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HomeMy WebLinkAboutD-357061RESTRAINED JOINTS (P Q 26 WITH FOUR 3 4" SHACKLE DS 12" MJ SLEEVE WITH MEGALUGS 1 EXISTING GROUND 24 EXISTING 12" DI WATER ----`— EXISTING SHACKLE ROD 3 g EXISTING 12" DI WATER 22 " ---- —------- ----------- ---- ----------- (FL X MJ) 4 20 18 14 2 EXISTING 12" TEE ; .5': (REMOVED) THRUST BLOCK, TYP 12 MJ X FL 1 10 \ \—EXISTING 60' CONCRETE 8 NEW 60" STORM TRUNK STORM TRUNK 26 EXISTING 12" 24 GATE VALVE (FL X MJ) 22 EXISTING 12 TEE 20 18 16 EXISTING 4 IHHU�il BLOCK 12 10 N RUST 8 PROFILE WATER LINE AT STA 10+14 (SW 7TH ST AND POWELL AVE SW, SHT Cl) HORZ. SCALE: V=5' VERT. SCALE: 1"=5' RESTRAINED JOINTS O9 6 WITH FOUR 3/4" SHACKLE ROD I NEW 60" STORM TRUNK a EXISTING GROUND M a -- ----r STORM TRUNK PROFILE WATER LINE AT STA 28+52 (SW 7TH ST AND LIND AVE SW, SEE SHT C5) HORZ. SCALE: 1"=5' VERT. SCALE: 1"=5' ------- 10" EXISTING WATER LINE 2" PIPE � 26+,7 ? 00 _ 14+00 X"A 4EW 5.0' 15.0' 10TER z.s Q 12 THRUST BLOCK, TYP EX 60" TRUNK 26 14+50 24 i NEW 60" TRUNK 16 22 20 17) 18 NEW 12" T ING TEE AT----- STA 28+00 10" DI WATER 14" FIR LINE. IISEE 0 THIS SHEEP. -UP�UP�U PLAN WATER LINE AT STA 14+20 16 II 1, _ SCALE: 1"=10' �cT G Louis Berger �I TCRV���aFE4 o. 'ZONALG 520 Pike St, Ste 1005, Seattle, WA 98101 - 206.453.1043 NEW DI WA LENGTH VARIES — SEE PROFILES ON THIS SHEET CONSTRUCTION NOTES -12" - STA 10+14 GENERAL NOTES O INSTALL 1-12" MJ SLEEVE WITH MEGALUGS. CONNECT TO 1. NOT ALL EXISTING THRUST BLOCKS ARE SHOWN FOR 6—INCH THICK REINFORCED CONCRETE SLAB EXISTING 12" DI AND SHACKLE RODS. CLARITY. REMOVE EXISTING BLOCKING WHERE NEEDED TO 7 INSTALL IMPROVEMENTS. INSTALL SHACKLE RODS AND TIE BOLTS PER CITY STANDARD DETAIL 330.5. IN ADDITION, USE RESTRAINED 2• ONE CONCRETE BLOCKING IS USED FOR BOTH UPWARD JOINT PIPE. AND DOWNWARD VERTICAL BENDS PER CITY OF RENTON STD PLAN 330.3 AS APPLICABLE. CUT EXISTING SHACKLE RODS ALONG EXISTING PIPE. COUPLE NEW RODS TO THE EXISTING AND EXTEND TO 3. THERE MAY BE PROTECTIVE CONCRETE SLABS ABOVE 6" THICK SAND LAYER CONNECT TO NEW SHACKE ROADS AT MJ SLEEVE. EXISTING WATER WHERE WATER CROSSES THE EXISTING 12" DI WATER STORM TRUNK. REMOVE AND DISPOSE OF CONCRETE AS ® CONNECT TO EXISTING 12" GATE VALVE (FL X MJ BASED NEEDED. THIS WORK SHALL BE PAID FOR UNDER REMOVAL ON AS —BUILT DWGS, FIELD VERIFY). INSTALL: OF STRUCTURES AND OBSTRUCTIONS. 1— 12" SPOOL (PLAIN END) � ( i� 2— 12" 45 DEGREE BEND (MJ) WITH MEGALUGS 4. ALL DI PIPE AND FITTINGS SHALL BE POLYWRAPPED PER 2 1— VERTICAL THRUST BLOCK SECTION 7-09.3(17). TRENCH BACKFILL 60" STORM TRUNK O © REMOVE EXISTING THRUST BLOCK. PROVIDE A PROTECTIVE CONCRETE SLAB WITH SAND CONSTRUCTION NOTES - 10" - STA 14+20 1 CONNECT TO EX 12" DI. INSTALL: CUSHION LAYERS PER DETAIL 1 ON THIS SHEET. 1— HORIZONTAL THRUST BLOCK PER CITY OF REN N STD PLAN 330.2 DETAIL Q REINFORCE WITH #4 BARS AT 12—INCH CENTERS 1— 12"x10" TAPPING TEE (MJ X FL) 1 EACH WAY (OR EQUIVALENT REINFORCEMENT). 10" TAPPING VALVE (FL X MJ) PROTECTIVE CONCRETE SLAB — SCALE: 1/2"=1'—O" rONCTRI Ir.TION NOTFS - 12" _STA 9R+.ri9 13 INSTALL 5.0, THICK ,ND LAYER SECTION A PROTECTIVE CONCRETE SLAB SCALE: 1/2"=1'—O" RFCTRAINFn .InINTC WITH FnIII? 3/4" CHACIII F Rl1TIC/,—.\ ® INSTALL 1-12" MJ SLEEVE. CONNECT TO EXISTING 12" DI AND SHACKLE RODS. EXCAVATE AND EXPOSE ENOUGH OF THE EXISTING WATER NEAR CONNECTION TO CONFIRM THAT ANY PIPE DEFLECTION WILL BE NO MORE THAN 1/2 THE MANUFACTURER'S RECOMMENDED ALLOWABLE DEFLECTION. O9 INSTALL SHACKLE RODS AND TIES BOLTS PER CITY STANDARD DETAIL 330.5. IN ADDITION, USE RESTRAINED JOINT PIPE. 10 CONNECT TO EXISTING 12" GATE VALVE (ASSUMED FL X MJ, FIELD VERIFY). INSTALL: 1— 12" SPOOL (PLAIN END) 2— 12" 45 DEGREE BEND (MJ) WITH MEGALUGS 1— VERTICAL THRUST BLOCK 11 INSTALL: 1— 12" GATE VALVE (MJ) 1— 12" SPOOL (PLAIN END) 1— 12" MJ SLEEVE WITH MEGALUGS 90! HORIZ BEND EXISTING 40 LF f NEW 10" DI WATER WITH BLOCKING 10" DI WATER -- T SEE— — ------------------- --------- 14 ----- --------- z o m HIRUSI 13 16 BLOCK 90' HORIZ BEND WITH BLOCKING 14 15 10" JOINT RESTRAINT 12 GAXE 0 (FLXMJ) �NEW 60" STORM TRUNK 1 EXISTING 60 8 CONCRETE STORM TRUNK PROFILE WATER LINE BEGINNING AT STA 14+20 (SW 7TH ST, SEE SHT C2) HORZ. SCALE: 1"=5' VERT. SCALE: 1"=5' "PACEE:AS NOTED rcsc" �F/JE/RL JILT REVISIONS MSG 9/22/2018 MSG " : ABG DATUM BID SET MSG 4/18/2016 MSG REVISION BY DATE APPRSG 1— 1 " 90 DEGREE HORIZONTAL BEND J) WITH MEGAL S 1— HORI NTAL THRUST BLOCK PER TY OF RENTON STD PLAN 30.2 14 CONNECTION TO 10" DI WATER ALL OCCUR AFTER HOURS (I.E. AFTER - 7PM). CONT CTOR SHALL NOTIFY AFFECTED COMPANY ONTACT AT EAST FOUR WORKING DAYS PRIOR TO WOR . WATER ERVICE TO BUSINESS SHALL BE RESTORED BEFORE XT AY. INSTALL: 1— 10" 90 DEGREE ONTAL BEND (MJ) WITH MEGALUGS 1— HORIZONTAL THR T OCK PER CITY OF RENTON STD PLAN 330.2 1— 10" SLEEVE J) WITH GALUGS 15 SHACKLE TO 90 GREE HORIZON BEND, INSTALL: 1— 10" J01 RESTRAINT (STAR NCHOR, STARGRIP, OR EQUIVA NT) ON EXISTING 10" PE 4— EYE LTS 4— SH KLE RODS i6 INSTALL EW 60" SD TRUNK TO APPROX THI LOCATION, THEN STALL NEW WATER LINE. AFTER WATER ELOCATION IS C MPLETE, PROCEED WITH SD TRUNK INSTAL TION. 17 P UG EXISTING VALVE WITH 10" MJ PLUG. 1 SHACKLE ALL PIPES AND FITTINGS TO TAPPING VALVE TH FOUR 1" SHACKLE RODS. SEE CITY OF RENTON STANDA DETAIL 330.5. QAS —BUILT (AB) STORM DRAIN PIPE SLOPE & ELEVATION QTHRUST BLOCK AND 45 DEGREE ELBOW NOT NEEDED. ABLE TO RUN NEW 12"WATER FROM EXIST 12"TO VALVE WITH SLIGHT DEFLECTION IN JOINTS. ONLY 2 RODS HAD BEEN USED ON EXISTING 12"WATER, AND 2 —3/4"RODS USED ON NEW 12"WATER. 3Q 12" WATER ABLE TO BE LAID STRAIGHT. NO ELBOWS OR THRUST BLOCKING NEEDED. NO SHACKLE RODS USED. CDF USED FOR BACKFILL UNDER 12". 4Q EXIST 10" WATER WAS ABOVE NEW 60"SD. RELOCATION NOT NEEDED. QLOCATION OF NEW 12" ISOLATION VALVE ADJUSTED DURING CONSTRUCTION, SEE DWG C-5 FOR APPROXIMATE NEW LOCATION. 6Q 6 — 3/4"SHACKLE RODS WERE USED INSTEAD OF 1"SHACKLE RODS. 2 1 0 2 4 Scale Feet AS -BUILT 5 2.5 0 5 10 RECOMMENDED Scale Feet FOR APPROVAL BY _04L/s-� 10 5 0 10 20 1"=10' BY Scale Feet CITY OF SW 7th ST, POWELL AVE SW TO LIND AVE SW os/25/2018 RENTON STORM SYSTEM IMPROVEMENT PROJECT - PHASE 2 Planning/Building/Public Works Dept. WATER LINES RELOCATION DETAILS C 1 2 16 °F 20 ,mmmmmms