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Home My WebLink AboutS-322002Q CA a 9 CSI mt V) C4 U) CL C) 0 E-4 3t U E-4 0-4 d- N", 13 :3 cr M N-1 0 sN _j z 93 _0 0 > _j X co U) LJ 0 .4-1 0 LEI C: L_ V) Jc (1) -0 a. V) U C) 0 a- C) �,N C_ 0 C: N V) C: P0 Cu Y CL C) 0 E-4 3t U E-4 0-4 d- N", 13 :3 cr M N-1 0 sN LLJ �i z 0 9 0 SE 1/49 SW 1/49 5 BEC, T23N, R 5 En W1d. Corvbction Detdl 8hoilder Reetoralion De1a1 T, I or 6!ffl,029j&57 WK GMETED TRANSITION COUPLING CONC X PVC MANHOLE AMPLER (ROMAC OR APPROVED EQUAL) ,...#--EX Ir CONCRETE PIPE Ir PVC STUB AS NEEDED MAINTAIN TO CONNECT TO SSMH #1 EX SLOPE A BUILDING FOOTPRINT TO `.R VA C41 MIN .0 MIN FFE 41.0 ir mwLwfrnnuf A r. an STA 14+19, 3� LT f/�17 V iDA J?A0 9 r 4* COMPACTED DEPTI CRUSHED SURFACING BASE COURSE TRENCH RESTORATION PER COR STANDARDS SEWER PIPE FO )— SEE PROFU EXAC T DEPTHS � Z 4" TOPSOIL TYPE 8 MATCH EX GRADE (M) 1. PROTECTION AND RESTORATION SHALL BE IN ACCORDANCE WITH 1-07.16 CITY OF RENTON SUPPLEMENTAL SPECIFICATIONS FOR THE 1996 STANDARD SPECIFICATIONS, 2. ALL TRENCH RESTORATION SHALL BE PER THE WRRIENT CITY OF FUTON TRENCH RESTORATION AND STREET OVERLAP REQUIREMENTS ZY U40af STA 15+8Z 30' LT RAV-57.62 IE 0 P/L 45.V JJ44500007 SHOULDER RESTORATION IE CONNECTION 37.64 1874C Af E-49 J7 iAP6 _1 NO. SEE DETAIL ABOVE 5A 4450106-1615 r SIDES STUB 5C TO PROPERTY NE 11�w At STA 14+849 2&(r 6* SIDE SEWER STUB Dr WOE Cni CH - Z" "I I'— PER COR SID RIM BR39 GM KAY Air E=U#O SHALLOW COLLAR TYPE B TO PROPERTY LINE dw- �w SEE DETAIL 0 SHEET SS-4 PER COR SID BR37 PER COR STD PLAN BR37 STA 16+32 19-4"R 1L= 112.70' 7W SW IF-54.0 L=31.88' V� � MIN 2.0% L =31.66 1 u D=WlO'49* SEE DETAIL 0 ET SS-3 ,SE -DETAIL- -ON -%W.. SS-.4- ....--SKALLOW 01 C&W TYPE B At 0 D=01*10'57" L LPD ENGINEERING, PLLC J. 7936 SEWARD PARK AVENUE S. N SEATTLE, WASHINGTON 98118 /SVT PH: 206.725.1211 FAX: 206.725.1211 1 FXPIRES 5/16/2006 20 0 10 20 411, 19=209 EX CONTOUR (INDEX) 4' C L F-A 66W EX CONTOUR SIDE SEINER PROPERTY LINE r SEWER MAIN SEWER MANHOLE FLOW DIRECTION C900 PIPE SHALL BE USED WHERE HORIZONTAL SEPARATION TO WATER LINE IS LESS THAN 10 FEET AND VERTICAL SEPARATION IS LESS THAN 18 INCHES ALL SEWER MANHOLES IN NONE PAVED AREAS SHALL HAVE 1 FOOT MIN CLEARANCE CONCRETE SQUARE COLLAR U=Vl lvzf WM Z_u I Tr) PER wm�,Ql rl M%j1 U STREET UGHT D=05*21'16" L71 SEE DETAIL�,Q� SHEET SS-3 NNW R= 4 -A LF 80 IV tS3 V 8* A-52% PVC 0 r Br fhw M AV&S STA 17+67* 22.6- LT 7 a 130 LF To QW2 SHALLOW MANHOLE COLLAR TYPE B 7 PER COR SID PLAN BR37 Ly LW Or" CONTRACTOR TO EXPOSE IF ------- SEE DETAIL ON SHEET SS-3 .... ...... ------------ CONNECT TO EX PIPE AND VERIFY ELEVATION, SLOPE AND LOCATION OF EXISTING - ------------- - IIIIIIIIIIIIIIIIIIIIIiiiiijill,llllllllllll1111111111 IIIIIIIIIIIIIIIIIIIIIilillilljl 1111111111111111,1111lillilljllllllllllllllIlllllilI I PAWW 7 *JT a 136 LF 80 C ...... 14+00. 50 15+00 13150 5 0 STUB PRIOR TO CONSTRUCTION 13+00 16+00 8 .52 16+56 -------------------------------- P 'Try WIED 1 7 8 M K TE)( STREET LIGHT 17+0&, STA 14+31 230 LT shington svvd PER COR STD PLAN OW180 SIDE SEWER TEE Lake Wa FLIEXIBLE PAVEMENT PATCH (M) SEE DETAIL ON SHEET SS-3 CONNECTION (TW) SIDE SEWER D 17 50 W/ 2'x2'x1' CONC PAD PER COR STD PLAN HR -23 (TYP) SEE DETAIL ON SHEET SS-3 CONNECTION @ N: Sillg 931.6 ��aV ................................................................................. W 6 Aw W7 fW 14A9Wif i4 01 ZV711111 ix &OW rLOOOVE-AR 55 ......................................................................................................................................................................................................................................................................................... EX GROUND 0 CA OF EX PIPE ACROSS ROADWAY EX GROUND O'C/L OF PIPE 50 ............................................................................................................ ...... ............................................................. ................................................. ..................................................... 35 35 17 SEW AF iF 45 ......................................................................... . 30 so .......................................................................................... .............. STA 14t3l, CONNECTION Q' .2 Anvar _j RIM 51.6t SEE DETAL pjM AWJM74 IAW"avw IE 45.74 (C S) 150 rAcaw ��!................. 40 ......................................................... ............................... .......................... .... ....... ............................... . ................................................................... ............... STA-14+849 26.6 LT- PER.COR STD PLAN W37 RIM 4M IE 499 .�80. SNJ 35 Ir .............................................................................. W.42A ................................................................. ................ 35 ..... .......................... ..................................... ................................ M& 5C ME �' Id- STA 16+32, 19.47 136 LF- r. PER CDR STD PLAN BR37 Er A. AW RIM 40.75 W 35.09 �Ifrr NJ ...... 30 ....................................................................................................................................................... . Ir 30 E 34A S ...................................................... .............................................. ORM C9W PIPE SHALL. BE USED WHERE STA 17+V,, 22.F LT xg 2002 HOWORTAL SOWAIM TO WATER LNE PER COR STD PLAN OR37 5 U35 THAN 10 FEET AND VERTICAL. :RIM 3621 SUMMON 5 LESS -THAN 18 "M IE 30.91 26 ..................................... .......................... ......... ...................................................................................................... ........................... E X INEE tlr.w) 25 • C cked or Compliance to City Standards /17 (: S 79r a WFV1 V1W ROLL 1 91�' a FR Kennydale Cafe Sewer Extension o� -25 -05 1322 Lake Washington Blvd Sanitary Sewer Extension SS-2 Plan and Profile 2- 01 4 0 zarr 5 • I _j 93 93 _j a. LLJ �i z 0 9 0 SE 1/49 SW 1/49 5 BEC, T23N, R 5 En W1d. Corvbction Detdl 8hoilder Reetoralion De1a1 T, I or 6!ffl,029j&57 WK GMETED TRANSITION COUPLING CONC X PVC MANHOLE AMPLER (ROMAC OR APPROVED EQUAL) ,...#--EX Ir CONCRETE PIPE Ir PVC STUB AS NEEDED MAINTAIN TO CONNECT TO SSMH #1 EX SLOPE A BUILDING FOOTPRINT TO `.R VA C41 MIN .0 MIN FFE 41.0 ir mwLwfrnnuf A r. an STA 14+19, 3� LT f/�17 V iDA J?A0 9 r 4* COMPACTED DEPTI CRUSHED SURFACING BASE COURSE TRENCH RESTORATION PER COR STANDARDS SEWER PIPE FO )— SEE PROFU EXAC T DEPTHS � Z 4" TOPSOIL TYPE 8 MATCH EX GRADE (M) 1. PROTECTION AND RESTORATION SHALL BE IN ACCORDANCE WITH 1-07.16 CITY OF RENTON SUPPLEMENTAL SPECIFICATIONS FOR THE 1996 STANDARD SPECIFICATIONS, 2. ALL TRENCH RESTORATION SHALL BE PER THE WRRIENT CITY OF FUTON TRENCH RESTORATION AND STREET OVERLAP REQUIREMENTS ZY U40af STA 15+8Z 30' LT RAV-57.62 IE 0 P/L 45.V JJ44500007 SHOULDER RESTORATION IE CONNECTION 37.64 1874C Af E-49 J7 iAP6 _1 NO. SEE DETAIL ABOVE 5A 4450106-1615 r SIDES STUB 5C TO PROPERTY NE 11�w At STA 14+849 2&(r 6* SIDE SEWER STUB Dr WOE Cni CH - Z" "I I'— PER COR SID RIM BR39 GM KAY Air E=U#O SHALLOW COLLAR TYPE B TO PROPERTY LINE dw- �w SEE DETAIL 0 SHEET SS-4 PER COR SID BR37 PER COR STD PLAN BR37 STA 16+32 19-4"R 1L= 112.70' 7W SW IF-54.0 L=31.88' V� � MIN 2.0% L =31.66 1 u D=WlO'49* SEE DETAIL 0 ET SS-3 ,SE -DETAIL- -ON -%W.. SS-.4- ....--SKALLOW 01 C&W TYPE B At 0 D=01*10'57" L LPD ENGINEERING, PLLC J. 7936 SEWARD PARK AVENUE S. N SEATTLE, WASHINGTON 98118 /SVT PH: 206.725.1211 FAX: 206.725.1211 1 FXPIRES 5/16/2006 20 0 10 20 411, 19=209 EX CONTOUR (INDEX) 4' C L F-A 66W EX CONTOUR SIDE SEINER PROPERTY LINE r SEWER MAIN SEWER MANHOLE FLOW DIRECTION C900 PIPE SHALL BE USED WHERE HORIZONTAL SEPARATION TO WATER LINE IS LESS THAN 10 FEET AND VERTICAL SEPARATION IS LESS THAN 18 INCHES ALL SEWER MANHOLES IN NONE PAVED AREAS SHALL HAVE 1 FOOT MIN CLEARANCE CONCRETE SQUARE COLLAR U=Vl lvzf WM Z_u I Tr) PER wm�,Ql rl M%j1 U STREET UGHT D=05*21'16" L71 SEE DETAIL�,Q� SHEET SS-3 NNW R= 4 -A LF 80 IV tS3 V 8* A-52% PVC 0 r Br fhw M AV&S STA 17+67* 22.6- LT 7 a 130 LF To QW2 SHALLOW MANHOLE COLLAR TYPE B 7 PER COR SID PLAN BR37 Ly LW Or" CONTRACTOR TO EXPOSE IF ------- SEE DETAIL ON SHEET SS-3 .... ...... ------------ CONNECT TO EX PIPE AND VERIFY ELEVATION, SLOPE AND LOCATION OF EXISTING - ------------- - IIIIIIIIIIIIIIIIIIIIIiiiiijill,llllllllllll1111111111 IIIIIIIIIIIIIIIIIIIIIilillilljl 1111111111111111,1111lillilljllllllllllllllIlllllilI I PAWW 7 *JT a 136 LF 80 C ...... 14+00. 50 15+00 13150 5 0 STUB PRIOR TO CONSTRUCTION 13+00 16+00 8 .52 16+56 -------------------------------- P 'Try WIED 1 7 8 M K TE)( STREET LIGHT 17+0&, STA 14+31 230 LT shington svvd PER COR STD PLAN OW180 SIDE SEWER TEE Lake Wa FLIEXIBLE PAVEMENT PATCH (M) SEE DETAIL ON SHEET SS-3 CONNECTION (TW) SIDE SEWER D 17 50 W/ 2'x2'x1' CONC PAD PER COR STD PLAN HR -23 (TYP) SEE DETAIL ON SHEET SS-3 CONNECTION @ N: Sillg 931.6 ��aV ................................................................................. W 6 Aw W7 fW 14A9Wif i4 01 ZV711111 ix &OW rLOOOVE-AR 55 ......................................................................................................................................................................................................................................................................................... EX GROUND 0 CA OF EX PIPE ACROSS ROADWAY EX GROUND O'C/L OF PIPE 50 ............................................................................................................ ...... ............................................................. ................................................. ..................................................... 35 35 17 SEW AF iF 45 ......................................................................... . 30 so .......................................................................................... .............. STA 14t3l, CONNECTION Q' .2 Anvar _j RIM 51.6t SEE DETAL pjM AWJM74 IAW"avw IE 45.74 (C S) 150 rAcaw ��!................. 40 ......................................................... ............................... .......................... .... ....... ............................... . ................................................................... ............... STA-14+849 26.6 LT- PER.COR STD PLAN W37 RIM 4M IE 499 .�80. SNJ 35 Ir .............................................................................. W.42A ................................................................. ................ 35 ..... .......................... ..................................... ................................ M& 5C ME �' Id- STA 16+32, 19.47 136 LF- r. PER CDR STD PLAN BR37 Er A. AW RIM 40.75 W 35.09 �Ifrr NJ ...... 30 ....................................................................................................................................................... . Ir 30 E 34A S ...................................................... .............................................. ORM C9W PIPE SHALL. BE USED WHERE STA 17+V,, 22.F LT xg 2002 HOWORTAL SOWAIM TO WATER LNE PER COR STD PLAN OR37 5 U35 THAN 10 FEET AND VERTICAL. :RIM 3621 SUMMON 5 LESS -THAN 18 "M IE 30.91 26 ..................................... .......................... ......... ...................................................................................................... ........................... E X INEE tlr.w) 25 • C cked or Compliance to City Standards /17 (: S 79r a WFV1 V1W ROLL 1 91�' a FR Kennydale Cafe Sewer Extension o� -25 -05 1322 Lake Washington Blvd Sanitary Sewer Extension SS-2 Plan and Profile 2- 01 4 0 zarr 5 • I