Loading...
HomeMy WebLinkAboutW-416201E 1 mix suaD yD- N IRA=3e5.55' SAWCUT R PATCHING ASPHALT%PAVEMENT co 2' cPP TO EAST 38264IS PER CDR STD. I°LAN H032.1. f ,A, W _ PVC i0 NEUi= 38254' IE �_/ i�B'�'p� SSMH - 6 M BT.TT W w / I1,7 a7 I I7G w' �+IM-MW73� r l O m O_' NE 8" PVC MEET - 3)] )D' SO — SD 0 1B ED — ED e' RIVE soxTH = 3D.)S' ' SD SD SD SD ILU -5 38-5,— s.�-.. saa.� 8' P' — - 8' P Lfl J a a0 O N � >- 0 Z Q J 1n J Q H z LU 0 LU w W 2 W SSMH, }BN83' � Q EAST EAST }p.D' DISWIBUT0N MM 12" CIA. WO'JD W/ D.C. CONDUITS 3-1/2- DIA PVC E 0 a 3 1 i 0 EE i 0 FIND 1/2- REBAR &- CAP QCA LS996S/10}56) PC E P GG� Mi Land Planning R Civil Engineering 5130 South 166th Lane SeaTac, WA 98188 T (206) 229-6422 CONC. DRWY LOT (7,012 SQ. PT) HOUSE 3 EX. HOUSE f TO REMAIN 12.5 LF 8" EX. 8. „-DTI I DD sq5 i I TRACT 'TAFm (5,4I2 SQ. FT) 1" RESIDENTIAL METER UNDER SEPARATE PERMIT LOT (7,018 SQ. FO ro /; 0 ry o ASTILITY ,eASEMENI 7 ------------ ------------- RESIDENTIAL METE UNDER SEPARATE FERMI AOT3 (9,277 SQ. FO j o / 0. E S'CATCH BA I ry%7 q2 IP TO 1H AST = SAP 10 TOM = 286.84i STORM MAMIDLEE W RIM-389 GP B' DIP TO NORTHWEST - JM 12' CPS i0 WEST = 3033 1 8" DI 52 a� 204 LF 4" DI CL 52 WATER FITTING DATA O STA 9+83, 4' RT O STA 10+29, 8.54' LT CONNECT TO EX. 8" DI 1-8"x6" TEE (MJxFL) 1-8"x8' WET TAPPING (MJxFL) 1-6" GATE VALVE (FLxMJ) 1-8" GATE VALVE (FLxMJ) 1-8"x4" REDUCER (FLxMJ) 1-CONCRETE THRUST BLOCK 14" GATE VALVE (FLxMJ) 1-FIRE HYD. ASSY (RAJ) O2 STA 9+97, 4' RT 5 LF 6" D.I. 1-8'xe"x45" BEND (RAJ) 1-CONCRETE THRUST BLOCK 1-CONCRETE THRUST BLOCK O STA 12+33, 7' LT O STA 10+8.50, 8.3' LT 14" CAP &PLUG (RAJ) 1-8'xe"x45" BEND (RAJ) 1-2" BLOW -OFF ASSY. (STD PLAN 340.1) 1-CONCRETE THRUST BLOCK 1-CONCRETE THRUST BLOCK WATER PLAN GENERAL NDTRS Smdad Plan NIA WO L ALL WORKAND MATERNISSNALL WIN ACCORDANCE WITH WE LATEST EDITION OFTHEOTY OF RENTON PUBLIC WORKS STANDARD SPECIFICATIONS AND SPECIAL PROWSIONS AND WSDOT/ APWA STANDARD SPECIFICATIONS, LATEST EDRION AS AMENDED "THE CITY OF RENTON. A SETOFF CRYAPPINi PLANS SHALL BE KEPTATMEAMSPE WHET RCONSTRUCDON G IM PROGRESS. A PRE{CMSTRUCDON CONFERENCESHALLBE HEIR PRIOR TO THESTARTOF CONSTRUCTION. THE CIXITMROR AND OR DEVELOPER SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION. 2. kME IMMIMIUS ALLREMAININMRVICCDURINGCONSTRMIONUNIF_SSOMERWLSENOTED. TNECOHDNRORSNALL GU3-R 2C5555TOVMIFYUTIUTYLOLATONSBEFOREBEGINNINGM% VATM)N. 3.ALLRLUMLSUSEDFORTHECMN RUMONOFWATERSYSTEMIMPROVEMENISSHALLBENEWANDUNONAAGEO,MD 'GTAIDG CUTS FOR ALL MATERIALS SIULL BE APPROVED IN WRITING BY WE CITY OF RENTON PRICK TO HANGING ANY MATERIALSON-ATE. 4. ALL WATER MAIN PIPE MATERIALS SMALL BE CEMENT UNED DUCMF IRON PIPE, THICYHESS CUSS 52 PER AW WAC V it MD NM. PIPE POINTS SHALL BE MSH-0N OR MECHANICAL JOINT. G IRONORDUCIILLIROTIPIMFIRING55HALLBECIA69MM PER AN51/AWWAC110/M1.304Q. ALLOUCTILE IRON PIPE AND FITTINGS SHUMBE WRAPPED WITH LMILBI RfflE-TYPE, POLYETLYIENE PWSIIC PER AW WAMMWMMRDS. 5. MINIMUM COVER FROM TOP OF WAUR MMMTO FINISHED GRADE SHALL BE M INCHES FOR PIPE DIAMETR OF 1O1 ORIFSS RNDUINdFSROR PIPE DMIMETEROF 14MDURGER. M IMUMCOVERMRALLWATERMNHSSMA KWINMM AWY IATMMMUUBEAPPROVEDBYTNECITYOFRENJONPRMRTOCONSMUMON. WHETS lMLT1YLONFLIC150[NR, MEPROFILEOFTHEWATERMAINSHALLBEADIUSI MNECESSMYTOCLEARMNFU MDTOPRMMMINIMUMCOVER. PIPE DEFLECTION SHALL NOT EMCEED ONE-HALF OF PIPE MANUFACTURER'S SPECIFICATION FORSDE OF PIPE USED. ALLTR BACKFILLSMALL BE COMPACTIMT095 PERCENT MAXIMUM DRY DENSRYAS DETERMINED BYTHE WMFIED PROCrORTEST METHOD (MOD) IN ROADWAYS, RO LOWAYSHOUIDERS, ROADWAY PRISM AND DRIVEWAMAND IS PERCENT MEND IN UNPAVED AREAS. AUPIPE20NECOMPACDONSHUNLSE9511000. & CONCRETE BLOCKING FOR WATER MAINS SHALL BE DESIGNED, INSTALLEOAND POURED IN PLACE INACCORDANO WTIH MOP RENTON STANDARD DETAILS AND SPECIFICATIONS AND SHALL BE INSTALLED AT ALLVER L AND HORUMTAL BENDS, FITTINGS ANDBASEOFHYDRANR. MEGA-Ui(OR SIMILAR PRODUCT) MAYBE REQUIRED ON ALL MEOIANIGLJOIN6 IN AD IDN TO CONCRETE BLOCKING. 2. 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 PURRYTESTNG SHALL BE DONE INTHE PRESENCEOFAND UNDERME SUPERVISION OF CRY OF RENTON UDIEIY INSPECTOR. ME CONTRACTOR SHALL SUPPLY, INSTALL AND REMOVE PLUGS, CORPORATION STOPS, BLOW-0FF ASSEMBLIES, AND THRUST RESTRAINT / HOCKING FOR TESTING AND PURT'ACCEPTANCE. NO CONNECTION SHALL BE MADE BETWEEN ME NEW MAIN OR BETWEEN THE NEW WEPTAV VALVE TO AN !EMITTING MAIN UNTIL THE NEW PI PING HAS BEEN FOAM -PIGGED, DRINFECTED, FLU SHED, AND PASSED BOLA PRESSURE AND MR"TESITNG. 0. NEW WATER MAINS INCLUDING SERMCE LATERALS SHALL BE TESTED AT A STATE PRESSURE OF 150 PSI ABOVE WORKING PRESSURE WITH A MINIMUM OF 225 PA TEST PRESSURE FOR UO MINUTES WITH A MAXIMUM OF 5 PR PRESSURE DROP WRING ME ENTIRE TEST PERIOD. UPON SAW FACTORY COMNETION OF ME PRESSURE TEST, ME UNE SHALL BE DENP OMD, FLUSHED, AND MEN WATER SAMPLES SHALL BE TAKEN FOR PURRY TESTING BYME PUBLIC WOR16INSPECTOR. 9. ME CONTRACTOR SHAM NOTIFY ME CRY OF RENTON WATER UMETY AND MAINTENANCE DEPARTMENTS AT LEAST 30 WORKING DAYS PRIOR TO MAKING C NERIOM M ME OISDNG WATER SYSTEM. ME CONTRACTOR SHALL DPOSFMF OUSTING WATER MAIN AND FITTINGS AT ME CONNECTION POINT BEFORE ORDERING THE NECESSARY ADAPTORS AND FITTINGS REQUIRED FOR THEFINALCONNECRON. THECONTMCTOR SHALL EACAVATE, REMOVE ALL SURFACEMATERIAL MO PR VIDESHORINGAND RLLMATERNIS REQUIRED FORME CRYOF RENTON TO PERFORM THE CONNECTION TOMEWS MWATER SYSTEM. ME CONTRACTOR SHALL PROVIDE AND INSTALL BACKRU. CONCRETE BLOCKING, AND COMPLETE SURFACE RESTMIADON. PLAN - 900A PUBLIC WORKS DEPARTMENT WATER PLAN (N6JERAL NOTES MARCH 2O10 _., 410 MI 400 U F OU FINISH GRADE Olw @ PVT. ACCESS EX. GROUND z x Z CENTERLINE @ PVT. ACCESS — 1— CENTERLINE o _. 390 cli ( 380 w L 23 LF 8 DI CL_52..... -- 3 a iD w EX. 8" SEWER W 12.5 LF 8" DI CL 52 P 370-- 14 LF 8"DI CL 52 PROVIDE 1.01 CLEARANCE : EX. GROUND @ 360 - m, 350'-- +40 9+80 10+00 10+20 10 10+60 FWND 5/8- REBAR & CAP RAPS IS E29293) HORIZONTAL GRAPHIC SCALE VERPCAL GRAPHIC SCALE 0.71'EAST MOM 20 10 0 10 20 10 5 0 5 10 FENCE UNE -----T---- 1 inch = 20 fl. 1 inch = 10 fl. JOB NO. I A REVISED PER FIELD REQUESTED HPH M2 _.... .._ 380 8" PVC SEWER LF 4 DI CL 52_.. 370 PVT. ACCESS FINISH GRADE @ PVT. ACCESS CENTERLINE CENTERLINE... 360 oa � MMCCI Mm m Mm ch Mm Mm „lm Mon M.. 350 10+80 11+00 11+20 11+40 11+60 11+80 12+00 12+20 12+40 VENTICAL: NAVD 1988 HORRONTALNADS8611991 (i DATUM BONE IN H� Ai NI LL $OPLP I IF NOTONE INCH SCPIEACCOROINGLY AS -BUILT CITY OF RENTON Planning/Building/Public Works Dept. • 1 D Know what's below. Call before you dig. W-416201 R-416206 W H 11 II N CD N C) CD r Q Q J N N C) O C) 0) r 74 ral IN COMPLIANCE WITH CITY OF RENTON STANDARDS Q J CL O U) 0 CENTRAL ISLAND SHORT PLAT 8E15-2021 J 3413 NE 7TH STREET U) FELDBWK RENTON, WA 98056 PAGE: ORAMrvc xO WA1 WATER PLAN AND PROFILE AND NOTES W SHEET: OF: s s