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HomeMy WebLinkAboutW-382430//YJ /nLL U VVMU//YL L/YU. � 1 - 8" 2294z• BEND WJ) 00 co 1 - CONCRETE THRUST BLOCKING I lr_ N INSTALL TEMPORARY 2" BLOW -OFF W/ TEMPORARY BLOCKING a o � 1 GAS 40S- W Q U z W STA. 6+25.8, 6.0'LT GRANT AVE S w INSTALL: a EMPERARY 71IRUST BLOCKING (� gNG�'�` (� I-_ EX. 6 Z (TO BE AB NED) 6 w ��. G OHP OHP, oHP C) STA. +a ,11 L ' GRANT AVE S Q CUT -IN TEE. INSTALL: 7 In 1 - 67x6" TEE (FLxFL) W/ CONC. THRUST BLOCK 5 tii LLl 2 - 6" GV (FLxMJ) rr s 1 - fi x8" INCREASER (FLxFL) / 1 - 8" GV (FLxM✓) 2 - 6" SPOOL y 5' J 2 - 6" 7RANS777ON COUPLING J TESTING DETAIL J = 1s CONNECTION DETAIL O W it REMOVE POLY PIG LAUNCH AND INSTALL: 2 - 8" SPOOL /' - 8" SLEEVE ° Po GAS AS AS— GAS CUT IN. 1 - 8-x8" 7EE (M✓xFL) W/ CONC. 774RUST BLOCK 1 - 8-GV (FLxM✓) I - 80GV (M✓xM✓) I - 8" SPOOL 1 - 8" SLEEVE --dHO dHO dHO — dHO EX. 8"W REMOVED STA. 11+58.1, 4.7'LT S 7TH S7REET INSTALL: 1 - 8" 90' BEND (M✓xM✓) W/ CONC. THRUST BLOCK J TESTING DETAIL j— GRA T AVE. S. STA. 6+48 GRANT AVE. S. SCALE: 1 "=10' )— - - OHP UT & �C/� OHP 6 CLOSE EXIS77NG GATE VALVE. / PLUG AND BLOCK. REMOVE 5 VALVE BOX. INSTALL: 1 - 6" M✓ PLUG GO 1 - CONC. THRUST BLOCK 0�P FINAL CONNECTION DETAIL STA. 14+68.3. 6.51T HIGH ® INSTALL: 1 - CONC. DEADMAN BLOCK NORTH -i -- 81CAP W REMOVED -i — O" BLOW W ACC 1 - TEMPORARY THRUST BLOCKING 1 - 8" 45' BEND W/ CONC. THRUST BLOCK -dH0 dH0 —dH0 dH0 ��� = dH0 — dH0 p l_�I III dHO PROPOSED SANITARY SEWER. CUT AND CAP SEE SHEET S-8. LS. 7TH STREET S. 7TH STREET PROPOSED SANITARY SEWER. SEE SHEET S-8. PROP D 8"W S CONNECTION DETAIL STA. 11+58 S 7TH STREET SCALE: 1 "=10' 41-800-424-55 ONE- CA L L REEING RNCE (LITIES RE ONLY. ACOTHRACTOR OR ALL MELD LOCATE ALL EXISTING JWILITIES TOCONSTRUCTION.0 72 HOURS now what's below. call before you dig. ORIGINAL PLANS STAMPED BY: ANDREW WEIGANDT ON:8/19/17 FINAL CONNECTION DETAIL (7 NORTH 040 0 0 I % - OHP- ____�—CONNECT TO 8" PROVISIONAL TEE. SEE SHEET W-14 FOR DETAILS \ � m e m �O L 3 W TESTING DETAIL 17 CONNECTION DETAIL STA. 14+64 HIGH AVE S SCALE: 1 "=10' N I /1 _0I CONNECT TO 8" PROVISIONAL TEE. SEE SHEET W-14 FOR DETAILS 14+65, 1.3'LTV STA. +w+cw, , 0 ,. 3,- 2. 'LT HIGH AVE. S INSTALL: FLxFL 1 - 87x6" TEE (M✓x" t 2 - 81GV (MJXM✓)FLxMJ 1 - 6"GV (MJXMJ)FLxMJ 2 - 8" SPOOL 2 - 8" SLEEVE I - 6" SPOOL I - 6" SLEEVE CUT AND CAP EX. 60C4 0 I I Ln � �O� do CAP EX. 6" C/ 3 2 10 m III W e FINAL CONNECTION DETAIL 0 NORTH AMERICAN SURVEYING & ENVIRONMENTAL, LLC (ASE) CONDUCTED AN AS -BUILT SURVEY TO LOCATE ALL WATER VALVES AND HYDRANTS. AS -BUILT DRAWING REDLINE MARKUPS WERE MAINTAINED BY LASER UNDERGROUND & EARTHWORKS, INC. BY THE ON -SITE CONSTRUCTION FOREMAN AND PROVIDED TO ASE TO PREPARE THE FINAL RECORD DRAWINGS. THE RECORD DRAWINGS REFLECT THE AS -CONSTRUCTED CONDITIONS BASED ON A COMBINATION OF FIELD SURVEY DATA AND THE AS -BUILT REDLINE MARKUP DRAWINGS PROVIDED BY LASER UNDERGROUND & EARTHWORKS, INC. AND SHOULD BE FIELD VERIFIED FOR ANY FUTURE USE. ALL WATER VALVES AND HYDRANTS WERE FIELD SURVEYED IN THEIR AS -BUILT LOCATIONS AND ACCURATELY REFLECTED HEREON. NOTE.• ALL PIPE SHALL BE BAGGED AND SEALED FROM POINT OF DELIVERY THROUGH INSTALLATION. SURVEYED: SCALE: DAIS: BRH VERTICAL: NAVD 83/1 RENTON HILL UTILITY REPLACEMENT PROJECT / / HORIZONTAL: NAD 191988 1 O6 19 17 DESIGNED: 1 "— 1 O' �� rt C 1 T Y OF FIELOBOOK: AW RENTON DRAWN: AW CONNECTION DETAILS PAGE: II— ONE INCH II DATUM DRAWING N0: CHECKED: AT FUI LL S LE l Plannin Buildin Public Works Dent W-23 AW, AG IF NOT ONE INCH �/ �/ P N0. REVISION BY DATE APPR APPROVED::G SCNE ACCORDINGLY SHEET: 31 OF:88 IWI-10131812141