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Home My WebLink AboutW-423402CM N N r rr I— I5— L rr W 0- Z O I— U I- 9./ / Z O U J U I I— J 0— I— O �2 v5J T U aaZ I N J = z z u 4" PER (1� I z r MANUFACTURER'S (-4" RECOMMENDATION K Iz z O 3 1' MIN I p O p I QO I 11f < MIN E B G (G ,rr r J, t •I J O MAIN O PR F NOTES: H 1. FIRE HYDRANT TO BE PAINTED WITH TWO COATS OF SAFETY YELLOW DTM ACRYLIC GLOSS OR ENAMEL PAINT. 2, PUMPER NOZZLE TO FACE ROADWAY OR AS DIRECTED BY RRFA. 3. A MINIMUM T RADIUS UNOBSTRUCTED WORKING AREA SHALL BE PROVIDED AROUND THE OUTSIDE OF THE HYDRANT. MATERIALS COMPRESSION TYPE HYDRANT (SEE APPROVED MATERIALS LIST) WITH 6" MJ INLET WITH LUGS, 5 X" MVO, OA HYDRANT 1 A" PENTAGON OPERATING NUT, TWO (2) 2 )2" NST HOSE NOZZLES, AND 4.875" SST PUMPER NOZZLE EQUIPPED WITH 5" STORZ ADAPTER AND 1/8" STAINLESS STEEL CABLE, WITH EXTENSION IF NECESSARY. O TEE MAIN LINE TEE WITH 6" FLANGE SIDE OUTLET OC VALVE 6" GATE VALVE (FLxMJ) O VALVE BOX VALVE BOX AND LID PER STD PLAN 330.7 OE PIPE CLASS 52 DI, LENGTH TO FIT O JOINT RESTRAINT MECHANICAL JOINT RESTRAINT OR (2) 3/4" CORTEN STEEL TIE RODS FOR DISTANCES OVER ONE PIPE LENGTH O GRAVEL 1 X" WASHED DRAIN ROCK, MINIMUM V ABOVE BOOT FLANGE WITH 8-MIL POLYETHYLENE SHEETING AROUND TOP AND SIDES OF GRAVEL O CONCRETE BLOCK MINIMUM 16"x8"x4" CONCRETE BLOCKS UNDER FIRE HYDRANT AND GATE VALVE O BLOCKING CONCRETE BLOCKING PER STD PLAN 330.1 4'x4'x6" CONCRETE SHEAR BLOCK AROUND FIRE HYDRANT WITH EXPANSION JOINT AT BACK OF SIDEWALK, O SHEAR BLOCK FINISH TO MATCH SIDEWALK, ALL CONCRETE SHALL BE MINIMUM 3,000 PSI AND SHALL BE MECHANICALLY MIXED - JOB SITE MIXING, HAND -MIXED CONCRETE, AND MOBILE CONCRETE MIXERS ARE NOT ALLOWED. OK PAVEMENT MARKER BLUE REFLECTIVE PAVEMENT MARKER PER STD PLAN 310.3 STD. PLAN - 310.1 4A PUBLIC WORKS FIRE HYDRANT ASSEMBLY APPiO',E'l DEPARTMENT SHUM SHORT PLAT - CIVIL CONSTRUCTION PERMIT NW 1/4 NE 1/4, SEC 09, T 23 N, R 05 E. W. M. �I INUNIMPROVED ROW, �I w • INSTALL METER BOX w • CITY I PRIVATE p• AT PROPERTY LINE WITH p• �� a 1" COPPER TAILPIECE a I PIPINGI PIPING I I p E SIDEWALK FINISHED GRADE 9" TO 12" 24" TO 30" I 21" TO 30' 22 3/2' -cLa MAIN 8 C V LOOP DOWN TO CENTERLINE OF WATER MAIN TO PROVIDE SLACK IN SERVICE LINE TO METER MATERIALS O CORPORATION STOP 1" BALL CORPORATION STOP WITH BALL VALVE, AWWA TAPERED THREAD (CC) INLET, QUICK JOINT OUTLET, FORD FB1000-4•Q-NL OR A.Y. MCDONALD 74701BQ OB TUBING 1" TYPE "K" SOFT COPPER TUBING 1" SETTER, QUICK JOINT INLET AND OUTLET, PADLOCK WINGS ON INLET ANGLE BALL VALVE, SINGLE CHECK O METER SETTER VALVE ON OUTLET, FORD VBH74-15W-44.44-Q-NL, A.Y. MCDONALD 721.415WCQQ44, OR MUELLER B-24701-6AN, INSTALL CENTERED AND SQUARED IN METER BOX, PROVIDE ADAPTERS FOR 5/8"x3/4" METERS OD WATER METER AMI WATER METER WITH RADIO AND BATTERY UNIT, TO BE PROVIDED BYTHE CITY O METER BOX METER BOX, ARMORCASTA6001946PCX18, WITH METER BOX LID, ARMORCASTA6001969RC1-H7, TO READ "RENTON WATER" O COUPLER AND PLUG COUPLER (PACK JOINT x PACK JOINT), FORD C4#4#-Q-NL, WITH 1" GALVANIZED PLUG IF SERVICE LINF TO PROPERTY IS TO BE INSTALLED IN THE FUTURE GO GRAVEL 1 X" WASHED GRAVEL nPPaovEo STD. PLAN - 320.1 • PUBLIC WORKS DEPARTMENT 1'I WATER SERVICE DA�i MINIMUM BEARING AREA AGAINST UNDISTURBED SOIL (SF) " 90' BEND 45P BEND A C i- CAP / PLUG 22 Y2P BEND B DIS13 TEE 111/4P BEND • VALUES BASED ON SAFE BEARING LOAD OF 2,000/(3,000) PSF Cr-- B P .� E SOIL TYPE SAFE BEARING LOAD (PSF) MUCK OR PEAT 0 SOFT CLAY 1,000 SAND 2,000 SAND AND GRAVEL 3,000 CEMENTED WITH CLAY 4,000 HARD SHALE 10,ODO NOTES: 1. MINIMUM BEARING AREA MUST BE ADJUSTED FOR PIPE SIZE, PRESSURE, AND SOIL CONDITIONS. 2. FITTINGS SHALL BE POLYWRAPPED PRIOR TO POURING CONCRETE BLOCKING. 3. CONCRETE BLOCKING SHALL BE CAST IN PLACE AND SHALL HAVE A MINIMUM OF 0.25 SF BEARING AREA AGAINST THE FITTING. 4. CONCRETE BLOCKING SHALL BEAR AGAINST FITTINGS ONLY AND SHALL BE CLEAR OF JOINTS TO PERMIT TAKING UP OR DISMANTLING JOINT. S. CONTRACTOR SHALL INSTALL BLOCKING ADEQUATE TO WITHSTAND FULL HYDROSTATIC TEST PRESSURE AS WELL AS TO CONTINUOUSLY WITHSTAND OPERATING PRESSURE UNDER ALL CONDITIONS OF SERVICE. 6. ALL CONCRETE SHALL BE MECHANICALLY MIXED. JOB SITE MIXING, HAND -MIXED CONCRETE, AND MOBILE CONCRETE MIXERS ARE NOT ALLOWED. 7. IN MUCK OR PEAT, ALL THRUSTS SHALL BE RESTRAINED BY PILES OR TIE R005 TO SOLID FOUNDATION OR MUCK OR PEAT SHALL BE REMOVED AND REPLACED WITH BALLAST OF SUFFICIENT STABILITY TO RESIST THRUST. 8. CONCRETE BLOCKING SHALL BE LEFT OPEN OR SHEETED FOR MINIMUM 24 HOURS. :.rvsov6o STD. PLAN - 330.1 • PUBLIC WORKS CONCRETE BLOCKING �� DEPARTMENT FOR HORIZONTAL FITTINGS DocuSlgn Envelope ID 345B681D-914F-4F2D-AB59-7C192D3B78A3 r-1---------- I— EX. SEWER MAIN r i I PROPERTY LINE —SPOOL i z (LENGTH AS NEEDED) ( 1 1 }'-0' MIN 5" SEWER STUB I I I I M H O I I FUTURE 4' SIDE SEWER I I I 2"x 4" STUD MARKING POST PAINTED 6' CAP J WHITE WITH THE WORD 'SEWER' STENCILED SEWER MAIN TEE X 6" TEE i i i i I IN 3" HIGH BLACK LETTE45 AND /6 ORE I i SIDEWALK l i WRAPPED AROUND THE STUD AND COUPLING (TYP) 1 IL L_J_L_________J < EXTENDED TO THE TOP OF THE STUD t>1 6"X5'%6' SURFACE CLEANOUT WITH CAST IRON RING AND COVER (EAST JORDAN IRON WORKS PRODUCT NO 00367502 OR (4 APPROVED EQUAL. SPECIFY "SEWER- ON UD), I m CLEANOUT TO BE CENTERED IN A 2'x2' CONCRETE PAD CONCRETE PAD TO BE 8' IN DEPTH r "---, -- BEND AS g" REQUIRED EXISTING SAW iARY SEWER MAIN —2-OX MIN SLOP£ ` `FUTURE 4" SIDE SEWER 1 �6" SEWER 57uB 6"x6'%6" WYE FUTURE fi"x i' REDUCER \\SEWER MAIN SIZE X 6" TEE ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTUMS TO E70S M SEWER KAII A VITRIFIED CLAY MAIN - CUT IN A NEW PVC "TEE" USING "STRONG -BACK' FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL). B CONCRETE MAIN - CUT IN A NEW PVC 'TEE' USING "STRONG -BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL) C PVC & C900 PVC MAIN - CUT IN NEW TEE USING RICID COUPLINGS OR CORE --DRILLED ON A ROMAC SADDLE (OR APPROVED EQUAL) D. DUCTILE IRON MAIN - CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL) E LINED MAIN - CONNECTION TO SEWER MAINS THAI HAVE BEEN LINED (CIPP, ETC), CUT IN A NEW PVC "TEE" USING 'STRONG -BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL), F HOPE - CORE -DRILLED WITH A ROMAC SADDLE 'INSERTA-TEE- MAY BE USED ON SEWER MAINS 12" DIAMETER OR LARGER C MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE AT MANUFACTURED KNOCK -OUTS OR THE STRUCTURE SHALL BE CORE -DRILLED AND USE KOR-N-SEAL BOOTS OR APPROVED EQUAL tI NOTES TO INSTALLATION OF A SANITARY SEWER STUB, A SIDE SEWER STUB PERMIT MUST BE PURCHASED FROM ME CITY OF RENTON PUBLIC WORKS DEPARTMENT 2 UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2 5' COVER AT PROPERTY LINE OR 3-5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER 3 SIDE SEWERS SHALL HAVE A MINIMUM 2 X SLOPE UNLESS APPROVED BY THE PUBLIC WORKS INSPECTOR 4 FOR INSPECTION OF THE SIDE SEWER STUB, CALL 24 HOURS IN ADVANCE. THE INSPECTION PHONE NUMBER IS ON THE SDE SEWER STUB PERMIT SITE MUST BE READY FOR INSPECTION AND A REPRESENTATIVE ON SITE WHEN INSPECTOR ARRIVES AT THE APPOINTED TIME 00 NOT BACKFILL THE TRENCH UNTIL APPROVAL IS GIVEN BY THE INSPECTOR 5 ALL TRENCH RESTORATION FOR S1DE SEWERS IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO STANDARD PLAN 110 OR 1102 6 THE SIDE SEWER STUB SHALL HAVE PIPE BEDDING IN ACCORDANCE WITH STANDARD PLAN 405 7 ALL SIDE SEWER STUBS SHALL BE INSTALLED BY A CONTRACTOR LICENSED AND BONDED IN THE STATE OF WASHINGTON WORKS SIDE SEWER STUB P ySTD. PLAN -406.1 PUBUIC DEPARTMENT INSTALLATION AMartin PaStUChW26/202 (SEWER MAIN TO PROPERTY LINE)DAR Sll•LT3101Ad'J 1 3 1 O, 1 2 320, 1 3 330, 1 4 406. 1 C4" 0 SCALE- NTS C4. 0 SCALE. NTS C - 0 SCALE. NTS , SCALE. NTS DocuSlgn Envelope ID 345B681D-914F-4F2D-AB59-7CT92D3B78A3 ALL 90 TURNS SMALL BE ACCOMPLISHED 4" BEND AS REWIRED (NO GREATER BY MEANS OF A WYE OM CLEANOUT AND 45 BEND TWO 45' BENDS SHALL NOT BE THAN 45' BEND) EVERY 2ND CHANCE 4" CLEANOUT WYE ON ACCEPTABLE (SEE NOTE It) IN DIRECTION DR GRADE WILL REQUIRE 45 BEND AND PLUG A CLFANOUT WYE (SEE NOTE 11) I (SEE NOTE II) HOUSE I HOUSE gl HOUSE EI HOSE 3 -0" MIN 4" SEWER PIPE SURFACE CLEANOUT CE6". 6"x6"WYE (SEE STO PLAN - 407) 4" TEST TEE VAN 4" SEWER PIPE. SEE NOTES 2 AND 3 MINIMUM LINE SIZE FOR VjC;LESAu11W. PLUG FACE UP OTHER THAN SINGLE FAMILY IS 6" R 0 W LINE (TYPICAL) I, R 0 W TINE 3' MIN 6"x 4" REDUCER (TYPICAL). NOTES IF THE BUILDING SEWER SERVES ANY FIXTURE HAVING FLOW LEVEL RIMS LOCATED BELOW THE ELEVATION I PRIOR TO INSTALLATION Of A SANITARY SEWER CONNECTION. g OF THE NEXT UPSTREAM MANHOLE COVER OF THE SIDE -SEWER PERMIT MUST BE PURCHASED FROM THE CITY Or PUBLIC SEWER SYSTEM. A BACKFLOW PREVENDON RENTON PUBLIC WORKS DEPARTMENT c 3 DEVICE SUCH AS CLEAN CHECK EXTENDABLE BACKWATER VALVE OR APPROVED EQUAL SHALL BE m INSTALLED 2 FOR INSPECTION OF SDE SEWER, CALL 24 HORS IN ADVANCE THE INSPECTION PHONE NUMBER IS ON THE SIDE SEWER PERMIT 4" FLEXIBLE COUPLING (FERNCO OR EQUAL) '}� ¢ SITE MUST BE READY FOR INSPECTION AND A REPRESENTATIVE ON SITE WEN INSPECTOR ARRIVES AT APPOINTED TIME DO NOT 9 I}' BACKFTLL THE OITCI- UNTIL APPROVAL IS GIVEN BY THE INSPECTOR r, I� SURFACE CLEANOUT r3 4'•• 4"•4" WYE 3 SIDE SEWER PIPE AND FITTINGS SHALL BE PVC SDR 35 NTH RUBBER 4" PIPING GASKET JOINTS UNLESS OTHERWISE APPROVED BY THE PUBLIC PLAN WORKS DEPARTMENT BUILDING DRAIN FOR LOW ELEVA DONHOUSE 4 A MINIMUM GRADE OF 2X (1/4" PER FOOT) MUST BE MAUNTAINEO WITH A 4" PIPE IN ME EVENT A 2X GRADE CANNOT BE MAINTAINED ON TIRE APPROVAL OF THE PUBLIC WORKS INSPECTOR, THE MAIN TO S FEET CONTRACTOR MAY INSTALL A 6' DIAMETER SIDE SEWER AT NO LESS R O W LINE R O W, LINE TO CLEANOUT AX THAN 1X 90E SEWER BUILDING SEWER BUILDING STUB DRAIN 5 INSTALL SDE SEWER OTH 2' MINIMUM COVER 13" COVER IS ALLOWED S FEET MIN I— AT THE MOUSE IF OUTLET IS SHALLOW �Lrr� 6 All BUILDING SEWER AND 510E SEWERS SHALL NAVE REDOING IN �I I ACCORDANCE HIM STANDARD PLAN tD5 n j + 7 WHENEVER FEASIBLE. THERE SHALL BE A MINIMUM 5 FOOT z� '� c HORIZONTAL SEPARATION BETWEEN SANITARY SIDE SEWERS AND ALL VIo8 >e>i> y"• OH;r� S OTHER UTILITIES �� z 'R, ♦ O z S r g n,, IA 8 SIDE SEWER TESTING SHALL CONSIST OF PLACING A PLUG IN THE n u fP Tz z o £ TEST TEE AND INSTALLING A 4-FOOT RISER PIPE ON THE CLEANOUT a g c- g n AT ME BUIDINC. THE SIDE SEWER PIPE SMALL BE FILLED TO WITH ♦ i .r. &- n WATER TO ME TOP OF THE RISER PIPE NO LOSS OF WATER SHALL OCCUR FOR A PERIOD O 10 MINUTES. THE SIDE SEWER MAY BE r�• ,..• z CONNECTED TO THE BUILDING FOLLOWNG THE SUCCESSFUL o P, COMPLETION OF ME LEAK TEST 'a v 9 THE CLEANOUT AT THE RIGHT-OF-WAY SHALL BE INSTALLED PER P AN STANDARD PLAN 4061 THE CLEANOUT AT THE BUILDING SHALL BE BINSTAL SEWER INSTALLED TO SURFACE GRADE ALL OTHER CLEANOUFS SHALL BE WLOING TION INSTALLED TO WITHIN 12' OF THE SURFACE 10 IF SIDE SEWER STUB IS NOT AVAILABLE THE OWNER SHALL BE RESPONSIBLE FOR ITS INS7ALLAnON PER STANDARD PLAN 4061 ALL WORK "THIN STREET RIGHT-OF-WAY SHALL BE DONE BY A LICENSED AND BONOED CONTRACTOR CALL 811 BEFORE YOU DIG 11 AL- TRENCH RESTORATION FOR SIDE SEWERS IN THE PUBLIC or go CO RIGHT-OF-WAY SHALL CONFORM TO STANDARD PLAN 110 OR 1102 www co9oeforeyoua g org 12 ALL WORK SHALL BE ACCOMPLISHED IN ACCORDANCE W tH THE WASHINGTON INDUSTRIAL SAFETY AND HEALTH ACT (OSHA) TYPICAL BUILDING SEWER STD. PLAN -406,2 PUBLIC WORKS APPp� DEPARTMENT FROM PROPERTY LINE TO Martin PastUCHjV26/202 BUILDING CONNECTION —�ww�006 90 MR 5 406,2 C - 0 SCALE. NTS 1 12: 05/23/23 Rol REVISION BY I DATE SURVEYED: DESIGNED: DRAWN: SC CC CHECKED: SC A P P R APPROVED: SC SCALE: NTS ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY IL I 1 12: W-423402 S-423402 IN COMPLIANCE WITH CITY OF RENTON STANDARDS IN DEVELOPMENT ENGINEERING • NJanders 08/04/2023 DATE: VERTICAL: NAVD 1988 • SHUM SHORT PLAT HORIZONTAL: NAD 1983/1991 CITY OF 05/23/23 RENTON CIVIL CONSTRUCTION PERMIT FIELDBOOK:=== PAGE: • DATUM DRAWING N0: Planning/Building/Public Works Dept. UTILITY DETAILS C4. 1 1157 QUEEN AVE NE, RENTON, WA. 98056 SHEET: 9 OF: 12 N O N N LJ O O1 CJ I N a J u O O O O N N