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Home My WebLink AboutS-372909EXISTING 3 "9 SEWER (SEE SHEET SS S 28TH STRE aL JL _ _ .... 3' MIN. (TYP) n I FF= 453.00 { of y I a CL INrX = STA. 5 +00.00, ACCESS ESM`T FF =452.30 -" d (SEE SHEET SS -02) 450 445 0 435 CN 2 M101*9 OW Bobo You ft �AIT,1n60RWA) loll CL INT'N ST7��3 = STA. FLFV_ = ( ' . '50M j1, TYPE 1 -46° STA. 13 +75.69, 3.24' RT. STA. 5 +03.28, 4.45' LT. RIM -468:58 - I£ IN= 444.60 8 "0 S CONNECT TO EXISTING 8 "1! CONTRACTOR TO VERIFY ^s.. PRIOR; TO CONSTRUCTION,. A PORTION OF THE NW 1/4 OF SECTION 29, TWP. 23'N., RGE. 5 E, KING COUNTY, WA AXIS SURVEY & MAPPING, INC. 13003 NE 126TH PL KIRKLAND, WA 98028 425- 823 -5700 X111 02. TYPE 1 4s° 452.77' AS -BUILT DRAWINGS STA. 6 +43.43, 6.61' LT. 445.50' 6" SE RIM 46E.93 "5.19'8" N 10/31/2014 IE IN =445.49 6 "a SE 445.49' 6" S IE OUT - 445:2 -$'0 N 445.50'6"W --:� -- 440 L.F. 810 PVC S.S. �`.. O S = -68269 FT /FT 6 +00 . v . ........:_ , ._..._, ",__ ... . 14 FF =455.50 26' PRIVATE ACCESS FF- 455:47 AND PUBLIC 1 UTILITY ESM'T. N I I PROPOSED WATER) 6 "0 S.S. 0 2.00- _ BEGIN ALLEY IMPROVEMENTS MIN. (TYP,) STA. 5 +26.50, AT CL I I JOINT UTILITY 17 TRENCH (TYP) FF= 452:70 n END ALLEY -. 10' PRIVATE JOINT STA.= 6 +67., UTILITY ESMT. OYP ) ACCESS EASEMENT (PRIVATE ACCESS EASEMENT) RIM= 650.5 450.52' IE IN -"A^ 40 8 "0 S 440.x6' I 440.75' IP NIT- z:ah cv R "a w 440.66' Fdd*,V iMs, WA ii www "moiVi6aom �NFnaimNnnG I ;� M �"�1 I S= 0.0302 t ® q 16 FF=454.70 452.77' 445.50'6" SE 445.19'8" N 445.49'6" S 445.50'6" W N0.: REVISION - IMISTIN OF LENGTH OF SERUCE INVERT SERVICE PROM IMMIRT 8MVICE FROiM INV$RT DOMRNSTROWI ELEVATION AT SSIWAIN TO ELVAMM" &S.C.O. TO ELEVATION AT STRUCTURAL. LOT S.S.M.H. S.S. Am* $.&C.0. AT.SS.C.O. STUB S.S. SAM PA1I11 ELSMIION'.. 14 2 - 445.49. 14 447.69 10 448;89 452.$ 15 2 445.49 59 4+89.50 10 449.00 453.0. 16 1 2 '- .445A9 21 447.04 10 44$:20 - 2.2 _.. L V TS CF P >= ZON- -T FFI DINE. MA FI71A1 Foie /i -- ` EE NOTE 11 N,1 R PI' i / O.Dr or PIPE FOl \ iATIO\ 3 =]2INS For SANI A2° S =W?r ?IFE NOTES 1. F 0',: U[ITCRM SUPPORT 1,11011 3AI2M. 7 1 ANr TANF 111,11-7 IJA..qcirS. 3. COU'ACT BEOCI\G�VAMR AL T8 St% `IAN, _aST° EXCEP- D RECT_Y Chi °P -. AANJ IANI`:AJ Y. •. P K NSTALLAn S -AU- BE PER FED ON 7 Ob OF ' E S-WA'o SPEC-CARONS. 3 F zM- NA`TN TJIA I ?_ °mAIY iAC.['T MR 17AVS' 0.5 SI` C:1 IT S 111 A..(:f ::A11S "'ST r.111% :3 ill SIANDAIG) SP III CA C.NS 1E'P A CIA', 1. E. FPE N.ST. E3 A<CAOREC N SJC4 A NANNE2 AS -C zc SORE F_0. 1'HF is MA \TA1V 1. �. IIR N:: 1 °111111 "SIIA I I PI t S CIIC:N 7 -M14 01 It � aND .i)srr::- Gdn:ivs. DFT'ARril OCTORFR 3012 n SCALE: "-2W HORIL 1"-W VER17. 20. 10 0 2D 40 NOTES: 1, EXISTING UTILITIES ARE SURFACE LOCATED ONLY. CONTRACTOR TO VERIFY LOCATION AND ELEVATION PRIOR TO CONSTRUCTION. 2. FOR TRENCH SECTION ON THIS SHEET. 3. FOR SIDE SEWER CONNECTIONS SEE SIDE SEWER CONNECTION DETAIL THIS SHEET. SEWER STUBS TO THE PROPERTY LINE SHALL BE 6 -INCH O 2R SLOPE FROM MAIN TO RIGHT -OF -WAY THEN UP TO SEWER STUB ELEVATION UNLESS OTHERWISE NOTED. 4. MANHOLES LOCATED IN DRIVEWAY APPROACHES SHALL BE SET TO FINISH GRADE. MANHOLES LOCATED IN UNIMPROVED AREAS ARE TO BE SET A MINIMUM OF 6' AND A MAXIMUM OF 12" ABOVE FINISH GRADE, OR MUST HAVE 2'DIIA. CONCRETE RING POURED AT GRADE. WHERE MANHOLES LOCATED IN PAVED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. 5' BULLgNS. S_NiER PVE. I \gp (qyQ g q rj I fi•%E'Ifl• w 12 z <' ^a5 JMNIOIG PoST FANW TEE W1H N 9:1[:4Lt{):T Z S AZE• =FAN l PITT Nw 1Ni.PQ0 'IM s"" CAST fl°II RpG d CTUt N91W`PfD ARx,IG 11F it MDR. S.o Ta4 MT11C� Evill e%IFwm m ac TGP w NE: SM 5:£l4Y1.0w w.li. six y.:Aey,JD. I'Llu. ma SEPy SS SN. JkM tw. Tm MTYIAT.Mj 4CCCIRTAM 1110[RAIfdS fCR. SEd SUER GC.VIECMYB. TC •JAA LfICS.ME AS ENLQII@. A NBYEG CU" YAN -CUT A A 1101f IISING IE %b1L cant (rtw M AFfil Ed EOJAL} fl GCNtliK YAV! - C°SE�pdMPJ All A H04Y: SA).]IE (6Y A�PACVEJ EQILL} c. PYC YWI - mw-0NIFC ww A FWAC SIDC( Im APd04ID MAIL) CR =1111 A RE1 TEE Yd,IG IRC9 WIg1Wfi. C. DIA:IEE Sim 1W1 C]llllt_ 9'N11 A RvAc EAl (OR APPROM EOM3 E NAAWQE CON+ECTM AT T1I i1quENMbla�JkSRa m w 13 .L3N:C5 . i<R MF IN lC % F iA6T" A SNNS- .E >L � O J11ET TEE DUE PIPE 1DLOC 15 y- P1u s" Mltt C MN ' B V IANN RANI°irX W,=ING 'EYiI ^u SbF.6E1YR.fl FVAII(W OF tE✓•: xT •uuN OY4R.:14, - klE,i(S.tiflM .. UNLESS OT 11CO SFfNriI RQl* AN; SIDE S 3-5' 1Mt HAVE A MNT 1,E 21 COl¢At: AT VVAT N, W 1 3 5' LOMEN- liAN THE LOWEST NmiSE ELNA'fION,;NRICiF1pi S LON11111. u", 5 ,. ,., NHS ,.� „w. CITY OF °5i'2 "` M RENTON I 0�� bATUM iw , �� Planning/Building/Public Works Dept. BY DATE APPR m: ' em. PLIR - fleet 56P1b1l 2011 CHECKED FOR COMPLIANCE TO CITY STANDARDS LaRosa SANITARY SEWER PLAN AND PROFILE C.Q- S- '3'7 -1 q 0(. a 3 �m N3 mz I � 8 O m N�o CDC ` m R G Z eg� z G) � c � N 3 NZ m $ m J A ma 1 'c N o�D a fillN N 8 O H G z�N GGGGCGCG �� Z SEE SANITARY SIDE SEWER / / t TABLE ON THIS SHEET 7 i i FF= 453.80 a z w 1 1.L 450 445 0 435 CN 2 M101*9 OW Bobo You ft �AIT,1n60RWA) loll CL INT'N ST7��3 = STA. FLFV_ = ( ' . '50M j1, TYPE 1 -46° STA. 13 +75.69, 3.24' RT. STA. 5 +03.28, 4.45' LT. RIM -468:58 - I£ IN= 444.60 8 "0 S CONNECT TO EXISTING 8 "1! CONTRACTOR TO VERIFY ^s.. PRIOR; TO CONSTRUCTION,. A PORTION OF THE NW 1/4 OF SECTION 29, TWP. 23'N., RGE. 5 E, KING COUNTY, WA AXIS SURVEY & MAPPING, INC. 13003 NE 126TH PL KIRKLAND, WA 98028 425- 823 -5700 X111 02. TYPE 1 4s° 452.77' AS -BUILT DRAWINGS STA. 6 +43.43, 6.61' LT. 445.50' 6" SE RIM 46E.93 "5.19'8" N 10/31/2014 IE IN =445.49 6 "a SE 445.49' 6" S IE OUT - 445:2 -$'0 N 445.50'6"W --:� -- 440 L.F. 810 PVC S.S. �`.. O S = -68269 FT /FT 6 +00 . v . ........:_ , ._..._, ",__ ... . 14 FF =455.50 26' PRIVATE ACCESS FF- 455:47 AND PUBLIC 1 UTILITY ESM'T. N I I PROPOSED WATER) 6 "0 S.S. 0 2.00- _ BEGIN ALLEY IMPROVEMENTS MIN. (TYP,) STA. 5 +26.50, AT CL I I JOINT UTILITY 17 TRENCH (TYP) FF= 452:70 n END ALLEY -. 10' PRIVATE JOINT STA.= 6 +67., UTILITY ESMT. OYP ) ACCESS EASEMENT (PRIVATE ACCESS EASEMENT) RIM= 650.5 450.52' IE IN -"A^ 40 8 "0 S 440.x6' I 440.75' IP NIT- z:ah cv R "a w 440.66' Fdd*,V iMs, WA ii www "moiVi6aom �NFnaimNnnG I ;� M �"�1 I S= 0.0302 t ® q 16 FF=454.70 452.77' 445.50'6" SE 445.19'8" N 445.49'6" S 445.50'6" W N0.: REVISION - IMISTIN OF LENGTH OF SERUCE INVERT SERVICE PROM IMMIRT 8MVICE FROiM INV$RT DOMRNSTROWI ELEVATION AT SSIWAIN TO ELVAMM" &S.C.O. TO ELEVATION AT STRUCTURAL. LOT S.S.M.H. S.S. Am* $.&C.0. AT.SS.C.O. STUB S.S. SAM PA1I11 ELSMIION'.. 14 2 - 445.49. 14 447.69 10 448;89 452.$ 15 2 445.49 59 4+89.50 10 449.00 453.0. 16 1 2 '- .445A9 21 447.04 10 44$:20 - 2.2 _.. L V TS CF P >= ZON- -T FFI DINE. MA FI71A1 Foie /i -- ` EE NOTE 11 N,1 R PI' i / O.Dr or PIPE FOl \ iATIO\ 3 =]2INS For SANI A2° S =W?r ?IFE NOTES 1. F 0',: U[ITCRM SUPPORT 1,11011 3AI2M. 7 1 ANr TANF 111,11-7 IJA..qcirS. 3. COU'ACT BEOCI\G�VAMR AL T8 St% `IAN, _aST° EXCEP- D RECT_Y Chi °P -. AANJ IANI`:AJ Y. •. P K NSTALLAn S -AU- BE PER FED ON 7 Ob OF ' E S-WA'o SPEC-CARONS. 3 F zM- NA`TN TJIA I ?_ °mAIY iAC.['T MR 17AVS' 0.5 SI` C:1 IT S 111 A..(:f ::A11S "'ST r.111% :3 ill SIANDAIG) SP III CA C.NS 1E'P A CIA', 1. E. FPE N.ST. E3 A<CAOREC N SJC4 A NANNE2 AS -C zc SORE F_0. 1'HF is MA \TA1V 1. �. IIR N:: 1 °111111 "SIIA I I PI t S CIIC:N 7 -M14 01 It � aND .i)srr::- Gdn:ivs. DFT'ARril OCTORFR 3012 n SCALE: "-2W HORIL 1"-W VER17. 20. 10 0 2D 40 NOTES: 1, EXISTING UTILITIES ARE SURFACE LOCATED ONLY. CONTRACTOR TO VERIFY LOCATION AND ELEVATION PRIOR TO CONSTRUCTION. 2. FOR TRENCH SECTION ON THIS SHEET. 3. FOR SIDE SEWER CONNECTIONS SEE SIDE SEWER CONNECTION DETAIL THIS SHEET. SEWER STUBS TO THE PROPERTY LINE SHALL BE 6 -INCH O 2R SLOPE FROM MAIN TO RIGHT -OF -WAY THEN UP TO SEWER STUB ELEVATION UNLESS OTHERWISE NOTED. 4. MANHOLES LOCATED IN DRIVEWAY APPROACHES SHALL BE SET TO FINISH GRADE. MANHOLES LOCATED IN UNIMPROVED AREAS ARE TO BE SET A MINIMUM OF 6' AND A MAXIMUM OF 12" ABOVE FINISH GRADE, OR MUST HAVE 2'DIIA. CONCRETE RING POURED AT GRADE. WHERE MANHOLES LOCATED IN PAVED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. 5' BULLgNS. S_NiER PVE. I \gp (qyQ g q rj I fi•%E'Ifl• w 12 z <' ^a5 JMNIOIG PoST FANW TEE W1H N 9:1[:4Lt{):T Z S AZE• =FAN l PITT Nw 1Ni.PQ0 'IM s"" CAST fl°II RpG d CTUt N91W`PfD ARx,IG 11F it MDR. S.o Ta4 MT11C� Evill e%IFwm m ac TGP w NE: SM 5:£l4Y1.0w w.li. six y.:Aey,JD. I'Llu. ma SEPy SS SN. JkM tw. Tm MTYIAT.Mj 4CCCIRTAM 1110[RAIfdS fCR. SEd SUER GC.VIECMYB. TC •JAA LfICS.ME AS ENLQII@. 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PLIR - fleet 56P1b1l 2011 CHECKED FOR COMPLIANCE TO CITY STANDARDS LaRosa SANITARY SEWER PLAN AND PROFILE C.Q- S- '3'7 -1 q 0(. a 3 �m N3 mz I � 8 O m N�o CDC ` m R G Z eg� z G) � c � N 3 NZ m $ m J A ma 1 'c N o�D a fillN N 8 O H G z�N GGGGCGCG �� Z L V TS CF P >= ZON- -T FFI DINE. MA FI71A1 Foie /i -- ` EE NOTE 11 N,1 R PI' i / O.Dr or PIPE FOl \ iATIO\ 3 =]2INS For SANI A2° S =W?r ?IFE NOTES 1. F 0',: U[ITCRM SUPPORT 1,11011 3AI2M. 7 1 ANr TANF 111,11-7 IJA..qcirS. 3. COU'ACT BEOCI\G�VAMR AL T8 St% `IAN, _aST° EXCEP- D RECT_Y Chi °P -. AANJ IANI`:AJ Y. •. P K NSTALLAn S -AU- BE PER FED ON 7 Ob OF ' E S-WA'o SPEC-CARONS. 3 F zM- NA`TN TJIA I ?_ °mAIY iAC.['T MR 17AVS' 0.5 SI` C:1 IT S 111 A..(:f ::A11S "'ST r.111% :3 ill SIANDAIG) SP III CA C.NS 1E'P A CIA', 1. E. FPE N.ST. E3 A<CAOREC N SJC4 A NANNE2 AS -C zc SORE F_0. 1'HF is MA \TA1V 1. �. IIR N:: 1 °111111 "SIIA I I PI t S CIIC:N 7 -M14 01 It � aND .i)srr::- Gdn:ivs. DFT'ARril OCTORFR 3012 n SCALE: "-2W HORIL 1"-W VER17. 20. 10 0 2D 40 NOTES: 1, EXISTING UTILITIES ARE SURFACE LOCATED ONLY. CONTRACTOR TO VERIFY LOCATION AND ELEVATION PRIOR TO CONSTRUCTION. 2. FOR TRENCH SECTION ON THIS SHEET. 3. FOR SIDE SEWER CONNECTIONS SEE SIDE SEWER CONNECTION DETAIL THIS SHEET. SEWER STUBS TO THE PROPERTY LINE SHALL BE 6 -INCH O 2R SLOPE FROM MAIN TO RIGHT -OF -WAY THEN UP TO SEWER STUB ELEVATION UNLESS OTHERWISE NOTED. 4. MANHOLES LOCATED IN DRIVEWAY APPROACHES SHALL BE SET TO FINISH GRADE. MANHOLES LOCATED IN UNIMPROVED AREAS ARE TO BE SET A MINIMUM OF 6' AND A MAXIMUM OF 12" ABOVE FINISH GRADE, OR MUST HAVE 2'DIIA. CONCRETE RING POURED AT GRADE. WHERE MANHOLES LOCATED IN PAVED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. 5' BULLgNS. S_NiER PVE. I \gp (qyQ g q rj I fi•%E'Ifl• w 12 z <' ^a5 JMNIOIG PoST FANW TEE W1H N 9:1[:4Lt{):T Z S AZE• =FAN l PITT Nw 1Ni.PQ0 'IM s"" CAST fl°II RpG d CTUt N91W`PfD ARx,IG 11F it MDR. S.o Ta4 MT11C� Evill e%IFwm m ac TGP w NE: SM 5:£l4Y1.0w w.li. six y.:Aey,JD. I'Llu. ma SEPy SS SN. JkM tw. Tm MTYIAT.Mj 4CCCIRTAM 1110[RAIfdS fCR. SEd SUER GC.VIECMYB. TC •JAA LfICS.ME AS ENLQII@. A NBYEG CU" YAN -CUT A A 1101f IISING IE %b1L cant (rtw M AFfil Ed EOJAL} fl GCNtliK YAV! - C°SE�pdMPJ All A H04Y: SA).]IE (6Y A�PACVEJ EQILL} c. PYC YWI - mw-0NIFC ww A FWAC SIDC( Im APd04ID MAIL) CR =1111 A RE1 TEE Yd,IG IRC9 WIg1Wfi. C. DIA:IEE Sim 1W1 C]llllt_ 9'N11 A RvAc EAl (OR APPROM EOM3 E NAAWQE CON+ECTM AT T1I i1quENMbla�JkSRa m w 13 .L3N:C5 . i<R MF IN lC % F iA6T" A SNNS- .E >L � O J11ET TEE DUE PIPE 1DLOC 15 y- P1u s" Mltt C MN ' B V IANN RANI°irX W,=ING 'EYiI ^u SbF.6E1YR.fl FVAII(W OF tE✓•: xT •uuN OY4R.:14, - klE,i(S.tiflM .. UNLESS OT 11CO SFfNriI RQl* AN; SIDE S 3-5' 1Mt HAVE A MNT 1,E 21 COl¢At: AT VVAT N, W 1 3 5' LOMEN- liAN THE LOWEST NmiSE ELNA'fION,;NRICiF1pi S LON11111. u", 5 ,. ,., NHS ,.� „w. CITY OF °5i'2 "` M RENTON I 0�� bATUM iw , �� Planning/Building/Public Works Dept. BY DATE APPR m: ' em. PLIR - fleet 56P1b1l 2011 CHECKED FOR COMPLIANCE TO CITY STANDARDS LaRosa SANITARY SEWER PLAN AND PROFILE C.Q- S- '3'7 -1 q 0(. a 3 �m N3 mz I � 8 O m N�o CDC ` m R G Z eg� z G) � c � N 3 NZ m $ m J A ma 1 'c N o�D a fillN N 8 O H G z�N GGGGCGCG �� Z I � 8 O m N�o CDC ` m R G Z eg� z G) � c � N 3 NZ m $ m J A ma 1 'c N o�D a fillN N 8 O H G z�N GGGGCGCG �� Z J A ma 1 'c N o�D a fillN N 8 O H G z�N GGGGCGCG �� Z 8 O H G z�N GGGGCGCG �� Z