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HomeMy WebLinkAboutS-404813O E Q a) 0 0 1 rn ro co i / n co i CD CD CD co / U N > 0 0 Q ca < Lq WATER PLAN GENERAL NOTES Standard Plan No. 300 1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WFTH THE LATEST EDITION OF THE CITY OF RENTON PUBLIC WORKS STANUARD SPECIFICATIONS AND SPECIAL PROVISIONS AND WSOOT / APWA STAN130D 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 H ELD 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 LTTILITIE5 5HALL REMAIN IN SERVICE DURING CONSTRUCTION UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL CALL 1-900-424-5555 TO VERIFY UTILITY LOCATIONS BEFORE BEGINNING EXCAVATION. 3, ALL MATERIALS USED FOR THE CONSTRUCTION OF WATER SYSTEM IM PROVEMENT'S SHALL BE NEW AND UNDAMAGED, AND "CATALOG CUTS" FOR ALL MATERIALS SHALL BE APPROVED IN WRITING BY THE CITY OF RENTON PRIOR TO BRINGING ANY MATERIALS ON-51TE. 4. ALL WATER MAIN PIPE MATERIALS SHALL BE CEMENT LINED DUCTILE IRON PIPE, THICKNESS CLASS 52 PERAWWAC 152AND C 104. PIPE J01NTS 5HALL BE PU5H-ON OR M ECHANICAL JOINT. CAST IRON OR [DUCTILE IRON PIPE FITTINGS SHALL BE CLASS 250 AS PER ANSI/AWWA 1211.0/A21.10-82. AL DUIUILE 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 F1i1115HED GRADE SHALL BE 35 INCHES FOR PIPE DIAMETER OF 10-INCH OR LESS AND 48 1NCHES FOR PIPE DIAMETER OF 12-INCH AND LARGER. MAXIMUM COVER FOR ALL WATER MAINS SHALL BE 60 INCHES. ANY DEVIATIONS M UST 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 CLEAIR 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 9S 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 MI)D_ 6, CONCRETE BLOCKING FOR WATER MAINS SHALL BE DESIGNED} INSTALLED AND POURED IN PLACE IN ACCORDANCE WITH CITY OF RENTON STANDARD DETAILS AND SPECI FI CATI ON 5 AND SHALL BE INSTALLED AT ALL VE RTICA L AND HORIZONTAL BENDS, FITTINGS AND BASE OF HYDRANTS. MEGA -LUGS (OR SIMILAR PRODUCT) MAY BE REQUIRED ON ALL MECHANICAL JOINTS IN ADDFIION 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 AJVD 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 PASSES} BOTH PRESSUREAND PURITYTESTING. $. 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 SAT15FACTORY 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 PR10R TO MALTING CON NECTIONS TO THE EXISTING WATER SYSTEM. THE CONTRACTOR SHALL EXPOSE THE EXIST] NG WATER MAIN AND FITTINGS AT THE CONNECTION POINT BEFORE ORDERING THE NECESSARY 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. PUBLIC DEPARTMENTMINT WATER PLAN GENERAL NOTES STI}. PLAN — 300.0 MARCH 2O10 FINISHED GRADE ELEVATION 3 FT MIN. COVLR (1p-iNG1H DIAMETER AND UNDER) 4 FT MIN, COVER (12-INCH DIAMETER AND OVER) NEW WATER MAIN POLYPIG > VERTICAL CROSS FOR POLYPIOGING STATION: TEMPORARY 2" GALVANIZED PIPE. AN D 2" GATE VALVE INSTALL 2" PLUG ON TOP SUND FLANGE AFTER REMOVAL OF POLYPIG SIZE OF VERT[rAL CROSS SHALL BE THE SAME AS SIDE OF MF]N LINE VERTICAL CROSS (W K FL) ONE BLIND FIANCE ON TOP OF CROSS WFFH 2" TAP & 2" TEMPORARY BLOW -OFF ASSEMBLY (REMOVE $LOW -OFF ASSEMBLY AND INSTAL_ 2" PLUG AFTER REMOVAL, OF CLEANING -POLY-PIG") ONE BLIND FLMGE ON BOTTOM OF CROSS ONE PLUG (MJ) ON END OF CROSS CONCRETE BLOCKING ALL DEBRIS AND PQLYPIGS SHALL BE REMOVED FROM SUMP OF VERTICAL 183i05S BEFORE DISINFECTION OF NEW WATER MAIN t /� ; PU131.,IC WORKS POLY PIG STATION FOR CLEANING OF STD. PLAN -, 300.6 1 DEPARTMENT' WATER MAINS a: �110 MARCI-I 2010 ASBUILT WATER NOTES + DETAILS OF FOREST TERRACE PLAT A PORTION OF SECTION 04, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON Inn HYDRANT SHALL BE COREY-TYPE EQUAL TO IOWA F-5110 OR COMPRESSION TYPE SUCH AS CLOW MECALiAON, M & H S29, MUELLER SUPER CENTURION 200. AND 'WATEROUS PACER WITH 6" MECHANICAL JOINT INLET WITH LUGS. 5-1/4" MAIM VALVE OPENING, TWq 2-1/2" HOSE CONNECTIONS NATSONAL STANDARD THREADS- 4" PQMPE:R CONNECTION CITY OF SEATTLE THREADS WITH A STORZ ADAPTOR, 1.875" 5EA7TLE THREAD X 5" STORZ, ATTACHED W17H 1/8" STAINLESS STEEL CABLE. 1-1/4" PENTAGQN OPERATING NUT FIRE HYDRANT T4 BE PAINTED WITH TWO COATS OF PAINT. KELLY-MOORE/PRESERVATIVE PAINT No- 5780-5153 07M ACRYLIC GLOSS, SAFETY YELLOW OR APPROVED EQUAL, PUMPER CONNECTION TO FACE ROADWAY OR AS 01RECTED BY RENTON FIRE DEPARTMENT, FIRE HYDRANT EXTENSION TO BE USED IF REOdJIRED. —MIN. 18" 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'xV' THICK CONCRETE PAD AROUND HYDRANT. FINISH 70 MATCH SIDEWALK, EXPANS10N JOINT AT 2" BACK OF SIDEWALK CONCRETE SIDEWALK OR PLANTING STRIP -, 1 36" MIN I COVER CONCRETE -� THRUST BLOCK G" x 0" x 4" MiNINUM CONCRETE BEARING��:LOO< �LOQK UNDER HYDRANT TWO-PfECE CAST IRON VALVE BOX WITH LUG TYPE COMER. EQUAL TO OLYMPIC FOUNDRY CO - STANDARD 8" TOP SEC7ION WITH REGULAR BASE SECTION LENGTH TO FIT. VALVE NUT EXTENSION AS REQUIRED. RAISED PAVEMENT MARKER TYPE 88-A STIMSONITE TWO-WAY BLUE REFLECTiVu CONCRETE BLOCKING �f 1 MAIN LINE TEE. ATH 5- FLANGE SIDE OUTLET. 6.. GATE VALVE (FL X k1J) A1N4YA C-549, RESILIENT SEAT 6" DUCTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO FIT 2-3/4" CDR -TEN STEEL TIE RODS. 1/2 YARD 4F 1-1/4" WASHED DRAIN SOCK 1' ABOVE BOOT FLANGE. PLACE 8 MIL POLYETHYLENE FILM AROUND TOP AND SIDES OF GRAVEL. FIRE HYDRANT ASSEMBLY LEVEL ALL GROUND MIN 3' RADIUS 4+, 5" CONCRETE PAD ONE MAN fMCK - 1 LEVEL ALL GROUND MIN 3' RADIUS ,r lb" CONCRETI! Pali O U T FI LL HYDRANT LOCATION IN CUT OR FILL 1 I, STD. PLAN — 310.1 PUBLIC WORDS FIRE HYDRANT ASSEMBLY DEPAI?TMENT .,. MARCH 2O10 13%24" PLASTIC METED BOX EQUAL TO MID -STATES PLASTIC, INC. BCF SERIES MSBCF 1324-18 WITH 1.75_ THICK DUCTILE IRON OIAMONID PLATE COVER EQUAL TO MID -STATES PLASTICS, INC. MSCBC-1324--R WITH READER LID AND 2" DRILLED HOLE FOR TOUCHREAD PIT LID (SEE DETAIL A -A) 9" MIN 1Z" MAX FlN1511 GRADE - x W 35- MIN COVER M 5 u hf PRIVATE PIpg1G p�INC z IN UNNFROVED RIGHT OF WAY INSTALL METER BOX AT La J PROPERTY L:NE WITH 12" LONG COPPER TAILPIECE. a w j SIoEwALI{ a TOUCHREAD WATER METER TO HE �- 12" SUPPLIED BY THE a a` CITY 7YPE "K" SOFT o & COPPER TUBING NF.W DUCTILE IRON WATRLMAIN IF SERVICE LINE TO HOUSE IS 3/4" OR 1" TO 6E INSTALLED IN THE FUTURE GALVANIZED IN51-ALL F01R0 CT4-33 OR 44 FlPr PLUG x COMPRESSION COUPLING LOOP DOWN TO CENTERLINE OF WATER MAIN TO PROVIUE SLACk IN COPPER R 9"x3 4" METER: FORL 5ERVICE LINE TO METER. VBH72-15W-44- 1-215WCCIQ33, OR MUELLM, . 4- - I H AENGL E ON INLET AND VALVE ON OUTLET CORPORATION STOP WITH BALL VALVE. FORA COPPEIRSETTER FOR 1" METER: F(YRp VBH72-1$W-44-44G, OR TAPERED THREAD (CC). QUICK JDINT McDONAL11 BRASS: 2T-4T5WCOQ44. OR MUELLER: 1-B-2470-2 BOTH INLET AND OUTLET W1111 QUICK JOINT. PADLOCK DOINGS ON (1" TRICQO-4--Q) OR AY MCDON4L0 47019 INLET ANGLE BALL VALUE AND SINGLE CHECK VALVE ON OUTLET, ALL FITTINGS SHALL BE WITH QUICK JOINT. NOTE: ALL IAETER BOXES INSTALLED WITHIN CONCRETE OR PAVED DRIVEWAYS SHALL BE CAST-IRON EQUAL TO OLYMPIC FULINDARY. EXPANSION JOINTS MUSH BE INSTALLED ON B13TH SIDES Cr M177-R ROB{. DRILL 2" DIA, HOLE FOR AMR (AUTOMATIC METER READ) TOUCHREAD DEVICE L _ 2-1/2" MIN, FROM NEAREST AND MONT EDGE OF PIT LiD TYPICAL RIB NOTE: THE CENTER OF THE HOLE MUST BE AT LEAST 1" FROM UNLIERNEATH RI85 U14LESS THE WE SPACING ALLC S THE NUT TO TIGHTEN AGAINST THE OPEN SIDE OF MORF THAN ONE RIB. 1 ly PUBLIC WORDS 1" WATER SERVICE STD. PLAN + DEPARTMENT NOVEMBEIR 2009 MARKER 10' JOINT UE 53' R W w VARIES VARIES PAD EL of J SEE SEE PER PLAN PLAN PLAN CO (TYP) 3' MIN 10' MIN SEPARATION IE=PER PLAN --j LENGTH & SLOPE PER PLAN. 2% SLOPE MIN. & 100% MAX WATERMAIN SEWERMAIN T 1.5' MIN 1.5' MIN 6" SIDE SEWER SERVICE STUB SD PER J `� TEE CONNECTION PLAN IE 8" @ MAIN PER PLAN STANDARD DEPTH SEWER MAIN SANITARY SEWER STUB CROSSING DETAIL NOT TO SCALE BENCHMARK FOUND PUNCHMARK IN 1 y4" BRASS FOUND PUNCHMARK IN Y8" BRASS PIN DATUM DISK IN CONCRETE MONUMENT IN CASE IN CONCRETE MONUMENT IN CASE 0.4' BELOW GRADE (7/20/2017) 1.4' BELOW GRADE (7/20/2017) HORIZONTAL DATUM: VERTICAL DATUM: OBSERVED (NAD 83/11) OBSERVED (NAD 83/11) NAD '83/'11 NAVD '88 N:191092.94, E:1311476.14 N:191241.77, E:1311481.30 1 RECORD DRAWINGS AS BUILT REVISION TJS 1/12/22 BJT SURVEYED: DESIGNED: TJs DRAWN: TJs CHECKED: BJT BY DATE APPR APPROVED: BJT SCALE: 10' JOINT UE 1' TYP PAD EL PER PLAN 4' 13' MIN N/A ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY IE=PER PLAN VERnCAL: NAVD lase HORIZONTAL: NAD 19a3/1991 DATU M WATER MAIN IP ADDITIONAL ADJUSTMENT IS REQUIRED, INSTALL 2-2" CLOSE NIPPLE AND 2-2" 90' BEND, SCREWED AT THIS POINT. FIELD LOCATE PLASTIC ME -MR BOA{ IN 2'" CLOSE NIPPLE PLANTER OR CAST IRON BOX IN PAVED OR CONCRETE AREAS: 2" CLOSE NIPPLE 2" 90' ELBOW 2" 90' ELE30W ;., 2" GALVANIZED PIPE AS REOUI1REO ::ONCRETE BLOCKING PLAN VALVE NUT EXTENSION AS REQUIRED TWO PIECE CAST IRON VALVE (SEE DWG 81245 f PAGE 609{}) EQUAL TO DLYMPIC FOUNDRY CO. GR.411111 LINE CONCRETE 51DEWAL11 STANDARD 8" TOP SECTION, 6" MAX. WITH REGULAR EASE SECTION LENGTH TO FIT. 2" RESILIENT SEATED GATE VALVE. SCREWED 2" GALVANIZED PIPE 12" LONG 2" CLOSE NIPPLE BETWEEN CAP OR PLUG AND 2" 90' EL13W �. ._, CIO INSTAL 4 MIL POLYETHYLENE �D�ba'a lg" MAC{ 4_ 0"0 •n° ° o .a PLASTIC COVER OVER WASHED oQpor10O D,) 0 �$a°- GRAVEL. CUT HOLE MR PIPE ° °o 4 pDa�4� 10 CU. FT, WASHED GRAVEL PASSING 1-1/2" AND RETAINED ON 1/4" MF-SH FOR DRAIN ELEVATION 2 1/2" NST (THOSE) AND 2 1/2" FN5T CAP WITH GASKET 2"x2%2" TEE AND 2" CAP 2" CLOSE NIPPLE BEWWEEN TEE AND 90' ELBOW, 2" 90' ELBOW tip} O 34a.1 PUE3I,iC WORDS 2" BLGW-OFF STD. PLAN + �t DEPART14ENT" PERMANENT ASSEMBLY MARC! [ �010 CITY OF RENTON Planning/Building/Public Works Dept. J. TAB / I � l4t�� oZ Z y 423 p �� F0, STE�`� NA L 2/ 7/21 V G V .� O (0 Lu QM N C a000N �dlN Q 110 i tn � Lo 3L C Lo a-+' N N /c�a W rO, V � r a� Y S-404813 W-404811 IN COMPLIANCE WITH CITY OF RGnirnni eTnninnrzne ASBUILT WATER NOTES + DETAILS FOREST TERRACE PLAT PULTE GROUP, INC 3535 FACTORIA BLVD S.E., #600 BELLEVUE, WA 98006 r 00 C) O I II Q LLI � U C'7 Q00 T O LLI Z DATE: 2/7/2022 F-- m O FlELDBOOK: PAGE: (� LLJ W DRAWING NO: Q (,• v, m SHEET: OF: L.L_