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HomeMy WebLinkAboutW-418203N 00 T I O I W N w T I N r.' NM 0\/ T N 1 n rr F--- ftQ m DocuSign Envelope lD:6EECF5BFr602A-4E4A-B436-A317AA538878 5' MAX. DRAINAGE GRATIE TRIM GRATE FRAME _ COVERFLOW BYPASS x - BELOW INLET GRATE DEVICE SEDIMENT AND DEDRLS d FILTERED WATER SECTION VIEW DRAINAGE GRATE (RECTANGULAR GRATESHOWN) RETRIEVAL SYSTEM (I'YP.) QIV OVERFLOW BYPASS M!".) BELOW INLET GRATE DEVICE ISOiNETRIC VIEW NOTES: 1. PROTECTION SHALLBE PROVIDED FOR ALL STORM DRAIN INLETS DOWNSLOPE AND WITHIN 50I FEET OF A DISTURBED OR CONSTRUCTION AREA, UNLESS THE RUNOFF THAT ENTERS THE CATCH BASIN WILL BE CONVEYED TO A SEDIMENT POND OR TRAP. 2. INLET PROTECTION SHALL BE USED TO PROTECT THE DRAINAGE SYSTEM. 3. THE CONTRIBUTING DRAINAGE AREA MUST NOT BE LARGER THAN ONE ACRE. 4. SIZE T-HF BELOW INLET GRATE DEVIVI CE {BIGD I FOR THE STO RMWATER STRUCTURE IT WILL SERCE- 5. THE BIGD SHALL HAVE A BUILT-IN HIGH -FLOW RELIEF SYSTEM (OVERFLOW BYPASS)- 5. THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF THE BIGD VWTTHOUT SPILLING THE COLLECTED MATERIAL 7. PERFORM MAINTENANCE IN ACCORDANCE WITH STANDARD SPECIFICATION G. ANY SEDIMENT IN THE CATCH BASIN INSERT SHALL BE REM OVED WHEN THE SEDIMENT HAS FILLED ON&THIRD OF THE AVAILABLE STORAGE. THE FILTER MEDIA FOR THE INSERT SHALL BE CLEANED OR REPLACED AT LEAST MONTHLY. 4JNLEZ OT11E AWISE NaTEA. nRAWING IS NOT Tp S[ALE (NT51 STD. PLAN - t16.3D * PUBLIC WORKS APPA Ea UR DEPARTMENT CATCH BASIN INSERT GAZ 9/28/2018 1 nATr DocuSign Envelope ID 34513881D•914F-4F20-AB59.7C192D3B78A3 ROW SURFACE CLEANCUT WITH CAST IRON RING AND COVER I (EAST JORDAN IRON WORKS PRODUCT NO 00367502 OR APPROVED EQUAL, SPECIFY "SEWER" ON LID), (SEE STD PLAN 4061 FOR INSTALLATION) f-- - - - - - - - - - - -- - - - - - - - - - - - - - - - ------- L_--J EXISTING 0" SEWER STUB � SEND AS EXISTING SANITARY SEWER MAIN (REMOVE TQ R D W LINE) REQUIRED f(REMOW) - - - - --3 - - - - - - - - ----- I - - - - - - - - - - - - - - - - - - 6-X6"X6, WYE\ 6"x 4" REDUCER BEND AS REQUIRED EXISTING 4' SIDE SEWER (NOT TO EXCEED AS') \PROPOSE-D 6" SEWER STUB SEWER MAIN SIZE X 6" TEE PROPOSED SEWER MAIN jombk STD. PLAN - 407 PUBLIC WORKS TYPICAL SIDE SEWER CONNECTION J—ft" URDEPARTMENT FOR SEWER MAIN REPLACEMENT Martin PastudW6/20ZC rrlcw,n F PATE z ncom pass N N ENGINEERING & SURVEYING c0000e N Westem Wa" gton Division 165 NE JLavper Street, Suite 201 ■ Lss� WA 98027 • Phone: (425) 392-0250 w Eastem Wa"ngton Division a 407 Swift"ater Blvd. • Cle Ehm, WA 98922 • Phone: (509) 674-7433 z W :45 Al 1 12.5 FIRE HYDRANT SHALL BE COREY-TYPE EQUAL TD IOWA F-511O OR COMPRESSION TYPE SUCH AS CLOW MEDALLION; M & H 929, MUELLER SUPER CENTURION 200, AND WATEROUS PACER MATH G` 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" STOR2, 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- S780-563 DTM ACRYLIC GLOSS, SAFETY YELLOW OR APPROVED EQUAL PUMPER CONNECTION TO FACE ROADWAY DR AS DIRECTED BY RENTON FIRE DEPARTMENT. FIRE HYDRANT EXTENSION TO 8E USED IF REOUIRED. #41N- 1B" TO 20" BEHIND BACK OF CURB OR 12' BEHIND BACK OF 3' 51DEWALK THAT IS ADJACENT TO CURB 4,875' x 5" STOR7 5'x5'x6" THICK CONCRETE PAD AROUND HYDRANT. FINISH TO MATCH SIDEWALK. '• EXPANSION JOINT AT BACK OF SIDEWALK / CONCRETE SIDEWALK / DR PLANTING STRIPSTRIP 3e 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 MARXER TYPE 88-A S7IMSON1-E TWO-WAY BLUE REFLECTIVE CONCRETE BLOCKING aNCRETE -TRUST BLOCK MAIN LINE TEE- W1TI-I 6" FLANGF SIDE OUTLET. 6° GATE VALVE (FL A MJ) AWWA C-509, RESILIENT SEAT 6" DUCTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO FIT 2-3/4' CDR -TEN STEEL 71£ RODS.: e' x B" x 4" MININUM 1/2 YARD OF 1-1/4' WASHED DRAIN ROCK ,ONCRETE BEARING 1* ABOVE BOOT FLANGE. PLACE 8 MIL -iLOGK 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 4 ONE MAN ROCK a 1 I 5 6. 6" CONCRETE PAR +- 6" CONCRETE PAC] f Cu I FILL HYDRANT LOCATION IN CUT OR FILL * * PUBLIC WORNS FIRE HYDRANT ASSEMBLY STD. PLAN - 310.1 DEPARTMENT -ARCH 2010 03111121 13"x24" PLASTIC METER BOX EQUAL TD MID-57ATES PLASTIC, INC. BCF SERIES IASBCF 1324-18 WITH 1.75' THICK DUCTILE IRON 01AMONO PLATE COVER EQUAL TO MID-STATE5 PLASTICS, INC. MSCBC-1324-R WITH READER LID AND 2" GRILLED HOLE FOR TDUCHREAO PIT LID (SEE DETAIL A -A) 36' MIN COVER `NEw DucTILE RON WATERMAiN 9" MIN 12' M A; FINISH GRADE zaw `-yafl 22-1 /2 pry MP PPIVATE PMING IN UNIMPROVED RIGHT OF i [ WAY INSTALL METER BOX AT PROPERTY LINE WITH 12' Di LONG COPPER TAILPIECE. SIDEWALK a f _ f _ TDLJCHREAD WATER METER TO BE 12° SUPPLIED BY THE z_ x CITY TYPE "K' SOFT N COPPER TUBING IF SERVICE LINE TO HOUSE IS Z,1�14- OR 1TO BE INSTALLED IN THE FUTUREVANIZED INSTALL FORD CT4-33 OR 44 FIPTG x COMPRESSION COUPLING SLOOP DOWN TO CENTERLINE OF WATER MAIN TO PROVIDE SLAGK IN COPPER COPPERSETTER FOR 51B"x3Y4" METER FORD SERVICE LINE TO METER, VUH72-15W-44-33G. OR M DONALD BRASS: 21-215WC0033, OR MUELLER: 3/4-B-2470-2 WITH ANGLE BALL VALVE M INLET AND SINGLE CHECK VALVE ON OUTLET CORPORATION STOP WNTH BALL VALVE. FORD Co""ETTM FOR 1' METER: FORD VUH72-15W-44-445, OR TAPERED THREAD (CC). CUICK JOINT McDONALD 13RAS5: 21-4T5WCOQ44. OR MUELLER: 1-B-2470-2 (3/4" F63000-3-0) OR AY MCOONALO 47DIS BOTH INLET AND OUTLET WITH QUICK JOINT. PADLOCK WINGS ON (1- FE1000-4-0) OR AY MCDONAL6 4701E INLET ANGLE BALL VALVE AND SINGLE CHECK VALVE ON OUTLET. T- ALL FITTINGS SHALL BE WITH OUICK JOINT. NOTE: ALL METER BOXES INSTALLED WITHIN CONCRETE OR PAVED DRIVEWAYS SHALL BE CAST-IRON EQUAL TO OLYMPIC FOUNDARY- EXPANSION JDINTS }PUSH BE INSTALLED ON BOTH SIDES OF METER BOX- A— A DRILL 2" DIA, HOLE FOR AMR (AUTOMATIC METER READ) TOUCHREAD DEVICE L _ 2-1/2" MIN, FROM NEAREST AND FRONT EDGE OF PIT LID TYPICAL Rig 1� I 1141111115 THE CENTER OF THE HOLE MUST BE AT LEAST 1" FROM UNDERNEATH RIBS UNLESS THE RIB SPACING ALLOWS THE NUT TO TIGHTEN AGAINST THE: OPEN BIOE OF MORE THAN ONE RIB. i * PUBLIC WORKS a4" AND 1" WATER SERVICE ST13• PLAN -- 320.1 DEPARTMENT NOVEMBER 2009. OccuSlgn Envelope ID 345E-46810-914E-4F2C)-AB59-7C 19203B78A3 Ex. SEWER MAIN I I I I I l i 1 PROPERTY LINE -SPOOL {LENGTH AS NEEDED) 3`-0" MIN I Y I I f I I " I II O fill SEWER STUB FUTURE 4" SIDE SEWER i II i 2". 4" STUD 41ARXINC POST PAINTED I I ' ' I 6" CAP WHITE 1WTH THE WORD 'SEWER" STENCILED SEWER MAIN TEE x 6" TEE I IN 3" HIGH BLACK LETTERS AND 06 WARE SIDEWALK Z WRAPPED AROUND THE STUD AND EXTENQED TO T+IE TEIP OF THE STUD COUPLING (TYP] ' 6'XVXS' SURFACE CLEANOUT WWTr CAST IRON RING AND COVER (EAST JORDAN IRON WORKS PRODUCT NO 00367502 OR APPROVED EQUAL, SPECIFY "SEVER' ON LID). CLEANOUT TO BE CENTERED IN A 7'x2' CONCRETE PAD CONCRETE PAD TO BE 8' IN DEPTH rT-------- I 1 -----------------------r r BEND AS 8' f REQUIRED ! SEI%ER MAINµ TART ox uIN SLOPE 11 3 - ` 1`j - rUTURE SIDE SEWER \16" SEWER STUB L6-X6"X6" WYE LFUTURE 6"x 4" REDUCER SEWER LIAIN SIZE X 6" TEE ACCEPTABLE PROCEDURES FOR SIDE SEINER CONNECTIONS TO.0139TING SEWER MAIN A VIT;?IrIED CLAY MAIN - CUT IN A NEW PVC "TEE" USING "STRONG -BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL). B CONCRETE VAIN - CUT IN A NEW PVC "TEE` U9NG "STRONG -BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL) C PVC k rgOO PVC LIMN - CUT IN NEW TEE USNG RIGID COUPLINGS OR GORE-ORrLLED WTI# A R7M0kC SADDLE (OR APPROVED EQUAL) D, DUCTILE IRON MAIN - CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL) E LINED MAIN - CONNECTION TO SEWER MAINS FHAT HAVE BEEN LINED (CI-P, ETC), CUT IN A NEW PVC "FEE" USING "STRONG -BACK FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL). F HOPE - COAE-DRILLED WATH A ROMAC SADDLE "INSERFA-TEE" MAY BE USED ON SEWER MAINS 12' DIAMETER OR LARGER G. MANHOLE CONNEGnON - ALL CONNECTIONS TO MANHOLES SHALL BE AT MANUFACTURED KNOCK -CHITS OR THE STRUCTURE SHALL 6E CORE -DRILLED AND USE KOR-N-SEAL BOOM OR APPROVED EQUAL NOTES 1 PRIOR TO INSTALLATSON OF A SANITARY SEWER STUB, A SIDE SEWER STUB PERMIT MUST BE PURCHASED FROM THE DTY OF RENTOf PUBLIC WORKS DEPARTMENT 2 UNLESS OTHERWASE SHOWN ON PLAH, SIDE SEVER SHALL HAVE A MINIMUM 2 W COVER AT PRDPERTY LINE OR 3-5- LOWER THAN THE LOWEST HOUSE ELEVATION, WICHEVER 15 LOWER 3 SIDE SEWERS SHALL HAVE A MIN -MUM 7 R SLOPE UNLESS APPROVED BY THE PUBLIC WORKS INSPECTDR 4 FOR INSPECTION OF THE SIDE SEWER STUB, CALL 24 HOURS IN ADVANCE- THE INSPECTION PHONE NUMBER IS ON THE SIDE SEWER STUB PERMIT SITE MUST BE READY FOR INSPECTION AND A REPRESENTATIVE ON SITE WHEN INSPECTOR ARRIVES AT THE APPOINTED TIME: DO NOT 9ACKFILL THE TRENCH UNTIL APPROVAL IS OVEN BY THE INSPECTOR 5 ALL TRENCH RESTORATION FOR SIDE SEWERS IN THE PUBLIC RICHT-OF-WAY SHALL CONFORM TO STANDARD PLAN 110 OR TIC 2 6 THE SIDE SEWER STUB SHALL HAVE PIPE SEOV!NC IN ACCORDANCE- WITH STANDARD PLAN 405 7 ALL SIDE SEWER STUBS SHALL BE 11451ALLEa BY A CONTRACTOR LICENSED AND BONDED IN THE STATE OV WASHINGTON SIDE SEWER STUB STD. PLAN -406.1 PUBLIC WORKS INSTALLATION ASP 4,. 19 DEPARTMENT Martin Pa9tuChjV261202 (SEWER MAIN TO PROPERTY LINE) n9a DATE 1 12: R-418206 S-418203 W-418203 A-NNNNNNN IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING Nathan Janders 04/07/2021 :0] Know what's below. Call before you dig. SURVEYED: SCALE: DATE: DESIGNED: HORIZONTAL: CITY OF ONTAL: N 1983/1991 • SIERRA HOMES 04/02/21 ® R E N TO N FRONTAGE 1WROVEMENTS FIELDBOOK: DRAWN: PAGE: TNF ONE INCH DATUM • DRAWING NO: 1 REVISIONS PER CITY COMMENTS NEM 4/2/21 CHECKED: AT FULL SCA IF NOT OLE Planning/Building/Public Works Dept. C2.02 NE INCH NO. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY STANDARD DETAILS SHEET: 6 OF: 6