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Home My WebLink AboutS-3161023 150.00' VC PORTION OF THE S.W. 1/49 OF SEC. 3, TWIN 23 N., RGE 5 E., W.M. w kn HIGH POINT ELEV = 428.60 M j HIGH POINT STA = 4 +19.47 CITY OF RENTON, WAS H I N G TO N n PVI STA = 3 +75 T - - - - N0 PVI ELEV_= 430.00 - - - -�- - -- - - -- I .. � - - - - -- _ • STA. 4+1! - - -A D - 11.55. 100.00' VC I --- - - - --- � - - - -- - - -- - -- - -- -- - -- - -- _- _ _ cn �+ HIGH POINT K 12.99 LOW POINT ELEV = 418.74 f 100 0�� VC w > w � AIR -VAC ASSEMBLY LOW POINT STA = 2 +05.16 J g ° PM STA = 2 +50 PVI STA I= 0 +75 430 f - -- - - -- - -.. - - \- M a P VI V ELE = 418.51 -- - - - - -- - - -PM EtEW[-- 41+3,38 - -- - - -- -- - -- 430 A.D. 9.70 i A.D. # 2.50 n Q - - - 9 vi > K 10.31 K 40.00 0 U) CL �= - .3 % g N � m EXISTING GROUND CA R/W + ^� 0 In + UJI - i- __ -__ -_. _- ._._._ - -. _.______ _... _... -- - - ..- - _ _ _�__ 1 CID PROPOSED GRADE CA R W !/! j - / / - - ID w (n - -- - -- - -- - -- - m { > � w STA: 38. 10' RT. CLEARANCE - -� INSTA • _ - - -- -- I L 420 - _ _ _- . _ _ __ - -tt-�, - 420 w 1-8" UG MJ FIRE HYDRANT N 9 - �- -0 5 -- -i r CLEARANCE H W THRUST BL r - - -- -; j I MAINTAIN; 36" MIN. COVER' x Q 4" MAX. DMEC110N _ . - _ -- m -- - -- - -- - - - - PER JOINT,. TYP. - - - - -L INSTALL• j STA: 33.76.0' RT. r 289LF PVC • - 1 -12 x A NEE (E STA 4+4 10' RT. 2.04 ! 1- 8•TAPPIWG GATE VALVE (M �T w/ CONC. THRUST BLOCKING RIM =4 .12 i 1 -8 •x S• TEE (MJxMJxFL)': 3 INV =41 .00 8" PVC ( -- 410 - - - - - -- - - - - -- -- - GA VALVE (MJxFl. -- -- 2 j! Lx SFUe 410 a.FB•P Rlt - n doe 1 -F.H. SSMH{�1 x VC O .30X s F � W/ CONC. THRUST BLOCKING I J •= a 4 RIM-419.72 1l1F� z INV =411.10 8" PVC (IN) M% w v INV =411.00 8" PVC (OUT) DATUM ATZV ■ 405.00 0 I-. o (tog r toe tron � 0r0 r6 Cda•d 0w! to r< ci N N M N o+ f N N O TIaM � 9rnr p N t 4 d n N r P v +� 5 +00 4 +00 3 +00 2 +00 1 +00 0 +00 19 .E. 18TH CIRCLE PROFILE wATER NOTES AND SPEOMAIms "m REVISION. HYDRANTS SHALL BE INSTALLED PER atY OF RENTON STANDARD DETAIL FOR FIRE HYDRANTS LATEST 1. THESE NOTES SHALL APPEAR FOR PROJECTS FOR THE WATER UTILITY. 1S. ALL WATfRMAINS 10 INCHES AND SMALLER TO MAINTAIN A MINIMUM COVER OF 36 INCHES BELOW FLASH GRADE 18" TO 20' BEHIND BACK OF CURB HORIZ. SCALE:1• =20' ALL WA70MAN 12 INCHES AND LARGER SHALL BE AT A MINIMUM OF 48 INCHES BELOW FINISH GRADE WHERE UTILITY 2. ALL WORK MATERIAL SHALL BE N CONFORMANCE KITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF CONFLICTS OCCUR WATERMANS ARE TO BE LOWERED TO BEAR. op OR T I BEHIND BACK OF SIDEWALK VERT SCALE: 1 " =5" RENTON PLANNING/ BUILDING /PUBLIC WORKS DEPARTMENT AND THE 1996 EDITION OF THE WSDOT/APWA $ k FIRE HYDRANT SHALL BE COREY-TYPE EQUAL TO IOWA F -5110 THAT IS ADJACENT TO CURB STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON R 0R COMPRESSION TYPE SUCH AS GLOW MEDALLION; M IC H JOINT 16, ALL WA7FRMARIS 6 INCHES AND LARGER N DIAMETER SHALL BE CLEANED WITH PIPE CLEANING 'PIGS" PRIOR TO AND MUELLER SUPER CENTURION 200 WITH 6" MECHANICAL JOINT STANDARD PLANS do SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DISIFIFEC710P1. THE "MY PIGS" SHALL BE GIRARD INDUSTRIES ACUA SHAD -AS OR APPROVED EQUAL 2 LB /CU. FT. w IPRET WITH LUGS. TWO -PIECE CAST FROM VALVE MX WITH LUG TYPE COVER. DURING CONSTRUCTION. 5-1/4" MAIN VALVE OPENING. TWO 2 -1 NOSE COMIEC110N3 EQUAL TO OLYMPIC FOUNDRY CO. STANDARD 8- TOP SECTION WITH DENSITY FOAM WITH IG• 90A DUROMETER URETHANE RUBBER COATING ON THE REAR OF 'P ONLY. NATIONAL STANDARD THREADS. 4' CONNECTION CITY OF REGULAR BASE SECTION LENGTH TO FIT. VALVE NUT EXTENSION 3. THE HOURS OF WORK IN THE STREET R04T OF WAY SHALL 8E LIMITED TO 8:30 AM TO 3:30 PM ON SEATTLE THREADS WITH A STORTZ ADAPTOR. 4" SEATTLE THREAD • AS REQUIRED (SEE DWG OR46 / PAGE 8090). 17. 'PIGS' SHALL BE CYLINDER SHAPED WITH BULLET NOSE OR SQUARE END. THE CONTRACTOR WILL PERFORM THE # MAX 4" WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITHING BY THE PUBLIC WORKS DEPARTMENT AT (428) 430 -7301. X 5" STORTZ, ATTACHED WITH 1/6" STAINLESS STEEL CABLE. CLEANING OPERATION. 1 -1/4° PENTAGON OPERATING NUT. FIRE HYDRANT TO BE MIN 2 "� RAISED PAVEMENT MARKER TYPE 88 A8 THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS N ADVANCE OF ANY WORK PAINTED WITH TWO COATS OF PANT. PRESERVATIVE STIMSONITE TWO -WAY BLUE. IN THE RIGHT OF WAY. PANT No. 43-555 SAFETY YELLOW OR APPROVED EQUAL. 1B ALL WATER PRESSURE, AND SERVICES SHALL BE PRESSURE TESTED 10 A MINIMUM OF 200 PSI OR 150 PSI OVER PUMPER CONNECTION TO FACE ROADWAY ASSEMBLY. 4. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND 11 SHALL BE THE CONTRACTOR'S OPERATING PRESSURE• N ACCORDANCE WITH THE SPECFICATONS OF THE CITY OF RENTON AND THE WA96NGTON FIRE HYDRANT EXTENSION TO BE USED IF REQUIRED. RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. FOR STATE HEALTH DEPARTMENT. ALL PRESSURE TESTING SHALL BE DONE N THE PRESENCE OF A REPRESENTATIVE OF 42" MIN CONCRETE BLOCKING THE CITY OF RENTON. THE QUANTITY O• WATER LOST FROM THE MAN SHALL NOT EXCEED THE NUMBER OF GALLONS BURY UTILITY LOCATES CALL 48-HOUR LOCATORS 600- 424 -5555. PER HOUR AS LISTED IN CITY OF RENTON STANDARD PLANS A SPECIFICATIONS 7- 11.3(11). THE LOSS IN PRESSURE CONCRETE BLOCKING 5. AN APPROVED TRAFFIC CONTROL PLAN IS REQUIRED TO BE SUBMITTED AT THE PRE- CONS7RUCTKIN MEEING. SHALL NOT EXCEED 5 PSI DURING THE 2 HOUR TEST PERIOD. 6. ALL WATERMAIN PIPE IS TO BE CEMENT LINED DUCTILE IRON PIPE CONFORMING TO AWWA 0110 AND CI11 OR it ALL WAT MANS AND SERVICES SHALL BE DISINFECTED BY THE INJECTION OF A 50 PPM (MIMI CONCENTRATION) O LATEST REVISION, THICKNESS MASS 52. CEMENT MORTAR LINING AND SEAL COATING SHALL CONFORM TO AWWA CHLOI INE/WATER SOLUTION. DRY CALCIUM WMOCHLOMTE SHAD NOT BE PLACED N THE PIPE AS LAID. CHLORINE N ' C104 OR LATEST REVISION. PIPE JOINTS TO BE PUSH -ON OR MECHANICAL JOINT. BEDDING TO BE CLASS G SHALL BE METERED/MJECTED N ACCORDANCE WITH SECTION 7- 11.3(12)E OR 7- 11.3(12)F OF THE STANDARD II g CAST IRON TEE. WITH 6" FLANGE SIDE OUTLET. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE POLYETHYLENE WRAPPED PER ANSI/AWWA C103/A21.5 -93 SPECIFICATIONS REFERENCED ABOVE. 6" GATE VALVE (FL X MJ) AWWA C -509, RESILIENT SEAT STANDARDS. 20. A PINE- CON5IRIUC110N CONFERENCE IS REQUIRED PRIOR TO ANY CONSTRUCTION. A MINIMUM OF FIVE (S) WORKING 8' DUCTILE IRON PIPE. CAASS 52 CEMENT LINED, LENGTH TO FIT TWO 3/4- 7. CAST IRON AND DUCTILE IRON FITTINGS SHALL BE CEMENT LINED, PRESSIINE RATED AS NOTED ON PLANS. AND DAYS MOM IS REQUIRED FOR SCHEDULING, STEEL TIE ROOS. SEE STD DETAIL FOR TIE RODS. IN ACCORDANCE WITH ANSI/AWWA C110/A21.10 -87. CEMENT LINING SHALL BE N ACCORDANCE WITH ANSI /ANNA 16" x B" x 4" MNINUM C104/421/4 -90. IF FITTINGS ARE 3 TO 12 INCHES IN DIAMETER AND HAVE MECHANICAL JOINTS. THE FITTINGS 21. TWENTY• -FOUR (24) HOURS NOTICE WILL BE REQUIRED PRIOR TO STARING NEW CONSTRUCTION. UNDER HYDRANT 1/3 CU. YD. WASHED DRAIN ROCK (3" TO 3/8 -) INCH TO 12CINCH DIAMETER FITTINGS, WHICH HAVE C110-AZ11.111187 OR MECHANICAL JOINTS AND //OR ANSI/AWWA JOINTS. SHALL BEBE IN 22. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING ' E HYDRANT ACCORDANCE WITH ANSI /AWWA C110/A21.10.87 OR A COMBINATION OF AN51/AWWA C110/A21.10.87 AND CONSTRUCTION. ANSI /AWWA C153/A21.53 -94 SUCH THAT THE PORTION OF THE FITTING WITH A MECHANICAL JOINT(S) MAY BE 23, INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES AND METERS SHALL NOT BE DONE UNTIL ALL SERVICE ASSEMBLY WITH ANSI/AWWA C153/A21.53-94 AND THAT PORTION OF THE FITTING WITH FLANGED JOINT(S) SHALL BE N AGREEMENTS. MEIER APPLICATIONS, CONSTRUCTION PE- MAMS.. AND PAYMENT OF FEES HAVE BEEN MADE TO THE CITY OF i 13 T4 ACCORDANCE WITH AWWA C110/A21.10 -87. ACCEPTANCE TESTING IN ACCORDANCE WITH SECTION 53.53 OF �� o v v1 ANSI/AWWA SECTION 10 -4.3 OF ANS /AWWA C11O/A21.10 -87 SHALL BE OBTAINED BY THE CONTRACTOR AND TRANSMITTED TO THE OWNER. 24. ALL CONNECTION 10 EXISTING MANS IS TO BE ACCOMPUSHED BY THE CWT/ OF RENTON, EXCEPT WET TAPS, WHICH 1Z "x 22" CONCRETE METER N UNIMPROVED RIGHT OF WAY 8. GATE VALES SHALL BE IRON BODY. BRONZED - MOUNTED. DOUBLE DISC MIN BRONZE WEDOING DEVICE AND MAY BE MADE BY APPROVED WET TM CONTRACTORS BETH PROR APPROVAL FROM THE PUBLIC WORKS DEPARTMENT. O-RING STUFFING BOX (AWWA C500) OR OF RESRIENT SEATED TYPE (ANNA C509). VALVES SHALL BE DESIOIIED ALL NECESSARY [XCAVATKON MIND MATERIALS ARE TO BE SUPPLIED BY THE CONTRACTOR AND BE ON -SITE PRIOR TO BOX WITH 3/16- STEEL DIAMOND PLATE INSTALL METER BOX AT CITY !NOTIFICATIONS, FOR A MINIMUM WATER OPERATING PRESSURE OF 200 PSI. GATE VALVES SHALL BE GLOW UST 14, MUF11iR COVER EQUAL TO FOG 117E METER PROPERTY LINE. COMPANY NO. A2380 OR M R H. 256 WSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON. IT SHALL BE THE SEAL CO. B -10 METER BOX. CONTRACTOR'S RESPONSIBILITY TO NOTIFY DEVELOPMENT SERVICES TWENTY FOUR (24) HOURS N ADVANCE OF 6" MN 9. FIRE HYDRANTS SHALL BE COREY TYPE (OPENING WITH THE PRESSURE) OR COMPRESSION TYPE (OPENING BACKFILLNG ALL CONSTRUCTION. THE CONTRACTOR. AS WELL AS THE ENGINEERS, SHALL KEEP AS -BUILT DRAWINGS FIADE 9" MAX SIDEWALK AGAINST PRESSURE) CONFORMING TO AWWA C- 502 -85 WITH A 6 INCH MECHANICAL JOINT INLET AND A MAIN VALVE OPENING (M.V.OJ OF 5-1/4 INCH. TWO 2 -1/2 INCH HOSE NOZZLES MTH NATIONAL STANDARD THREADS 26. CONTRACTOR TO PROVIDE PLUGS AND TEMPORARY BLOW -OFF ASSEMBLIES FOR TESTING AND PURITY ACCEPTANCE a .. ,�,,:.•.[^��`•,;w:. •.!i:.ti!t_r',4'Ny { ?�'ir ��.�; +•`•� 7 -1/2 THREADS PER INCH AND ONE 4 NCH PUMPER NOZZLE WITH THE NEW SEATTLE PATTERN 6 THREADS PER PRIOR TO FINAL TIE-N. INCH, BO DEGREE S V. THREADS: OUTSIDE DIETER OF MICE THREAD 4.875 AND ROOT DIAMETER 4.6263. TOUCFITEAD HYDRANTS SHALL HAVE A 1 -1/4 NCH PENTAGON OPERATING NUT OPENED BY TURMNO COUNTER CLOCKWISE 27. ALL JOINT RESTRAINT SYSTEMS (SHACKLE RODS, NUTS. BOLTS, ETC.) SHALL BE AS MANUFACTURED BY TTE STAR _ 21" MIN COVER WATER METER TO BE --� 12" MN (LEFT). MANUFACTURING COMPANY OF COLUMBUS OHIO, OR EQUAL, APPROVED M WRITING BY THE PUBLIC WORKKS DEPARTMENT. 36" MIN COYER SUPPLIED BY THE CITY 36" MIN 10. THE TWO 2 -1/2 INCH HOSE NOZZLES SHALL BE FITTED WITH CAST NON THREADED CAPS WI11H QERA17m 28, ASPHALT AND CONCRETE STREET PAVING SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO (2) INCHES. OIL MAT TYPE "K" SOFT CO R NUT OF THE SAME DESIGN AND PROPORTIONS AS THE HYDRANT STEM NUT. CAPS SHALL BE FITTED MTH STREETS MAY BE SPADE CUT. ALL SURFACE CONCRETE. PAVEMENT. SIDEWALKS, CURB, GUTTERS. AND DRIVEWAY COPPER TUBING SUITABLE NEOPRENE GASKETS FOR POSITIVE WATER TIGHTNESS UNDER TEST PRESSURES. APPROACHES SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO (2) INCHES OR NEMOVED TO AN EXISTING EXPANSION 2-1/2' JOINT. THE 4 INCH PUMPER NOZZLE SHALL BE FITTED WITH A STORZ ADAPI, 4 INCH SEATTLE THREAD X S INCH STORZ. STORZ ADAPTER SHALL BE FORGED AND/OR EXTRUDED 6031 -T6 ALUMINUM ALLOY, HARDCOAT ANODIZED. 2!. A TEMPORARY COLD MIX ASPHALT PATCH SHALL. BE PLACED ON THE DAY OF INITIAL EXCAVATION MIN A FORD COPPERSETTER THREADED END PORTION SHALL HAVE NO LUGS AND TWO SET SCREWS 180 DEGREES MART. STORZ FACE TO BE PERMANENT, SEALED PATCH TO BE PLACED, TO CITY OF RENTON POLICY, WITHIN 10 DAYS. CALL FOR SUBGRADE VH 72- 15W -44 -336 (FOR S " x 3/4" METER) METAL, NO GASKET TO WEATHER. STORZ CM TO HAVE SYNTHETIC MOLDED RUBBER GASKET. AND SHALL BE IN SPECTION PRIOR TO PLACEMENT O' FINAL PATCH. NEW DUCTILE IRON LOOP DOWN TO CENTERLINE ( f WATERMAN OF WATER MAIN TO PROVIDE BO 72 -NSW- 44-446 FOR 1 METER 3 4" OR 1" ATTACHED TO HYDRANT ADAPTER WITH 1/8 INCH, COATED, STAINLESS STEEL AIRCRAFT CABLE. e�xr a,"D AS m COIL 80TH INLET AND OUTLET WITH PACK JOINT WITH (,'RIPPER. / 3A FOR CITY �.....�CTS .,,..... "E�T*Y �..,,JIT, THE PVC PIPE USED SHALL BE ALL CHEMICAL PROCESS LIES SLACK IN COPPER SERVICE GALVANIZED ( LINE TO METER. PADLOCK WINGS ON KEY VALVE SINGLE CHECK VALVE PLUG 12. FIRE HYDRANTS SHALL BE PAINTED WITH TWO COATS OF PAINT. PRESERVATIVE PLANT NUMBER 43-888 SHALL BE SCHEDULE 80 PVC PIPE. SCHEDULE 40 IN UNIMPROVED AREAS AND SCHEDULE 80 PVC PIPE UNDER ON OUTLET SAFETY YELLOW OR APPROVED EQUAL IMPROVED AREAS. 0 CORPORATION STOP. FORD TA°ERED ALL PACK -JOINT FITTINGS SHALL BE WITH GRIPPER. 13. PUMPER CONNECTION TO FACE ROADWAY ASSEMBLY. THREAD (CC). PACK JOINT t3/4- F1000) CHECKED FOR COMPLIANCE RECOMMENDED (I F1000) IF SERVICE LINE TO HOUSE IS TO BE !S 3161025 TO CITY STANDARDS FOR APPROVAL INSTALLED IN THE FUTURE INSTALL FORD C14 -33 OR 44 DRILL 1 3'4' DNA. $i1UPe ;�i6►ON1� DATE 100- BY 22 -1/2' FIDT x COMPRESSION COUPLING ROLE FOR 0g RLyy�O DATE BY TOUCHREAD DEVICE FOR SERVICE FROM EXISTING STEEL NOTE: °' Call NOTE: DATE 8Y EXISTING CAST IRON ASBESTOS CEMENT OR PVC WATER MAINS THE CENTER TME HOLE MUST 2 ARE MIN' FROM Y EtOSTING UTILITY LOCATIONS sHOWIN HEREON ARE APPRO1MATE ONLY. BAXTER MEADOWS OR DUCTILE IRON INSTALL DOUBLE STRAP SERVICE CLAMP AT LEAST 1' FROM UNDERNEATH NEAREST AND befpr• WATERMAIN EQUAL TO MUELLER CO. R18S UNLESS TME SPACKG FRONT EDGE �I' ' IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE 9 wrip- s' -tlNfl .w!'JRIi* -.Ov 7 9 c ALLOWS THE NUT TO TIGHTEN PIT LID � 3 1 DY AGAINST THE OPEN 510E OF MORE IONyAL $� • 9• EXACT VERTICAL PRIOR HORIZONTAL LOCATION ALL EXISTING UNDER- AGAINST ONE RIO. 1 -800- 424 -5555 U�"'� MADE ' COMMENCING EXISTING CONSTRUCTION. S S WATER & SANITARY SEWER PROFILE 3/4" & V WATER SERVICES E7KPOR® 11/30/04 REPRESENTATION IS MADE THAT ALL EOOSTING UTILITIES ARE 5ILITIE UNDEP.(�f„","n'O �'R:!w (Uc�) HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES AVOID CUTTING UNDERGROUND I NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. UTUTY LINES, IT'S COSTLY CALL BEFORE YOU DEC: 1 -SOD- 424 -5556. FAN SCANNED OCT 0 8 20O$A C h : '`/ - 3 /6/0 .� ( -3i f to K� C' ly % i v ME- 3/11/03 mmrw - 75- 141 -WA Ck(II