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AFTER THE 3 DAY CONCRETE CURING PERIOD, CITY FORCES WILL OPEN THE f o � o - � n�w�...... ►..e..w..n♦ Imo'.._ `►1 .� ' ppp\ ���\ \p�\ �' ®'1� e .�j1/, �1 i �fli►1•�4����S���iA�OJ�������1►��� l'� ���,� ��� ■ pp � � I • i i o� �� oAii+i�i i iwii � I1 � i i ��� � 1 �lNf,. � � '��SEE OFF -SITE PLANS r CONCRETE 3LOCKING EXISTING GRADE- 0- q- OF PIPE- STA- 3+34-71 52 UUU MI Ul — _ im CROSSNO BEI D (M 3+41.5 -1-452 - GATE VALVE MjxMj)• 12 - INV 97.30' 3+98.90, 3+571 Lib lNV 95.4 1' 3+93.15, 9 .34 " WALL ' 1-45- VERTICAL BE BLOCKING CO Ln Ln CO I� n � n 00 O N O M �"� CO UI C) 00 U? O� CO N N N O O 00 0 coM LO Opp CD Ln 04 CD co 00 C) O ton LC) to fl Cp 00 (n O O� O O p CD CD C) N O C) r) O CV p C)O CV CD C) O O 00 00 0� m O Q1 O 0') O 0) 0) O p O 0)� p O p 1+00 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 � o Z �_6 � AL V 2+00 3+00 Z2' REVISED PER ASBUILT DRAWINGS 1 REVISED WATER MAIN AT DUCT BANK CROSSING NO. REVISION SURVEYED: DESIGNED: ZTW ZTW 2/16/20 ZTW DRAWN: ZTW ZTW g 23 19 ZTW CHECKED: AS BY DATE APPR APPROVED: AS 4+00 1 "=20' HORIZONTAL 1 "=5' VERTICAL SCALE: 1 "=20' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 105 •T• •9 85 UN 75 5+00 CITY OF RENTON Planning/Building/Public Works Dept. co 0 CD I J LIJ O NOTES: --:2: z 1. CONTRACTOR TO POTHOLE AND VERIFY IF THERE ARE ANY CONFLICTS WITH C) EXISTING DUCT BANKS FOR POWER OR COMMUNICATIONS. THE CITY WILL NOT — ACCEPT THE LOCATION OF THE NEW WATER MAIN UNDER AN EXISTING DUCT BANK IF THE WATER MAIN DEPTH OF BURY IS OVER 5 FEET DEEP. U W 2. ALL CONCRETE BLOCKING FOR HORIZONTAL BENDS, TEES, AND VERTICAL BENDS Cn SHALL BE PER COR STD. PLANS 330.2 AND 330.3 3. ALL MECHANICAL JOINT FITTINGS AND VALVES SHALL HAVE RESTRAINED GLANDS W EQUAL TO MEGALUGS SERIES 1100 OR ROMAC ROMAGRIP IN ADDITION TO ~ CONCRETE BLOCKING. Z 4. PIPE DEFLECTION SHALL NOT EXCEED HALF OF THE MANUFACTURER'S ALLOWABLE DEFLECTION. z 5. CONTRACTOR TO SCHEDULE ALL WATER MAIN SHUTDOWNS AND VALVE CUT -INS J WITH PUBLIC WORKS INSPECTOR. PUBLIC WORKS INSPECTOR WILL COORDINATE WITH ¢ THE CITY WATER MAINTENANCE DIVISION TO SHUT A MAIN OR SCHEDULE WORK z c.� cn U LL_ LL_ 0 O m J W-399101 IN COMPLIANCE WITH CITY OF RENTON STANDARDS W z L-I-J U J U DATE: LU WATER PLAN AND PROFILE 09/27/19 2i UW MEDICINE -VALLEY MEDICAL CENTER FIELDBOOK: >_ PAGE TALBOT ROAD INTERSECTION UPGRADES DRAWING NO: W 400 SOUTH 43RD STREET RENTON, WA 98055 SHEET: R13 20 � M N W G W C) Ci2 G z O U LLJJ CD z Q J Q z C� U L.L L.L I- I I � I O) X O J w J Z 0 5 N a W U z � W � U I� I� o J N Q CD N � U LE7 - N 0 0) LJ 5= 0) a LJ Q' J 3 a J 0 Q 0 0 J Q I 0 I N M O 00 z w 75 CD J Q W CY V3 M W 0 Q F- H Of 0 z 0 Tn R7 / N 0 CO w O O O DO Lii j < B Li li NOTE: DRIVEWAYS TO BE 4000 PSI CONCRETE - se nn • j ,wn-m euwN• 1 � y •V x • � in nrt, - _ r Z qAN NE W iFiFAarT:s „�,...Wwn.mh T. ' uAwaw m x.•r iECt10A MI A O.Te r1r.T rY•l Rr . e50a4Tlac vow Ea, Aores.�em TLN, STD. Putt - 104.1 ' PUBLIC WORKS CEMENT CONCRETE DRIVEWAY �;;� DEPARTMENT ENTRANCE - TYPE R1 / 1/Y e•w nnmerm,n, A„EkU coo,» Aemmnn•m. WATER PLAN GENERAL NOTES Standard Plan No. 300 1, ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE LATEST EDmON 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 6 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 PERM Us PRIOR TO CONSTRUCTION. 2, ALL EXISTING UTILITIES SHALL REMAIN I SERVICE DURING CONSTRUCTION UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL CALL 14W"24-SSSS TO VERIFY UTIL DY LOCATIONS BEFORE BEGINNING EXCAVATION. 3- ALL MATERIALS USED FOR THE CONSMUC ION OF WATER SYSTEM IMPROVEMENTS SHALL RE NEW AND UNDAMAGED, AND "CATALOG CUTS" FOR ALL MATERIALS SHALL BE APPROVE IN WRITING BY THE CITY OF RENTON PRIOR TD BRINGING ANY MATERIALS ON-SLTL 4. ALL WATER MAIN PIPE MATERIALS SHALL BE CEMENT UNE DUCTILE IRON PIPE, THICKNESS CLASS 52 PER AWWA C 151 AND C 10C 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 &MIL SLAM TUBE -TYPE, POLYETHYLENE PLASTIC PER AWWA C105 STANDARDS, 5, MINIMUM COVER FROM TOP OF WATER MAINS TO FINISHED GRADE SHALL BE 361NCHES FOR PIPE DIAMETER OF 10-INCH OR LESS AND 48 INCHES FOR PIPE DIAMETER OF 124NCH AND LARGER. MAXIMUM COVER FOR ALL WATER MAINS SHALL BE 60 INCHES, ANY DEVIATIONS MUST BE APPROVED SY THE CrrY OF RENTON PRIOR TO CONSTRUCTION. WHERE Un UTY CONFLICTS OCCUR, THE PROFILE OF THE WATER MAIN SHALL BE ADJUSTED AS NECESSARY TO CLEAR CONFLICTS AND To PROVIDE MINIMUM COVER - III PE DEFLECTION SHALL NOT EXCEED ONE-HAUF OF PIPE MANUFACTURER'S SPECIFICATION FOR SIZE OF PIPE USED. ALL TRENCH BACKF ILL SHALL BE COMPACTED TO 95 PERCENT MAXIMUM DRY DENSITY AS DETERMINED BY THE MODIFIED PROCTOR TEST METH00 (MOD) IN ROADWAYS, ROADWAY SHOULDERS, ROADWAY PRISM AND DRIVEWAYS, AND 85 PERCENT MDo IN UNPAVED AREAS. ALL PIPE IONE COMPACTION SHALL BE 95 MOD. 6. CONCRETE BLOCKING FOR WATER MAINS SHALL BE DESIGNED, ;NSTAI"LE0 AND POURED IN PLACE IN ACCORDANCE WITH CITY OF R ENTON STANDARD DETAILS AND SPED F ICATI DNS 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 MECHANICALIDINTS 1N ADDT ION 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 RE MADE BETWEEN THE NEW MAIN OR BETWEEN THE NEW WET -TAP VALVE TD AN EXISTING MAN UNTIL THE NEW PIPING HAS BEEN FDA M-PIGGED, DISINFECTED, FLUSHED, AND PASSED BOTH PRESSURE AND FURRY TESTING. 8. NEW WATER MAINS INCLUDING SERVICE LATERALS SHALL BE TESTED AT A STATIC PRESSURE OF ISO M 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 UN 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 DEPARTMENTSAT LEAST 10 WORKING DAYS PRIOR TO MAKING CONNECTIONS TO THE EXISTING WATER SYSTEM. THE CONTRACTOR SHALL EXPOSE THE EXISTING WATER MAIN AND FFIT NGS AT THE CONNECTION POINT BE FORE ORDERING THE NECESSARY ADAPTORS AND FITTINGS REQUIRED FOR THE FINAL CONNECTION- THE CONTRACTOR SHALL E1(CAVATE• 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 SACKFILL, CONCRETE BLOCKING, AND COMPLETE SURFACE RESTORATION. STPUBLIC D. PLAN - 300.0 8 DF PAH WOk NTS WATER PLAN GENERAL NOTES MARCH Z01° �014AV42 n U 2sG � 5 Q- <T/HG ENGIN�� CONSTRUCTION NOTES AND DETAILS FOR UW MEDICINE - VALLEY MEDICAL CENTER TALBOT ROAD TRAFFIC SIGNAL AND INTERSECTION IMRPOVEMENTS n CEMENT CONCRETE .. GUTTER a J;s,•` i9EE NOTE 3) MEE CEMENT DEPRESSED M' 0`jT4C CONCRETE - CURB a GUTTER SIDEI " WE DETAIL Ilea WEETI - TYPE C28 - ISOMETRIC NEW (COMMERCM , WITH BUFFER) NOTES 1. When a d6vewsy width exceeds 15 fee; construct a full dapT expernalon Joint with 3/11' joint Mar slersg ate ilmlaway lane lines rACf aa•b (seo std. plan 102). Construct expansion pinx parallel wri the ss• c. cahin ntarAne we required at 15 r"um spa�lg whin dilvewey ca•Txse oN.oYT - . ` widths axceed 3T aTe Tswr a 6 KA 2 See etd. plan 102 for s'd-k details %AMOIwv N 3. Curb sod guitar shown, other curt dealgrs rray be specified. • • ' i 1 Sell plan 101 for curb detefla : 1I/ 4 Not used r 5. The angl now wlll design all driveways to InC ude Centel al all Noll: elalle'a+LOOmOKow- points marked win symbol 'X' All eo,s'ions sre st the bads of r•�•A •e ms" OEPnESSED MGNGLINaC CURB A OUT TER DETAIL curb top on uphill aide. 6 Not used 7 Fa Driveway Widths ass DRIVEWAY STANDARDS (Seo NOTE 10). The ellper%,on join% (see sG plan 102) Shan be spaced ss Shown In the carrespond!rg lsanwh view. B Slopes Shall comply with sections R30321 a R303.2-2 or FACE iF ADJACENT CUrW R303-2 3 of the Rooked Dn0 Guidelines car Aox*i le Public - 1' Righbar Wsy of November 23,7005 (PROWAO). ' 9. Curb Mums for any Type C-MAX Dnvaway may be approved on e oewltycaee basis RSl1rIFACL �' 10 STREET STANDARDS - Ramon Municipal code (RMC) 1• R This IV Developmem ReauMbons ^ CHAPTER 6 STREET AND UTIUTY STANDARDS section 4-"60 STNErT STANDARDS DEPRESSED CURS DETAIL AT RESIDE NTNL OR CCrakERLIAL DWYEriAYf, NO ALLEYS DRIVEWAY STANDARDS• Renton Mu Ncipal Code Ill rile N Development Aeautatiens Driveway EXsrnple: TYPE C18 CHAPTER 4 R-.R•a4rrnw C-C . ,ems CITY WIDE PROPERTY OLVELOPMENT STANDARDS rumor dL•:r - Section 4.40110 PARKING, LOADING AND DRIVEWAY IMAx-..en• Cmnm." 1 REGULATIONS A_fi"w ryr"rk'a seyl 9•"'°N°Bw PUBLIC 1TORI.. CEMENT CONCRETE DRIVIEWAY am. Pik - 104.E l�l�� I I f DEPARTMENT JENTRANCES - NOTES AND DETAILS TEMPORARY 2" GALVANIZED PIPE AND 2" GATE VALVE FINISHED GRADE ELEVATION 1I INSTALL 2" PLUG ON TOP BLIND FLANIJ_ AFTER REMOVAL OF POLYPIG 3 FT MIN. COVER (10-INCH DIAMETER AND UNDER) 4 FT MIN. COVER (12-INCH DIAMETER AND OVER) I NEW WATER MAIN POLYPIG Utility Specifications Water Utility Notes and Specifications THESE NOTES SHALL APPEAR ON PROJECTS FOR THE WATER LITILRY. 1. All work material shall be in conformance with the standards and specifications of the City of Renton PlanIT! ng/Building/PubIic 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 t0 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 Ilning and seal coating shall conform to AWWA C104 or latest revision. Pipe joints to be push -on or mechanical 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 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 ANSI/AWWA C11D/A21.10.87 or a combination of ANSI/AWWA Ci10/Ai21"10.87 and ANSI/AWWA C153/A21.53-94 such that the portion of the fitting with a mechanical jaint(s) may be with ANSI/AWWA C I 53/A2 I- S3-94 and that portion of the fitting with flanged joints) shall be in accordance with AWWA C110/A21.10-87. Acceptance testing in accordance with section 53.53 of ANSI/AWWA section 10-4,3 of ANSI/AWWA C11O/A21.10-67 shall be obtained by the contractor and transmitted to the owner. 8. Gate valves shall be iron body, bronzed -mounted, double disc with bronze wedging device and O-ring stuffing box (AWWA C500) or of resilient seated type (AWWA C509). FIRE HYDRANT SHALL BE COREY-TYPE EQUAL TO IOWA F-5110 OR COMPRESSION TYPE SUCH AS CLOW MEDALLION: M & H 929. MUELLER SUPER CENTURION 200, AND WATEROUS PACER WITH 8" 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, 4.875" SEATTLE THREAD X 5' STORZ. ATTACHED WITH 1/8" STAINLESS STEEL CABLE. 1-1/4" PENTAGON OPERATING NUT. FIRE HYDRANT TO BE PAINTED WITH TWO COATS OF PAINT. KELLY-MOORE/PRESERVATIVE PAINT No 57BO-563 DTM ACRYLIC GLOSS, SAFETY YELLOW OR APPROVED EQUAL PUMPER CONNECTION TO FACE ROADWAY OR AS DIRECTED BY RENTON FIRE DEPARTMENT. FIRE HYDRANT EXTENSION TO BE USED IF REWIRED. MIN. 16" TO 20' BEHIND BACK OF CURB OR 12" BEHIND BACK OF 3' SIDEWALK THAT IS ADJACENT TO CURB 4.875' x 5" STORZ 5'x5'x6" THICK CONCRETE PAD AROUND HYDRANT. FINISH TO MATCH SIDEWALK. moo' EXPANSION JOINT AT 2,.1BACK SIDEWALK �CONCC RETE SIDEWALK OR PLANTING STRIP 36' MIN I COVER TWO-PIECE CAST IRON VALVE BOX WITH LUG TYPE COVER. EQUAL TO OLYMPIC FOUNDRY CO. STANDARD 8" TOP SECTION WITH REGULAR BASE E SECTION LENGTH TO FIT. VALVE NUT EXTENSION AS REQUIRED. RAISED PAVEMENT MARKER TYPE 68-A STIMSONITE TWO-WAY BLUE REFLECTIVE '.DNCRETE BLOCKING 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 (MY.O.) of 5-1/4 inch, two 2-1/2 inch hose nozzles 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 diameter of male thread 4.875 and root diameter 4.6263. Hydrants shall have a 1-1/4 inch pentagon operating nut opened by turning taunter Clockwise (left), 10. The two 2-112 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 be fitted with suitable neoprene gaskets for positive water tightness under test pressures. 11. The 4 Inch pumper nozzle shall be fitted with a Storz adapter, 4 inch Seattle Thread x 5 inch Storz. Storz adapter shall be forged and/or extruded 6061-T6 aluminum alloy, 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. 12. Fire hydrants shall be painted with two coats of paint. Preservative paint number 43- 655 safety yellow or approved equal, 13. Pumper connection to face roadway assembly. 14. Fire hydrants shall be installed r G of Renton Standard Detail for Fire hydrants, Y per N Y , latest revision. 15. All watemtains 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 Gear. 16. All watennains 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 A A f PLAN VIE>� glWA1ER'I�� \\� VALVE BOX LID WITH EARS IN DIRECTION OF 2" SQUARE WATER MAIN AND WORD OPERATING NUT "WATER" CAST INTO IT 12' MIN. l8' MAX. 4" CONCRETE COLLAR FOR VALVES IN PAVED AREAS 4-114" DIA. 12• 1/8 MIN. THICKNESS SEE DETAIL 2 PIECE CAST IRON VALVE BOX, RICH-SEATTLE TYPE I" STEEL OR OLYMPIC FOUNDRY LENGTH AS REQUIRED 7 1 8" MIN. THICKNESS 2-1/4" INSIDE MEASUREMENT I 2-1/4" DEPTH SECTION A -A VALVE OPERATING NUT EXTENSION 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 mete rted/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 wrlting by the Public Works Department, 28. Asphalt and concrete street paving shall be sawcut to a minimum depth of two (2) I Inches. 011 mat streets may be spade cut. All surface concrete pavement,sidewalks Y Pa r 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 an the day of initial excavation wlth 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 Cityprojects such as telemetry conduit the PVC i u shall be All chemical P ] trY 1 pipe � process lines shall be schedule 80 PVC pipe. Schedule 40 in unimproved areas and schedule 80 PVC pipe under improved areas. TESTING DETAIL t 10 FT - 771n1r I XISTING TEE, DEAD END LINE, CAP OR -,0 NOT DISTURB BLOCKING NEW WATER LINE PLUG M IJ G LJ O ry- IZ z O U LL^J V J LJJ z z Q J z U LL Q I� O O J Q R-3991 17 W - 399102 ry- IN COMPLIANCE WITH CITY OF RENTON STANDARDS w z LU U J Q 18215 72ND AVENUE SOUTH P�1 AADR U pF Sy 0 K E NT, WA 98032 A,`� 1 /�c1 SURVEYED: SCALE: DATE: LJ.J (425)251-6222 HORIZONTAL- N D 1983/1991 CONSTRUCTION NOTES A N D DETAILS 09/27/19 2i (425)251-8782 FAX DESIGNED: CITY OF 24661 RENTON UW MEDICINE -VALLEY MEDICAL CENTER PAGE -OK: >_ A f1d PAGE- °`��"z,w TALBOT ROAD INTERSECTION UPGRADES w �FG l S T E��� ��� ONE INCH DATUM DRAWING N0: J CIVIL ENGINEERING, LAND PLANNING, ss/DNA L FAG\ 1 REVISED PER ASBUILT DRAWINGS ZTW 2 16 20 ZTW CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. 400 SOUTH 43RD STREET J SURVEYING, ENVIRONMENTAL SERVICES AS IF NOT ONE INCH NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY RENTON, WA 98055 SHEU:R18 OF, 20 Q 9/22/20201 t VERTICAL CROSS FOR POLYPIGGING STATION SIZE OF VERTICAL CROSS SHALL BE THE SAME AS SIZE OF MAIN UNE v'ERTICAL CROSS (MJ X FL) FINE BLIND FLANGE ON TOP OF CROSS WITH 2" TAP & 2" TEMPORARY BLOW -OFF ASSEMBLY REMOVE BLOW -OFF ASSEMBLY AND INSTALL 2" PLUG AFTER REMOVAL OF CLEANING "POLY -PIG") ONE BLIND FLANGE ON BOTTOM OF CROSS ONE PLUG (MJ) ON END OF CROSS CONCRETE BLOCKING ALL DEBRIS AND POLYPIGS SHALL BE REMOVED FROM SUMP OF VERTICAL CROSS BEFORE DISINFECTION OF NEW WATER MAIN PUBLIC WORKS POLY PIG STATION FOR CLEANING OF 7. PLAN - 300.6 (e-. DEPARTMENT WATER MAINS %I;\ICI I 2010 _ONCRETE 'HRUST BLOCH MAIN LINE TEE. WITH 6" FLANGE SIDE OUTLET. AT VALVE F X M A -5 9 RESILIENT 5 AT 6' G E (L J) AWWA C O.E 6" DUCTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO FIT 2-3/4" COR-TEN STEEL TIE RODS. 16" x B" x 4' MININUM 1/2 YARD OF 1-1/4" WASHED DRAIN ROCK CONCRETE BEARING V ABOVE BOOT FLANGE. PLACE 8 MIL BLOCK UNDER HYDRANT POLYETHYLENE FILM AROUND TOP AND SIDES OF GRAVEL. FIRE HYDRANT ASSEMBLY LEVEL ALL GROUND LEVEL ALL GROUN'� MIN 3' RADIUS MIN 3' RADIUS ONE MAN ROCK lill6 i 1 • .. i 6 a P D 6 CONCRETE PAD 6" CONCRETE AD CUT FILL HYDRANT LOCATION IN CUT OR FILL PUBLIC WORKS FIRE HYDRANT ASSEMBLY STD. PLAN - 310.1 ®} DEPARTMENT MARCH 2010 VALVE OPERATION 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. ONLY ONE EXTENSION TO BE USED PER VALVE. NOTE: ALL EXTENSIONS ARE TO BE MADE 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 TO BE USED FOR ALL MAIN LINE VALVES OUTSIDE PAVED AREAS 3� T 3" 38" MIN. WIDTH WHITE POST 62" lIT, IT m$F' u 24" 1 VALVE MARKER POST PUBLIC WORKS VALVE BOX. MARKER & OPERATING STD. PLAN - 330.1 ®� DEPARTMENT NUT EXTENSION MARCH 2010 VERTICAL CROSS (MJxFL) FOR POLYPIGGING 1-BLIND FLANGE ON TOP WITH 2"TAP & 2"PLUG 1-BLIND FLANGE ON BOTTOM 1-PLUG(MJ) W/2"TAP & 2" BLOW -OFF TEMP. BLOCK FINAL CONNECTION DETAIL NEW WATER LINE EXIST. WATER LINE � �� r-- 1 AFTER ALL TESTING, CLEANING BY POLYPIG AND DISINFECTION, REMOVE TEMP. BLOCK & BLOW -OFF & CONNECT TO EXISTING WATER LINE WITH SLEEVE (MJ) AND D.I. SPOOLS FINAL CONNECTION BY CITY FORCES /U-I!, ° STD. PLAN - 300.5 PUBLIC' WORKS CONNECTION TO WATER MAIN DEPARTMENTEXISTING TEE OR END LINE CAP{ARCH 2O10 z w w O z 0 I- U LIJ Ln 77-1 0 Q J z V J U L� LL �o I � w G> L x O _J M z IJ U ry r Q a w U U) I.-_ z a_ � W o J CD N N Q (D W a� 0 w J J 0 0 Q 0 (n (n w U U Q I 0 I N m O 00 z w 75 z J Q W ry T) co w 0 U Q 2 H- 0 z U Tn a N 0 00 i On 0 0 0 00 Lal �_- Z O H �G,HAVS n U 0 2s� CO <T�HG ENGXX4 -RE HYDRANT SHALL BE COREY-TYPE EQUAL TO IOWA F-5110 OR COMPRESSION TYPE SUCH AS CLOW MEDALLION: M & H 929. MUELLER SUPER CENTURION 200, AND WATEROUS PACER WITH 8" MECHANICAL JOINT INLET WITH LUGS, 5-1/4" MAIN VALVE OPENING. TWO 2-1/2" HOSE CONNECTIONS NATIONAL STANDARD THREADS. 4PUMPER CONNECTION CITY OF SEATTLE THREADS WITH A STORZ ADAPTOR, 4.875" SEATTLE THREAD X 5" STORZ. ATTACHED WITH 1/8" STAINLESS STEEL CABLE, 1-1/4" PENTAGON OPERATING NUT. FIRE HYDRANT TO BE PAINTED WITH TWO COATS OF PAINT, KELLY-MOORE/PRESERVATIVE PAINT No. 57BO-563 DTM ACRYLIC GLOSS, SAFETY YELLOW OR APPROVED EQUAL 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 BACK OF 3' SIDEWALK THAT IS ADJACENT TO CURB 4.875" ■ 5" STORZ 5'KS'W THICK CONCRETE PAD AROUND HYDRANT, FINISH TO MATCH SIDEWALK �e EXPANSION JOINT AT 2.1 BACK OF SIDEWALK -CONORETE SIDEWALK I '0PLANTING STRIP 36" MIN TWO-PIECE CAST IRON VALVE BOX WITH LUG TYPE COVER. EQUAL TO OLYMPIC FOUNDRY CO. STANDARD 8" TOP SECTION WITH REGULAR BASE SECTION LENGTH TO FIT. VALVE NUT EXTENSION AS REQUIRED. RAISED PAVEMENT MARKER TYPE 88-A STIMSONITE TWO-WAY BLUE REFLECTIVE CONCRETE BLOCKING CONCRETE -� l THRUST BLOCK MAIN LINE TEE. WITH 6" FLANGE SIDE OUTLET. 6" GATE VALVE (FL X MJ) AWWA C-509, RESILIENT SEAT 6" DUCTILE IRON PIPE. CLASS 52 CEMENT LINED, LENGTH TO FIT 2-3/4" COR-TEN STEEL TIE RODS. 115 x 8" x 4' MININUM �;�2 YARD OF 1-1/4" WASHED DRAIN ROCK CCONCRETE BEARING ABOVE BOOT FLANGE. PLACE 8 MIL a.00K UNDER HYDRANT POLYETHYLENE FILM AROUND TOP AND SIDES OF GRAVEL FIRE HYDRANT ASSEMBLY -- - LEVEL ALL GROUND LEVEL ALL GROIN' MIN 3' RADIUS MIN 3 RAOIU°. ONE MAN ROCK L ®. 6" CONCRETE PAD I, CONCRETE PAD -4 CUT FILL HYDRANT LOCATION IN CUT OR FILL e PUBLIC WORKS FIRE HYDRANT ASSEMBLY STD. PLAN - 310.1 DEPARTMENT MARCH 2O10 INSTALL SIGN PER CBC 11296.4 Q z 3 a � z z Z ¢ z ¢ Y 3 � � J W Of W (n J O W 0- m cmW z =¢ ¢ a CD oo Z ¢ I W UiD� i�E C�+w m¢o LIJ O �W O i ¢ W 0 W H E Lm Q CD zM ED m In U) RESERVED PARKING (WHITE) (BLUE) 12"x 18" SIGN STATE DISABLED PARKING PERMIT REQUIRED TEXT ACCORDING T LOCAL JURISDICTIO VAN REQUIREMENTS ACCESSIBLE MIN. FINE $250 Y 3 3 � W Z� N �Z O O O ¢ 0 J m 3 CONSTRUCTION NOTES AND DETAILS FOR UW MEDICINE -VALLEY MEDICAL CENTER TALBOT ROAD TRAFFIC SIGNAL AND INTERSECTION IMRPOVEMENTS FMARKEI, rMARKER 1� _'NO LANE ROAD UFFSET ON SIDE STREETS WHERE THE MARKER TO INDICATE HYDRANT IS WITHIN 20' OF A WHICH SIDE OF STREET MAIN TRAVELED STREET, THE HYDRANT IS ON (4" FROM MARKER IS TO BE INSTALLED DOTS OR PAINTED LINE) ON THAT MAIN STREET MARKER t4nFKrc 4 FOUR LANE ROAD OFFSET FIVE LANE ROAD OFFSET MARKER TO INDICATE WHICH MARKER TO INDICATE WHICH SIDE OF STREET HYDRANT IS SIDE OF STREET HYDRANT IS ON (4" FROM DOTS OR ON (4" FROM DOTS OR PAINTED LANE DIVIDER) PAINTED LANE DIVIDER) HYDRANT MARKERS 7 fAmmm -► 4' RAISED PAVMEINT MARKER TYPE 88 AB STIMSONITE TWO-WAY (BLUE) ( PUBLIC WORKS �• PLAN - 310.3 Ill 4O• DEPARTMENT HYDRANT MARKER LAYOUT MARCH 2O10 STENCILED SIGN HEIGHTS ACCORDING TO LOCAL REQUIREMENTS IF SIGN IS LOCATED IN PEDESTRIAN TRAFFIC, LOCATE BOTTOM OF SIGN AT +6'-8" ABOVE WALKING SURFACE FLEXIBLE POST ON SHORT POLE INSTALLATIONS ZUMAR INDUSTRIES (800) 426-7927 OR 2" 0 STEEL POLE ON INSTALLATIONS ABOVE 5'-0" MARKING DETAIL (Accessible Parking) NOT TO SCALE 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES �1 SAD �F WAS// �-A � o z �_6 ` AL 11-1/4- BEND 22-1/2' BEND 45' BEND CAP TEE 90' BEND R i 11 •gyp THRUST BLOCK BE-NG AREA REFEtiS TO THE FACE OF BLOCK MEASURED IN SQUARE FEET 1�LOC`ATON AND SIZE OF BLOCKING FOR PIPE LARGER THAN 12"DIAMETER AND FOR SOIL TYPES DIFFERENT THAN SHOWN SHALL BE DETERMINED BY THE ENGINEER. 2. ALL BLOCKING SHALL BE POURED IN PLACE AGAINST UNDISTURBED NATIVE GROUND 3. ALL POURED THRUST BLOCKS SHALL BE BACKFILLED AFTER MIN. I DAY- PRESSURE TESTING SHALL OCCUR AFTER CONCRETE HAS REACHED NOMINAL COMPRESSIVE STRENGTH. A. ALL BLOCKING SHALL BE CONCRETE CL 5 (1-1/2'). 5. BLOCKING AGAINST FITTINGS SHALL BEAR AGAINST THE GREATEST FITTING SURFACE AREA POSSIBLE. BUT SHALL NOT COVER OR ENCLOSE BELL ENDS, JOINT BOLTS OR GLANDS REASONABLE ACCESS TO BOLTS AND GLANDS SHALL BE PROVIDED. CONCRETE BLOCKING FOR STD. PLAN - 330.2 PUBLIC WORKS HORIZONTAL AND DOWNWARD DEPARTMENT VERTICAL BENDS MARCH 2O10 F1. I THRUST BLOCK BEARING AREA IN SWARE FEET (SEE NOTES) FOR HORIZONTAL AND DOWNWARD VERTICAL BENDS RM SILT OR SOIL FIRM SILTY SANG COMPACT SAND CCNPACT SANG k GRAVEL 90' 45' BEND 11 1/4' 90' a5' BEND 11 1/4' 90' 15' BEND 11 1/1' FITTING BEND TEE CAP OR PLUG h 22 1/2' BEND TEE CAP OR PLUG k Z2 1/2' BEND TEE CAP OR PLUG B: 22 1/2' BEND BEND BEND 4 7.0 4-2 4.2 1.7 2 9 21 2.1 /.0 2.2 1.6 B 13. 9.4 9-a 8 6.7 4,7 4.7 1.9 5.0 3.5 B 23.3 ifi.7 18.7 e. 11. 8.4 8 4 3-4 B.B fi.3 fi.3 2.5 12 53.0 37.5 }7.5 15.0 26.5 'Be.1 7.5 20.0 14.0 1L.0 5.6 AREAS CALCVLATED ON 300 PSI TEST PRESSURE. 3'-O" MIN. COVER FOR WATERMAIN LESS THAN 12-. 4'-0" MIN. COVER FOR WATERMNN 12" OR GREATER, MAX. HOGHT OF THRUST BLOCK (Ft) = D,5 . DEPTH OF TRENCH MIN. HEIGHT OF THRUST BLOCK (FT) = O.D. PIPE + 1.0' 3/8" 3/8" 3/4" N 11( to i N N s" WHITE PAINT FIGURE 13-0,0 PAINT -� CONTRASTING BLUE BACKGROUND WHITE BORDER PAVEMENT INTERNATIONAL SYMBOL OF ACCESSIBILITY NOTES: A. SYMBOL TO BE CENTERED ON WIDTH OF PARKING STALL. B. BOTTOM OF SYMBOL TO BE LOCATED FLUSH WITH ACCESS DRIVE,CENTERED ON PARKING SPACE. C. SYMBOL IS REQUIRED TO CONTRAST WITH BACKGROUND. INTERNATIONAL SYMBOL OF ACCESSIBILITY NOT TO SCALE 1 REVISED PER ASBUILT DRAWINGS NO. REVISION SURVEYED: DESIGNED: DRAWN: ZTW ZTW ZTW 2 16 20 ZTW CHECKED: AS BY DATE APPR APPROVED: AS SCALE: ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY NOT EXCEED 2% MAXIMUM SLOPE IN - ANY DIRECTION SHALL Z CD I � O N W zV) miw w O I 00 36"x36" STENCILED SIGN (DETAIL 3B) PARKING SIGN (DETAIL 3A) N CURB STOP PARKING AREA 4" WIDE BLUE STRIPE (TYP). SEE SITE PLAN NO PARKING Z 'ALIGN 9'-0" (VAN E ADA PARKING REQUIREMENTS NOT TO SCALE CITY OF R RENTON Planning/Building/Public Works Dept. ACCESS AREA 4" WIDE PAINTED STRIPES (TYP.) W-399103 R-3991 18 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CONSTRUCTION NOTES AND DETAILS UW MEDICINE -VALLEY MEDICAL CENTER TALBOT ROAD INTERSECTION UPGRADES 400 SOUTH 43RD STREET RENTON, WA 98055 DATE: 09/27/19 FIELDBOOK: PAGE R19 LIJ w z 0 U w C� w z