No preview available
HomeMy WebLinkAboutzW-3964Seti 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. I I I I 0) X J W z O N U U W 0 n N 0 N 0 N \ 00 N 0 N 0 0 O E I 0 I N rn O 00 i m O X W CO O 0 / N 0 00 O 0 0 00 z� B r, 17 N WATER UTILITY NOTES AND SPECIFICATIONS 1. ALL WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. 2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE LIMITED TO 8:30 AM TO 3:30 PM ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT AT (425) 430-7301. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE OF ANY WORK IN THE RIGHT OF WAY. 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. FOR UTILITY LOCATES CALL 48-HOUR LOCATORS 800-424-5555. 4. AN APPROVED TRAFFIC CONTROL PLAN IS REQUIRED TO BE SUBMITTED AT THE PRE -CONSTRUCTION MEETING. 5. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 METERS, AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991 METERS UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. 6. ALL WATERMAIN PIPE IS TO BE CEMENT LINED DUCTILE IRON PIPE CONFORMING TO AWWA C110 AND C111 OR LATEST REVISION, THICKNESS CLASS 52. CEMENT MORTAR LINING AND SEAL COATING SHALL CONFORM TO AWWA C104 OR LATEST REVISION. PIPE JOINTS TO BE PUSH -ON OR MECHANICAL Q joint. BEDDING TO BE CLASS C. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE POLYETHYLENE WRAPPED PER ANSI/AWWA C105/A21.5-93 STANDARDS. 7. CAST IRON AND DUCTILE IRON FITTINGS SHALL BE CEMENT LINED, PRESSURE RATED AS NOTED ON PLANS, AND IN ACCORDANCE WITH ANSI/AWWA C110/A21.10-87. CEMENT LINING SHALL BE IN ACCORDANCE WITH ANSI/AWWA C104/421/4-90. IF FITTINGS ARE 3 TO 12 INCHES IN DIAMETER AND HAVE MECHANICAL JOINTS, THE FITTINGS SHALL IN ACCORDANCE WITH EITHER ANSI/AWWA w C110-A21.10-87 OR ANSI/AWWA C153/A21.53-94. THREE (3) INCH TO 12 INCH DIAMETER FITTINGS, WHICH HAVE MECHANICAL JOINTS AND/OR FLANGED JOINTS, SHALL BE IN ACCORDANCE WITH IUD ANSI/AWWA C110/A21.10.87 OR A COMBINATION OF ANSI/AWWA C110/A21.10.87 AND ANSI/AWWA C153/A21.53-94 SUCH THAT THE PORTION OF THE FITTING WITH A MECHANICAL 0 JOINT(S) MAY BE WITH ANSI/AWWA C153/A21.53-94 AND THAT PORTION OF THE FITTING WITH FLANGED JOINTS) SHALL BE IN ACCORDANCE WITH AWWA C110/A21.10-87. ACCEPTANCE TESTING a IN ACCORDANCE WITH SECTION 53.53 OF ANSI/AWWA SECTION 10-4.3 OF ANSI/AWWA QI C110/A21.10-87 SHALL BE OBTAINED BY THE CONTRACTOR AND TRANSMITTED TO THE OWNER. U-I 8. GATE VALVES SHALL BE IRON BODY, BRONZED -MOUNTED, DOUBLE DISC WITH BRONZE WEDGING DEVICE AND 0-RING STUFFING BOX (AWWA C500) OR OF RESILIENT SEATED TYPE (AWWA C509). Q UTILITY SPECIFICATIONS VALVES SHALL BE DESIGNED FOR A MINIMUM WATER OPERATING PRESSURE OF 200 PSI. GATE VALVES SHALL BE CLOW LIST 14, MUELLER COMPANY NO. A2380 OR M & H. 9. FIRE HYDRANTS SHALL BE COREY TYPE (OPENING WITH THE PRESSURE) OR COMPRESSION TYPE (OPENING AGAINST PRESSURE) CONFORMING TO AWWA C-502-85 WITH A 6 INCH MECHANICAL JOINT INLET AND A MAIN VALVE OPENING (M.V.O.) OF 5-1/4 INCH, TWO 2-1/2 INCH HOSE NOZZLES w WITH NATIONAL STANDARD THREADS 7-1/2 THREADS PER INCH AND ONE 4 INCH PUMPER NOZZLE WITH THE NEW SEATTLE PATTERN 6 THREADS PER INCH, 60 DEGREES V. THREADS: OUTSIDE ,T DIAMETER OF MALE THREAD 4.875 AND ROOT DIAMETER 4.6263. HYDRANTS SHALL HAVE A 1-1/4 w INCH PENTAGON OPERATING NUT OPENED BY TURNING COUNTER CLOCKWISE (LEFT). U 10. THE TWO 2-1/2 INCH HOSE NOZZLES SHALL BE FITTED WITH CAST IRON THREADED CAPS WITH OPERATING NUT OF THE SAME DESIGN AND PROPORTIONS AS THE HYDRANT STEM NUT. CAPS SHALL I--� BE FITTED WITH SUITABLE NEOPRENE GASKETS FOR POSITIVE WATER TIGHTNESS UNDER TEST QI PRESSURES. 11. THE 4 INCH PUMPER NOZZLE SHALL BE FITTED WITH A STORZ ADAPTER, 4 INCH SEATTLE THREAD X 5 IU INCH STORZ. STORZ ADAPTER SHALL BE FORGED AND/OR EXTRUDED 6061-T6 ALUMINUM ALLOY, Q HARDCOAT ANODIZED. THREADED END PORTION SHALL HAVE NO LUGS AND TWO SET SCREWS 180 DEGREES APART. STORZ FACE TO BE METAL, NO GASKET TO WEATHER. STORZ CAP TO HAVE SYNTHETIC MOLDED RUBBER GASKET, AND SHALL BE ATTACHED TO HYDRANT ADAPTER WITH 1/8 INCH, COATED, STAINLESS STEEL, AIRCRAFT CABLE. �..I 12. FIRE HYDRANTS SHALL BE PAINTED WITH TWO COATS OF PAINT. PRESERVATIVE PAINT NUMBER 43- w 655 SAFETY YELLOW OR APPROVED EQUAL. a 13. PUMPER CONNECTION TO FACE ROADWAY ASSEMBLY. a 14. FIRE HYDRANTS SHALL BE INSTALLED PER CITY OF RENTON STANDARD DETAIL FOR FIRE HYDRANTS, LATEST REVISION. 15. ALL WATERMAINS 10 INCHES AND SMALLER TO MAINTAIN A MINIMUM COVER OF 36 INCHES BELOW FINISH GRADE. ALL WATERMAIN 12 INCHES AND LARGER SHALL BE AT A MINIMUM OF 48 INCHES BELOW FINISH GRADE. WHERE UTILITY CONFLICTS OCCUR, WATERMAINS ARE TO BE LOWERED TO CLEAR. 16. ALL WATERMAINS 6 INCHES AND LARGER IN DIAMETER SHALL BE CLEANED WITH PIPE CLEANING "PIGS" PRIOR TO DISINFECTION. THE "POLY PIGS" SHALL BE GIRARD INDUSTRIES AQUA SWAB -AS OR APPROVED EQUAL, 2 LB/CU. FT. DENSITY FOAM WITH 90A DUROMETER URETHANE RUBBER COATING ON THE REAR OF "PIG" ONLY. 17. "PIGS" SHALL BE CYLINDER SHAPED WITH BULLET NOSE OR SQUARE END. THE CONTRACTOR WILL PERFORM THE CLEANING OPERATION. 18. ALL WATERMAINS AND SERVICES SHALL BE PRESSURE TESTED TO A MINIMUM OF 200 PSI OR 150 PSI OVER OPERATING PRESSURE, IN ACCORDANCE WITH THE SPECIFICATIONS OF THE CITY OF RENTON AND THE WASHINGTON STATE HEALTH DEPARTMENT. ALL PRESSURE TESTING SHALL BE DONE IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY OF RENTON. THE QUANTITY OF WATER LOST FROM THE MAIN SHALL NOT EXCEED THE NUMBER OF GALLONS PER HOUR AS LISTED IN CITY OF RENTON UTILITY SPECIFICATIONS STANDARD PLANS & SPECIFICATIONS 7-11.3(11). THE LOSS IN PRESSURE SHALL NOT EXCEED 5 PSI DURING THE 2 HOUR TEST PERIOD. 19. ALL WATERMAINS AND SERVICES SHALL BE DISINFECTED BY THE INJECTION OF A 50 PPM (MINIMUM CONCENTRATION) CHLORINE/WATER SOLUTION. DRY CALCIUM HYPOCHLORITE SHALL NOT BE PLACED IN THE PIPE AS LAID. CHLORINE SHALL BE METERED/INJECTED IN ACCORDANCE WITH SECTION 7- 11.3(12)E OR 7-11.3(12)F OF THE STANDARD SPECIFICATIONS REFERENCED ABOVE. 20. A PRE -CONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO ANY CONSTRUCTION. A MINIMUM OF FIVE (5) WORKING DAYS NOTICE IS REQUIRED FOR SCHEDULING. 21. TWENTY-FOUR (24) HOURS NOTICE WILL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. 22. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. 23. INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES AND METERS SHALL NOT BE DONE UNTIL ALL SERVICE AGREEMENTS, METER APPLICATIONS, CONSTRUCTION PERMITS, AND PAYMENT OF FEES HAVE BEEN MADE TO THE CITY OF RENTON. 24. ALL CONNECTION TO EXISTING MAINS IS TO BE ACCOMPLISHED BY THE CITY OF RENTON, EXCEPT WET TAPS, WHICH MAY BE MADE BY APPROVED WET TAP CONTRACTORS WITH PRIOR APPROVAL FROM THE PUBLIC WORKS DEPARTMENT. ALL NECESSARY EXCAVATION AND MATERIALS ARE TO BE SUPPLIED BY THE CONTRACTOR AND BE ON -SITE PRIOR TO CITY NOTIFICATIONS. 25. INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY DEVELOPMENT SERVICES TWENTY FOUR (24) HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. THE CONTRACTOR, AS WELL AS THE ENGINEERS, SHALL KEEP AS -BUILT DRAWINGS. 26. CONTRACTOR TO PROVIDE PLUGS AND TEMPORARY BLOW -OFF ASSEMBLIES FOR TESTING AND PURITY ACCEPTANCE PRIOR TO FINAL TIE-IN. 27. ALL JOINT RESTRAINT SYSTEMS (SHACKLE RODS, NUTS, BOLTS, ETC.) SHALL BE AS MANUFACTURED BY THE STAR MANUFACTURING COMPANY OF COLUMBUS OHIO, OR EQUAL, APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT. 28. ASPHALT AND CONCRETE STREET PAVING SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO (2) inches. OIL MAT STREETS MAY BE SPADE CUT. ALL SURFACE CONCRETE, PAVEMENT, SIDEWALKS, CURB, GUTTERS, AND DRIVEWAY APPROACHES SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO (2) INCHES OR REMOVED TO AN EXISTING EXPANSION JOINT. 29. A TEMPORARY COLD MIX ASPHALT PATCH SHALL BE PLACED ON THE DAY OF INITIAL EXCAVATION WITH A PERMANENT, SEALED PATCH TO BE PLACED, TO CITY OF RENTON POLICY, WITHIN 10 DAYS. CALL FOR SUBGRADE INSPECTION PRIOR TO PLACEMENT OF FINAL PATCH. * 30. FOR CITY PROJECTS SUCH AS TELEMETRY CONDUIT, THE PVC PIPE USED SHALL BE ALL CHEMICAL PROCESS LINES SHALL BE SCHEDULE 80 PVC PIPE. SCHEDULE 40 IN UNIMPROVED AREAS AND SCHEDULE 80 PVC PIPE UNDER IMPROVED AREAS. QI-�Hq�s 18215 72ND AVENUE SOUTH m� �2 KENT, WA 98032 (425)251-6222 o (425)251-8782 FAX CO CIVIL ENGINEERING, LAND PLANNING, �HG ENG�N� SURVEYING, ENVIRONMENTAL SERVICES �1 SAD �F W A Syi �-A cn z �_6 O�FSS ` AL V CONSTRUCTION NOTES AND DETAILS FOR UW MEDICINE -VALLEY MEDICAL CENTER FIRE HYDRANT SHALL BE COREY-TYPE EQUAL TO IOWA F-51IG OR COMPRESSION TYPE SUCH AS CLOW MEDALLION; M & H 929. MUELLER SUPER CENTURION 200, AND WATEROUS PACER WITH 6" MECHANICAL JOINT INLET WITH LUGS. 5-1/4" MAIN VALVE OPENING, TWO 2-1/2- HOSE CONNECTIONS NATIONAL STANDARD THREADS. 4' PUMPER CONNECTION CITY OF SEATTLE THREADS WITH A STORZ ADAPTOR, 4.975" SEATTLE THREAD X 5" STORZ, ATTACHED WITH 1/5" STAINLESS STEEL CABLE. 1-1/4' PENTAGON OPERATING NUT. FIRE HYDRANT TD BE PAINTED WITH TWO COATS OF PAINT- KELLY-MOORE/PRESERVATIVE PAINT No. 5780-563 DIM ACRYLIC GLOSS, SAPETY YELLOW OR APPROVED E4)1JAL- PUMPER CONNECTION TO FACE ROADWAY OR AS DIRECTED BY RENTON FIRE DEPARTMENT. FIRE HYDRANT EXTENSION TO BE USED IF REQUIRED. MIN. 18" TO 20" BEHIND BACK OF CURB OR 12" BEHIND SACK OF 3" SIDEWALK THAT IS ADJACENT TO CURB 4.875- x 5" STORZ TWO-PIECE CAST IRON VALVE BOX W11H LUG 5'x5'x6- THICK CONCRETE PAD AROUND TYPE COVER. EQUAL TO OLYMPIC FOUNDRY CO. HYDRANT. FINISH TO MATCH SIDEWALK. GULAR SE D 8' TOP SECTION NTH EEXTENSION SECTIONRLENGTH TO FIT. VALVE NUT BACK!OFEXPANSION JOINT AT AS REQUIRED. BACK OF SIDEWALK /"-CONCRETE SIDEWALK RAISED PAVEMENT MARKER TYPE 86-A OR PLANTING STRIP Sl1MSONITE TWO-WAY BLUE REFLECTIVE 36" MIN COVER CONCRETE BLOO<ING CONCRETE THRUST BLOCK MAIN LJNE TEE. WITH 6" FLANGE SIDE OUTLET. 6" GATE VALVE (FL X MJ) AINWA C-•SD9, RESILIENT SEAT 6" DUCTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO FIT 2-3/4" COR-TEN STEEL TIE RODS. 16' x 5" x 4" MININUM 1/2 YARD OF 1-1/4" WASHED DRAIN ROCK CONCRETE BEARING I' ABOVE BOOT FLANGE, PLACE 8 MIL BLOCK UNDER HYDRANT POLYETHYLENE FILM AROUND TOP AND SIDES OF GRAVEL. FIRE HYDRANT ASSEMBLY LEVEL ALL GROUND I,-EVEI_ ALL GROUND MIN 3' RADIUS MIN 3' RADIUS 1 Rm ONE MAN ROCK �SvNk, 66" CONCRETE PAD /6" CONCRETE PAD CUT F1 LL HYDRANT LOCATION IN CUT OR FILL PUBLIC WORKS FIRE HYDRANT ASSEMBLY STD. PLAN - 310.1 * + DEPARTMENT MARCH 2O10 CITY OWNED AND MANTAmM PRrvAIELw 0%MED AHB FAAINTAINE15 MAxlulla Fr K LENGTH F9qu PHQPEAtY TINE TO DCCVA MUST NOT ExCEED 50 FfET CONORfIf BOLLARDS VV .r��4 Q to � Y y 5 FT, MAIL x � r d o } A z w a w o a a w a � 4 2 G 4 RIG DDCVA MUST BE INSTALLED IMMEDIATELY AFTER PIPE PENETRATION THROUGH RUILDING FLOOR SLAB. ROOM IN WHICH DDCVA IS LOCATED SHALL: A. HAVE FLOOR DRAIN CONNECTED To THE SANITARY SEVIER SYSTEM. B. HAVE A HEATING SYSTEM (40' F 4114- TEMP.) NO HEAT TAPE C. NOT BE USED FOR STORAGE AROUND THE DDCVA D- HAVE CLEARLY DELINEATED ACCESS WAYS TO DDCVA AND PIV9- A RIGHT -OF -ENTRY AGREEMENT MUST BE GRANTED TO THE CITY OF RENTON FOR INSPECTION OF THE DDCVA AND METER. SEPARATE FLRE SPRINKLER PLANS INCLUDING INSTALLATION OF DDCVA MUST BE SUBMITTED TO RENTON FIRE PREVENTION DEPARTMENT FOR REVIEW AND APPROVAL. A SEPARATE FIRE SPRINKLER PERMIT IS REQUIRED. BVUIH6 WALL 46 INCH PERIMETERS OF MINIMUM CLEARANCES TO BE PAINTED ON FLOOR IN WHITE ENAMEL PAINT STRIPE, WITH 2 INCH STENCILED BLACK LETTERS TO SAY: -00 NQT BLOCK ACCESS" L MAIN LINE TEE (WJ x FL) WITH CONCRETE BLOCKING (WATER MAIN LOCATED IN EASEMENT ON PRIVATE PROPERTY SHALL NOT BE MORE THAN 5D FEET TO BUILDING) ctx 2. BRANCH VALVE FL x MJ WITH VALVE BOX AND COVER 3. CLASS 52 DUCTILE IRON PIPE t4 INCH MINIMUM) ALL PIPE AND z x FITTINGS SHALL BE RESTRAINED WITH SHACKLE RODS AND CONCRETE a THRUST BLOCKS PER NFPA AND AWWA STANDARDS. 4- POST -INDICATOR VALVE (MJ) MTN TAMPER SWITCH � M 5, 2-90' BENDS (FL x FL) WITH FLANGED DUCTILE IRON PIPE SPOOL 6, TS' LONG SPOOL (FL x PE) FINISH FLOOR LEVEL 7, FLANGE COUPLING ADAPTOR S. APPROVED DDCVA ON MAIN LINE: IN HORIZONTAL POSITION ONLY, (PER LATEST DEPT. OF HEALTH APPROVED LIST OF BACKFLOW PREVENTION ELEVATION NEW OF DDCVA DENCES) BOTTOM Of DDCVA SHALL BE A MINIMUM OF 24 INCH ABOVE FLOOR LEVEL AND NOT HIGHER THAN 3 FEET MAXIMUM. INSTALL 3 CONCRETE PADS OR ADJUSTABLE PIPE SUPPORT COLUMNS UNDER DDCVA ADJUSTABLE STEEL PIPE SUPPORT, 9. 0.5 & Y VALVES TO BE RESILIENT SEATED WITH TAMPER SWITCHES. STANCHIONS BOLTED TO FLOOR - ADD WIRING IN ACCORDANCE WITH L & I 10. MET£REO 3/4 INCH BY-PASS DCVA - BY-PASS METER SHALL BE A 3/4 INCH "SENSU$-ECR" SR PDSITIVE DISPLACEMENT METER EQUIPPED ICE REGISTER WITH A REMOTE BEAD SENSOR PLATE MOUNTED ON THE OUTSIDE OF THE BUILDING WALL {WALL MOUNT TYPE). 11. SIZNG TYPE GRAVITY CHECK VALVE, FLANGE VATH BALL DRIP IN VAULT OR OUTSIDE BUILDING 12. ex 4" x 6" BULL, ELBOW. THREADED 13. UL USTED FIRE DEPT. CONNECTION, UL LISTED BREAK AWAY CAPS, LOCATE WITHIN 50 FEET MAXIMUM OF A PUBLIC FIRE HYDRANT. AFTER FIELD INSTALLATION, MAIN DDCVA AND BY-PASS DCVA MUST BE TESTED 5ATISFACTORILY BY A DEPARTMENT OF HEALTH CERTIFIED BACYSFLOW ASSEMBLY TESTER. TEST REPORT MUST BE SUBMITTED TO CITY OF RENTON WATER UTILITY ENGINEERING DEPARTMENT PRIOR TO ACTIVATION OF NEW LINE. NSTALL BRASS Y," FLARE TEST COCKS WITH Y4" FLARE CAPS. PUBLIC WORKS INSIDE BUILDING INSTALL FOR 3" AND STD, PLAN - 360.5 DEPARTMENT LARGER DETECTOR DOUBLE CHECK 8 VALVE ASSEMBLY MARCH 2O10 1 IREVISED PER AS -BUILT CONDITIONS NO. I REVISION BUILDING EXPANSION REGISTER SHALL BE TOUCH READ PIT LID 4" POST INDICATOR VALVE (TR-PL) AND BE INTELLIGENT COMMUNICATION (MJzMJ) PAINTED BLUE ENCODER TYPE (ICE). METER MUST READ IN 2-3/4" SHACKLE RODS PER CITY CU. FT. OF RENTON SPECIFICATIONS 4" 90- BEND (MJ) 4" 90• BEND (MJ) /-INSTALL IN TEST (MJxFL) w GATE VALVE (FLxMJ) D.I.TEE t2" 13 LF 4" 0 7'-0" PORT A 2"x2" BRASS NIPPLE WITH A 2" RESILIENT z J LADDER WITH SEATED BRASS GATE VALVE AND 2" PLUG. 4" FLxMJ ADAPTOR SUPPORT BARS 4" FLxMJ ADAPTOR PER OSHA 4" or 6" 0.1. TO BUILDING -� FLOW -- EPDXY NON -SHRINK GROUT 4„ 4" TEE (MJxFL) - WELDED STEEL COLLAR CIiY PRIVATE TOUCH READ PIT LID SENSOR MOUNTED ON STEEL PLATE COVER THROUGH 2" DIA. PIPING PIPING DRILLED HOLE IN COVER. LOCATE HOLE 2Yx" DEADMAN BLOCK FROM EDGE OF PIT LID AND RIBS. a" TEE REQUIRED WITH (FL) SHACKLING TO TEE PRECAST CONCRETE VAULT WITH 2 3"x3" HINGED STEEL PLATE COVER, OUTSIDE DIMENSIONS 4'-8"x7•-0". (EQUAL TO PIPE INC., OR UTILITY VAULT WITH 57-7L-B, 2 3'x3' DIAMOND PLATE DOORS) SENSUS MODEL 520R RADIO READ PIT SET SENSOR MOUNTED ON STEEL PLATE TWO PIECE CAST IRON VALVE BOX, 1 6",4" OR 3" GATE VALVE (FLxFL) COVER THROUGH 2" DIA. EOUAL TO OLYMPIC FOUNDRY CO. NON -RISING STEM WITH HAND WHEEL DRILLED HOLE IN COVER STANDARD 8" TOP SECTION, WITH EQUAL TO MUELLER CO.A-2380-6, REGULAR BASE SECTION LENGTH TO FI- 6" OR 4" (FLxPE) CEMENT LINED DUCTILE IRON PIPE CLASS 52 3'-6" LONG WITH COLLAR 20" FROM P.E. - EQUAL TO THOSE SUPPLIED BY PACIFIC S' 4" VALVE NUT EXTENSION IF REQUIRED WATER WORKS CO. INC. (DWG BR46/PAGE B0901 rn jn r FLOW - 6" 12" AROUND -.I . J ' 6", 4" OR 3" COMPOUND WATER METER (FL) EQUAL TO SENSUS SRII COMPOUND METER WITH TOUCHREAO PITLID I.C.E. REGISTER & SENSOR WITH 4 WHEEL HIGH RESOLUTION (100 CUBIC ADJUSTABLE STEEL FEET) REGISTER. FOR 3" METER, REDUCE AT PIPE SUPPORT METER WITH 4"X3" FLxFL CONCENTRIC STANCHION BOLTED REDUCER. TO FLOOR GENERAL NOTES: ALL METERS AND BACKFLOW PREVENTION DEVICE COMBINATIONS ARE NOT SHOWN OR INCLUDED IN THE STANDARD DETAIL DRAWINGS. IF YOUR PARTICULAR COMBINATION IS NOT SHOWN, AN APPROVED DRAWING WILL BE REQUIRED BY THE UTILITY ENGINEERING DEPT. FOR ITS INSTALLATION. THE PRINCIPAL REQUIREMENTS REGARDING VAULT SIZING ARE THE LENGTH OF FITTINGS OR THEIR CLEARANCE FROM THE VAULT WALLS, (WHICH CLEARANCE SHALL BE A MINIMUM OF 12" FROM THE ENDS AND THE SIDE CLEARANCE SHOULD BE AS TYPICALLY SHOWN ON THE VARIOUS STANDARD DETAILS). NOTE: DEADMAN BLOCK SHALL BE DESIGNED AND INSTALLED SO IT BEARS AGAINST SUFFICIENT UNDISTURBED EARTH SO AS TO SUPPORT THE DESIGNED THRUST. �1 6", 4" OR 3" GATE VALVE (FLxMJ) EQUAL TO MUELLER CO. A-2380-20. TO BUILDING F�14" CITY PRIVATE PIPING PIPING 6" OR 4" PExPE CEMENT LINED DUCTILE IRON PIPE \ CLASS 52. LENGTH TO FIT. 6" OR 4" FLEXIBLE FLANGED COUPLING ADAPTOR. ROMAC OR APPROVED EQUAL. Ue k, IC' 110RI 3", 4" & 6" COMPOUND DOMESTIC ` .A ' I I ART\[F:NT WATER METER ASSEMBLY �.�t'' EXISTING WATER LINE PLAN VIEW TESTING DETAIL ±8 FT O NEW WATER LINE STD PLAN - 320.4 � ,J ' I-i 2 010 VERTICAL CROSS(MJxFL) FOR PDLYPIGGING ONE BLIND FLANGE ON TDP WITH 2'TAP & 2"PLUG ONE BLND FLANGE ON BOTTOM ONE (MJ) PLUG WITH 2" TAP & 2' TEMPORARY BLOW -OFF TEMPORARY BLOCK �-- CUT -IN (BY CITY FDRCES) TEE (FLxFL) W/ CONC, BLOCK 3- GATE VALVES (FLxMJ) 2- SOLID SLEEVES NJ) OR RO-MAC COUPLINGS _ I- PLUG (MJ) W/2'TAP & TEMP. BLOW -OFF TEMP. BLOCK EXISTING WATER LINE EXISTING WATER LINE FINAL CONNECTION DETAIL AFTER ALL TESTING, CLEANING BY PDLYPIG, AND DISINFECTION, REMOVE TEMP. BLOCK & BLOW -OFF & CONNECT WITH SLEEVE (MJ) & D.I, SPOOLS FINAL CONNECTION BY CITY FORCES EXISTING WATER LINE P RIiC WORK.'-; D.FpARTkIE.N7 CONNECTION TO WATER MAIN CUT IN -LINE TEE & THREE VALVES SURVEYED: DESIGNED: ZTW DRAWN: zTW ZTW 0/28/2 ZTW CHECKED: AS BY DATE APPR APPROVE: AS SCALE: N/A ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY STD. PLAN - 300.4 NIAR(:'H :201.0 VERTICAL: NAVD 1988 HORIZONTAL NAD 1983/1991 Alf:::�� DATUM SHACKLE RODS 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. TYPE A BLOCKING /n• A,•)?, W \/FRTIr 41 RFNIf1C I_ s I_ s TYPE B b�Y ° ��► $ PUBLIC WORKS CONCRETE BLOCKING FOR VERTICAL FITTINGS �N�o$ DEPARTMENT of stairs 3.1 santl and -'�;�-----' cement grout 6'-0" `4 bar of each post ,i, Width of Stairs and landing ox 3" f when gutter and - - l6 gage go l van i Zed x s rail ore omitted steel sleeve ho ao 9 II/Z -►� v Non -shrink grout 2( . . zsee I21X Po wry ar 3" t0'-4 tire) See Post •q Bars at Base Oetoil B••� 1'-S%Z'OC POST BASE DETAIL SLAB AND GRADING SECTION #4 BAR AT EACH POST STD. PLAN - 330.3 MARCH 2O10 NOTES 1. Monufacturer shoil submit shop drawings of pipe railing for review Design shall be in accordance with AASHTO specifications. 2. Aluminum pipe roiling shall hove no externol surface welds. Per manufacturer ITYP7 4'-0" MIN 0 Gr ode point 2" MIN 0 + Compacted subgrade C p • ScK _ I I _ 6.. D t%z•' Schedule 40 pipe roiling INT MAX 2" MIN _ W b "Izu�Rs.Pe 1036 R MAX Srs �O�G\?W�VU��T* 0NAL t m 115eMI Nontrgct X EXPRES JANUARY IT, 1999 r_ Grade line w II/z• =�= •q Bars at 10%Z•' MAX CEMENT CONCRETE STAIRWA) keyed. pre Goode +'r O lain* filler (TYP) TYP) point % �" CONSTRUCTION DETAILS ' 5%% TREAD SHAPE DETAIL STANDARD PLAN H-10 --. ADOPTED .... - . mnee,vm,wow.wam,c.• +*>�.�+d•a>F��+�*•�•>a ��Y O CITY OF RENTON Class 4000=aTYP1'. STANDARD PLANS r l LAST DATE: 05/29/1998 v SP PAGE H023 Q CITY OF RENTON Planning/Building/Public Works Dept. W-396402 04 IN COMPLIANCE WITH CITY OF RENTON STANDARDS W U r� My DATE, CONSTRUCTION NOTES AND DETAILS 12/29/2017 UW MEDICINE - VALLEY MEDICAL CENTER FlELDBOOK: PAGE MEDICAL OFFICE BUILDING EXPANSION DRAWING NO: w 400 SOUTH 43RD STREET RENTON, WA 98055 SHEET: OF: C21 28 OJ 0 0 In CL 0 n N 0 N 0 N \ OO N 0 OJ E a� C7 0 C01 3 0 E I 0 I N rn O 00 m 0 a--. X W m O 1-1 N 0 OO U 0 0 0 00 Z W B izz 17 13"x24" PLASTIC METER BOX EQUAL TO MID -STATES PLASTIC, IHC_ HCF SERIES MSSCF 1324-18 WITH 1.75" THICK DUCTILE IRON DIAMOND PLATE COVER EQUAL TO MID --STATES PLASTICS, INC_ MSCSC-1324-R WITH READER LID AND 2' DRILLED HOLE FOR TOUCHREALI PIT LID (SEE DETAIL A -A) 36" MIN COVER NEW DUCTILE IRON WATERMAIN 8" MIN 12" MAX FINISH GRADE ME:" 911_� N �,U 22-1/.2- CITY ;p-, G IN UNIMPROVED RIGHT OF J _2 J WAY INSTALL METER BOX AT ' PROPERTY LINE WITH 12" W LONG COPPER TAILPIECE.Ld ! SIDEWALK a 1 �TOUCHREAD WATER METER TO BE 2» SUPPLIED BY THE $ CITY TYPE 'K" SOFT '_0 COPPER TUBING 75FRVICIE LINE TO HOUSE IS 3�<" OR 1" STALLED IN THE FUTURE GALVANIZED INSTALL FORD C14--33 OR 44 FIPT PLUG X COMPRESSION COUPLING t LOOP DOWN CENTERLINE pF WATER MAIN TO PROVIDE SLACK IN COPPER COPP£RSETTER FD$ 5/S"x3/4" METER: FORD SERVICE LINE TO METER. VBH72-15W-44-33G, OR MWONALD BRASS: 21-215WC0033, OR MUELLER: 3/4-13-2470--2 Y47H ANCLE BALL VALVE ON INLET AND SINGLE CHECK VALVE 0!J OUTLET CORPORATION STOP WITHBALL VALVE, FURU COPPERSETTER FOR _ L"_.METER: FORD vBH72-15w-44-440, OR TAPERED THREAD (CC), WICK JOINT MCDONALD BRASS: 21-415WC0044, OR MUELLER: 1-B-2470-2 (3/4" F01000-3-Q) OR AY MCDONALD 4701B BOTH INLET AND OUTLET WITH QUICK JOINT. PADLOCK WINGS 4N (1" FB10DO-4-0) OR AY MCDONALD 4701E INLET ANGLE BALL VALVE AND SINGLE CHECK VALVE ON OUTLET. ALL FITTINGS SHALL BE WITH QUICK JOINT. NOTE: ALL METER $ORES INSTALLED WITHIN CONCRETE OR PAVED DRIVEWAYS SHALL 13E CAST-IRON EQUAL TO OLYMPIC FOUNDARY. EXPANSION JOINTS MUSH BE INSTALLED ON BOTH SIDES OF METER BOX. A- A DRILL 2" DIA. HOLE FOR AMR (AUTOMATIC METER READ) TOUCFIREAD DEVICE L _ 2-1/2" MIN. FROM NEAREST FL_ AND FRONT EDGE OF PIT LID I TYPICAL RIB I NOTE: THE CENTER OF THE HOLE MUST BE AT LEAST 1' FROM UNDERNEATH RIBS UNLESS THE RIB SPACING ALLOWS THE NUT TO TIGHTEN AGAINST THE OPEN SIDE OF MORE THAN ONE RIB. �® PUBLIC WORKS 3/4' AND 1" WATER SERVICE STD. PLAN - 320.1 DEPARTMENT NOVEMBER 2009 A PLAN A VIEW WATER VALVE BOXLID WITH DI EARS IN DIRECTION OF 2" SQUARE WATER MAIN AND WORD OPERATING NUT "WATER" CAST INTO IT 12: MIN. 18MAK, 4" CONCRETE COLLAR FOR VALVES IN PAVED AREAS 4-1/4" DIA• L2' 1/8` MIN. THICKNESS SEE DETAIL- 2 PIECE CAST IRON VALVE BOX, RICH--SEATTLE TYPE OR OLYMPIC FOUNDRY 1 ' STEEL LENGTH AS REQUIRED 1./9" MIN. THICKNIESS 2--1/4" INSIDE MEASUREMENT 2--1/4" DEPTH 5ECTION A -A VALVE OPERATING NUT EXTENSi.flN VALVE OPERATIIQN NUT EXTENSION NOTE: EXTENSIONS ARE REQUIRED WHEN VALVE NUT IS MORE THAN THREE (3) FEET BELOW FINISHED GRADE. EXTENSIONS ARE TO BE A MINIMUM OF ONE (1) FOOT LONG. CNLY ONE EXTENSION TO BE USED PER VALVE, NOTE: ALL EXTENSION'S ARE: TO BE MA❑E OF STEEL, SIZED AS NOTED, AND PAINTED WITH TWO COATS OF METAL PAINT. VALVE MARKER NOTES: VALVE MARKERS SHALL BE EQUAL TO CARSONITE UTILITY MARKER VALVE MARKER POST TQ BE USED FOR ALL MAIN LINE VALVES OUTSIDE PAVED AREAS T 38" n� ! II 24" VALVE MARKER POST WH I TE FUBLIC WORKS VALVE BOX, MARKER & OPERATING PLAN - 330.1 + # DEPARTMENT NUT EXTENSION N MARCH 2010 �G,HA�S 42 C) U 20, 5 Q- <T�HG ENG 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES �1 SAD �F W A Sys �-A z 24661 ST soNE��G���� AL 0 D ;i CONSTRUCTION NOTES AND DETAILS FOR UW MEDICINE -VALLEY MEDICAL CENTER MEDICAL OFFICE BUILDING EXPANSION 11-1/4" BEND CAP 22-1/2' BEND rf Y .." TEE 45' BEND 90' BEND THRUST BLOCK BEARING AREA IN SQUARE FEET (SEE NOTES) FOR HORI20NTAL AND DOWNWARD VERTICAL BENDS SOILFIRM SILT OR FIRM SILTY SAND COMPACT SAND COMPACT SAND & GRAVEL 9D' 45' BEND 11 1/4- 90' 45' BEND 11 1/4' 45' BEND 11 1/4' FITTING BEND TEE CAP OR PLUG & 22 T/2' BEND TEE CAP OR PLUG & 22 1/2' CAP OR PLUG tk 22 1/2' BEND BEND BEND 4' 7.6 a.2 4.2 0 29 2.t 2.1 1.0 12-2t6 1.6 1.0613.3 9.4 9.4 3-8 6.7 4-7 4.T 1.9 3.5 1.4B- 23.3 T6.7 16.7 6.7 T1-T 8.4 B-4 3.4 6.3 2.51.2 3.D 37.5 37.5 15.p26518818 7.5 14.0 5_fi AREAS CALCULATED ON 300 PSI TEST PRESSURE. 3'-0" WIN. COVER FOR WATERMAIN LESS THAN 12". 4•-0" MIN. COVER FOR WATERMAIN 12" QR GREATER. MAX. HEIGHT OF THRUST BLOCK (FT) - 0.5 x DEPTH OF TRENCH MIN. HEIGHT OF THRUST BLOCK (FT) - O.D. PIPE + 1.0' 4RUST nooC BEl PEA REFERS TO ACE OF 13ELOCK MI IN SQUARE FEET 1. _OCC4ATION AND SIZE OF BLOCKING FOR PIPE LARGER THAN 12-DIAMETER AND FOR SOIL TYPES DIFFERENT THAN SHOWN SHALL BE DETERMINED BY THE ENGINEn. 2. ALL BLOCKING SHALL 9E POURED IN PLACE AGAINST UNDISTURBED NATNt GROUND. 3. ALL POURED THRUST BLOCKS SHALL BE 6ACKFILLED AFTER MIN. 1 DAY, PRESSURE TESTING SHALL OCCUR AFTER CONCRETE HAS REACHED NOMINAL COMPRESSIW STRENGTH. 4. ALL BLOCKING SHALL 9E COW-RETE CL 5 5. BLOCKING AGAINST FITTINGS SHALL BEAR AGAINST THE GREATEST FITTING SURFACE AREA POSSIBLE, BUT SHALL NOT COWER OR FWCLOSE BELL ENDS, JOINT DOLTS OR GLANDS REASONABLE ACCESS TO BOLTS AND GLANDS SHALL BE PRONGED, CONCRETE RLOCKING FOR STD. PLAN - 330.2 t ®; PUBLIC WORKS HORIZONTAL AND DOWNWARD DEPARTMENT 'VERTICAL BENDS MARCH 2O10 TRAFFIC RATED CAST IRON CLEAN OUT BOX COVER. CAST IRON VALVE BOX, OR EQUAL PAVED AREA Q 4 12" MIN, TRAFFIC RATED LOCKING CAST IRON LID OR VALVE BOX PER MANUFACTURER RECOMMENDATIONS. SEE NOTE 2 LANDSCAPING EXTEND CLEANOUT 2" ABOVE DESIGN PONDING .� ELEVATION OR PER PLAN p DESIGN PONDING ELEVATION d SOIL TIGHT 45' BEND WYE SOIL TIGHT COUPLER UNDERDRAIN PIPE, SEE NOTE 1 TO OVERFLOW STRUCTURE OR - STORM MAIN MECHANICAL PLUG OR CONTINUED UNDERDRAIN CONNECTION TYPICAL CLEANOUT CONFIGURATION FERNCO GASKETED OUIK CAP OR SIMILAR r 4" STREAMBED COBBLES / PER WSDOT 9-03.11(2) ` CON[ K CONCRETE O25 oO RETEETE COLLAR ADD VALVE BOX EXTENSION OR SOIL PIPE AS NECESSARY TO ACCOMMODATE O.D. OF RISER PIPE CLEANOUT TOP LOCATED WITHIN SIORETENTION PONDING AREA NOTES: 1. UNDERDRAIN PIPE PER STD PLAN 26200 DIAMETER TO BE 6-INCHES MIN. PRIVATE, 6-INCHES MIN PUBLIC 2 CLEANOUT COVER TO BE LOCKING WTH ALLEN HEAD BOLT, MARKED "DRAIN CLEANOUT, "CLEANOUT," "CO," OR SIMILAR. GENERAL NOTES: 1, UNDERDRAINS FOR STORMWATER FACILITIES SHALL HAVE AN ACCESS POINT (CLEANOUT, OBSERVATION PORT, OR OVERFLOW STRUCTURE) AT EACH END AND A MINIMUM OF EVERY 100 FEET OF PIPE. 2 CLEANOUT PIPE SHALL BE SAME SIZE AND MATERIAL AS UNDERDRAIN PIPE. 3. CLEANOUT SHALL BE INSTALLED TO ALLOW FOR MAINTENANCE ACCESS TO ALL PIPES, 4. ALL FITTINGS SHALL BE SOIL TIGHT. 5. CLEANOUT RISER TOP SHALL BE LOCATED OUTSIDE OF FACILITY UNLESS APPROVED OTHERWISE, AND OUTSIDE OF PONDING AREAS WHERE POSSIBLE. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 226.00 iRl PUBLIC WORKS APPROVED. DEPARTMENT STORMWATER FACILITY CLEANOUT D ATE 2 IREVISED PER AS -BUILT CONDITIONS CP-03 F r��ly TO CITY METER STACKED METER SECTION 6" MIN. FREE DOES DRAINING GRAVEL NOTES: L ALL 0008LE CHECK VALVE ASSEMBLIES (bCVA`s) MUST SE LISTED ON LATEST LIST OF "E3ACKFrLovq PREVENTION ASSEMBLIES APPROVE[) FOR INSTALLATION IN WASHINGTON STATE", PUBLISHED BY STATE OF WASHINGTON DEPARTMENT OF HEATH. 2. THE OWNER/APPLICANT MUST OBTAIN A SEPARATE CITY OF RENTON PLUMBING PERMIT FOR THE INSPECTION OF THE INSTALLATION OF THE DCVA AND PIPING. THE OWNER SHALL FURNISH, INSTALL AND MAINTAIN THE DCVA AND ALL PIPING AND APPURTENANCES SHOWN ON THIS PLAN. 3, THE DCVA MUST BE TESTED BY A STATE CERTIFIED BACKFLOW ASSEMBLY TESTER AFTER ITS INITIAL INSTALLATION, AFTER REPAIRS AND ANNUALLY THEREAFTER AT OWNER'S EXPENSE, A COPY OF THE TEST REPORT SHALL BE SENT OR FAXED TO CITY OF RENTON WATER UTILITY ENGINEERING DEPT.. ATTN: WATER UTILITY CROSS -CONNECTION CONTROL SPECIALIST, FAX NO. 425--430-7241. 4. DCVA AND METER BOX SHALL BE LOCATED ON PRIVATE PROPERTY AND AS NEAR AS POSSIBLE TO THE WATER METER. PUBLIC WORKS �4" TO 2" CCUBLE CHECK VALVE STD. PLAN - 340.8 DEPARTMENT ASSEMBLY FOR IRRIGATION OFt RESIDENTIAL FIRE SPRINKLER MARCH 2O10 TESTING DETAIL IEW D.I WATER LINE I/ TAPPING TEE (MJxFL) VERTICAL CROSS(MJxFL) FOR POLYPIGCWC TAPPING GATE VALVE (FL XMJ) I -BLIND FLANGE ON TOP MATH 2" TAP AND 2" PLUG TEMPORARY PLUG (MJ) WITH 2-INCH TAP 1-BLIND FLANGE ON BOTTOM AND 2-INCH BLOW -OFF ASSEMBLY I-PLUG(MJ) WITH 2"TAP k 2" BLOW -OFF CONCRETE BLOCKING TEMPORARY BLOCK FINAL CONNECTION DETAIL „- NEW D.I. WATER UNE IPF 1- _ AFTER ALL CLEANING BY POLYPIG, PRESSURE TESTING AND DISINFECTION, REMOVE TEMPORAY BLOCK ABLOW-OFF AND CONNECT TO VALVE WITH D.I. SLEEVE (MJ) & D.I. SPOOLS FINAL CONNECTION BY CITY FORCES NOTES. 1. TAPPING TEES SHALL BE MADE OF CAST IRON. DUCTILE IRON OR EPDXY -COATED STEEL BOLTS AND NUTS SHAL BE COR-TEN. ALL TEES AND VALVES SHALL BE WATER TESTED BEFORE TAP 2 NO SIZE ON 9ZE TAPS ON GIST-" WATER ONES. TAP SHALL BE AT LEAST Y SMALLER DIAMETER THAN THE EXISTING MAIN, 3. NO MET TAP ON ASBESTOS CEMENT LINE OR STEEL LINE 4. WET -TAPPING OF EXISTING CITY OF RENTON WATER MAINS WILL BE DONE BY SPEER TAP OR SUPERIOR TAPPING INC. S. CONTRACTOR SHALL POTHOLE AND VMFY THE HORIZONTAL AND VERTICAL ALIGNMENT OF EXISTING LIE OR STUB AND SHALL START LAYING THE NEW LINE AT THE SAME HORIZONTAL AND VERTICAL ALIGNMENT OF THE EXISTING STUB. 6. CITY FORCES OLL PERFORM THE FINAL CONNECTION FROM THE WATER LINE TO THE TAPPING VALVE WITH D.I. SLEEVE AND D.I. SPOOL PUBLIC WORKS CONNECTION TO WATER MAIN WITH' PLAN - 300.1 DEPARTMENT TAPPING TEE & VALVE MARCH 2O10 SURVEYED: DESIGNED: zTw ZTW 10/28/2C ZTW DRAWN: ZTW ZTW 4 2 $ ZTW CHECKED: AS BY DATE APPR APPROVED: AS SCALE: N/A ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL NAD 1983/1991 DATUM 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. WATER PLAN GENERAL NOTES Standard Plan No. 300 1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF RENTON PUBLIC WORKS STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS AND WSDOT / APWA STANDARD SPECIFICATIONS, LATEST EDITION AS AMENDED BY THE CITY OF RENTON. A SET OF CITY APPROVED PLANS SHALL BE KEPT AT THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. A PRE -CONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR AND OR DEVELOPER SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION. 2. ALL EXISTING UTILITIES SHALL REMAIN IN SERVICE DURING CONSTRUCTION UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL CALL 1-800-424-5555 TO VERIFY UTILITY LOCATIONS BEFORE BEGINNING EXCAVATION. 3. ALL MATERIALS USED FOR THE CONSTRUCTION OF WATER SYSTEM IMPROVEMENTS SHALL BE NEW AND UNDAMAGED, AND "CATALOG GUTS" FOR ALL MATERIALS SHALL BE APPROVED IN WRITING BY THE CITY OF RENTON PRIOR TO BRINGING ANY MATERIALS ON -SITE. 4. ALL WATER MAIN PIPE MATERIALS SHALL BE CEMENT LINED DUCTILE IRON PIPE, THICKNESS CLASS 52 PER AWWA C 151 AND C 104. PIPE JOINTS SHALL BE PUSH -ON OR MECHANICAL JOINT. CAST IRON OR DUCTILE IRON PIPE FITTINGS SHALL BE CLASS 250 AS PER ANSI/AWWA C110/A21.10-82. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE WRAPPED WITH 8-MIL BLACK, TUBE -TYPE, POLYETHYLENE PLASTIC PER AWWA C105 STANDARDS. 5. MINIMUM COVER FROM TOP OF WATER MAINS TO FINISHED GRADE SHALL BE 36 INCHES FOR PIPE DIAMETER OF 10-INCH OR LESS AND 48 INCHES FOR PIPE DIAMETER OF 12-INCH AND LARGER. MAXIMUM COVER FOR ALL WATER MAINS SHALL BE 60INCHES. ANY DEVIATIONS MUST BE APPROVED BY THE CITY OF RENTON PRIOR TO CONSTRUCTION. WHERE UTILITY CONFLICTS OCCUR, THE PROFILE OF THE WATER MAIN SHALL BE ADJUSTED AS NECESSARY TO CLEAR CONFLICTS AND TO PROVIDE MINIMUM COVER. PIPE DEFLECTION SHALL NOT EXCEED ONE-HALF OF PIPE MANUFACTURER'S SPECIFICATION FOR SIZE OF PIPE USED. ALL TRENCH BACKFILL SHALL BE COMPACTED TO 95 PERCENT MAXIMUM DRY DENSITY AS DETERMINED BY THE MODIFIED PROCTOR TEST METHOD (MDD) IN ROADWAYS, ROADWAY SHOULDERS, ROADWAY PRISM AND DRIVEWAYS, AND 85 PERCENT MDD IN UNPAVED AREAS. ALL PIPE ZONE COMPACTION SHALL BE 95 MDD. 6. CONCRETE BLOCKING FOR WATER MAINS SHALL BE DESIGNED, INSTALLED AND POURED IN PLACE IN ACCORDANCE WITH CITY OF RENTON STANDARD DETAILS AND SPECIFICATIONS AND SHALL BE INSTALLED AT ALL VERTICAL AND HORIZONTAL BENDS, FITTINGS AND BASE OF HYDRANTS. MEGA -LUGS (OR SIMILAR PRODUCT) MAY BE REQUIRED ON ALL MECHANICAL JOINTS IN ADDITION TO CONCRETE BLOCKING. 7. ALL NEW WATER MAIN PIPES AND FITTINGS SHALL HAVE A FOAM PIPE PIG RUN THROUGH THEM PRIOR TO BEING FLUSHED, DISINFECTED, AND TESTED. CLEANING, PRESSURE AND PURITY TESTING SHALL BE DONE IN THE PRESENCE OF AND UNDER THE SUPERVISION OF A CITY OF RENTON UTILITY INSPECTOR. THE CONTRACTOR SHALL SUPPLY, INSTALL AND REMOVE PLUGS, CORPORATION STOPS, BLOW -OFF ASSEMBLIES, AND THRUST RESTRAINT / BLOCKING FOR TESTING AND PURITY ACCEPTANCE. NO CONNECTION SHALL BE MADE BETWEEN THE NEW MAIN OR BETWEEN THE NEW WET -TAP VALVE TO AN EXISTING MAIN UNTIL THE NEW PIPING HAS BEEN FOAM -PIGGED, DISINFECTED, FLUSHED, AND PASSED BOTH PRESSURE AND PURITYTESTING. S. NEW WATER MAINS INCLUDING SERVICE LATERALS SHALL BE TESTED AT A STATIC PRESSURE OF 150 PSI ABOVE WORKING PRESSURE WITH A MINIMUM OF 225 PSI TEST PRESSURE FOR 120 MINUTES WITH A MAXIMUM OF 5 PSI PRESSURE DROP DURING THE ENTIRE TEST PERIOD, UPON SATISFACTORY COMPLETION OF THE PRESSURE TEST, THE LINE SHALL BE DISINFECTED, FLUSHED, AND THEN WATER SAMPLES SHALL BE TAKEN FOR PURITY TESTING BY THE PUBLIC WORKS INSPECTOR. 9. THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON WATER UTILITY AND MAINTENANCE DEPARTMENTS AT LEAST 10 WORKING DAYS PRIOR TO MAKING CONNECTIONS TO THE EXISTING WATER SYSTEM. THE CONTRACTOR SHALL EXPOSE THE EXISTING WATER MAIN AND FITTINGS AT THE CONNECTION POINT BEFORE ORDERING THE NECESSARY AP S ARY ADAPTORS AND FITTINGS REQUIRED FOR THE FINAL CONNECTION. THE CONTRACTOR SHALL EXCAVATE, REMOVE ALL SURFACE MATERIALS, AND PROVIDE SHORING AND ALL MATERIALS REQUIRED FOR THE CITY OF RENTON TO PERFORM THE CONNECTION TO THE EXISTING WATER SYSTEM. THE CONTRACTOR SHALL PROVIDE AND INSTALL BACKFILL, CONCRETE BLOCKING, AND COMPLETE SURFACE RESTORATION. ti�Y o STD. PLAN - 300.0 PUBLIC WORKS WATER PLAN GENERAL NOTES =• + DEPARTMENT MARCH 2O10 04 IN COMPLIANCE WITH CITY OF RENTON STANDARDS F� W U r� My Q DATE: CITY 0 F CONSTRUCTION NOTES AND DETAILS 12/29/201 7 UW MEDICINE - VALLEY MEDICAL CENTER PnArim c BOOK: RENTON IL MEDICAL OFFICE BUILDING EXPANSION DRAWING NO: W Planning/Building/Public Works Dept. 400 SOUTH 43RD STREET RENTON, WA 98055 SHEET: OF: C22 28 W-396403 R-369419