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Home My WebLink AboutR-4052173 I EX. SEWER MAIN - PROPERTY Mtn _ __ _ _ SPOOL (LENGTH AS NEEDED) ? s" SEWER STUBS FUTURE 4' SIDE SEWER / y 2"x 4" STUD MARKING POST PANTED I SEWER MAIN TEE X E" TEE 8' CAP) WHITE WITH THE WORD "SEWER" STENCILED IN 3" HIGH BLACK LETTERS AND #6 WIRE w I WRAPPED AROUND THE STUD AND - EXTENDED TO THE TOP OF THE STUD. COUPLING (TYP.) a I I f 0 AD AD' SURFACE CLEANOUT WITH CAST IRON RING AND COVER I (EAST JORDAN IRON WORKS PRODUCT NO. 00367502 OR ' APPROVED EQUAL, SPECIFY "SEWER' ON LID), (SEE STD. PLAN 403.1 FOR INSTALLATION) I r �_-------- - --------------------- -�r�.A ------- JM EAGLE THREADED CLEAN -OUT ADAPTER HUB u^ -J BEND AS J & PLUG (OR APPROVED EQUAL) REQUIRED EXISTING SANITARY SEWER MAIN --2.Ox MIN. SLOP FUTURE 4" SIRE SEWER 6" SEWER STUB 6"x6'X6' WYE FUTURE E"K 4" REDUCER SEWER MAIN SIZE X E" TEE EMSTING SEWER MAIN 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 & C90o PVC MAIN - CUT IN NEW TEE USING RIGID COUPLINGS OR CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL), D. DUCTILE IRON MAIN - CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL) E. MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE AT MANUFACTURED KNOCK -OUTS OR THE STRUCTURE SHALL BE CORE -DRILLED. t 3000 PSI MIX NCRETE BLOCKING P- 1`' _a0 t2d( Z7L IAIIJ j%QPE 6„ HORIIONTAL TEE 6" MIN. SEWER SEWER MAIN MAIN CONCRETE 81 OCKINC ANGLE TYPICAL SIDE SEWER Of TEE AT MAIN FIFTWEEN 25* AND 45' NOTE: 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. STANDARD SIDE SEWER STD. PLAN - 406.1 APP VEO. • PUBLIC WORKS INSTALLATION DEPARTMENT O SEWER MAIN TO PROPERTY LINE) VARIES: 4.5' MIN. LANE LINE MARKING SAWCUT AFTER BACKFILL DEPTH OF EXISTING PAVEMENT 2" 6" HMA (SEE NOTE 2) EDGE OF PAVEMENT, EDGE J OF CURB & GUTTER, OR MIN. MIN. CENTER OF LANE MARKING 2" HMA (SEE NOTE 2) 6" CRUSHED SURFACING TOP COURSE (CSTC) (9-03.9(3)) PER WSDOT STANDARD 2" SAWCUT AND REMOVE SPECIFCATIONS, COMPACTED TO 95% OR PLANE, SEAL WITH MODIFIED PROCTOR AR-40DOW CSTC, BANK RUN GRAVEL FOR TRENCH BACKFILL (9-03-19). GRAVEL BORROW (9-03-14(1)) PER WSDOT STANDARD SPECIFICATIONS OR NATIVE MATERIAL IF APPROVED IN WRITING BY ENGINEER BASED ON GEOTECH REPORT, COMPACTED TO WIDTH OF TRENCH AS REQUIRED BY SIZE OF 0 95% MODIFIED PROCTOR, PROPOSED IMPROVEMENT (SEE WSDCr STANDARD SPECIFICATION 2-09.4) PLUS AN PIPE ZONE BEDDING MATERIAL AND COMPACTION AS ALLOWANCE FOR ANY SHORING. SHORING, IF REQUIRED BY THE WSDOT STANDARD SPECIFICATIONS NEEDED, SHALL MEET THE REQUIREMENTS OF FOR THE TYPE OF IMPROVEMENT INSTALLED, EXCEPT: WSDOT STANDARD SPECIFICATION 7-08.3(1)8 �� e FOR STORM AND WATER PIPE, PER STD PLAN 220.0 F FOR SANITARY SEWER, PER STU PLAN 405 TRENCH WIDTH " FOR JOINT UTILITY TRENCH, SAND WITH 95% PASSING A #4 SIEVE AND LESS THAN 5% PASSING A #200 SIEVE NOTES: I. WHEN EXISTING S G PAVEMENT IN A AN REQUIRING LANE EQU NG A FULL WIDTH REPLACEMENT IS BROKEN 0R DETERIORATED TO A A F' VEMENT CONDITION INDEX 7 R ❑ DE RATING OF O 0 LESS, THE EXISTING PAVEMENT IN THAT LANE, AND FOR THAT DISTANCE SO CLASSIFlED, SHALL BE REMOVED AND REPLACED WITH HMA MATCHING THE DEPTH USED IN THE EXISTING STREET OR THE DEPTH PER CITY STANDARD, WHICHEVER IS GREATER. 2, PRINCIPAL/ MINOR/COLLECTOR, ARTERIAL, & INDUSTRIAL ACCESS STREETS - MATERIAL AND THICKNESS SHALL BE HMA CL PG 64-22 AND MATCH EXISTING THICKNESS AND IN NO CASE LESS THAN 6". RESIDENTIAL ACCESS STREETS -- HMA CL J" PG 64-22, THE THICKNESS SHALL BE THAT OF THE EXISTING PAVEMENT SECTION AND IN NO CASE LESS THAN 4"_ 3. WHEN THE "SAWCUT AFTER BACKFILL" ENCROACHES INTO AN ADJACENT LANE, CURB & GUTTER OR SHOULDER, THE AFFECTED LANE SHALL BE PLANED AND OVERLAID WITH HMA FULL WIDTH, THE CURB & GUTTER SHALL BE REMOVED AND REPLACED, OR THE SHOULDER SHALL BE PLANED OR REMOVED AND OVERLAID WITH HMA. 4. IF TRENCH UNDERMINES EXISTING SIDEWALK AND/OR CURBS, THEN THE SIDEWALK AND/OR CURB SHALL BE REPLACED FROM EXPANSION JOINT TO EXPANSION JOINT. 5, IF TRENCHING THROUGH EXISTING DRIVEWAY OR SIDEWALK RAMP, THE DRIVEWAY OR SIDEWALK RAMP SHALL BE REPLACED TO MEET ADA STANDARDS. TYPICAL LONGITUDINAL PATCH PLAN - 110'1 PUBLIC WORKS FOR FLEXIBLE PAVEMENT OR f' 'I� � Till DEPARTMENT RIGID PAVEMENT WITH OVERLAY A i SAZEI DESIGN GROUP, LLC 6608 110TH AVE. N.E. KIRKLAND, WA. 98033 TEL. (425) 212-2280 FAX. (425) 889-6887 r RAISED EDGE DETAIL W LEVEL �{ 1,r EXTEND SIDEWALK TRA}N[SVERSE r-C' v-0, „d- P,4 p it JOWTS TO u C9AI'X RNSED EOGE AIL; DING r 1•ll- f.= gtyaYL • ' SEE IllD EDGE r-tr sLDeWALK DETAA-TFR3a,. ALLCUF 1 NR lrrrrgR [ryPX FORCUPBETAIS SUVGDAN101 09 -,yL SEE Sra PLAN 3Ct I 1rr LIh1 R r"P.1 1 �-� 111'PF1AL u' sloEx'Aex L41TH RAISED EDGE 1'&' [INl PRE40EDED JOI NT FIIlE R FYPlcAL wTffiAE APPI%JABLe FORCURO to TARS SEE am RAN 101 AICSVNG ROAOLS•AY : ' CIL+a$HEDAOCKOASI WED SUPfAC1NO TOP COURSE Sr STCI I fO 95% y.'Xa•FIEi1 NRGI,1Cw 4 REOVRELeN1 WAAtD 9Y EERI TYRGU. UNDER AIL CURB R A SIDEWALJL OM TINDER a, GUTTER TO IRS E•T1H704IE&5 ON 1011P1M0 ROADWAY CRVSHCII ROCK IMNIE iEVER IS GREATER TIYP FOR 1Ra & GJrrm FI XISHED GRA[lE S-pNI6EtOM1V TOPOFCOINCRFTE RFACE t-g, SIDEWALK ADJACENT TO CURB r. tr r •!r NIN Flea D NG IQ' IINI R fT+•P I FOR CURA DETAILS 12D'R 1 Iy 131'. SEE STO F1lVH let rr s. ir'rf BRIDGE OR PEDESTRIAN RAKLNO tH ADJACENT TO CURE FOR CURS OVALS BARNitR.eCC sTDEWALx SEE ST.7 PLAN 101 15 TEE PFlL SI OF£51 RALHI^ ALL OR BARR'FR IIII 1rr ftNj R ITTP I KOLl7A[X rLusN ssx lrr N1 R 5[ VER}Ix sf OT04 ' EiN• 'i 31r.=Ny20TRLo'D JOLYTFRLfp1y ADJACENT TO CURB AND RAILING OR WALL vRSruycnEG JOuIYT nuum F O R 51GE NLWFER STRIP "ILATMENT StIIEWAix SEDEAYAL K ADJACENT TO WALL DETAIL SIDEWALK DENOTE 1a1 SCG7-DNS T L t;1L fR ROR CURB ANDETAU w: &1L 1.ANa !FE BID PLAN 10 T '�• .1 BRppAICD FINISH OR MATCH C]05t1F1G . 1RO EELED�PCw6 5'•d TLR FIwsIEncRACE ORPLANUAG-FOSHIFPA[TE sLHiFAA:E FOR PLJUJTlf:G - FLU SH I E pRl•>:O CEMENT CONCRETLCURR icwn AND GUTTER 5,Ia#VM ADJACENT TO BUFFER STRIP r ~: FOR Cufm DETALS SEE ST4 PLAN - If Sol r_r ' f x 11S TD v4• NOTES ` f I. Fact fret of BIo sidewalk W1d'JI &twA be the nlinlrrum poguxuUn :CC" 00lepte I'�GIe of 1A7MI end hdnsontal ab Anucnions. GraBngl, Accm Corers, JuncW Some, Cable emmc Pull Nn LI and othepath . fth D1e sldewrM TIUStlQ nUSk3 SU must ha fNJah wlD1 wrfLlpD. and ma1G1 grade of the zk*wak 2. MMp1iI Nr Ce"m Cpnvete Cw4 and SI40-1L Is not oar nlned In new Far other referenced NOTE$ see tanitlurlian. When Teplacemerrt work STO PLAN 104.2. nC[lShcLAleS ■ Mpnollth[C Cement CDALTete Curb build per WSDOT Stanclam Pion F-30 1043 Paved Surfaces must Comply wish 3 Co ele b bt 4,DDG PSI, S70 PLAN 102-1 as applicable • PUBLIC WORKS DEPARTMENT caXTnADT1ONIxwrr • r • ,an . pE 9l0EWNJIONlY �� f.1 � e ••. ' FULL -DEPTH S 06450I JOINT w NOTH = I CURS AND SIDFNALK C1Rt S10 FLAN IOLLJ sw C CONTRACTFDN JOINT JOINT AND FINISH DETAIL . s .. JOUIT FILLER E FULL-0Q0FTH EWANSrON JOINT STI) PLAN - 102 CEMENT CONCRETE F .i SIDEWALK � o I LAPrE } LANE I. I I' I { �.. INITIAL 2" DEEP SAWCUT OR GRIND, AND II LIMIT OF FINAL OVERLAY, GRIND AND PAVE j { I } rF r FULL STREET WIDTH OVERLAY REQUIRED. I r , I J 9 K F { 1 f+II r. [ 1 rr I f { I+ [ I [ EDGE OF EXISTING PAVEMENT I I. EDGE OF TRAVELED LANE (EDGE STRIPE) I I / L.. r VARIES: 4.5' MIN. SEE STD PLAN 11 ( 110.1) r / I CENTER OF ANY MAWFO LANE LINE, PROVIDE NEW CHANNELIZATION I AFTER OVERLAY r' I SECONDARY FULL DEPTH SAWCUT FOR r I PROPOSED TRENCH I. INITIAL 2" DEEP SAWCUT OR GRIND, AND LIMIT OF FINAL OVERLAY. AND PAVE FULL STREET WIDTH OVERLCAYNREQUIRED LANE LANE LANE T AND NOTES SEE STANDARD PLAN FOR TYPICAL SECTION 110.1 STD. PLAN - 110.2 !� PUBLIC WORKS REQUIRED SAWCUT, GRIND AND l'I'l�' i;11 DEPARTMENT OVERLAY FOR LONGITUDINAL TRENCHES /0.� 13"x24' PLASTIC METER BOX EQUAL TO MID -STATES PLASTIC, INC. BCF SERIES MSBCF 1324-18 WWTH 1.75' THICK DUCTILE IRON DIAMOND PLATE COVER EQUAL TO MID -STATES PLASTICS. INC. MSCBC-1324-R WITH READER LID AND 2" DRILLED HOLE FOR TOUCHREAD FIT LID (SEE DETAIL A -A) 3F" MIN COVER NEW DUCTILE IRON ,NATERMAIN 9' MIN 12" MAX FINISH GRADE E N 04 22-1 /2' CITY �IVATi PIPIJ6 PIPING IIN UNIMPROVED RIGHT OF ? WAY INSTALL METER BOX AT J PROPERTY LINE WITH 12' LONG COPPER TAILPIECE, w I SIDEWALK $ 1 FTOUCHREAD WATER METER TO BE --1J 12' SUPPLIED BY E THE z x C CITY TYPE "K" SOFT o COPPER TUBING v f IF SERVICE LINE TO HOUSE IS TO BE INSTALLED IN THE FUTURE INSTALL FORD C14-33 OR 44 FIPT x COMPRESSION COUPLING LLOOP DOWN TO CENTERLINE OF WATER MAIN TO PROVIDE SLACK IN COPPER COPPERSETTER FOR 5/8"x3/4" METER: FORD SERVICE LINE TO METER. VSH72-15W-44-33G, OR WOONALD BRASS: 21-215WCQU33, OR MUELLER: 3/4-8--2470-2 WITH ANGLE BALL VALVE ON INLET AND SINGLE CHECK VALVE ON OUTLET CORPORATION STOP WITH BALL VALVE. FORD COPPERSfTT£R FOR i" MFTFR: FORD V13H72-15W-44--44G, OR TAPERED THREAD (CC). QUICK JOINT McDONALD BRASS 21-415WC0044, OR MUELLER, 1-13-2470-2 (3/4" FB1000-3-Q) OR AY MCDONALD 4701E BOTH INLET AND OUTLET WITH QUICK JOINT. PADLOCK WINGS ON (1" 1`131000-4-0) OR AY MCDONALD 4701E INLET ANGLE $ALL VALVE AND SINGLE CHECK VALVE ON OUTLET, ALL FITTINGS 5HALL BE WITH QUICK JOINT, NOTE. ALL METER BOXES INSTALLED WITHIN CONCRETE OR PAVED DRIVEWAYS SHALL BE CAST-IRON EQUAL TO OLYMPIC FOUNDARY. EXPANSION JOINTS MUSH BE INSTALLED ON BOTH SIDES OF METER BOX. A = KILL 2 - UTA, HULL F ❑K AMK LAU 1 LIMA I IC IETER READ) TOUCHREAD DEVICE 2-1/2" MIN. FROM NEAREST AND FRONT EDGE OF PIT LID 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 SIDE OF MORE THAN ONE RM 3/4" OR 1 GALVANIZED PLUG PUBLIC WORKS 34" AND 1 " WATER SERVICE STD. PLAN - 320.1 + + I]I PARTMENT n NOVEMBER 2009 VARIES: 4.5' MIN. LANE LINE MARKING SAWCUT AFTER BACKFILL DEPTH OF EXISTING PAVEMENT G" HMA (SEE NOTE 2) EDGE OF PAVEMENT, EpGEJ OF CURB & GUTTER, OR MIN. MIN. CENTER OF LANE MARKING 2" HMA (SEE NOTE 2) 6" CRUSHED SURFACING TOP COURSE (CSTC) (9-03.9(3)) PER WSDOT STANDARD 2" SAWCUT AND REMOVE SPECIFICATIONS, COMPACTED TO 957 OR PLANE, SEAL WITH MODIFIED PROCTOR AR-4000W CSTC, BANK RUN GRAVEL FOR TRENCH BACKFILL (9--03.19), GRAVEL BORROW (9-03.14(1)) PER WSDOT STANDARD SPECIFICATIONS OR NATIVE MATERIAL IF APPROVED IN WRITING BY ENGINEER BASED ON GEOTECH REPORT, COMPACTED TO WIDTH OF TRENCH AS REQUIRED BY SIZE OF0 95% MODIFIED PROCTOR. PROPOSED IMPROVEMENT (SEE WSOOT STANDARD SPECIFICATION 2-09.4) PLUS AN PIPE ZONE BEDDING MATERIAL AND COMPACTION AS ALLOWANCE FOR ANY SHORING. SHORING, IF REQUIRED BY THE WSDOT STANDARD SPECIFICATIONS NEEDED, SHALL MEET THE REQUIREMENTS OF FOR THE TYPE OF IMPROVEMENT INSTALLED, EXCEPT: WSOOT STANDARD SPECIFICATION 7-08.3(1)B L I * FOR STORM AND WATER PIPE, PER STD PLAN 220.0 * FOR SANITARY SEWER, PER STD PLAN 405 TRENCH WIDTH * FOR JOINT UTILITY TRENCH, SAND WITH 95% PASSING A #4 SIEVE AND LESS THAN 5% PASSING A #200 SIEVE NOTES 1. WHEN EXISTING PAVEMENT IN A LANE REQUIRING A FULL WIDTH REPLACEMENT 15 BROKEN OR DETERIORATED TO A PAVEMENT N CONDITION INDEX RATING OF 70 OR LESS, THE EXISTING PAVEMENT IN THAT LANE, AND FOR THAT DISTANCE SO CLASSIFIED, SHALL BE REMOVED AND REPLACED WITH HMA MATCHING THE DEPTH USED IN THE EXISTING STREET OR THE DEPTH PER CITY STANDARD, WHICHEVER IS GREATER. 2. PRINCIPAL/ MINOR/COLLECTOR. ARTERIAL, & INDUSTRIAL ACCESS STREETS -- MATERIAL AND THICKNESS SHALL SE HMA CL 4." PG 64-22 AND MATCH EXISTING THICKNESS AND IN NO CASE LESS THAN 6". RESIDENTIAL ACCESS STREETS - HMA CL E }' PG 54-22, THE THICKNSS SHALL 8E THAT OF THE EXISTING PAVEMENT SECTION AND IN NO CASE LESS THAN 4". 3. WHEN THE "SAWCUT AFTER BACKFILL" ENCROACHES INTO AN ADJACENT LANE, CURB & GUTTER OR SHOULDER, THE AFFECTED LANE SHALL BE PLANED AND OVERLAID WITH HMA FULL WIDTH, THE CURB & GUTTER SHALL BE REMOVED AND REPLACED, OR THE SHOULDER SHALL BE PLANED OR REMOVED AND OVERLAID WITH HMA. 4. 1F TRENCH UNDERMINES EXISTING SIDEWALK AND/OR CURBS, THEN THE SIDEWALK AND/OR CURB SHALL BE REPLACED FROM EXPANSION JOINT TO EXPANSION JOINT. 5- IF TRENCHING THROUGH EXISTING DRIVEWAY OR SIDEWALK RAMP, THE ORIVEWAY OR SIDEWALK RAMP SHALL BE REPLACED TO MEET ADA STANDARDS. TYPICAL LONGITUDINAL PATCH' PLAN- 110.1 PUBLIC WORKS FOR FLEXIBLE PAVEMENT OR < 1'1J DEPARTMENT RIGID PAVEMENT WITH OVERLAYRMA" o A. a 9 REVISED PER CITY REVIEW RAD 4-2-11 RAD SURVEYED: P�F WAS�F ° y�ycc� RECORD DRAWINGS RAD 12 3 20 DESIGNED: oo R. DECCIO Z DRAWN: 4 LR 25693 �4v FS F�l STERF G� CHECKED: I►.sAnA-A1 F_�F R. DECCIO 12-3-20 N0. REVISION BY DATE APPR APPROVED: R. DECCIO SCALE: VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 1 "=20' PRI ONE INCH DATU M AT FULL SCALE Planning/ IF NOT ONE INCH SCALE ACCORDINGLY DocuSign Envelope ID: 6EECF5B&6U2A-4E4A-B436-A317AA638876 SEE STANDARD PLANS 110. 110.1. 1102. AND 111 FOR PAVEMENT RESTORATION REQUIREMENTS SURFACE RESTORATION AS , SPECIFIED IN CONTRACT DOCUMENTS 72" MIN EXISTING PAVEMENT SURFACE --�- ---- ------- 5' MIN. , SEE NOTE 4 NEATLINETRENCH 'CRUSHED SURFACING TOP COURSE" PER WSDOT STD. SPEC 9.03.9p). COMPACTED v O TG 95% OF MAXIMUM DENSITY Q Q CRUSHED SURFACING TOP COURSE" PER WSDOT STD. SPEC 9-03-9(3X, "BANK RUN f GRAVEL FOR TRENCH BACKFILL' PER WSDOT STD. SPEC 9.03.19, OR "GRAVEL BORROW PER WSDOT STO. SPEC 9-07,14(1), COMPACTED TO OF MAXIMUM DENSITY 95% :.� v fl BENCH AS NEEDED FOR SHORING SYSTEM WHEN DEPTH IS 4' OR GREATER I PIPE PIPE ZONE BEDDING AND BACKFILL j PER STO. PLANS 220.00 AND 220,11) !I �- SEE NOTE 1 UNPAVED AREAS PAVED AREAS I NQTIES: 1. SEE WSDOTIAPWA STANDARD SPECIFICATIONS SECTION 2-09A FOR MEASUREMENT OF TRENCH WIDTH. 2. EXCAVATIONS OVER a' DEEP SHALL COMPLY WITH THE SAFETY STANDARD OF SCRI BED IN CHAPTER 2WISS PART N OF THE WAD. 3. MAXIMUM BACKFILL DEPTH ABOVE PIPE SHALL NOT BE EXCEEDED, AS DETERMINED BY PIPE MANUFACTURER, 4. IN PAVED AREAS. IF PIPE HIS LESS THAN 3' OF COVER. USE "CRUSHED SURFACING TOP COURSE' FOR THE ENTIRE EACKFILL DEPTH ABOVE PIPE ZONE. 5. SEE CONSTRUCTION PLANS FOR SPECIFIC PROJECT REQUIREMENTS. UNLESS OTHERWISE NOTED, DRAWING 15 NOT TO SCALE [NTS} STD. PLAN - 220.20 P 120 PUBLIC WORKS �• TYPICAL TRENCH AND BACKFILL GAZ 9/28/2018 :45 A �11 DEPARTMENT vw.w.a wm..•wI. DA1t '--cuSign Envelope ID: 6EEC:F5B6-602A-4E4A-6436-A317AA638878 CONFIGURATION ON SLOPING GROUND - DOWNSPOUT' WITH CLEMiOuT FILTER, SEA ❑ETAIL CLEAMW PER STD. PLAN 226WO 10 MIN, LEVEL TRENCH NRTH PERFORATED PIPE, SEE NOTE 1 s• MIN. 5, MIN-- 4 I � I CL_EANdIT PER � STD. PLAN 7!&AO I ro $TORN GRAIN SYSTEM I - - - - - - - - - - - - N BYPASSI FOOTING DRAI- I 5 5, MINCLEIWOUT PER . MIN. I M. FLAX 2tgpO I TO STORM DRAIN SY$TEM I Fr EA SEE DETAIL 10 MIN. LEVEL TRENCH WITH J� PERFORATED PIPE. SEE NOTE 1 1 - - - - - - - - - - - - - - - - - - - -� CONFIGURATION ON FLAT GROUND PLAN VIEW OF PARCEL COMPACTED TOPSOK OR OTHER CLEAN FILL NONAMDVEN GEOTE> LE FOR$WARATION S'MIN. PVC ON TOP AND SIDES OF TRENCH PER WSDOT PERFORATED PIPE SPECIFICATIONS SECTION 990.2(1)TASLE 3 PER ASTPA D1765 saLro 6 MIN. n \ FRIER 9CLiE tra 1q-MIH. I v2,-aw wASHEO ORAIN ROCK 7S TO GROUND 24 MIN. TYPICAL DOWNSPOUT UNLxgTUREEDRATTYE SOIL MIN. T AeDV E SEA.$pNAL XIGX FILTER DETAIL GROUNDWATER TASLE SECTION A kDTESF I. TRENCH LENGTH TOME W FEET IN LENGTH FOR EVERY 5,DW SF OF CONTRIBUTING IMPERVIOUS SURFACE, OR 35,000 SF OF NON-NATIVE PERVIOUS SURFACE, OR PORTION THEREOF. GENERAL NOTIE$1 I. 1NF1 T M F RUNOFF •F Y P XH M T LIRA IONOODING EC U RED TO LINO FROM SINGLE L OR aU ES OR O CONTROL DEPARTMENT GU BASEMENT FLOOOTNO. CONSULT WA DEPARTMFM OF ECOLOGY ftEGU[AilONS FOR UNDERGROUND WJECTKII R D CONTROL PROGRAM IULCI FOR OTHER TYPES OF RUNOFF MANAGEMENT. 2. MPERVIM5 AREAS LARGER THAN 10,0W SF AND NONE TIVE PEWK)US AREA$ LARGER THAN a5M SF MAY REQUIRE LARGER PIPE AND SHOULD BE DESIGNED BY CIVIL ENGINEER g. THE PERFORATED PIPE LAAY NOTBE PLACED INACRITICAL AREA SUFFEROR ON SLOPE55TEEpER THAN 1111 4. 3EE CONSTRICTION PLANS FOR SPEGFIC PROJECT PEi!IU1REMENTS. UNLESS OTHERW NOTED, DRAWING IS NOT TO S[AIE [NTSI PUBLIC WORKS PERFORATED STUB -OUT STD. PLAN - 263.40 'PP D `-i� DEPARTMENT [QNNECTI�N GAZ 9/28/2018 j :45 A DAIS CITY OF RENTON uilding/Public Works Dept. R-405217 IN COMPLIANCE WITH CITY OF RENTON STANDARDS AVON DEVELOPMENT 2 LOT SHORT PLAT DETAILS DATE: 4-2-19 PAGE: R-405207 SHEET: 7 OF: 9