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Home My WebLink AboutS-345010-. ..- 0-- -- N-- -'--.. . _.. DETAIL 300.4 ON SHEEP DT -O6 In �Do -'t 00 aIN of Eo co ro co rn of - ath ate of of a1 p, In m ro ro I EXISTING 8 "0 SEWER TO BE - - - - - -- PROPOSED REMOVEDIOR ABANDON D GRADE ® OE PROPOSED STORM DRAIN EXISTING 8"0 - _ d,�__� 400 - -. . _... --------- �- -- T -_ -. __ - -__ __ -_ _ �A$SL1MLEYATlONS }` _ EXISTING LE, E S 38 95, z8' OUT W SE 1 Q6 +90 1i F 90 ! T T S 9� - -- - -- - - -- - -- - I- - -- - -- - - -- -390_ - BM �Q ®S _ _ - 3SQ- ..._._.__._ Lil _S.S 105+17.99 3 TYPE 1 -48 "0 1... - _- �. ._-I, = r. - - -- -= -' --- - _--- ----- - - -- - _- �.__-- - - - - -- -- --- ---- -- ...---._... _._- - - --- - -- - -- -- -- `3 I W J STA. j4 H. A3. -1'9- 5.20 LT. 0 �" �� _ -i811 L.F., 0 PVC S.S. EX S. S.M.H. } _ RIM 89° ?9- yi93.60 T - -- N = ? b S-F • 106+47 19 S Fl. 1 6 +66.28, 17 22 RT� AS -BUILT CERTIFICATION: I I. . - ', IN N W 38250 _ t( E I i I 1 _ R @� 386.09 QU - I.E. _ *+>*�8 0 OUT tS�) 38239 0• 4 SS.M.H. 1 T E 1 48 "0 E _ 8G 19, 8 "0� 1 (NNI,)N) ! I HEREBY DECLARE O THE BEST RE N KNOWLEDGE j " STA �96+ib -4r2 -387. RT. I.E. - 80 09, 8 "0 UT (S THAT THE INFORMATION SHOWN HEREON REFLECTS THE - -� -- -- -- -- - -_._ . -_.- - - 20 -L S.S. ®S- 6:A968 -F1I� -- - -- - - -- 38100 G 38i3 8p�•3W - -� -- 4 L.F., 8 "2 _- - -- -._. _.____..... -... AS- CONSTRUCTED CONDITIONS." THIS CERTIFICATION dD ZSL_ - S =O -OTfO (( - i^ 380.81 I.. 4 OUT SE .S IS BASED UPON WORK PREPARED IN ACCORDANCE WITH y 105+37.0 OONTRACTOR 0 VERIFY I) FT/F1 GENE ACCEPTED PROFESSIONAL ENGINEERING '` a C4 5= 0.0400 ' 1 AND/OR G PRAC CE. , S.S.M. H. PE 1 -48 "0 LL,,�OCATION AND ELEVATION PRIOR 1*0 EXISTING SUER STUB PER AS -BUILT DW 5 -435. STA. 4 65 RT !I YO CONSTRUCTION. NOTIFY 4- alas CONTRACTOR TO DEFLECT ACCORDINGLY TO L T.G. = 39.6&39281 ! INGINEER OF iANY JO T N D. KARL N, L.S NO. 41959 N _____ CONNECT INTO NEWS EM, CONTRAC OR MUST - - - - - -- -- - L- 3g? - -8 "0 IN W -- '3871'7 -- r- -- -- - -- DISCREPANCIE . MAINTAIN TO S ER STUB. LE. = 3>'.46, �8 "0 OU� �E)I 382.03 ! �� u o � T 104 +40 1 104 +80 I 105 +20 105 +60 1 1061+00 1061 40 6` CHECKED FOR COMPLIANCE 1 1 SECOND SUBMITTAL ESM 1/31 /2oo 8 2 THIRD SUBMITTAL ESM ,0/22/20, OESroNDI: Y�20' :S 2} CITY OF GLADCO DEVELOPMENT, L.L.C. � TO CITY STANDARDS HDX12INrtAl Nw 1B� /, °BI x a 3 FOURTH SUBMITTAL ESM 2/06/201 ML RENTON ROSEWOOD HIGHLANDS 4 MYLARS ESM 2/22/201 pm�°' cu" Dl Nc NO OEWCH 5 CONSTRUCTION SET ESM 02 /2a /zm m: DA UM Planning /Building /Public works Dept. WATER AND SEWER PLAN AND PROFILE WS -03 Q V WI 2 Working Days Before You Dig IF XW ONE ING NO. REVISION BY DATE APPR A°FRarE°: seas eewNOwelx sxEEC 19 31 W 1- 800 - 424 -5555 Lnilfte Underground Location Center (D,MTND,gjWA) RENTON JOB NO. REVISIONS -- -- -- - ' -- 5 -435. CONTRACTOR DEFLECT CT IO NEW SYSTEM. ACCORDINGLY TO CONNECT M PER STD PLAN 407 CONTRACTOR MUST MAINTAIN SERVICE TO SEWER STUB, 105 +27.99. 11.31' STA. - t6s+20.914.5+ RT. STA. 105+26.72, 12.47' RT. STA. 105+29.29, 12.56' RT. 3 -8" GATE VALVES KING ING SAWCUT AND PATCH ASEMAIN. 1 -8" TEE (FL) TO CONSTRUCT VAULT AND INSTALL cur_I SEWER MAIN. N rrF enMNFennnl PT=R SANITARY SIDE SEWERS ' A PORTION OF THE NW VASHON PL SEE SHEET WS MAINTAIN 10' MINIMUM 1/4 NE -05 OF SECTION 15, TWP. 23 N., _ - _ _______ _ ____� RGE. 5 E., W.M., KING COUNTY, WASHINGTON 20' To, 0 20' SCALE: I " =20' HORIZ. i " =10' VERT. n '- ---- -� IN 2ND Cf w w Z z W 40' a z NE 2NDP�CE 1 389.60 383,57 1 S.S.M.H. #3 3 FOURTH SUBMITDL 12/06/2010 HORIZONTAL SEPARATION ESM 4 MnMB 12/22/2010 ESM 5 CONSIRUCTON SET ESM 02/24/2011 I BETWEEN WATER AND SEWER 6 AS BUILM 09/12/2011 ESM T AB BUILT MTIAR$ 10/19/2011 FSM r I I I 8 Z u�/)� VJ 3 10 1 % 12 ( I r al I NOTES LL AND COMPACT ROADWAY PRISM TO FINISH GRADE PRIOR TO J 0 PAD I P Z = o W EXCAVATION FOR THE WATERMAIN INSTALLATION. O EL. 398.75 EL. 96.75 I 0 I rR CT I Q I REMOVE EXISTING S.S.MH. #2 2 ?a W W 0 c zl AND 8 "A PVC S.S. FROM 2. ALL TRENCH RESTORATION SHALL BE PER THE CURRENT CITY OF 0 O + ' g ,; i STOR VAULII M I ' % X w m EXISTING S.S.M.H. #2 TO UNION RENTON TRENCH AND STREET OVERLAY DETAIL. J N d' JOINT UTILITY TRENCH S.S.M.H. #3, TYPE 1 -46 0 3 STA. =HrH�89 -5:26 LT. _ ' I i 20 I I 1 I O I AVENUE PER CITY OF RENTON 3. FOR SIDE SEWER CONNECTIONS SEE SIDE SEWER CONNECTION DETAIL C O 105+17.99, 0.33' L.F. PV S ' ' O STANDARDS - HE PROPERTY LINE SHALL BE U I ff I d 6 -INCH MIN. ® 2% MIN. SLOPE. W Q ........................... ..........._....._......................... .......................... ._,..._ .................. ..._...._..;......._........... ,. I I W 0 vo °m E z NvQ EXISTING MANHOLES AND MAIN TO BE ABANDONED OR REMOVED, IN m, E z� J 7N O V i64 -LF. 8 2 PVC SS '0-� xi5 -' `°`• °� ° °° NOcm 8 m • 0 V S.S.M.H. #2, TYPE 1 -48"0 u ILL E - 0 NE 2ND PLACE. CONTRACTOR MUST MAINTAIN SERVICE TO ALL EXISTING 3 WI- UI 153 . RT I L• gr7 SEWER STUBS OFF EXISTING SEWER MAIN. Y = W JOB NO.: 1352- 001 -006 DWG. NAME: WS -03 ' I 105+37.10. 6.36- ' DRAWN SY: I 20 L.F. OF EXISTING 8 "0 TO BE 5. MAINTAIN WATER AND SEWER SERVICES TO EXISTING HOUSES. DATE: 10/19/2011 N Z PRINT: 1'' 19 OF 31 SHEETS , I ; I REMOVED OR ABANDONED RECONNECT EXISTING SIDE SEWERS PER STD PLAN 407 ON SHEET c -' - -G -D =- _. _ i i iL! - �� i DT -05. N = 6 165 +00 s -- _�� - -_ - --- ----_- - -- "4 V - % _ - -- 1_06 +00 - - - - -- e EXISTING 8 PVC S.S. PER 1 AS -BUILT DING #}w -505 VERTICAL DATUM: - w- EX 8" DI - EX. #1, TYPE 'I -48 "0 VERTICAL DATUM IS NAVD 88. _ _, - _ �__.,w ws' EX 8" D.I. - 106 +6 STA 106 +66.28, 17.22' RT. - PROJECT BENCHMARK IS KING COUNTY CONTROL POINT #6113, - - '-- - J w - -� POINT NAME RENT1503, _ PUBLISHED ELEVATION = 401.012 FEET. 104 L.F. 8 "0+ PVC S.S. SEE SHEET HC -01 MAP FOR TEMPORARY BENCHMARK LOCATIONS, EXISTING SEWER MAIN PER AS -BUILT DWG S -435 TO BE ABANDONED OR REMOVED TBM 100 - EXISTING RR SPIKE UP 0.1' ON W. FACE OF POWER POLE, THICKENED EDGE 106 +47.19 5.71' ELEVATION = 411.79 FEET SEE DRAWING RD -01 EXISTING 8 "O D.I. W.M. PER S.S.M.H. J1, TYPE 1 -48 "4 TBM 101 - EXISTING SOD NAIL UP 0.5' ON W. FACE OF POWER POLE, AS -BUILT DWG #W -505 STA 9961 !;F.99 -3-98- RT. ELEVATION = 410.21 FEET EXISTING SEWER STUB PER AS -BUILT DWG NF 9111 PI AC_F SHALLOW MANHOLE PER STD PLAN 400.2 -. ..- 0-- -- N-- -'--.. . _.. DETAIL 300.4 ON SHEEP DT -O6 In �Do -'t 00 aIN of Eo co ro co rn of - ath ate of of a1 p, In m ro ro I EXISTING 8 "0 SEWER TO BE - - - - - -- PROPOSED REMOVEDIOR ABANDON D GRADE ® OE PROPOSED STORM DRAIN EXISTING 8"0 - _ d,�__� 400 - -. . _... --------- �- -- T -_ -. __ - -__ __ -_ _ �A$SL1MLEYATlONS }` _ EXISTING LE, E S 38 95, z8' OUT W SE 1 Q6 +90 1i F 90 ! T T S 9� - -- - -- - - -- - -- - I- - -- - -- - - -- -390_ - BM �Q ®S _ _ - 3SQ- ..._._.__._ Lil _S.S 105+17.99 3 TYPE 1 -48 "0 1... - _- �. ._-I, = r. - - -- -= -' --- - _--- ----- - - -- - _- �.__-- - - - - -- -- --- ---- -- ...---._... _._- - - --- - -- - -- -- -- `3 I W J STA. j4 H. A3. -1'9- 5.20 LT. 0 �" �� _ -i811 L.F., 0 PVC S.S. EX S. S.M.H. } _ RIM 89° ?9- yi93.60 T - -- N = ? b S-F • 106+47 19 S Fl. 1 6 +66.28, 17 22 RT� AS -BUILT CERTIFICATION: I I. . - ', IN N W 38250 _ t( E I i I 1 _ R @� 386.09 QU - I.E. _ *+>*�8 0 OUT tS�) 38239 0• 4 SS.M.H. 1 T E 1 48 "0 E _ 8G 19, 8 "0� 1 (NNI,)N) ! I HEREBY DECLARE O THE BEST RE N KNOWLEDGE j " STA �96+ib -4r2 -387. RT. I.E. - 80 09, 8 "0 UT (S THAT THE INFORMATION SHOWN HEREON REFLECTS THE - -� -- -- -- -- - -_._ . -_.- - - 20 -L S.S. ®S- 6:A968 -F1I� -- - -- - - -- 38100 G 38i3 8p�•3W - -� -- 4 L.F., 8 "2 _- - -- -._. _.____..... -... AS- CONSTRUCTED CONDITIONS." THIS CERTIFICATION dD ZSL_ - S =O -OTfO (( - i^ 380.81 I.. 4 OUT SE .S IS BASED UPON WORK PREPARED IN ACCORDANCE WITH y 105+37.0 OONTRACTOR 0 VERIFY I) FT/F1 GENE ACCEPTED PROFESSIONAL ENGINEERING '` a C4 5= 0.0400 ' 1 AND/OR G PRAC CE. , S.S.M. H. PE 1 -48 "0 LL,,�OCATION AND ELEVATION PRIOR 1*0 EXISTING SUER STUB PER AS -BUILT DW 5 -435. STA. 4 65 RT !I YO CONSTRUCTION. NOTIFY 4- alas CONTRACTOR TO DEFLECT ACCORDINGLY TO L T.G. = 39.6&39281 ! INGINEER OF iANY JO T N D. KARL N, L.S NO. 41959 N _____ CONNECT INTO NEWS EM, CONTRAC OR MUST - - - - - -- -- - L- 3g? - -8 "0 IN W -- '3871'7 -- r- -- -- - -- DISCREPANCIE . MAINTAIN TO S ER STUB. LE. = 3>'.46, �8 "0 OU� �E)I 382.03 ! �� u o � T 104 +40 1 104 +80 I 105 +20 105 +60 1 1061+00 1061 40 6` CHECKED FOR COMPLIANCE 1 1 SECOND SUBMITTAL ESM 1/31 /2oo 8 2 THIRD SUBMITTAL ESM ,0/22/20, OESroNDI: Y�20' :S 2} CITY OF GLADCO DEVELOPMENT, L.L.C. � TO CITY STANDARDS HDX12INrtAl Nw 1B� /, °BI x a 3 FOURTH SUBMITTAL ESM 2/06/201 ML RENTON ROSEWOOD HIGHLANDS 4 MYLARS ESM 2/22/201 pm�°' cu" Dl Nc NO OEWCH 5 CONSTRUCTION SET ESM 02 /2a /zm m: DA UM Planning /Building /Public works Dept. WATER AND SEWER PLAN AND PROFILE WS -03 Q V WI 2 Working Days Before You Dig IF XW ONE ING NO. REVISION BY DATE APPR A°FRarE°: seas eewNOwelx sxEEC 19 31 W 1- 800 - 424 -5555 Lnilfte Underground Location Center (D,MTND,gjWA) RENTON JOB NO. REVISIONS -- -- -- - ' -- 5 -435. CONTRACTOR DEFLECT CT IO NEW SYSTEM. ACCORDINGLY TO CONNECT M PER STD PLAN 407 CONTRACTOR MUST MAINTAIN SERVICE TO SEWER STUB, 105 +27.99. 11.31' STA. - t6s+20.914.5+ RT. STA. 105+26.72, 12.47' RT. STA. 105+29.29, 12.56' RT. 3 -8" GATE VALVES KING ING SAWCUT AND PATCH ASEMAIN. 1 -8" TEE (FL) TO CONSTRUCT VAULT AND INSTALL cur_I SEWER MAIN. N rrF enMNFennnl PT=R SANITARY SIDE SEWERS ' LOTS MIN. FF ELEV. SEWER DEPTH ® END OF STUB ELEV. ® S.S. MAIN DOWNSTREAM S.S.M.H. 12 1 397.75 1 389.60 383,57 1 S.S.M.H. #3 -. ..- 0-- -- N-- -'--.. . _.. DETAIL 300.4 ON SHEEP DT -O6 In �Do -'t 00 aIN of Eo co ro co rn of - ath ate of of a1 p, In m ro ro I EXISTING 8 "0 SEWER TO BE - - - - - -- PROPOSED REMOVEDIOR ABANDON D GRADE ® OE PROPOSED STORM DRAIN EXISTING 8"0 - _ d,�__� 400 - -. . _... --------- �- -- T -_ -. __ - -__ __ -_ _ �A$SL1MLEYATlONS }` _ EXISTING LE, E S 38 95, z8' OUT W SE 1 Q6 +90 1i F 90 ! T T S 9� - -- - -- - - -- - -- - I- - -- - -- - - -- -390_ - BM �Q ®S _ _ - 3SQ- ..._._.__._ Lil _S.S 105+17.99 3 TYPE 1 -48 "0 1... - _- �. ._-I, = r. - - -- -= -' --- - _--- ----- - - -- - _- �.__-- - - - - -- -- --- ---- -- ...---._... _._- - - --- - -- - -- -- -- `3 I W J STA. j4 H. A3. -1'9- 5.20 LT. 0 �" �� _ -i811 L.F., 0 PVC S.S. EX S. S.M.H. } _ RIM 89° ?9- yi93.60 T - -- N = ? b S-F • 106+47 19 S Fl. 1 6 +66.28, 17 22 RT� AS -BUILT CERTIFICATION: I I. . - ', IN N W 38250 _ t( E I i I 1 _ R @� 386.09 QU - I.E. _ *+>*�8 0 OUT tS�) 38239 0• 4 SS.M.H. 1 T E 1 48 "0 E _ 8G 19, 8 "0� 1 (NNI,)N) ! I HEREBY DECLARE O THE BEST RE N KNOWLEDGE j " STA �96+ib -4r2 -387. RT. I.E. - 80 09, 8 "0 UT (S THAT THE INFORMATION SHOWN HEREON REFLECTS THE - -� -- -- -- -- - -_._ . -_.- - - 20 -L S.S. ®S- 6:A968 -F1I� -- - -- - - -- 38100 G 38i3 8p�•3W - -� -- 4 L.F., 8 "2 _- - -- -._. _.____..... -... AS- CONSTRUCTED CONDITIONS." THIS CERTIFICATION dD ZSL_ - S =O -OTfO (( - i^ 380.81 I.. 4 OUT SE .S IS BASED UPON WORK PREPARED IN ACCORDANCE WITH y 105+37.0 OONTRACTOR 0 VERIFY I) FT/F1 GENE ACCEPTED PROFESSIONAL ENGINEERING '` a C4 5= 0.0400 ' 1 AND/OR G PRAC CE. , S.S.M. H. PE 1 -48 "0 LL,,�OCATION AND ELEVATION PRIOR 1*0 EXISTING SUER STUB PER AS -BUILT DW 5 -435. STA. 4 65 RT !I YO CONSTRUCTION. NOTIFY 4- alas CONTRACTOR TO DEFLECT ACCORDINGLY TO L T.G. = 39.6&39281 ! INGINEER OF iANY JO T N D. KARL N, L.S NO. 41959 N _____ CONNECT INTO NEWS EM, CONTRAC OR MUST - - - - - -- -- - L- 3g? - -8 "0 IN W -- '3871'7 -- r- -- -- - -- DISCREPANCIE . MAINTAIN TO S ER STUB. LE. = 3>'.46, �8 "0 OU� �E)I 382.03 ! �� u o � T 104 +40 1 104 +80 I 105 +20 105 +60 1 1061+00 1061 40 6` CHECKED FOR COMPLIANCE 1 1 SECOND SUBMITTAL ESM 1/31 /2oo 8 2 THIRD SUBMITTAL ESM ,0/22/20, OESroNDI: Y�20' :S 2} CITY OF GLADCO DEVELOPMENT, L.L.C. � TO CITY STANDARDS HDX12INrtAl Nw 1B� /, °BI x a 3 FOURTH SUBMITTAL ESM 2/06/201 ML RENTON ROSEWOOD HIGHLANDS 4 MYLARS ESM 2/22/201 pm�°' cu" Dl Nc NO OEWCH 5 CONSTRUCTION SET ESM 02 /2a /zm m: DA UM Planning /Building /Public works Dept. WATER AND SEWER PLAN AND PROFILE WS -03 Q V WI 2 Working Days Before You Dig IF XW ONE ING NO. REVISION BY DATE APPR A°FRarE°: seas eewNOwelx sxEEC 19 31 W 1- 800 - 424 -5555 Lnilfte Underground Location Center (D,MTND,gjWA) RENTON JOB NO. REVISIONS NO. DESCRIPTION /DATE BY ' SEG NO SUBMDTAL 01/31/2008 Ru 2 THIRD SUBMITTPL DIM 10/22/2010 3 FOURTH SUBMITDL 12/06/2010 ESM 4 MnMB 12/22/2010 ESM 5 CONSIRUCTON SET ESM 02/24/2011 6 AS BUILM 09/12/2011 ESM T AB BUILT MTIAR$ 10/19/2011 FSM Z 8 Z u�/)� VJ 3 J zJ J 0 1-. 0- Z = o W a a. 0 = ?a W W 0 c o 0 O Z Q U X W ~ 3 J � ( v O Z O U ff I d uY W Lu z z _ z W 0 vo °m E z NvQ cD m, E z� J 7N O V nz N 5v3 _ Z F`• 3 � NOcm 8 m • 0 V u ILL E - 0 P C 3 O� cD W2 •� a ua' L• gr7 Y S70MAL JOB NO.: 1352- 001 -006 DWG. NAME: WS -03 DESIGNED BY: me DRAWN SY: CLC CHECKED BY: DATE: 10/19/2011 DATE OF PRINT: WS -03 19 OF 31 SHEETS