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Home My WebLink AboutzS-3684SetA PORTION OF THE NW 1/4 OF SEC 5, TWN 23 N, RGE 05 E, WM KING UNTY, WASHINGTON Fix li - -_ -- N 26TH STREET ' �/ -�❑ -p P P P P P .� �E 1 0 d IF o J —LX c i ! WATER ,A4AIN EX SSVH \ \ L / w w N 1907?6 9° �I' - `� SAWCUT EX ASPHALT PAVEMENT E* 1309336 ° ` �6.5' WIDE PATCH PER O RIM =196 ac, o�i� DETAIL 110 TYP X ] i_F 8'� SS 11514 s s (TYP) �-- s�� - s - _� �� 0+99 s -,_._ s •, ` r- SD 4 5- 14.269 D _ D 16 PE 2 CONCRETE R '� 'CONCRETE OR F _. _ OF ROW ! ASPHALT o / I 16' PERVIOUS - - -- D- EX CB i I_ ILL! N 19072_.51 'o E.13023 9. �' _ DRIVEWAY _ �+ ASPHALT X RIM 199 6a EDGE OF EX PAVEMENT APPROACH - a_ DRIVEWAY IE= 198 -14 e NE,SE i8% MAX SLOPE APPROACH �I - IE 196.4'. 12 E,,v � � � _ "15 LF, 6Y SD �� 89, MAX SLOPE'- O 5 =4.608 / = 0.21' N 89'03'54" W 21 1 EX 10 F SD 9 1 RETROFIT EXISTING FIRE HYDRANT WITH 5" STORZ ADAPTER - P - -- — P — - -- P - - -- PI P CONNECT TO IX 8" DI WATER MAIN PER CDR SIDS. (TYP) 4- +04 CONNECT TO EX 8 "0 SS PER CDR STDS_ (TYP) D i D � L — p —_ 16' PERVIOUS \ EX S CONCRETE OR - N ASPHALT ' E ^_o DRIVEWAY 3 - RI I _ , APPROACH 87 MAX SLOPE co, N N _�- - - - -- -- SEWER E 1,302--66,-,l E, / — - -- , CONNECTION IE= 206.5 - - -_ ADDITIONAL ROW _- --' - --- -° ��___-_______.� _ I ' EX C � PER DETAILID406.� (TYP) - Rfi, - 199. - 1 �X SDCO ROOF DRAIN , SDCO ROOF DRAIN ' v> > TO BE DEDICATED CONNECTION IE =208.9 / IE -198 31 6" E N SDCO E=207.6 ° SS CR 05 5 E E =19831 6" N \V CATS a h � ;: IE =200.5 S 2 %DM® _ 'I ! EXTEND SERVICE, R =p CONNECT TO IX. ,� - - EL SDCO ROCKERY �_ I j CITY INSPECTOR TO VERIFY 4r -- --- -- -- - _ IX )4' WATER METER 0 CONNECTIONS IE= 2115.0 CONDITION OF IX CATCH iCB TYPE 1 5' PRIVATE STORM SS STUB - r SDCO ROCKERY DRAIN - - - - - - - - - - - - - - - - N :190701.07 EASEMENT BASIN LAC REPLACEMENT ISRREQUIRED. E:1302388.06 IE =205.0 ;CONNECTION IE =208.0 f % 1DN1 RI13023660 6 "0 SO 0 S =2% MIN 3A" WATER SERVICE PER SO IE =213.7 I / a IE-199.00, 6*0 SEE DETAIL SHEET 2 'DETAIL 320.1 (TYP) / \ LOT 2 TO UTILIZE IX SIDE SS CR =212.7 (EST) i; I SEWER CONTRACTOR TO VERIFY �FF�tVV TI OCATI�N & ELEVATION EE 2 11 15.0 (EST) EDGE OF IX PAVEMENT 6' KEYSTONE BLOCK WALL BUILDING PERMIT WILL BE 3 \ REQUIRED (TYP) / 29' II � FP =209.0 I 3 y/ 10�' � FF= 210.5• / y •• S5BACK FF =217.5 C h FF =224.5 co ro c-V Q 3 �, Q '. TOP OF SLOPE ROOF DOWNSPOUT INFILTRATION TRENCH PER DETAIL ON SHEET 1 , �o 1 � I, UT -02. SIZE TRENCHES 30 LF S' 'i p PER 1000 SF OF ROOF AREA N V - Ml /y I I 1 (TYP) I ROOF DRAIN i� A _ -- --- - -- - - - -- -- - - - - -- - - - - - CONNECTION - - I x-2161_A� 0 o - - - -Ir -214 z /r \ �i - N 89'03'54' W 207.60' r _ S 3 6840 RETROFIT EXISTING FIRE HYDRANT WITH 5" STORZ ADAPTER CONSULTING ENGINEERS LLC WARNING: SU°°°W' ""°a °"" I ® F I ®I®►I .., Q5 eJe.al WeY. WA THE UTILITY LOCATIONS SHOWN www.eamcivil.com� I" ARE APPROXIMATE ONLY. DEPTH."'"' UNKNOWN. CALL 1- 800 - 424 -5555. ESM JOB #258- 040 -012 0 FIRST SUBMITTAL I ESM 12/04/131 "'""E1EP ... : rrn,Nw:.,tee 'N w,X. /,�, CITY OF 1 SECOND SUBMITTAL ESM /28/13 oESex � 1 X10 !L 2 THIRD SUBMITTAL I ESM 14/25/131 3 FOURTH SUBMITTAL / �°"E R E N TO N „ g /Public Works Dept. IF, .E. NO. REVISION BY DATE APPR .Y"aahn. w "COfldNLy 1 -1 SCALE: 1 " = 10' 10 5 0 10 20 CONTOUR INTERVAL: 2' CHECKED FOR COMPLIANCE TO CITY STANDARDS aNe N 26TH STREET SHORT PLAT 06/06/2DI UTILITIES PLANS & LJT-01 DRAINAGE CONTROL PLAN . 1 °Y.2 w 2 U 0 O a V.2V MASTIC IETR BOX EQUAL TO 110 - STATES MASTIC. INC. BCE 53SS Mw5 1324-1! W H I.75• l= DUCRE WON GAIOm RAM COWER EQUAL TO 100-STAIES PIASR6. NC YSD3^ l2 MEN fll➢Bt US AND Y MISS H02 FOR 101CHREID INT ED (SE DETAIL A -A) B• r GOIOE . s ]6• Iw Owl 12• TYPE •A• SIFT COPPER W31NG ED WE �R ®O l�>S µNfMIPr ' 1'9' OUW M ONTEmYE OF WAFER WN TO RTWYE SId Re CD`F£R �CARFPVLMR FOR 5.A•• :3/s• YERR FOAL SERVE {WWI TO MERE' iBIR- 15F{F]!6 OR HLL59 M- 2150CI OR YIEIIM V4- }24)0 -2 WITH ARSE WALL VALVE ON NUE AND 9M'iEOEC<V w m WTEET ROtw1bY SMP Wm HA L TALK FORD Fee i' p FOeO mjNT l5YF4F -ac. ON LIED THREAD (cm QUICK .ART HNDONAID BIN@ 2I- 415WCOON. ON MLELIER 1- 8- 247D-2 i FBIODOF-}D) OR AV YC19WD 4MS SON MEET MN OUTLET WITH Q TOR y . PADLOCK WINDS ON FOInDo-4-Q) m AV MccceNe 0 ♦JOB RAPT Tm uE: amix VBE Am smo : CiEm YYVHE M OU T. TLE NOTE: ALL NEER O0IE5 N51NIID W. CONCRETE W PAVDI OMVEW'AVS SHALL BE CAST-4W EOUK T3 MWAF4C FO NIMMI pPM190\ JOINTS MUST HE NSTNLLL ON SOl1 ffi OF WEER . PNL 2. OA HOE FOR Wi (W'OMPC METER READ) MUC REND DEAD: L _ 2-l/2• MIN. FROM FEAREST F - AND FROI- EDE OF HT UO TWYCN. � I NOTE: THE OOrER OF Tn= 110E MIST ME AT LEAST 1• FROM ORSIN AM MISS SEESS ,FE WIN PA AUtIS ME NOT M IBITETI AGAINST THE 03N SIDE 6 MORE TUN ONE R PWG POBUC WORKS 9147 AND 1e WATER SERVICE SM PLAN - =1 DEPARTMENT NOVEMBER 2CGS PROPERTY EGAE i RN UNYAMYE] REtT OF O WAY 1MSTALL YEIq BCK AT W I C' PROPERTY UNE MRI W IN Z \Y'i g• LONG COPPER TNWECE. TEE WTH B" SIDE OUTLET al ,9DEWAq al 12• TYPE •A• SIFT COPPER W31NG ED WE �R ®O l�>S µNfMIPr ' 1'9' OUW M ONTEmYE OF WAFER WN TO RTWYE SId Re CD`F£R �CARFPVLMR FOR 5.A•• :3/s• YERR FOAL SERVE {WWI TO MERE' iBIR- 15F{F]!6 OR HLL59 M- 2150CI OR YIEIIM V4- }24)0 -2 WITH ARSE WALL VALVE ON NUE AND 9M'iEOEC<V w m WTEET ROtw1bY SMP Wm HA L TALK FORD Fee i' p FOeO mjNT l5YF4F -ac. ON LIED THREAD (cm QUICK .ART HNDONAID BIN@ 2I- 415WCOON. ON MLELIER 1- 8- 247D-2 i FBIODOF-}D) OR AV YC19WD 4MS SON MEET MN OUTLET WITH Q TOR y . PADLOCK WINDS ON FOInDo-4-Q) m AV MccceNe 0 ♦JOB RAPT Tm uE: amix VBE Am smo : CiEm YYVHE M OU T. TLE NOTE: ALL NEER O0IE5 N51NIID W. CONCRETE W PAVDI OMVEW'AVS SHALL BE CAST-4W EOUK T3 MWAF4C FO NIMMI pPM190\ JOINTS MUST HE NSTNLLL ON SOl1 ffi OF WEER . PNL 2. OA HOE FOR Wi (W'OMPC METER READ) MUC REND DEAD: L _ 2-l/2• MIN. FROM FEAREST F - AND FROI- EDE OF HT UO TWYCN. � I NOTE: THE OOrER OF Tn= 110E MIST ME AT LEAST 1• FROM ORSIN AM MISS SEESS ,FE WIN PA AUtIS ME NOT M IBITETI AGAINST THE 03N SIDE 6 MORE TUN ONE R PWG POBUC WORKS 9147 AND 1e WATER SERVICE SM PLAN - =1 DEPARTMENT NOVEMBER 2CGS BO- ALLOWABLE MAX. FOR CAST IRON PIPE OR DUCTILE IRON PIPE. CO 0�1 1:3:5 MIX T.5 ` CONCRETE BLOCRUNG CA+' 2R NIN SLOPE HORIZONTAL 6" SIDE OURET SELL SEWER SEWER MAIN MIN. MAIN CONCRETE BLOCKING ANQ.E TyPICAL SIDE SEWER LLVADON OF HE AT MAIN OWER 95 ELEVATION NOTE: UNLESS OTHERWISE SHOWN ON PLAN. SIDE SEWER SHALL HAVE A NNMW 25• COVER AT PROPERTY LINE OR 3 5' LOWER THAN THE LOWEST HOUSE ELEVATION. WHICHEVER IS LOWER. PUBLIC WORKS STANDARD SID! SEWER M. PLW - 4061 DEPARTMENT INSTALLATION (EEnER MAR4 TO PROPERTY LRNE) MARCH 2010 CONSULTING ENGINEERS LLC WARNING: Suin,RES Avenue South I ®I ®ICI Fede 205 FaEOreI Way, WA "003 THE UTILITY LOCATIONS SHOWN www.esmcivil.com W° %�N° CAO � I Pmjecl Mompe I ImBNA�ic ARE APPROXIMATE ONLY. DEPTH ""M """ ment .oppee hit.- UNKNOWN. CALL 1- 800 - 424 -5555. ESM JOB #258- 040 -012 1 nlr MV r 'LS� rllrl rAIV _ / ? 11- 11 AC 3 - / �i �FP< O IRS 02 LJC a 'A'RM -H TF F FL -01 •�� , �, / / /• / / �CF'JVR IINF CR Y J E" INi.:G CF C 's T / / t LANL _I1.a E. V N. ^ "1rrT11 Or GRINC Ot EA'ALUI AnJ NEMC'Vt W.•R =s: 6.5' N11P. T' V r VAR _S V l• UI • ::I }A lld; 'All MI M Inlw nRm nun nun aN •1.- ul•» ti GL TWIG e) / '• WA J A.P / K / C E R / / // C `' V CRUSHED SLPFnO G TOP CO..REF. murACT TO 95% RED R J P=CCroz. .fC i AD READY / U, 11 it L LA_ H I / 140A. < `t T t t -1n n (.AI'S DU 11 II i AAION.. IF AVWJ I- Yi IINV RV WF FII IN- OGU CT TO R:2 WDT 10- TTDMII AS 710.19 D1' SIZE O- FROPOSOJ FNXI LV 11. J11 NY <Q.LI :GNI "LG `).YUU YIf OAtV SRC_ NIA II.YJ £ -li.41 NITS 4N AI YNANCF FT AVV SH:IRNG .HER 4f., = Fl- E ZONE EED'IhC. MATEdG_ All CWPACTCN NLLUJ. 9 A_L WILL I IL iLIJ.�II<_I: _V 5 C C_UJI - AS "Q_IRED ET HE WSCOT STANDARD iTarrnRJ SF_ _S-Cnnal ?- 00.3y)e - SFFC`CAFOF FOR -Fr rTF O- :•rP9MfF4T IM ' L. F: P NOTFS, SrF STAPDAPL P AN 111.1 4 O ®4 PUBLIC WORKS TYPICAL TRANSVERSE PATCH BID. nW - 110 !R DEPARTMENT FOR FLEIORLE PAVEMENT MAY 2(100 Im IFW,,YA L� . /L111114-1 L 1 L III L MYAMROTOAVN - MLOWIFOIIFNLI 2"y Om IgPPE : \\ BiAwAWIw e lOel®WIWIm R ORRRNO0.0.N. FEWONq _QF4 LR"ARl( \ 0120WE.Y A•DAimFI. W<AWO=eW � Rnvt laF smYrtYalOa GW 40'0 \\ MIIYM®EYT. - R NWMmIrt1ERMO.EAN UWE W F sm. NOIF9: 1. PPENAl9UNJ3NLONEQ PVy LOPE TNIPIE WALLPO.YEIIIY181E (Wq.IF rw4mINV FOtbTIBIG 2 R1E mRIF E FCOIINR OIMN BY31BA9IJE P W VAIELY MNRAPEO 3 FIDN MTIERN BIIgAO S 1011E NFARF9F CB IF gRADE AllAAB, qi n SEES RF1IT gAWi1RGN ®. 4. NDOF DMN COEIfCfOR4 MUST BE A WLYffiI FOR GP/p1Y. S�0 FIX AYENR PFM fCON. TYPICAL ROOF DRAIN 91'D. PLO _ 880.00 4 ! ®� PCBUC WORKS COLLECTION STORES SYSTEM W�� DEPARTMENT CIVIL PLANS MARCH 2008 NO. REVISION ' 1 1 (flfisJJf., 4RW.IYI.JYjFIIN.N L .'Ame WIE NFMYIRR N RNME MYBEIDMRmNL Ctl.PPB1eWNH A WINAIIM J E ,_ APwR TFE.R cNeeeWMATeam CLORNwrt ORAL LTA G <n I ` L 1MgMRYQPON MDOROCi NV111m1& i MMemerssrevw R/aCWwRDm WLf.1 MPtlIRM'oeNA J IO Wee. TlfIMN NOTE YIN.POEBEEFW PPEEnM MBAMAME1t PVC. R CPET X wN1 PDLYETRN91EgDFN ®ED WRNREXDIR} DEL PUBLIC WORKS TYPICAL PRIVATE ROOP DRAIN M. PUN - 8£6.10 ' iT ' DEPARTMFNT COLLECTION SYSTEM CROW SECTION MARC-T 2008 q 24' BEMM A-A 4 "0 RIGID 6' MIN SF OF PIPE WASHED F 1.5.0 TO r? rOAw wPn BANG wun ,NENeNRHGDPFwxR MBCTAMOLNAR ARNRWdT SECTION "BAT FRW.W MN so=ON PIPIT LLLOWAMEN REfiOI®O! RANOWOEIE PROPERTY EGAE i WDDu FUTURE 6" BIInUND 9EIIER PIPE ' BUILDWD SEWER IN Z \Y'i wlDellL'.up, 6•X6•%5• WYE 4• STUD MANKIND POST PAINTED TEE WTH B" SIDE OUTLET SURFACE QEANOLiT WITH WHITE WTH VIE D *SEWER' STENOLED it CAST IRON RNC d COVER N S FISH BLACK LETMERS AND P WIRE I (SEE 510. DRIP 405.1) WMPPED AROUND THE STUD AND FS EXTENDED TO THE TOP OF THE BD. R" SIDE SEWER AND BIRONG sne R ACCEPTABLE PROCEDURES: FOR SIDE SEWER CONNECTIONS TO MAIN ENDS ARE AS FOLOW9 A MTNSIED C1AY MAIN - CUT IN A NEW ME USING FLEXIBLE COUPLINGS DERNCO OR APPROVED EQUAL). B. CORDER! MAGI - CORE -DMUED WITH A ROMAC SADDLE (OR APPROVED EQUAL) G PVC MAN - CORE -DRILLm WITH A SOMAS SADDLE (OR APWROVEO EQUAL) OR OUT W A NEW TEE USING RIQD CWPUNGS U. DUCTILE IINN MAIN - CORE- DMLLED WITH A ROMAC SADDE (OR APPROVED EQUAL) E MM.LE CONNUM W - ALL COINE"ONS TO MALHCIES SHALL BE AT MANUFACTURED KNOCK -OUTS OR THE STRUCTURE SHALL BE CORE - DRILLED. BO- ALLOWABLE MAX. FOR CAST IRON PIPE OR DUCTILE IRON PIPE. CO 0�1 1:3:5 MIX T.5 ` CONCRETE BLOCRUNG CA+' 2R NIN SLOPE HORIZONTAL 6" SIDE OURET SELL SEWER SEWER MAIN MIN. MAIN CONCRETE BLOCKING ANQ.E TyPICAL SIDE SEWER LLVADON OF HE AT MAIN OWER 95 ELEVATION NOTE: UNLESS OTHERWISE SHOWN ON PLAN. SIDE SEWER SHALL HAVE A NNMW 25• COVER AT PROPERTY LINE OR 3 5' LOWER THAN THE LOWEST HOUSE ELEVATION. WHICHEVER IS LOWER. PUBLIC WORKS STANDARD SID! SEWER M. PLW - 4061 DEPARTMENT INSTALLATION (EEnER MAR4 TO PROPERTY LRNE) MARCH 2010 CONSULTING ENGINEERS LLC WARNING: Suin,RES Avenue South I ®I ®ICI Fede 205 FaEOreI Way, WA "003 THE UTILITY LOCATIONS SHOWN www.esmcivil.com W° %�N° CAO � I Pmjecl Mompe I ImBNA�ic ARE APPROXIMATE ONLY. DEPTH ""M """ ment .oppee hit.- UNKNOWN. CALL 1- 800 - 424 -5555. ESM JOB #258- 040 -012 1 nlr MV r 'LS� rllrl rAIV _ / ? 11- 11 AC 3 - / �i �FP< O IRS 02 LJC a 'A'RM -H TF F FL -01 •�� , �, / / /• / / �CF'JVR IINF CR Y J E" INi.:G CF C 's T / / t LANL _I1.a E. V N. ^ "1rrT11 Or GRINC Ot EA'ALUI AnJ NEMC'Vt W.•R =s: 6.5' N11P. T' V r VAR _S V l• UI • ::I }A lld; 'All MI M Inlw nRm nun nun aN •1.- ul•» ti GL TWIG e) / '• WA J A.P / K / C E R / / // C `' V CRUSHED SLPFnO G TOP CO..REF. murACT TO 95% RED R J P=CCroz. .fC i AD READY / U, 11 it L LA_ H I / 140A. < `t T t t -1n n (.AI'S DU 11 II i AAION.. IF AVWJ I- Yi IINV RV WF FII IN- OGU CT TO R:2 WDT 10- TTDMII AS 710.19 D1' SIZE O- FROPOSOJ FNXI LV 11. J11 NY <Q.LI :GNI "LG `).YUU YIf OAtV SRC_ NIA II.YJ £ -li.41 NITS 4N AI YNANCF FT AVV SH:IRNG .HER 4f., = Fl- E ZONE EED'IhC. MATEdG_ All CWPACTCN NLLUJ. 9 A_L WILL I IL iLIJ.�II<_I: _V 5 C C_UJI - AS "Q_IRED ET HE WSCOT STANDARD iTarrnRJ SF_ _S-Cnnal ?- 00.3y)e - SFFC`CAFOF FOR -Fr rTF O- :•rP9MfF4T IM ' L. F: P NOTFS, SrF STAPDAPL P AN 111.1 4 O ®4 PUBLIC WORKS TYPICAL TRANSVERSE PATCH BID. nW - 110 !R DEPARTMENT FOR FLEIORLE PAVEMENT MAY 2(100 Im IFW,,YA L� . /L111114-1 L 1 L III L MYAMROTOAVN - MLOWIFOIIFNLI 2"y Om IgPPE : \\ BiAwAWIw e lOel®WIWIm R ORRRNO0.0.N. FEWONq _QF4 LR"ARl( \ 0120WE.Y A•DAimFI. W<AWO=eW � Rnvt laF smYrtYalOa GW 40'0 \\ MIIYM®EYT. - R NWMmIrt1ERMO.EAN UWE W F sm. NOIF9: 1. PPENAl9UNJ3NLONEQ PVy LOPE TNIPIE WALLPO.YEIIIY181E (Wq.IF rw4mINV FOtbTIBIG 2 R1E mRIF E FCOIINR OIMN BY31BA9IJE P W VAIELY MNRAPEO 3 FIDN MTIERN BIIgAO S 1011E NFARF9F CB IF gRADE AllAAB, qi n SEES RF1IT gAWi1RGN ®. 4. NDOF DMN COEIfCfOR4 MUST BE A WLYffiI FOR GP/p1Y. S�0 FIX AYENR PFM fCON. TYPICAL ROOF DRAIN 91'D. PLO _ 880.00 4 ! ®� PCBUC WORKS COLLECTION STORES SYSTEM W�� DEPARTMENT CIVIL PLANS MARCH 2008 NO. REVISION ' 1 1 (flfisJJf., 4RW.IYI.JYjFIIN.N L .'Ame WIE NFMYIRR N RNME MYBEIDMRmNL Ctl.PPB1eWNH A WINAIIM J E ,_ APwR TFE.R cNeeeWMATeam CLORNwrt ORAL LTA G <n I ` L 1MgMRYQPON MDOROCi NV111m1& i MMemerssrevw R/aCWwRDm WLf.1 MPtlIRM'oeNA J IO Wee. TlfIMN NOTE YIN.POEBEEFW PPEEnM MBAMAME1t PVC. R CPET X wN1 PDLYETRN91EgDFN ®ED WRNREXDIR} DEL PUBLIC WORKS TYPICAL PRIVATE ROOP DRAIN M. PUN - 8£6.10 ' iT ' DEPARTMFNT COLLECTION SYSTEM CROW SECTION MARC-T 2008 q 24' BEMM A-A 4 "0 RIGID 6' MIN SF OF PIPE WASHED F 1.5.0 TO r? rOAw wPn BANG wun ,NENeNRHGDPFwxR MBCTAMOLNAR ARNRWdT SECTION "BAT FRW.W MN so=ON PIPIT LLLOWAMEN REfiOI®O! RANOWOEIE p i clw 1sTW WDDu geu, wlDellL'.up, • .FaL\erIHIIWE sw WaeeRwM MRBL 1. Nee��TMMEIMeeTInIMII�bTIrIWWI Mwhb PSEW B[C110T1, Pm �lEm6 w3O b b 81oi16 BI��bbEI66 WW ]] O WYe nWN hHhTIe mMnm wR1O.12eRwhMrpwbILMM1 Mum1 xNlb Ildimm IeeIWTN IThWIMwnhtlWIKlEEM1WE PRECMT TIAEBECINII. NW mNhlllr WW1MpMMhhb NIAMMIL 2. TMMuclm1Ad111o1WT MW- rTlunw.KWITMIrTr IIFFeergWRWWOtz 1lbRmb2d�Iw. RmF1re18 IMGrI.RppeIppMreWl lM YmdWer rbarrabpjW Ab b pp Y it W YMtl. Y b pp elll pf mrr h e®tlw WWIBMMeM BpsMhMIm4OL5. 3. TMMm dWMM MBWM6PALebbb p%M~ eM1M9. 4. TW honerper mWMLWMIId TWWlbbp6aWIL 5. The PALM BN686pbnWOy MW eIOIMN bp5e1MTMNne6` Mebpahala wba/1i1aRJhWPW. S. The OgMpMMMmaMmeSWIbbpNbpeMlthMEMMML T. AI PVD4INbelMIMMWIr1 Ya lTFMOerrRwMMIpY01 e. NOe6e"ho WM ®MN.aMIMarmMrr.wiFS.r SIWINWX Sp.aMM INDIA BH mEt KTEAILTIYE IWFI.AR LANE WECT1011 O� PURUC WORKS CATCH BASIN TYPE '1 61T. MY - 800.00 411 4 DEPARTMENT MARCI 2002 OR 6e0 FLEXIBLE PERFORATED PIPE PEORIE AN SINGLE FAMILY ROOF DOWNSPOUT INFILTRATION TRENCH NOT TO SCALE M Z/04/131 9JRAYm: soae MxIKAL: ruw 1M, /28/13 NA°�� ° ,R�npY, 1:1 CITY OF M EvN M /25/13 RENTON IL M 8/08/13 OWN °"` Ell I°'E '"D' DATUM AT 1 . I Planning /Building /Public Works Dept. F... BY DATE APPR AJ>PNY.m A"E�HOLT •368402 CHECKED FOR COMPLIANCE TO CITY STANDARDS N 26TH STREET SHORT PLAT 5- 3Cng4+.a- UTILITIES PLANS DETAILS & NOTES 1. ORIXWIG IQ -OL ^/