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HomeMy WebLinkAboutzS-4183SetM 00 T I N "A E r= I - - BECLAN (AKA < IL ss e$CHI BECLAN PLACE) _ CIE VOL. 262, PG. 43-45 a= _ O a 9 APN #064422150180 '033 CHIEF - ° /� V Z _ ss R 6+50_ VJ �— Z a /Wr[ O H11- PORTION OF NE 1/4 OF SECTION 15, TOWNSHIP 23N, RANGE 5E, WM GREEN'S LANDING SHORT PLAT PROPOSED SANITARY SEWER NOTES SEE SANITARY SEWER PROFILE IS NOTES SHEET 11. ,n SAWCUT & REMOVE PAVING AT TRENCHES. TEMPORARY & PERMANENT PATCHING PER ED �V'JJ COB 110, 110.1 & 110.2. NE 2ND ST. STA. 19+95.16-36.YB EX. SSMH N1 SEE PLAN & PROFILE FOR ELEVATIONS O2 NEW 8" SANITARY SEWER CONNECTION TO EXISTING SSMH M1 TO BE CORED PER CITY OF RENTON STANDARDS. RECHANNEL SSMH FOR NEW CONNECTION. PATCH MANHOLE PER SO CDR 106. HE 2ND ST. STA. 19+54.05-51L O3 CONSTRUCT SSMH #2 PER SO CDR 400.1 & 401. SEE PLAN & PROFILE FOR ELEVATIONS. - II r 8 8 8 a=N�wee q P I I 17 3�P� I e a m� m e $CrS Nz_ gPRM I $I o 6 m„ s "s TR. As _ Ce APN $Ofi421501>OZ a`. 3=„APN Y0642t50160� aggae 3 APN g0642150310 2 8 "'� l S,m' 2C I^��s E7Ne dti',y}c4 �aWWm isWWS 1 ®r r® Do V . --_a16---- -_ v -� nt- Z w IESOD) a ___ 1 5 p h e IE 40s6 _ SS� \ 5 SSW E 5 1`) E; Z),gb &Mt O h 5 SSW-�- � 0 en i -N __ `off Vie__________________ _ / en / Pe a ______________________ N_ )o EDCAN Cf)NO $ w 10 PVT SIDE SPER EASEMENT / TL'S I OX O e G o =1 o OVER LOT 1 FOR THE BEIRUT wreWW OT 0^a o00 o Of LOT I&LOT 2 / U Ste_ �, A /APN �2309219 `$e / ]' 10 PVT. 9DE SEMflt EAYIIFN� / I 16 \ i OVER LOT 4 FNf T1E MNER1 / 0 OF LOT ] & LOT 4 / e > I LOT 1 ¢ �a LOT 4 e LOT 5 j L/OT 6 ��`�� Q 11 N s.]a x m, fT s.]ro x m. FT, y I �.5% z sa. Fr I /5,Da6 t sa F1- 407-01 5 1 5 IF 395Ja 1 1 24 IEObB 5 IE LEGEND / 141E 16LF 1 • FOUND CONCRETE MONUMENT / / S-0.002/0 S$0.01Do 1 15' G SIGN AS NOTED ON PLANS 1 // 0 MAILBOX 0-�UTILITY POLE WITH LUMINARE A WATER METER I c F-414 ___A FIRE HYDRANTWATER VALVE _____________CATCH BASIN CATCH BASIN TYPE 2 o0O UTILITY BOX AS NOTED ON PUNS ----�v // // I A�-i.7;1 _ WASTEWATER MANHOLE H, / I TR- R i - G - APPROX. GAS LINE LOCATION LOT 2 LOT 3 / / 1 WW,�p�p pi1{rryw - W - APPROX. WATER LINE LOCATION / I MATE �1� „'T"T'-T'-" S,aW f m. Fi. / / 5 7 D -SD- APPROX. STORMWATER LINE LOCATION 412— 4981 f m. FT._ _ 533_CIL E-APPROX. OVERHEAD UTILS- APPROX. WASTEWATER ITY LINE LOCATION aNE LOCATION z 1 D EXISTING ET REV CONCRETE 0 EXISTING CONCREIE - - \ - - - E%ISTNG GRAVEL PROPOSED STORM GRAIN \-/ // din — PROPOSED SANITARY SEWER MAIN o 6'MOW FREE — PROPOSED WATER MAIN 'f° - V W000FORCE Nov PROPOSED ASPHALT PAVING o EXISTING UTLffY NOTE: e LOT 3 ® PROPOSED GRIND &OVERLAY PAVNG o APN #1523059218 0 PROPOSED CONCRETE LOCATION OF E%ISTING UTILITIES SHOWN, IF ANY, IS APPROXIMATE & MAY NOT BE ACCURATE OR ALL INCLUSIVE. IT ■ PROPOSED CATCH BASIN OR YARD DRAIN IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY LOCATION & DEPTH OF ALL UTILITIES PRIOR TO z PROCEEDING M-1 CONSTRUCTION. AGENCIES INVOLVED SHALL BE NOTIFIED WITHIN A REASONABLE TIME PRIOR TO ® PROPOSED CATCH BASIN TYPE 2 Q THE START OF CONSTRUCTION. • PROPOSED WASTEWATER MANHOLE SURVEY NOTE PROPOSED CLEANOUT ■ PROPOSED WATER METER EXISTING SURVEY FEATURES. BOUNDARY It TOPOGRAPHIC DATA SHOWN ON THESE DRAWINGS HAS BEEN a PROPOSED SIGN PREPARED, BASED UPON INFORMATION FURNISHED BY THE OWNER. WHILE THIS INFORMATION IS BELIEVED TO BE 00 PROPOSED LISPS NDCBU RELIABLE, PUTMAN ENGINEERING CANNOT ENSURE THE ACCURACY & THEREFORE IS NOT RESPONSIBLE FOR THE (REM) TO BE REMOVED ACCURACY OF DATA OR INFORMATION PROVIDED BY OTHERS. OR FOR ANY ERRORS OR OMISSIONS WHICH MAY (REL) TO BE RELOCATED HAVE BEEN INCORPORATED INTO THESE DRAWINGS AS A RESULT. MWSELMAXIMUM WATER SURFACE ELEVATION ADDITIONAL SURVEY NOTE WOSEL WATER QUALITY WATER SURFACE ELEV. (TYP),TYPTYPICAL P PAVEMENT ELEVATION BOUNDARY AND TOPOGRAPHY NOTE: THE ON -SITE BOUNDARY AND TOPOGRAPHICAL MAPPING WAS PROVIDED BY CENTRE COUNTS CONSULTANTS, INC. SEE THIS SURVEY FOR ADDITIONAL INFORMATION NOT SHOWN HEREON. TO TOP OF CURB ELEVATION G GUTTER ELEVATION C CONCRETE ELEVATION d1 P ■0Mh0 D•&• BMx� YaM Dp 1-800-424-5555 Ui4 Udwpantl LaMxMun CaM mJMTMARwq STAMP NOT VALID LITCHFIELD ENGINEERING Trf-1 12840 BIST AVENUE NE 4 E tit Kirkland Washington 98034 3 Te114261821-5038 RUN (42 )821-5739 2 1 Coppi9al © 2000 Litchfield Engineering. Inc. All rights reserve CIVIL CONSTRUCTION PERMIT APPLICATION FOR NEW OWNER REVISION P:. Eaek&a 2 aesW e a HE 2ND ST. STA. 18+35.55-5'L ©CONSTRUCT SSMH ®3 PER SO COR 400.1 & 401. PROVIDE STUB & CAP FOR FUTURE CONNECTION. SEE PLAN & PROFILE FOR ELEVATIONS. 0 CONSTRUCT CLEANOUT TO GRADE PER SO COR HOST ©CONSTRUCT C PVC SANITARY SIDE SEWER PER SO COB 406.1 AT S=0.0200. CAP & MARK END. OCONSTRUCT 6N PVC SANITARY SIDE SEWER RISER CONNECTION TO SEWER MAIN PER ED COB 409 & 406.1 CAP & MARK END. 5 HER HOLM 4 — SIDE SEWER NOTE: \ SANITARY SIDE SEWER STATIONING SHOWN IS FROM NEAREST DOWNSTREAM MANHOLE. MINIMUM S=0. / SLOPE ON SANITARY SIDE SEWER IS 3=0.0200'/' S- wh Nu GRAPHIC SCALE 99 20 0 10 20 n LBOX OW LStlN J = SCALE N FEET 02 � 1^=2D' 17480 MATCH LINE SEE LOWER LEFT e p Anld EFI am / - x.S OS� Te 3 - ; o a� NN 19+54.05-51 0s"m5 EJ12 B4TOP 02 OWm$� / RIDD�DIN No e2020WO X� / I I 5 TELEPHONE EASEMENT PER RECORDING N0.:V00290514 h� E�0+47N6'SS ONE SEWER Po 1 6 J / E fi S5=W614 (UPPER) y9I' -/ IE 6'S3 Sat0(LOMfR) „ I d Rg LID P� m En (n r ig mg y W W 0- N I $ } On (V ON a_ 0 0 °' Nn I AI o O00 W N r n O J z O UC O O I- y a CD BACNCULL E%. In -DITCH � pW ZA BmAECNO WING a �� R e x�XSen I I � I/ S AIR Loud R _ 1 CS" ES ;W W &n NN r 9+00 MATCH LIE SEE UPPER RIGHT VERNON, Need Im KAL 4-2I-21 KAL rw.tvm M•,[QS NOTED "� w/101 Al CI OF OF i r T KAL 10-2bM KAL omw KAL 'R RENTON y O V KAL 6-20.19 KAL "'Ne" KAL f\ KAL 3-21-19 KAL `" MEN DATUM KAL IF NET ONE INCH Planning/Building/Public Works Dept. BY DATE APPR .... g"` A0°°fl%1 LY INNN- 00 '11- O N r L� LOC. ON IX_. IR' 9TOP � SOLD T IF MILAN NEW 12�SE m IE M&O Ek 18' CP 22 I ' e 1 =S „r IN COMPLIANCE WITH CITY OF RENTON STANDARDS O DEVELOPMENT ENGINEERING O msippo 06/25/2021 � Z_ 0 Z Q CIFIE J GREEN'S LANDING SHORT PLAT 4-23-21 U) 5008 NE 2ND STREET - Z W 10 SANITARY SEWER PLAN w On16 0 S-418301 N d ► ► E 0 Y FOR Q J IRA— Cc O z_ 0 z Q J CIA W W Cc V O M E Y/OEIIp OWN Tall Db 1-800-424-5555 UiaWlIDURAN tl IDIA) ll Canter DJJRjbI,ORNA) SEE 11 MAN AN MIDEAST MAN AND MOTOR PAINTS I TO MASS STEPS - MISSOURI STEPS SHANAL SE DOWNS III IN m WIMPOLE MAN Pwi E' ARM AND ANSI MALL A IMARM MAN MAIN AN PAST IN DATE MPACTM SUPREME AN W MIME AND AN AMI�A AN I I STEPS ANN A PC A PLACE RAISE MQANE MIME ME INSTANT) • SANITARY MIME III ONE" ,1II� MAIN' .'Amn,c-r.ISMAT,mw • PERMIT MAN ASIA DEPT SAMEALL OMAN LINE INSIDE NORMAN A UP IMPACT PIK MM MiI MAIN AN MUST "A AN Al-WM. KIMW 2 -RANAN MME IS Rises PREARM DRUM AN MINES IN PREAND ANNE& MAN MUST MEASSE TO AMPAINT MANOR D[ounuEW STANDARD SANITARY MANHOLE STAMP NOT VALID COVER SECTION VIEW BOLnxc DETAIL. GASKET GROOVE A STAN IN FRAME SECTION VIEW ueunm[xr MANHOMFRAME.WDf R Ouxug/L/SM91 LITCHFIELD ENGINEERING T rf-IFT1 0 Al AVENUE NE irkland Washingto198034 3 21-6039 FNx 14261821-6739 2 Copyright © PODO Litchfield Engineering. Inc. All iigM1Oe reserved Al •.�� • • •�u'� ••• �• i mN.n o m• S�rcn w.OE AD FRAME AT I SEEN MAN MUST ANTAT AS �, a AT TO MAN ."" l �p_sa'.q , .�I''1 — e o \„ . A NAR H,..E'<..A Aa<, c...o.nMAN r e R..n.ww.w MAN PERMIT N' �,b MAIN WI OEM DRAIN A ANN ANY rmseoAM a...,. TA m. ,vrz AM r�.M i€ A I AxAE '�.,...,a.,.®m rSNDM..w�ss n_____ _____ _ _ __ _____ _ _ a 1 T \ -,/•' RT oar a nnl _T \IN SEND UP �M MA aw cw �M NO MAN LIMA' - Mn eA,D ak "I PASS AS M..e.x v., wuP .N n ° STANDAwe AMAN SSSAN mad ......�va4 �.. .,.d...d DRAIN. MI d. : vA ` .T. �, a. vmN �SE.aM M.. , T n vu ...-<vn1 .0 . PAN' sn ... o'+ .. ,. T«cN.w AN LAW M, Ionic MOM NOTE MUD- A AREMPAS OMER, MAN, AN . AN .. ANAL AREA A ANA , N UPS A, PART ANAT AN A A MUD, IT, E .:•-Mellin O Dune a'M6'GF.Wprt SORSVSRMYSAVERMN Mahn PUWNWE6 SIDE SEWS Pa6WeAYze/zm O x en M _ MAURNMTNT• IN TO PRIoxe,• (SEWER MAIN TO V0.OVEPlYLIHEI M IFEFSIDE ettlelFSAMwaewen MallF Amavm M•,F AS NOTED P1 wo I°V/1°°� DATUM CITYOF FO rlYl IOISI R L I V I V Planning/Building/Public Works Dept. CIVIL CONSTRUCTION PERMIT APPLICATION FOR NEW OWNER KAL 5-23-21 KAL mw KAL CONSTRUCTION PLAN REVISIONS/NEW OWNER SUBMITTAL KAL la-2&M KAL REVISED PER CITY REDLINE COMMENTS KAL 6-20.19 KAL E KAL CONSTRUCTION PLAN 1ST CITY SUBMITTAL KAL 3-21-19 KAL `" KAL IF AT ONE INCH g'3E"C0fl0XELY REVISION BY DATE Al wPwvED.. LEGEND FOUND CONCRETE MONUMENT d SIGN AS NOTED ON PLANS 0 MAILBOX 0- r(UTIUTY POLE WITH LUMINARE ® WATER METER A FIRE HYDRANT D4 WATER VALVE ® CATCH BASIN CATCH BASIN TYPE 2 o u c UTILITY BOX AS NOTED ON PLANS WASTEWATER MANHOLE - G - APPROX. GAS LINE LOCATION - W - APPROX. WATER LINE LOCATION -SO- APPROX. STORMWATER LINE LOCATION -SSS—SS- APPROX. WASTEWATER LINE LOCATION - E - APPROX. OVERHEAD UTILITY LINE LOCATION Q EXISTING ASPHALT PAVING EXISTING CONCRETE -'•,"^_fM EXISTING GRAVEL PROPOSED STORM DRAIN PROPOSED SANITARY SEWER MAIN PROPOSED WATER MAIN PROPOSED ASPHALT PAVING ® PROPOSED GRIND & OVERLAY PAVING PROPOSED CONCRETE ■ PROPOSED CATCH BASIN OR YARD DRAIN ® PROPOSED CATCH BASIN TYPE 2 • PROPOSED WASTEWATER MANHOLE • PROPOSED CLEANOUT PROPOSED WATER METER ATI PROPOSED SIGN 00 PROPOSED USES NDCBU (FEET)TO BE REMOVED (FELT TO BE RELOCATED MWSEL MAXIMUM WATER SURFACE ELEVATION WASELWATER QUALITY WATER SURFACE ELEV. (TYP),TYPTYPICAL P PAVEMENT ELEVATION TO TOP OF CURB ELEVATION G GUTTER ELEVATION C CONCRETE ELEVATION N U T. H INC N Q J Q J D_ H IN COMPLIANCE WITH CITY OF RENTON STANDARDS O_ DEVELOPMENT ENGINEERING O msippo 06/25/2021 AM z LANDING SHORT PLAT Mh4-23-21 NJ U) 5008 NE 2ND STREET "- SANITARY SEWER PROFILE & DETAILS _ z W C'S "" 16 S-418302