z327za 72" MAX. I� UNYIELDING FOUNDATION, WHEN UNSUITABLE MATERIAL IS 621 Pacific Avenue Suite 704 1 1 ENCOUNTERED AND AS DIRECTED BY THE ENGINEER SCALE: SHOWN 2" PQQQQQi KEY CDF TRENCH DAM INTO 12" 0 1" 2" OF NATIVE PIPE OD + 16" DRAWING IS NOT TO SCALE PIPE OD + 24" IF BAR IS NOT 2" LONG MINIMUM AND MAXIMUM RECORD DRAWING PLOT: 1 OK wr WIDTH AT PIPE ZONE REVISED TO CONFORM a �:DEH TO CON TRUCTIO RECORDS CO3 S-362 805 TRENCH DETAIL � RiNi �EH 04/25/12 Jul 16, 2013 NOT TO SCALE RH2 RING INC. DATE WNT: REN 1 REVISED TO CONFORM TO CONSTRUCTION RECORDS AHF EH 04/25/13 ,we xo: 112 -033 17 REVISION BY REVIEW DATE nu:xnia: LIBHS– D– DET.DWG /yN /�0�.