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i i x J LLI z 0 Of 0 U ro O N O N 0 N 00 N 0 E \ 0 0 3 O E i cn N rn O 00 i m 0 i X W m 0 0 N 0 00 O 0 0 00 Gj j Z B izz 17 II \ WATER AND SANITARY SEWER PLAN \ EX. 8 FOR SS II \ CONNECT TO EX. 8" SS W/ __= ►► _ _ ___= FERNCO COUPLER TO BE MEDICINE - VALLEY MEDICALCENTER "__ ENCASED IN CONCRETE 1 UW 18 LF PRIVATE 8 DI _ � SS ©1.35% ___ _ ___= =_ = ti= MEDICAL OFFICE BUILDING EXPANSION -_-_=_ = =_=__- TEE EX. 6" CONC. SIDE PRIVAT 8 = _ _ _____ ____ SEWER TO NEW SEWER MAIN. L:' _ • : -.' - e - _ �I I ® 1.00 _ =_ ___ __ __ _ _ ' sue. - ° " "' ° • e R; : °`• ' : RELOCATED FDC UNDER SEPARATE --------- L - - - - - - - - .� -.-r - �.; - �. r»_ ;' - - --:.:-•.-.-.�- - -b r.� - J FIRE SPRINKLER PE MIT _===___ ===_ - - - - - - = __- "• r' s • D` p - I I I j...lv. FIRE HYDRANT ASSEMBLY ____ / •D.---------- PER COR STD. PLAN 310.1 - _______ ____ --- ---- D • - . 71, II W CONC. BLOCKING ♦•• s ___ __ _ :'� •.� .�'. :� . : �• ���" t:�+ :.� .. _______________ ��::' DETAIL PER SHEET C21 ♦ I D D Ds __ - 4 VAN D. - YaAN-. R �44DIi' ' - - - - - - _ _ II l'., O INSTALL- _ _ _ _ =�\ - - :'s ... ' ♦ ♦ : : , : I :� 10 LF 6" D.I. W •D 9•. .Ds .D•e' 4• .;° D.• °; °. s. w p' d' •• YY I 7 W/ 0ACI °WATFRI -VALV .:`•..� • ♦4• 1' 4 II 4�.:.• ', / / ,- _==_ N: 11641185.6951•. • ':�: • 6'" ; . ' 'P D.. . °D.' . •:D °♦. . • :' •. °, :. b. I o _____ ___ '9� _• ♦ " EX. FIRE HYDRANT TO BE REMOVED. „ ----= --= E: 129E 822.44 2 0 °� ° °♦+ ° . D `D ♦ I --------- _• .0 ; I CAP AT THE MAIN. SEE SHEET C3 _ ' TEE EX. 6 CONC. ----- --__ O \ >... .•.. ____- ----_ 80.99 RIM I= - 1 12 x6 TAPPING TEE (FL) SIDE SEWER TO =_____ 6.49 IE " ♦ .p • ♦ I :•� :pis• ?p.•. • e.'D •'' 1-6" GATE VALVE (FLxFL) NEW SEWER MAIN =___- \ 6 : . : ♦ \ CONC BLOCKING / / / - G 66.29 IE . 41l)..°e-_-_-_-_-_-_-_- :� __D - - - - - - - - - - - - _ ---- s / -- - 2---------------- - _-- DETAIL PER SHEET C21 O\------------------ t .•Dls . pl w D'° ..D '°•:• ____ •...•';. :•.P .:. / \ I ___________________ ____= 1-90° BEND FLxMJ » - _- \------------------- ... > • ------ (FLxMJ) 1-3 WATER METER -- --_\\ I ♦•e----------------------- CONC. BLOCKING - -- rl�:,-------- _____---- _ ===- DETAIL PER SHEET C21 =__ _=_ - W/ 4" SERVICE LINE ®^ { •:" PER C.O.R. DETAIL 320.4 ALL I ° _____.' °.' '> is p•• ,s$ ♦D __ -- ___________ - MOUNT _NLOCATED ____D_ •-- ----D. __- p \ ,SPRINKLER OATs IDED ? FDCROOMN ___ DETAIL PER SHEET C21 =______________ ______ 00 _ �r NEW 15' \ 1-12" GATE VALVE (FLxMJ) ) o `'� 1-12"x4" TEE (FL) WITH 4" GATE VALVE (FLxMJ; WATER EASEMENT ► \\ •� _ = I I I (PUBLIC) 1-12" LONG SOLID SLEEVE (MJ) a \\ •. _ _=_ - = I I I 13 LF 4" D.I. BYPASS CONCRETE BLOCKING PER COR STD. PLAN 330.E PIV DETAIL PER SHEET C21 RPBA INSIDE SPRINKLER ROOM "' -I - I I \\ ♦D'. _ _ I I IDDCVA INSIDE SPRINKLER cur 0 1 CIT1f FORCES) I ROOM \ \ 1-12"x6" TEE (FL) PER COR STD. PLAN 360.5 >`:� -6"GATE VALVE (FLxMJ) \1 DETAIL PER SHEET C21 1-12��GATE VALVE (FLxMJ) EX. SSMH #1251/� \. _ ----= I I I PIV \ $ r, 1-12" LONG SOLID SLEEVE (MJ) =_= I SSMH ±:' . W CONC. BLOCKING I W BA K WATER/ �/A E\° _ - - I I W/ BACK WATER I VALVE 12 LF 6 D.I. W r \ "� u 752.59 3 I I I N: 165023.954 ': 1 WATER SERVICE LINE INSTALLED I 1 E: 2 8909. -___= BY CITY FORCES PER COR STD. 80.14 RI I I ____= I I E: 1299018.6110 I : PLAN 320.1. / 73.14 IE$/�( EW I ¢�s ____= I I 83.78 RIM -= ,8�9 I I _ -_-- I 75.96 IE = �7 (61 S) 73.44 IE f�/QE 8 E) I I .f / I --___ I I 75.91 IE = �9 (61 NE) I 3 LF D.I. W ER I 73.24 IE fa.-6//(EX. I6" W) I -- __-- - - - - - - - - - - - - - - - - - 39C�17 I \ OVA 73.24 IE T(EX. 8" 2 PI S) I D RIM = 83.87 188C010 ❑ \ S \ PL�N 340.8 I I ° •.'p ____= PROPOSED IE = 76.05 (6" N)I RIM = 83.88 I All ET C22 , MEDICAL OFFICE IE = 76.05 (6" S) I IE = 76.05 (6" N) 9-X. o IE = 76.06 (6" S) _ _ _ _ - •1 J yl I ♦ _ _ _ I BUILDING I _ N= M 0 I === I FF=81.0 21 LF 6" PVC ss ®2.00% ___ _ _ _ _ __ °.D•. I EX. SS H128 I FF=9725 1-4" 11.25" BEND (MJxMJ) ________________ �{''� RIM 8 .92 / I I W/ CONC. BLOCKING--------------- -�73.9 CAP N) I I _ _ -____ I lI) _ = I 13 l F 4" D.I. MAIN TO BYPASS ________________ --__ ---------------- 0 I _ _______________" 11 IF 6" PVC SS 0 2.00% MIN ---------------- I II ---------------- I EX. SSMH #12 //I i o `P♦: _ I I RAFiEADRAIN80________________ I RIM 81.4 : g =_____________ ____ I IE 74.0 (8"C �yI1W-E I I = i i IE = 81.25 (6" NW) _______________ COVERED TRASH AREA __ _ - ---------------- // I I I --_-_-_-_ . _______________" _________- // II =______________- _ I - - / o --- // I rrrrrrrrrrrrrrrrrrrrrrrr p D• ====r= - -rr===rr=_ -=rrr_------r rrrrrrrrr===�rrr_ I s• p' • D:. D: :D D.• • • • A' 'Q s .o I 0 P `_____________________________________________________ 10 _ y . poi// SEX. 8" WATER AND HYDRANT TO BE REMOVED E 0 0 LL 0 / i / / / o EX. 8" WATER TO REMAIN I� L QI-�HAs 18215 72ND AVENUE SOUTH P�� SAD M� � �F �V KENT, WA 98032 W A Sy1 .�� (425)251-6222 o (425)251-8782 FAX ,L ? o ,p 24661 `71 CIVIL ENGINEERING, LAND PLANNING, �Fss/ONAL�EF�G\�� NG ESURVEYING, ENVIRONMENTAL SERVICES !CAP EXISTING 8" WATER AND ABANDON IN PLACE 1-8"x6" TEE (MJxFL) 1-6" GATE VALVE (FLxMJ) 10 LF 6" D.I. W I I 8" PLUG (MJ) I FIRE HYDRANT ASSEMBLY I I PER COR STD. PLAN 310.1 DETAIL PER PER BLOCKING NSHEETC21 --I--�--] I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 4 REVISED PER AS -BUILT CONDITIONS 3 EXISTING SIDE SEWER CONNECTION POINTS AT SE OF SITE 2 REVISED SEWER AND STORM AT TUNNEL AREA CP-03 0 61 F.ITIRM Me, SURVEYED: ZTW 10/28/2C ZTW DESIGNED: zTW ZTW 5 16 18 ZTW ZTW 4 25 18 ZTW DRAWN: ZTW ZTW 4 2 18 ZTW CHECKED: AS BY DATE APPR APPROVED: AS I I I I I I I I I I I I I I I I I I I I I SCALE: 1 "=20' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERnCAL: NAVD 1988 HORIZONTAL- NAD 1983/1991 DATU M W \ \ 0 1 r CITY OF RENTON Planning/Building/Public Works Dept. �o0�0000�oo � �o��0000000000000000 LEGEND: PROPOSED TYPE II CATCH BASIN O PROPOSED TYPE I CATCH BASIN EXISTING TYPE II CATCH BASIN O EXISTING TYPE I CATCH BASIN PROPOSED STORM DRAIN CLEANOUT PROPOSED STORM DRAINAGE LINE EXISTING STORM DRAINAGE LINE PROPOSED SANITARY SEWER LINE PROPOSED SANITARY SEWER MANHOLE • PROPOSED SANITARY SEWER CLEANOUT EXISTING SANITARY SEWER MANHOLE EXISTING SANITARY SEWER LINE PROPOSED TEE PROPOSED GATE VALVE PROPOSED FIRE HYDRANT PROPOSED FDC PROPOSED CONCRETE BLOCKING PROPOSED WATER METER 0 N n NOTES: 1. ALL CONCRETE BLOCKING FOR HORIZONTAL BENDS, VERTICAL BENDS, AND TEES SHALL BE PER COR STANDARD PLANS 330.2 AND 330.3. 2. ALL MECHANICAL JOINT FITTINGS AND VALVES SHALL HAVE RESTRAINED GLANDS EQUAL TO MEGALUG SERIES 1100 OR ROMAC ROMAGRIP. 3. A SCHEDULE FOR WATER SERVICE CONNECTIONS SHALL BE COORDINATED WITH THE CITY PUBLIC WORKS INSPECTOR AND CITY PROJECT MANAGER. ALL CONNECTIONS TO THE EXISTING WATER MAIN NEED TO BE COMPLETED BY THE CITY MAINTENANCE CREWS. 4. POTENTIAL CONFLICTS FOR CONNECTIONS DUE TO EXISTING DUCT BANK BUILT OVER EXISTING WATER MAIN. CONTRACTOR TO FIELD VERIFY THAT CONNECTIONS CAN BE MADE. NOTIFY ENGINEER IF CONFLICTS EXIST. 0 N S U NOTES: 1. WHERE PIPES CROSS UNDER TUNNEL, SUBGRADE TO COMPACTED TO 95% MAXIMUM DENSITY aQ 2. WHERE PIPES CROSS UNDER TUNNEL, PIPES ARE TO BE ENCASED IN CONCRETE an W S-396401 Q W-396401 IN COMPLIANCE WITH CITY OF RENTON STANDARDS W w V Q DATE: WATER AND SANITARY SEWER PLAN 12/29/2017 UW MEDICINE - VALLEY MEDICAL CENTER FlELDBOOK: PAGE MEDICAL OFFICE BUILDING EXPANSION DRAWING NO: 400 SOUTH 43RD STREET RENTON, WA 98055 SHEET: OF: C10 28 CONSTRUCTION RECORD DRAWING THIS CONSTRUCTION RECORDING DRAWING IS A COPY OF THE APPROVED CONSTRUCTION DRAWINGS PREPARED BY BARGHAUSEN CONSULTING ENGINEERS, INC AND HAS BEEN EDITED TO REFLECT ASBUILT CONDITIONS. THE INFORMATION PROVIDED ON THESE RECORD DRAWINGS IS A COMBINATION OF FIELD SURVEYED INFORMATION AND DOCUMENTED FIELD REVISIONS.