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HomeMy WebLinkAboutW-422905A PORTION OF THE NW 1/4 OF SECTION 19, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON N N N ^^I n rr 1 .0 EXISTING AS - WATER MAIN, LOCATED 2024-C SEE OVERALL I FOR COORDII ENLARGED DOUBLE DETECTOR CHECK VALVE .` J SCALE: N.T.S. KEY NOTES 1� EXISTING 8" PUBLIC WATER MAIN P� HOT TAP, VALVE, AND METER PER STD. PLAN 320.3/C5.4C P� 8" VALVE BOX 4� 30" X 17" METER BOX 5� ±36" x 18" HOT BOX FOR RPBA CONCRETE THRUST BLOCK AT 90° BEND OF 6" FIRE SERVICE DOMESTIC WATER �'ATMCTION DETAILS. GENERAL NOTES 1. SEE STD. PLAN 330.2/C5.3C FOR CONCRETE THRUST BLOCKS. 2. SEE STD. PLAN 320.3/C5.4C FOR WATER METER INSTALLATION. 3. SEE STD. PLAN 350.2/C5.4C FOR RPBA INSTALLATION. KEY NOTES 1� 6" DDCV ASSMBLY WITH STANDPIPE OUTSIDE CONNECTION PER STD. PLAN 360.2/C5.3C 6" D.I. CLASS 52 SERVICE PIPING, LENGTH PER PLAN 3� 6" D.I. 90 DEGREE FITTING WITH CONCRETE THRUST BLOCK 8"X6" TAPPING TEE (MJxFL) WITH CONCRETE THRUST BLOCK :� 6" GATE VALVE (FLxMJ) 4" x 2 Y2" FIRE DEPARTMENT DOUBLE CONNECTION :� SUMP PUMP PER 520/C5.3C 8� INSTALL FIRE HYDRANT PER STD. PLAN 310.1/C5.4C REMOVE EXISTING HYDRANT AND PIPE GENERAL NOTES 1. SEE STD. PLAN 330.2/C5.3C FOR CONCRETE THRUST BLOCKS. 2. SEE STD. PLAN 360.2/C5.3C FOR ALL APPURTENANCES AND DIMENSIONS ASSOCIATED WITH DDCV ASSEMBLY. 5 HORIZONTAL SCALE: 1"=5' 0 5 10 CAUTION VALVE BOX SHOULD NOT REST ON ? PIPE. LATER COMPACTION IN AREA OF VALVE BOX COULD CAUSE THE BREAKAGE OF THE SERVICE. w 0 11 12 0 o: a En PLUMBING 9" MIN. 9 SHALL CONNECT X. HERE oo rPRIVATE M] ] 2" BRASS PLUG CRUSHED ROCK BASE (THREADED) TO SUPPORT VAULT.BY PASS NOT ALLOWED FOR IRRIGATION METERS 13 MIPT x QUICK JOINT 1-1/2 AND 2 WATER SERVICE DETAIL a MATERIAL LIST FOR 2" SERVICE WITH METER LOCATED IN RIGHT-OF-WAY BEHIND SIDEWALK 1. 2" tapped tee on new water meter. 2. 4" long X 2" brass nipple with threaded ends (MIPT). A -A 3. 2" resilient seat valve with threaded ends, square operating nut and valve nut extension if DRILL 2" HOLE FOR required (see standard detail 330.1). TOUCHREAD DEVICE 4. Two piece cast iron valve box. Standard B" top section with regular base section, length to fit, "lug" type cover. 5. 2" brass bushing (MIPT x FIPT) 2 each 2" brass or bronze nipples 6" length, threaded ends 2 each 2"-90' brass or bronze elbows (FIPT x FIPT) 6. 2" (MIPT) x compression fitting, Ford C84-66 or equal. 7. 2" soft copper type K or brass nipples, length to fit. TYPICAL RIB� 8. 2" threaded brass 90' ell. 9. 2" Customsetter with by-pass Ford VBH 86-128-11-77 (17-3/16") or McDonald brass 2-1/2" MIN. FROM NEAREST 3OB715WDFF775, with flanged angle ball valve and padlock wings on inlet, and angle check valve AND FRONT EDGE OF PIT LID outlet, ball valve on bypass with padlock wings. Customsetter shall have vertical inlet and outlet. 10. Rigid meter spreader to be supplied and installed in meter setter by contractor. 11. Water meter shall be supplied and installed by City of Renton upon payment of all related water meter fee and satisfactory pressure and purity tests. 12. 17"x3O" equal to Mid -States Plastics, Inc. BCF Series MSBCF 1730-18 with 2" thick Ductile iron damond plate cover 18"x31" equal to Mid -States Plastics, Inc. MSCBC-1730-R with 2" drilled hole for touchread pit lid, and meter read lid. 13. 2" coupling (compression x FIPT) with 2" plug (MIPT), Ford C-14-66 or equal. The property owner is responsible for any necessary adaptation or extension of water service. MATERIAL LIST FOR 1-1/2" SERVICE WITH METER LOCATED IN RIGHT -Of -WAY BEHIND SIDEWALK 1. 2" tapped tee on new water main 2. 4" long X 2" brass nipple with threaded ends (MIPT). 3. 2" resilient seat valve with threaded ends, square operating nut and valve nut extension if required (see standard detail 330.1). 4. Two piece cast iron valve box. Standard 8" top section with regular base section, length to fit, "lug" type cover. 5. 2" X 1-1/2" hex brass bushing (MIPT x FIPT), 2 each 1-1/2" brass or bronze nipples 6" length (threaded ends), 2 each 1-1/2"- 90' brass or bronze elbows (FIPT x FIPT) 6. 1-1/2" (MIPT) x compression fitting, Ford C84-66 or equal. 7. 1-1/2" soft copper type K or brass nipples, length to fit. 8. 1-1/2" pack -joint 90' ell, for Ford L44-77 or equal. 9. 1-1/2" Customsetter with by-pass Ford VBH 66-12B x 13-3/16" or McDonald brass, with flanged angle ball volve and padlock wings on inlet, and angle check valve outlet, ball valve on bypass with padlock wings. Customsetter shall have vertical inlet and outlet. 10. Rigid meter spreader to be supplied and installed in meter setter by contractor. 11. Water meter shall be supplied and installed by City of Renton upon payment of all related water meter fee and satisfactory pressure and purity tests. 12. 17%30" equal to Mid -States Plastics, Inc. BCF Series MSBCF 1730-18 with 2" thick Ductile iron damond plate cover 18"x31" equal to Mid -States Plastics, Inc. MSCBC-1730-R with 2" drilled hole for touchread pit lid and meter read lid. 13. 1-1/2" coupling (compression x FIPT) with 1-1/2" plug (MIPT), Ford C-14-56 or equal. The property owner is responsible for any necessary adaptation or extension of water service. NOTE: ALL METER BOXES INSTALLED IN CONCRETE OR PAVED DRIVEWAYS SHALL BE CAST-IRON EQUAL TO OLYMPIC FOUNDARY. EXPANSION JOINTS MUST BE INSTALLED 12" MINIMUM ON BOTH SIDES OF METER BOX. STD' PLAN - 320.3 PUBLIC WORKS 2 AND 1 %z' WATER SERVICE LOCATED DEPARTMENT O IN RIGHT OF WAY BEHIND SIDEWALK FEBRUARY 2010 TESTING DETAIL 00-A " TAPPING TEE (MJxFL) TAPPING GATE VALVE (FL XMJ) TEMPORARY PLUG (MJ) WITH 2-INCH TAP AND 2-INCH BLOW -OFF ASSEMBLY CONCRETE BLOCKING VERTICAL CROSS(MJxFL) FOR POLYPIGGING 1-BLIND FLANGE ON TOP WITH 2" TAP AND 2" PLUG 1-BLIND FLANGE ON BOTTOM 1-PLUG(MJ) WITH 2"TAP & 2" BLOW -OFF TEMPORARY BLOCK FINAL CONNECTION DETAIL ' O NEW D.I. WATER LINE (IFTER ALL CLEANING BY POLYP G, PRESSURE TESTIN G AND DISINFECTION, REMOVE TEMPORAY BLOCK & BLOW -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 S1ZE TAPS ON CAST-IRON WATER LINES. TAP SHALL BE AT LEAST 2" SMALLER DIAMETER THAN THE EXISTING MAIN. 3. NO WET 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. 5. CONTRACTOR SHALL POTHOLE AND VERIFY THE HORIZONTAL AND VERTICAL ALIGNMENT OF EXISTING LINE OR STUB AND SHALL START LAYING THE NEW LINE AT THE SAME HORIZONTAL AND VERTICAL ALIGNMENT OF THE EXISTING STUB. 6. CITY FORCES WILL 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 STD. PLAN - 300.1 i DEPARTMENT TAPPING TEE & VALVE MARCH 2O10 F 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 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, 4.875" 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. 5780-563 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 x x 5" STORZ 5'x5'x5x6" THICK CONCRETE PAD AROUND HYDRANT. FINISH TO MATCH SIDEWALK O 2 EXPANSION JOINT AT BACK OF SIDEWALK �fCRETE SIDEWALK ORNPLANTING STRIP 36" MIN COVER 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 � `�i� THRUST BLOCK MAIN LINE TEE. WITH 6" FLANGE SIDE OUTLET. i GATE VALVE (FL X MJ) AWWA C-509, RESILIENT SEAT i 6" DUCTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO FIT 2-3/4" COR-TEN STEEL TIE RODS. 16" x 8" x 4" MININUM 1/2 YARD OF 1-1/4" WASHED DRAIN ROCK CONCRETE BEARING 1' 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 GROUND MIN 3' RADIUS MIN 3' RADIUS 1 ONE MAN ROCK s 6" CONCRETE PAD 16" CONCRETE PAD CUT FILL HYDRANT LOCATION IN CUT OR FILL PUBLIC WORKS FIRE HYDRANT ASSEMBLY STD. PLAN - 310.1 ' ''•` ,' DEPARTMENT V o, MARCH 2O10 HORIZONTAL SCALE: 1"=5' 5 0 5 10 SURVEYED: SCALE: e DESIGNED: AS NOTED DKM/RJJ • CaLdays 2 AS -BUILT WATER MAIN ADJUSTMENTS S&H 03.21.24 DCD DRAWN: / KLK DKM ONE INCH • 0 two bu1 RFI 010 FIRE RISER RELOCATION S&H 08.22.23 DCD CHECKED: AT FULL SCALE DCD before APPROVED: IF NOT ONE INCH N0. REVISION BY DATE APPR SCALE ACCORDINGLY DCD VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM L] 120 VOLT ELECTRICAL OUTLET FOR z HEAT TAPE. INSTALL HEAT TAPE r FOR FREEZE PROTECTION 3 CENTER BACKFLOW I PREVENTER IN O o REDUCED PRESSURE ENCLOSURE BACKFLOW ASSEMBLY (RPBA) 3" MIN. � O I 3" MIN. INSULATED ENCLOSURE 3" MIN. "HOT BOX" OR EQUAL 3/8" X 4" ANCHOR BOLTS PER MANUFACTURER O �- 3" MIN. CONCRETE SLAB z UNION Z: FINISHED N GRADE FINISHED GRAD OODRAIN z SEE NOTE 4 6" MINIMUM SLEEVE FREE DRAINING (TYP.) GRAVEL z CONNECT TO N WATER METER IMMEDIATELY ADJACENT TO RPBA FLOW INSTALLED W/ APP'D. TO OWNERS ELECTRICAL PANEL. FRONT VIEW MATERIAL PER UPC DIRECT BURIAL OR IN RIGID METER SIDE (SIZE AS REQ.) CONDUIT PER ELECTRICAL SIDE VIEW PERMIT REQUIREMENTS. NOTES: 1. ALL REDUCED PRESSURE BACKFLOW ASSEMBLIES (RPBA's) MUST BE LISTED ON LATEST LIST OF "BACKFLOW PREVENTION ASSEMBLIES APPROVED FOR INSTALLATION IN WASHINGTON STATE", PUBLISHED BY STATE OF WASHINGTON DEPARTMENT OF HEALTH. 2. THE OWNER/APPLICANT MUST OBTAIN A SEPARATE CITY OF RENTON PLUMBING PERMIT FOR THE INSPECTION OF THE INSTALLATION OF THE RPBA AND PIPING. THE OWNER SHALL FURNISH, INSTALL AND MAINTAIN THE RPBA AND ALL PIPING AND APPURTENANCES SHOWN ON THIS PLAN. 3. THE RPBA 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 SPECIALSIT, FAX NO. 425-430-7241. 4. DRAIN SHALL BE SIZED IN ACCORDANCE WITH AWWA CROSS CONNECTION CONTROL MANUAL STANDARDS 3" DRAIN FOR 1" OR SMALLER RPBA's, 4" DRAIN FOR 1.5" TO 2" RPBA's, 6" FOR 3" RPBA'S. 5. RPBA AND ENCLOSURE SHALL BE LOCATED ON PRIVATE PROPERTY AND AS NEAR AS POSSIBLE TO THE WATER METER. 2Y STD. PLAN - 350.2 �u PUBLIC WORKS REDUCED PRESSURE BACKFLOW DEPARTMENT ASSEMBLY IN HOT BOX '�'f� • MARCH 2O10 CONSTRUCTION RECORD DRAWING PROJECT WAS COMPLETED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED PLANS. ELEVATION DEVIATIONS, WHERE APPLICABLE, ARE DENOTED WITH PLAN CALLOUT UPDATES, AND A STRIKEOUT THROUGH THE ORIGINAL ELEVATION. UTILITY AS -BUILT INFORMATION OBTAINED BY MCKEE ENTERPRISES AND VERIFIED BY SITTS & HILL ENGINEERS, INC. It. I C TY OF 7R RENTON vassiv Planning/Building/Public Works Dept. D C. sitts&hill �d9 I �4s tt CIVIL I STRUCTURAL I SURVEY 4815 CENTER STREET I TACOMA, WA. 98409 PHONE: (253) 474-9449 I FAX: (253) 474-0153 http://www.sittshill.com/ '�o G 49 1%� Project No.: 19480 Project Mgr.: DCD SjOyAL �`vG Proj. Engineer: DKM/RJJ Proj. Drafter: KLK/DKM W-422905 IN COMPLIANCE WITH CITY OF RENTON STANDARDS BROTHERTON CADILLAC - RENTON WASTEWATER AND WATER UTILITIES DETAILS (PRIVATE AND PUBLIC) DATE: FIELDBOOK: PAGE: DRAWING NO: C5.4C SHEET: OF: 31 39 N T O O O N N Ir N T O O 0 N Q J L O O O N N 61