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HomeMy WebLinkAboutzW-3751 SetN _M T O O d' TEMPORARY 2' GALVANIZED PIPE AND 2' GATE VALVE FINISHED GRADE ELEVATION ///INSTALL 2' PLUG ON TOP BLIND FLANGE 3 FT MIN. COVER (10 -INCH DIAMETER AND UNDER) / AFTER REMOVAL OF POLYPIG 4 FT MIN. COVER (12 -INCH DIAMETER AND OVER) / I NEW WATER MAIN POLYPIG ,�'' . •.J. �', J' D VERTICAL CROSS FOR POLYPIGGING STATION: SIZE OF VERTICAL CROSS SHALL BE THE SAME AS SIZE OF MAIN LINE VERTICAL CROSS (MJ X FU t I 4" END CAP MJ ONE BLIND FLANGE GN TOP OF CROSS WITH 2' TAP & 2' TEMPORARY BLGW-OFF ASSEMBLY 2 PERM. BLOW OFF (REMOVE BLOW -OFF ASSEMBLY AND INSTALL 2' PLUG AFTER REMOVAL OF CLEANING 'POLY -PIG') CONCRETE BLOCK ONE BLIND FLANGE ON BOTTOM OF CROSS PER CITY OF RENTON' ONE PLUG (MJ) ON END OF CROSS STANDARD DETAIL #340.1 CONCRETE BLOCKING ALL DEBRIS AND POLYPIGS SHALL BE REMOVED FROM SUMP OF VERTICAL CROSS BEFORE DISINFECTION OF NEW WATER MAIN vv ILl\ Iyi/ l I I IyL II IVVlIVI/MINI" VERTICAL CROSS FOR POLYPIGGING \ \ CUT AND CAP 3 -EXISTING SERVICES AT WATER MAIN, UNDER SEPARATE PERMIT, ( \I BY CITY FORCES. \ l I \ \I 1 Gh, , I 1 i � �i INTERSECTION STA. 10+00 O CALL 811 BEFORE YOU DIG! OFFE ENGINEERS 13932 SOUTHEAST 159TH PLACE RENTON, WASHINGTON 98058 G PHONE: 425-260-3412 CONTACT: DARRELL OFFE, P.E. I I I � I I I t I l I I f 1 W � r I I i Al y I \ � \ �O 1 AV ' I i\ \ \G 1 q- 1 \ ( 1Id Ilri 1 'i 1 10 1111 t 'I Ila II 1 rn r PIANIER r -- I l 6A IF F� I r I I I I 1-8"x6" TEE (MJx 1 -FIRE HYDRANT 1-6" GATE VALVE 1-8"x4" REDUCER 1-4" GATE VALVE 1 -CONCRETE BLOI ALL WATER SERVICES SHALL BE 1" SERVICE LINE PER CITY STANDARD DETAIL #320.1 EALLATER METERS SHALL BE 3/4" IN SIZE I I I + I I ' I I I FLANGE=451.10 I £i' VOii t NOTE - EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND UTILIITES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES ND RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. 17eA1 IIIIII-fts I I S � IPi0Owl II ' O PER CITY DETAIL + REMOVE CAP AND BLOWOFF i + DEFLECT PIPE AT I i « I 1 9I MANUFACTOR I _FENCE k CAHtrcc� 'N bR1S111Hn $ Wmau RECOMMENDATION CONTRACTOR TO COORDINATE WITH �+ CITY OF RENTON WATER DEPARTMENT + TO SHUT OFF 8" VALVE. + 147LF. 8 D. WM 1.4+00, NE 25th STREET SHED SHED W=375 101 Jb'i6 W y\ r W I r of NOTE: ALL TRENCH RESTORATION SHALL BE PER CURRENT G_I CITY OF RENTON STREET OVERLAY AND TRENCH RESTORATION DETAIL UCITY OF SRVEY &MAPPING SCALE nonuartw wn iam/\va+ �, � RENTON 'I' D.L. . OFFE, P.E. I REN I ON _ .0 NALR�'�G\ 09/-1.!1./2014 N0. REVISION _ BY DATE APPR OFFE, P.E.DATUM Planning/Building/Public Works Dept. T GRAPHICSCALE 0 15 30 60 1 inch = 30 feet pp RECOMMENDED FOR APPROVAL By-N(SrM, (1k6+Y./ nate, 9 14 By' Dnte- Bye Date, Byl -- unte- _ MAY CREEK COURT SHORT PLAT VINEYARDS CONSTRUCTION, LLC WATER PLAN & PROFILE 2530 DUVALL AVENUE NE CD" Vq-37 5 01 09/1 /201 00© WATER GENERAL NOTES N 1. ALL WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF M THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION r OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY r OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. A SET OF APPROVED PLANS C)SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. C) 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 INRI WR NG BY THE PUBLIC WORKS DEPARTMENT r 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 LOCATE CALL 48 -HOURS LOCATORS, 800-424-5555. 4. AN APPROVED TRAFFIC CONTROL PLAN IS REQUIRED TO BE SUBMITTED AT THE PRE -CONSTRUCTION MEETING. Q 5. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 METERS, AND FOR J HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991 METERS UNLESS OTHERWISE APPROVED BY BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. REFERNCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. 6. ALL WATER MAIN PIPE TO BE CEMENT LINED DUCTILE IRON PIPE CONFORMING TO AWWA C110 AND C111 OR LATEST REVISION, THICKNESS CLASS 52. CEMENT MORTAR LINING AND SEAL O 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/A21.4-90. IF FITTINGS ARE 3 INCHES TO 12 INCHES IN DWAETER AND HAVE MECHANICAL JOINTS, THE FITTINGS SHALL BE IN ACCORDANCE WITH EITHER ANSI/AWWA C110/A21.10-87 OR ANSI/AWWA C153/A21.53-94. 3 INCH TO 12 INCH DIAMETER O FITTINGS WHICH HAVE MECHANICAL JOINTS AND/OR FLANGED JOINTS SHALL BE IN ACCORDANCE U WITH 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 Y JOINT(S), MAY BE IN ACCORDANCE WITH ANSI/AWWA C153/A21.53-94 AND THAT PORTION OF THE W FITTING WITH FLANGED JOINT(S) SHALL BE IN ACCORDANCE WITH ANSI/AWWA C110/A21.10-87. ACCEPTANCE TESTING IN ACCORDANCE WITH SECTION 53.53 OF ANSI/AWWA C153/A21.53-94 OR LLI WITH SECTION 10-4.3 OF ANSI/AWWA C110/A21.10-87 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 >_ VALVES AND 0 -RING STUFFING BOX (AWWA C500) OR OF RESILIENT SEATED TYPE (AWWA C509). VALVES SHALL BE DESIGNED FOR A MINIMUM WATER OPERATING PRESSURE OF 200 PSI. GATE Q 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 INCHES, TWO 2-1/2 INCH HOSE NOZZLES WITH NATIONAL STANDARD THREADS 7-1/2 THREADS PER INCH AND ONE 4 INCH PUMPER NOZZLES WITH THE NEW SEATTLE PATTERN 6 THREADS PER INCH, 60 DEGREES V.BL THREADS, OUTSIDE DIAMETER OF MALE TREAD 4.875 AND ROOT DIAMETER 4.6263. HYDRANTS SHALL HAVE A 1-1/4" PENTAGON OPERATING NUT OPENED BY TURNING COUNTER CLOCKWISE (LEFT). 10. THE TWO 2-1/2' 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" PUMPER NOZZLE SHALL BE FITTED WITH A STORTZ ADAPTER, 4" SEATTLE THREAD X 5" STORTZ. STORTZ ADAPTER SHALL BE FORGED AND/OR EXTRUDED 6061-T6 ALUMINUM ALLOY, HARDCOAT ANODIZED. THREADED END PORTION SHALL HAVE NO LUGS AND 2 SET SCREWS 180 DEGREES APART. STORTZ FACE TO BE METAL, NO GASKET TO WEATHER. STORTZ CAP TO HAVE SYNTHETIC MOLDED RUBBER GASKET, AND SHALL BE ATTACHED TO HYDRANT ADAPTER WITH 1/8" 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 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 WATER MAIN 12 INCHES AND LARGER SHALL BE AT A MINIMUM OF 48 INCHES BELOW FINISH GRADE. WHERE UTILITY CONFLICTS OCCUR, WATER MAINS ARE TO BE LOWERED TO CLEAR. 16. ALL WATERMAINS SIX (6) INCHES IN DIAMETER AND LARGER 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 Fr. 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 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 PRECONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO ANY CONSTRUCTION. A MINIMUM OF FIVE (5) WORKING DAYS NOTICE IS REQUIRED FOR SCHEDULING. 21. TWENTY-FOUR (24) HOUR 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 TO BE ACCOMPLISHED BY THE CITY OF RENTON, EXCEPT WET TAPS WHICH MAY BE MADE BY APPROVED WET TAP CONTRACTORS WITH PRIOR APPROVAL).R FROM THE DEPARTMENT OF PUBLIC WORKS. ALL NECESSARY EXCAVATION AND MATERIALS TO BETE 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. CALL 811 BEFORE YOU DIG! CIXILAEIE &O:gNC 99NC PflCCaIURE A ID1E&1 me amain at wnuxe ra mel to aural nwwm any = %, e.oa wore y w ue f w wt. ma mauoa oftl�zdv www m liZo uw pn< acwwmle le .xo.n ny. I wnle foul w aweam uml I onus ew avwt Ns eltllo M Na tmN Y hui 0 a,14q 1M & Y Iwtllo ° M Maaaft a sol ore lMomrhyTya'"b Z 1. The Nffi wtlun b for Ow4wttl w 2 tlommrB lRmat only. W M m Mr/L dw* muel be epq W a Lep iban 1/Z 1M EwN apn 1M pwq rtaw to IN; Wool Me. 3. The throt dal bwYq fora b appmfwlii, e mortal°Pete elacdnY aml a w W IYN[ c S I1.11m 74-211. •a0-SWte4L danaw of PIPs If Pwt r - rlwn In Pw,a at m f11Yg D•41e O 59L - pSawN IlaaN° If b Pcx%e y Ff. Rorie 2) W - NItlT°i I Turd N Fwt • - aaa °m cwaae enNn mora e.a a°ana ue Side of ue TmM F IL ,,o,- Mo... He M of Na T.A °krY F fat W - DwN of Ne aw lhwl Bbrt Ion - whn°eoBiwn°L oof M:"a. Ill F Find, GROUND SUFNX " IH; - `F epBLBASE Da W D. ..AT. ca An.' 1. Aro, a comate W - Sora, son myb P� 4 Of--'� 2 local Ha°M1t of l mdvt &Pct QYn) - °qN a j2p.. h� _ 2 4 Oqu of Cmwb 7h.wmar - WTFw-. Prf7 W -a A YavFnT telgN of ramal mar (lm) -Mm a fogaM1 A Mm1wn",of - _w 0. xwoaa .amount of cwaate (t YM1) - III [ )qa x Lamm) [ MIll - 9Mn [ ton z W) [ 44rJo4 E Fdd1 RF t. PJmDm M amour of , vcaua a wlaeb naaara m" j a 91Y Ewq e w Y Eam. mtln: m. norma gwollm Prima Yc LM pp as a a1 pl am, IM a raga M D. aw mawtw eaM as paaL 2 fiddhm: = O,Mw°TWtle"'"tl Tm,li W Y 'raYM 0.11!f )- 4p0I/, 1p22 - min R tl°ewtt Ns Too. 1: mora W Lifl pwiaa r A A PLAN THEW 17 W J VALVE BOX UD WITH EARS IN DIRECTION OF WATER' MAIN AND WORD "WATER" CAST INTO IT AIL 'IECE CAST IRON VALVE K. RICH -SEATTLE TYPE OLYMPIC FOUNDARY - 4a to T. 2 Table 2 olw wle OgYq Iwf M 'i o" ymt ;CmTa - Ge toPpua 1: lypalpl��FglMw 1M pw11W _ feria b q[mimle b a'g1Ni Pl dam M1tl eqb a bier a Iwt - Widm a Vwan 3 Teet w- Mww am ;._=== or a(N) - ee as - J.12sorb ma Lr 3mK R - Llarn,.n xayt a >tiaa aaa (wa) - ^amu a rra d Fwta J,.m, n rout z If2 2_10R 2 - vqm a canal. llzua Boar Dk) rvem a rra b Fwl M - WbMa Dlan.faa M a�(� " 2 3-0.T' - 1.13 R 2 - Ymlmm Iw°N a 1Nwl Ibt (ton) - •� a Cmveb Ilaait a A J..1212 - }{6 R - . - 2D RgWetl Mvnt of bvele t z Dgta z twgU,) [ 0.09(of z fall z Co) [ 40T1W -4]0w36 SVE iy4sWaLY1 iW tLL6ai R'"� m°it'G .�"nw �i': adgl w°�'°•w or�"b. pp may 2 MaL 99��Safe meevb°ggqLyE �w IOaY.aT l011VY r IMa ower 1WMnlw fKY StaffSPR 1.003 o'tl 04am�1 c.awm .xn am' 4 Hera 9W 14000 ba°Fitator"° x all tamitta asa>,.wbip'ww 'aa ba.y ' pout wa rgp�r,w\ am 0yq\ of wllklnt etwYty b,wX Wuw co CAP 22-1`/U/2L' 2" CLASS 45"BEND TEE - *2" TO 6" 90 BEND CLASS 'E' n -1/a OR FIGURE 1 CLASS 'B' NOME FOR CMN% MAINJJ. III BLMJOHc SD: JiWN S wA"v RAN N0. JS V J4• / [ 3" 2 38' SQUARE MIN. OPERATING NUT WDTN WHITE POST AM 62" �- 4-1/4" DIA. 1/8 MIN. THICKNESS - 24' -1- STEEL - LENGTH AS REQUIRED 1/8• MIN. THICKNESS VALVE MARKER POST - 2-1/4' INSIDE MEASUREMENT ' 2-1/4' DEPTH VALVE OPERATION NUT EXTENSION NOTE: VALVE MARKER NOTES: EXTENSIONS ARE REWIRED WHEN VALVE NUT VALVE MARKERS SHALL BE EQUAL TO IS MORE THAN THREE (3) FEET BELOW FINISHED CARSONITE UTIUTY MARKER GRADE. EXTENSIONS ARE TO BE MINSION TO OF E ONE FOOT LONG. ONLY ONE EXTENSION VALVE MARKER POST TO BE USED FOR ALL VALVE OPERATING NUT EXTENSION BE USED PER VALVE MAIN UNE VALVES OUTSIDE PAVED AREAS AND VALVE MARKER POST NOTE: ALL EXTENSIONS ARE TO BE MADE OF ADOPTED STEEL, SIZED AS NOTED, AND PAINTED WITH = or SSNmN TWO COATS OF METAL PAINT. e 511mm3l111) Pula 18[ dS 121 Mal <NA aw M1E REMSN)N PIR DWG. NAME: BR46 SP PAGE: 8090 VALVE OPERATING NUT EXTE AND VALVE MARKER POST 29. A 1TFMPORARY. 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, WTTHIN'TEN DAYS. CALL - FOR SUBGRADE INSPECTION PRIOR TO PLACEMENT OF FINAL. PATCH.. la �1._ 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 -UNDER IMPROVED AREAS. I. 1 2 5' _jMIN MIN MIN MIN MIN r Fm ��6.5' MIN. 1' 1' 2.5' 1' 1' MIN MIN MIN MIN MIN � I I -FACE OF CURB OR EDGE OF PAVEMENT 2" CLASS 'B' CENTER LINE OR LANE LINE ;ACP CLASS 'E' OR 'B' 6" CRUSHED SURFACING TOP COURSE CRUSHED ROCK, FLOWABLE FILL OR AS REQUIRED BY ENGINEER I TYPICAL PATCH FOR FLEXIBLE PAVEMENT 6.5' MIN. ------ -II WHEN PERPENDICULAR TO 2" DEPTH OF ROADWAY CENTERLINE GRIND OR SAWCUT AND REMOVE ADOPTED CRY Hi11aN 9TANMIm PLN9 L41' MIC 12/88 * SEE DWG# HR -05 FOR MINIMUM STANDARDS DWG. NAME: HR -23 SP PAGE:H032A DATE I REVISION I BY PR TYPICAL PATCH FOR FLEXIBLE PAVEMENT W-315102 RECOMMENDED FOR APPROVAL Date: 'By:-.- _ . Date: By: Date: By: Date: N.T.S. llwa a FNanv. d vw.,y son yr vs r«. w' a• a -f 1f-f/� JOT INLET T U 1 d E OF JIHC TI I oraa w ewer ewe IN,w i °iim 4M1 SEATTLE TIP . s STC7 T-1 HED N a s tM 5_a f 1100 400 3'0°00 aSm a4000 laaalyy333T)pmmp 0.3 faro Jm C ix PFO o r0 'l PrP 1fdf` o u Fars FG? e 3 AS Ion 11,150 AT= EL LAO) Ir I i R to. SR0.,Sa°0m 4�ja fano 6' -C 20' Bv.:.0 BI:i. ii m SZ°20 49,00 !.0.i3°0°TI 2°i'eO x, w iaow aJm vaw 1S 223 y230 b,000 M6N 1J.at0 pvb IF 200 50.91q r;Om 319b 1v.m0 Lorton A' 200 S;ea pgm0 yam MOro 12300 -(OPC.NETF "D :;.LF RASED P it 61'31:1 -. BE It ii1439J0p 'LA1330 11020.FBSa ep,pp i°B.M1. ]w $Sm Mb0 talOD You' ]L],N°m0 12 SVE iy4sWaLY1 iW tLL6ai R'"� m°it'G .�"nw �i': adgl w°�'°•w or�"b. pp may 2 MaL 99��Safe meevb°ggqLyE �w IOaY.aT l011VY r IMa ower 1WMnlw fKY StaffSPR 1.003 o'tl 04am�1 c.awm .xn am' 4 Hera 9W 14000 ba°Fitator"° x all tamitta asa>,.wbip'ww 'aa ba.y ' pout wa rgp�r,w\ am 0yq\ of wllklnt etwYty b,wX Wuw co CAP 22-1`/U/2L' 2" CLASS 45"BEND TEE - *2" TO 6" 90 BEND CLASS 'E' n -1/a OR FIGURE 1 CLASS 'B' NOME FOR CMN% MAINJJ. III BLMJOHc SD: JiWN S wA"v RAN N0. JS V J4• / [ 3" 2 38' SQUARE MIN. OPERATING NUT WDTN WHITE POST AM 62" �- 4-1/4" DIA. 1/8 MIN. THICKNESS - 24' -1- STEEL - LENGTH AS REQUIRED 1/8• MIN. THICKNESS VALVE MARKER POST - 2-1/4' INSIDE MEASUREMENT ' 2-1/4' DEPTH VALVE OPERATION NUT EXTENSION NOTE: VALVE MARKER NOTES: EXTENSIONS ARE REWIRED WHEN VALVE NUT VALVE MARKERS SHALL BE EQUAL TO IS MORE THAN THREE (3) FEET BELOW FINISHED CARSONITE UTIUTY MARKER GRADE. EXTENSIONS ARE TO BE MINSION TO OF E ONE FOOT LONG. ONLY ONE EXTENSION VALVE MARKER POST TO BE USED FOR ALL VALVE OPERATING NUT EXTENSION BE USED PER VALVE MAIN UNE VALVES OUTSIDE PAVED AREAS AND VALVE MARKER POST NOTE: ALL EXTENSIONS ARE TO BE MADE OF ADOPTED STEEL, SIZED AS NOTED, AND PAINTED WITH = or SSNmN TWO COATS OF METAL PAINT. e 511mm3l111) Pula 18[ dS 121 Mal <NA aw M1E REMSN)N PIR DWG. NAME: BR46 SP PAGE: 8090 VALVE OPERATING NUT EXTE AND VALVE MARKER POST 29. A 1TFMPORARY. 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, WTTHIN'TEN DAYS. CALL - FOR SUBGRADE INSPECTION PRIOR TO PLACEMENT OF FINAL. PATCH.. la �1._ 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 -UNDER IMPROVED AREAS. I. 1 2 5' _jMIN MIN MIN MIN MIN r Fm ��6.5' MIN. 1' 1' 2.5' 1' 1' MIN MIN MIN MIN MIN � I I -FACE OF CURB OR EDGE OF PAVEMENT 2" CLASS 'B' CENTER LINE OR LANE LINE ;ACP CLASS 'E' OR 'B' 6" CRUSHED SURFACING TOP COURSE CRUSHED ROCK, FLOWABLE FILL OR AS REQUIRED BY ENGINEER I TYPICAL PATCH FOR FLEXIBLE PAVEMENT 6.5' MIN. ------ -II WHEN PERPENDICULAR TO 2" DEPTH OF ROADWAY CENTERLINE GRIND OR SAWCUT AND REMOVE ADOPTED CRY Hi11aN 9TANMIm PLN9 L41' MIC 12/88 * SEE DWG# HR -05 FOR MINIMUM STANDARDS DWG. NAME: HR -23 SP PAGE:H032A DATE I REVISION I BY PR TYPICAL PATCH FOR FLEXIBLE PAVEMENT W-315102 RECOMMENDED FOR APPROVAL Date: 'By:-.- _ . Date: By: Date: By: Date: N.T.S. OFFE ENGINEERS 0F�� 9 Serfaw 19 q�.r•�t`" Nc;y SURVEYED SCALE "M' -III ;, ,� MAY CREEK COURT SHORT PLAT �"" ""'°��°°' CITY OF REN ON,W AST WASHINGTON 98058 - Z: D.L. OFFE, P.E. R'ENTON VINEYARDS CONSTRUCTION, LLC RENTON, WASHIlVGTON 98058 D.L. OFFE, P.E. PHONE: 425-260-3412 P0f,*- 0 S�a�oG\ �� DATUM Planning/Building/Public Works Dept. WATER DETAILS &NOTES CONTACT: DARRELLOFFE, P.E. ss•• 6N rNoracRM 2530DUVALLAVENUENE LONAL 09/11/2014 N0. REVISION BY DATE APPR µWimhu rxE JAromlm2.r 09/11/2014 I tl a4W.I° afE 9El 10 °1'12 WATER FP J 1 Si -A0 B COPE, T ECLAL TO WA F III CR C0611 t IT 'UEB AlC F,L 01 ft L 923. ILE­ f CP O W 1FR aS P C F' I Tn h 1 f [CA JOT INLET T U 1 d E OF JIHC TI I FO Q LC OLS T.ATCJJ11E ST( TC MBE DS o PW FE WI f f➢ J CIT OF IIAPKd)S W A 5TOW 0 PTJR 4M1 SEATTLE TIP . s STC7 T-1 HED N a s tM 5_a 5_L_L Cdi:_= 1 I✓Y F_:,.TI.GON CIE -RATING WUL FRE H`JRNII -3 EL IJTE" fTl I!4 CVTC nF PAITIT. K6.LY-btp(`RJPF.E SCH'✓49.F FAINI Jo ).%I ICP,'IIC CLOSS S:FECY 'CL C' O� ix PFO o r0 'l PrP 1fdf` o u Fars FG? e 3 AS LIPECTED B .EHTCI F E D PART EJ P HYDR 1 Y'EI19ON 'G EL LAO) Ir I i R to. 6' -C 20' Bv.:.0 BI:i. CGRL' CR 1J" 3EHIND BeCN OF y SJJC SLK 111 Al IS i-0.A0EI 10 cCF D 4,a,5" S S.DiZ nor FICC' CASE POLI B[ 1.11F LJ iCl CCAJ IE IAC -0 ND l',FE 0 ER O_: ¢ IJFC FLu11 C_. 'NH1I T FNISH 10 Na.Cli _CP:°AL6, TAPI ARD a ICP Y wl lh FE BASE , -;c i'' L .1 z� 1 S'ON Jr.NI CLCTON L AGTF TO I U - / BNC< OF SOUL LY S R-OLIRcC. `6'Jl .. -(OPC.NETF "D :;.LF RASED P it 61'31:1 -. BE It OR, ANIING e�m s..<scilnF 1>, N-, ILE-ICIIIF. ,: 1 15"t-111 pF (-O^ICHETE 8_J:/.6 D CcritCILEjCi 'I IDla_ST CCF IN Lc TEE 41 1. 6 rt, .4C C -1. J, -3 -L_. CA IF _tC F _A e;&: _,CE, RL ..:F. a GLCI,LE IRCI-C, CLASS CL 1:1 L. 1 1 E 1 .G } LI J -a; as -Ter- STE_1 DE RGDS b s 8 nl ll`JJtI -' 12 1CRU OF 1_V, 5 ffO J R0 e N61iFIt BEA C V ABOVE eco FLE11CL R tC7 6 LII STICH UNDI I ,TPN' 'C ETHY^ %E Fll ROJ D TCP 1.w0'US J= SR I ILL, F I P H iDP IV" ^:<SF'vi3Cr t9 1CT.1, N;.:. Rx E" ONCRC"i P,:J - K: 1t F.-➢ " C L! T 1_IIT' J P1Ys WT [_C 1 = Tc`t I�I Cl, V= F L_ 11 1TORnS FIRE HYDRANT ASSEMBLY 870. PIAN - 8101 e e� DI!:PdRi'I,1CN'I' _ A - ti NAR :H 'LOIU OFFE ENGINEERS 0F�� 9 Serfaw 19 q�.r•�t`" Nc;y SURVEYED SCALE "M' -III ;, ,� MAY CREEK COURT SHORT PLAT �"" ""'°��°°' CITY OF REN ON,W AST WASHINGTON 98058 - Z: D.L. OFFE, P.E. R'ENTON VINEYARDS CONSTRUCTION, LLC RENTON, WASHIlVGTON 98058 D.L. OFFE, P.E. PHONE: 425-260-3412 P0f,*- 0 S�a�oG\ �� DATUM Planning/Building/Public Works Dept. WATER DETAILS &NOTES CONTACT: DARRELLOFFE, P.E. ss•• 6N rNoracRM 2530DUVALLAVENUENE LONAL 09/11/2014 N0. REVISION BY DATE APPR µWimhu rxE JAromlm2.r 09/11/2014 I tl a4W.I° afE 9El 10 °1'12 WATER CV CY) T T 0 C:) T _TEMPORARY 2' GALVANIZED PIPE AND 2' GATE VALVE FINISHED GRADE ELEVATI❑N - - � - - " "A "I 1 "* INSTALL 2' PLUG ON TOP BLIND FLANGE 3 FT MIN, COVER (10—INCH DIAMETER AND UNDER) AFTER REMOVAL OF POLYPIG 4 FT MIN, COVER (12—INCH DIAMETER AND OVER) I 4 ' J NEW WATER MAIN POLYPIG ,^ 04. a a n ad v VERTICAL CROSS FOR PGL_YPIGGING STATION: SIZE OF VERTICAL CROSS SHALL BE THE SAME AS SIZE OF MAIN LINE VERTICAL CROSS CMJ X FL) 4" END CAP MJ ONE BLIND FLANGE ON TOP OF CROSS WITH 2' TAP & 2' TEMPORARY BLOW -OFF ASSEMBLY -2r'-PERM. BLOW OFF (REMOVE BLOW -OFF ASSEMBLY AND INSTALL 2' PLUG AFTER REMOVAL OF CLEANING 'POLY -PIG') CONCRETE BLOCK ONE BLIND FLANGE ON BOTTOM OF CROSS PER CITY OF RENTON ONE PLUG (MJ) ON END OF CROSS STANDARD DETAIL #340.1 CONCRETE BLOCKING ALL DEBRIS AND P❑LYPIGS SHALL BE REMOVED FROM SUMP OF VERTICAL CROSS BEFORE DISINFECTION OF NEW WATER MAIN ALL WATER SERVICES S HALL BE 1 " SERVICE LINE PER CITY STANDARD DETAIL #320.1 ALL WATER METERS SHALL BE 3/4" IN SIZE EXISTING UTILITY L❑CATI❑NS SHOWN HEREON ARE APPROXIMATE ONLY, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATI❑N OF ALL EXISTING UNDERGROUND UTILIITES PRIOR TO COMMENCING CONSTRUCTION, NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON, THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION, CALL BEFORE YOU DIG: 811 CUT AND CAP 3—EXISTING SERVICES AT WATER MAIN, UNDER SEPARATE PERMIT, BY CITY FORCES. CALL 811 BEFORE YOU DIG! INTERSECTION FE ,.,& STA. 10+00 OFFE ENGINEERS 13932 SOUTHEAST 159TH PLACE RENTON, WASHINGTON 98058 PHONE: 425-260-3412 CONTACT: DARRELL OFFE, P.E. 1 " COPPER SERVICE (TYPICAQ/ STA. 12+95.0, 51T. / SEE NOTE BOTTOMOF HYDRANT FLANGE=451.60 1-8 x6�� TEE (MJxFL) 1—FIRE HYDRANT ASSEMBLY 1-6" GATE VALVE (FLxMJ) 1-8"x4" REDUCER (MJxMJ) 1-4" GATE VALVE (MJxMJ) 1—CONCRETE BLOCK J NOTE: ALL TRENCH RESTORATION SHALL BE PER CURRENT w CITY OF RENTON STREET OVERLAY AND TRENCH RESTORATION DETAIL UNAL 05/20/2015 1 N0. 7 201101 MOL SURVEYED: HANSEN SURVEYING DESIGNED: D.L. OFFE, P.E. DRAWN: D.L. OFFE, P.E. CHECKED: BY DATE I APPR APPROVED: SCALE ONE INCH AT FULL SCALE IF NOT OPE INCH SCALE ACCORDNI VERWA_ NAVD 1988 HORIZONTAL- W I W/, ilil, DATUM 4% "R CITY OE RENTON Planning/Building/Public Works Dept. �,, � t '!` '° L./// °� ✓� .gee.^/ GRAPHIC SCALE 0 15 30 60 1 inch = 30 feet W-3 75103 AS -BUILT 05/20/2015 MAY CREEK COURT SHORT PLAT VINEYARDS CONSTRUCTION, LLC WATER PLAN & PROFILE 2530 DUVALL AVENUE NE 05/20/2015 FIElDOWK: PACE: DRAWING NO: SHM' 9 OR R12 � uJ > z Z C 7 z m z m m Cn 0 D D T n 0 0 0 z m I M z z m MINIMUM (Ty P �i o � RY U�_ 36: B 450 ,.cam-� �3 � .. ........... ...,..... .. .. .. ..... .. ...... .. , ... . ...... .. , .. .. ........ .... ......... ...... g.. D M 450 . ,.. .. �1.�... _ ,. . .............. r 1 q.7LF 00 z o� +v o r �w 440 .w : 1 440 �z W : �` z F ., 430 . . UJ . . a 420 . . . . w .:........ . . 420 10+00 [ 1 1+00 12+00 l 13+00 14+00 UNAL 05/20/2015 1 N0. 7 201101 MOL SURVEYED: HANSEN SURVEYING DESIGNED: D.L. OFFE, P.E. DRAWN: D.L. OFFE, P.E. CHECKED: BY DATE I APPR APPROVED: SCALE ONE INCH AT FULL SCALE IF NOT OPE INCH SCALE ACCORDNI VERWA_ NAVD 1988 HORIZONTAL- W I W/, ilil, DATUM 4% "R CITY OE RENTON Planning/Building/Public Works Dept. �,, � t '!` '° L./// °� ✓� .gee.^/ GRAPHIC SCALE 0 15 30 60 1 inch = 30 feet W-3 75103 AS -BUILT 05/20/2015 MAY CREEK COURT SHORT PLAT VINEYARDS CONSTRUCTION, LLC WATER PLAN & PROFILE 2530 DUVALL AVENUE NE 05/20/2015 FIElDOWK: PACE: DRAWING NO: SHM' 9 OR R12 � uJ > z Z C 7 z m z m m Cn 0 D D T n 0 0 0 z m I M z z m D C7 O 0 n o m J � ,C o � J CD z o m� r D C7 O 0 n o m J � ,C