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HomeMy WebLinkAboutS-345013NE 4TH ST. F_ 9 10 16 15 - � I O F W Z o Dg Z� W� �a Q 0 Z� e Call 2 Worft Days Before You Dg LL0 1- 800 - 424 -5555 ,s - Utlltles Underground Location Cmter Q € (IDMT.ND,OR,WA) O� A PORTION OF THE NW 114 OF SECTION 15, TWP. 23 N., RGE. 5 E., W.M., KING COUNTY, WASHINGTON 0 PAD 18 +° EL.= 403.75 20 ' I ......... .... ..........._-. -7.�.. 6 "4 PVC SIDE SEWER :.. i ( o -- - -- EL.= 403.75 19 :ANDD H. #7. TYPE 1 -48" \ ®_ ___ ._ 92i 64. 17, .99' RT. \ ,� .. .....' 0 +32 02+64.18. 5.63' PAD -\ a .-. �z299 L.F. 8 "0 � J EL. =404J5 _ PVC S.S. - - - - - - - - I STA. 202 +20.00, CL CONTRACTOR TO POTHOLE " �� 1 -2" AIR VAC. ASSEMBLY IFY LINE ELEVATION PRIOR \ 0 HIGH POINT TRUCTION �� STA. 202 +10.75, 6.99' RT. ------ - - - �\ 1 - 20 GATE VALVE + \O - \ \ MAINTAIN 10' HORIZONTAL SEPARATION T - - - i ' - - -� BETWEEN WATER AND SEWER 403 +00 - - - - -- �I ° .. + n FPER JOINT UTILI TY N E TRENCH + WATER SERVICE + WS -01 347 L.F. 8" D.I. W.M ETAIL 320.1 (TYP) 0 5 PAD 6 9 a EL. 409.75 PAD PAD EL.= 409.75 EL.= 403.75 .S.M.H #6, ...I. ._. - _. ... - ...... SEE SHEET WS-04 8 i LI i L NE 2ND COURT WATER NOTES: NOTE: 1. FILL AND COMPACT ROADWAY PRISM TO FINISH GRADE PRIOR TO FOR SIDE SEWER CONNECTIONS SEE SIDE EXCAVATION FOR THE WATERMAIN INSTALLATION. SEWER CONNECTION DETAIL SHEET DT -05. 2. ALL TRENCH RESTORATION SHALL BE PER THE CURRENT CITY OF SEWER STUBS TO THE PROPERTY LINE RENTON TRENCH AND STREET OVERLAY DETAIL. SHALL BE 6 -INCH MIN. 0 2% MIN. SLOPE. LINE CHECKED FOR COMPLIANCE TO CITY STANDARDS RENTON JOB NO. 16, 401.1 0 OE 3 4 5 NO. GRADE 6 q SECOND SUBMITTAL THIRD SUBMITTAL FOURTH SUBMITTAL MYLARS CONSTRUCTION SET REVISION 3' MINIMUM; COVER 401 ESM ESM ESM rilm til:T777 401 J MIN. 6" 4CE WITH DRAIN 1• -20• R DHI NLL IF NOT ONE E INCH SGtE .1CCDftDWGLY SEE SHEET WS -04 VASHON AVE NE I.H. #9a n SHEET WS -04 I I O F W N N Z W 1A 1 20• 10' 0 20' 40' SCALE: 1 ° =20' HORIZ. 1. =10' VERT. Na'MTIT-1S fir* �' VERTICAL DATUM: VERTICAL DATUM IS NAVD 88. % PROJECT BENCHMARK IS KING COUNTY CONTROL POINT #6113, -SEE SHEET WS -04 POINT NAME RENT1503, PUBLISHED ELEVATION = 401.012 FEET. SEE SHEET HC -01 MAP FOR TEMPORARY BENCHMARK LOCATIONS, I TBM 100 - EXISTING RR SPIKE UP 0.1' ON W. FACE OF POWER POLE, ,,..__. ELEVATION = 411.79 FEET TBM 101 - EXISTING 50D NAIL UP 0.5' ON W. FACE OF POWER POLE, ELEVATION = 410.21 FEET SANITARY SIDE SEWERS N0. DESCRIPTION DATE LOTS MIN. FF ELEV. SEWER STUB DEPTH 0 END OF STUB ELEV. 0 S.S. MAIN DOWNSTREAM S.S.M.H. 5 410.75 3 405.50 401.24 S.S.M.H. MYLIn 12/22/2010 #7 6 410.75 am 403.50 398.44 S.S.M.H. 6 #6 9 404.75 AS BUILT MYLU S 10/19/2011 398.66 395.86 S.S.M.H. #6 16 405.75 z 400.04 396.12 S.S.M.H. #6 17 404.75 Z J 399.43 395.52 S.S.M.H. 0- 9A 18 404.75 399.47 395.52 S.S.M.H. #9A AS -BUILT CERTIFICATION: I HEREBY DECLARE TO THE BEST OF MY KNOWLEDGE THAT THE INFORMATION SHOWN HEREON REFLECTS THE AS- CONSTRUCTED CONDITIONS." THIS CERTIFICATION IS BASED UPON WORK PREPARED IN ACCORDANCE WITH GENERALL)��CCEPTED PROFESSIONAL ENGINEERING AND /OR / G P CE. / /C JONA. D. KARLEN)) L NO. 41959 ro'a� ss CITY OF xoftrzoxrw N.-0 teayteal . RENTON DATUM Planning /Building /Public Works Dept. III GLADCO DEVELOPMENT, L.L.C. ROSEWOOD HIGHLANDS PgGE: DMMINC ND: WATER AND SEWER PLAN AND PROFILE WS -O6 (3@'I U)- 34 .50 13 ('5­3450(3 REVISIONS N0. DESCRIPTION DATE BY 1 SECOND SUBMWEIL 01/31/2008 ESM 2 min SUBMmu 10/22/2010 am 3 FOURBf SUBMRTPL 12/06/2010 ESM 4 MYLIn 12/22/2010 ESM 5 CON51RUC110N SEE am 02/24/2011 6 AS BUIUB 09/12/2011 ESM T AS BUILT MYLU S 10/19/2011 ESM z 6 z VJ 3 -UI Z J J U. 0 0- W L .g CL 0 = 0- % CJ W ON OZ O a U w W~ � 3 � O O (r Z w Ids 0 O E_ U gg isi � c g w ¢ - o C. W ® ss z W m m ° m NNm �w E z� mw m m 0 �G rti3 v as 01, •�_ Sn z ma E W o m c 3. �3 w D �a oa Lg�i y1 r �cisTEla° S�A14iLY JOB NO.: 1352 -001 -006 DWG. NAME: WS -06 DESIGNED BY: KAO DRAWN BY: CLC CHECKED BY: DATE: 10/19/2011 DATE OF PRINT: WS-06 22 OF 31 SHEET$ r