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HomeMy WebLinkAboutWTR2703450.5STA. 300+35.00, 5.00' LT. 1 -8" 90' BEND (MJ) CONC. THRUST BLOCKING 410 400 390 :m / �o o - 0 0 / n m m w . Lal f w o Cal 2 Working Day8 Before You Dig 1•-�•800-424-5555 / a Ufffaft Underground Location Center (ID,MT,ND,OR,WA) S.S.M.H. #8. SEE SHEET WS-04 CHECKED FOR COMPLIANCE Tr1 r`ITV CTAWNAWNC RENTON JOB NO. 23 PAD EL.=400.75 A PORTION OF THE NW 1/4 OF SECTION 15, TWP. 23 N., RGE. 5 E., W.M., KING COUNTY, WASHINGTON I 1 � I I I I PAD I + � PAD PAD I I EL.=391.25 I EL.=390.75 EL.=390.25 PAD EL.=388.75 o 24 � I I o 251 26 PAD I I 27 EL.=400.25 1 "0 IRRIGATION SERVICE WITH I PAD PAD PAD DOUBLE CHECK VALVE ASSEMBLY. I EL.=399.75 I EL.=399.25 EL.=397.75 PER CITY OF RENTON STD 340.8 I 3/4" WATER SERVICE PER DETAIL 320.1 (TYP I o 0 I 00 o J I 222 L.F. 8"0 D.I. W.M. I I 1 / + 212 L.F. 8" 0 O PVC S.S. � \ 13 MAINTAIN 10' HORIZONTAL SEPARATION 12 I EL. P401.25 AD BETWEEN WATER AND SEWER n mew Clio %V*04 SEE SHEET 1NS-04 VASHON PL NE NOTE: FOR SIDE SEWER CONNECTIONS SEE SIDE SEWER CONNECTION DETAIL SHEET DT-05. SEWER STUBS TO THE PROPERTY LINE SHALL BE 6-INCH MIN. 0 2% MIN. SLOPE. I I � I+ I � i I � NE 2ND PL SEE SHEET WS-03 0� In cV r_ •- aj 00 00 00 00 t\ cD to mot' P7 N P7 m m m rn rn rn rn rn rn m rn m N� n M M In M M M P7 M r7 P7 r7 300+40 300+80 0 FIRST SUBMITTAL 1 SECOND SUBMITTAL 2 THIRD SUBMITTAL 3 FOURTH SUBMITTAL 4 MYLARS N0. REVISION 301 +20 301 +60 ESM 0/15/200 SURVEYED: ESM 1/31/2 DESIGNED: ESM 0/22/201 ESM 2/06/201 DRAWN: M w ESM 12/22/201 CHECKED: BY DATE I A P P R APPROVED: 20' 10' 0 20' 40' SCALE: 1„=20' HORIZ. 1 —10 VERT. n NE 2ND CT W NF2ND W z z W ILI Q Q O z ? NE 2ND PLACE S.S.M.H. #1 KEY MAP SEE SHEET WS-03 VERTICAL DATUM: VERTICAL DATUM IS NAVD 88. PROJECT BENCHMARK IS KING COUNTY CONTROL POINT #6113, POINT NAME RENT1503, S.S.M.H. #2 PUBLISHED ELEVATION = 401.012 FEET. SEE SHEET WS-03 SEE SHEET HC-01 MAP FOR TEMPORARY BENCHMARK LOCATIONS, SEE SHEET WS-03 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 S.S.M.H. 13 WATER NOTES: SEE SHEET WS-03 1. FILL AND COMPACT ROADWAY PRISM TO FINISH GRADE PRIOR TO EXCAVATION FOR THE WATERMAIN INSTALLATION. 2. ALL TRENCH RESTORATION SHALL BE PER THE CURRENT CITY OF —THICKENED EDGE RENTON TRENCH AND STREET OVERLAY DETAIL. SEE SHEET RD-01 -PROPOSED STORM DRAIN 302+00 302+40 SCALE. VERTICAL NAVD 1988 MT 1 •sMf HORIZONTAL NAD 1983/1991 CITY O LLVV - RENTON Ij— ONE INCH DATUM I AT FULL Planning/Building/Public Works Dept IF NOT ONE INCH SCALE ACCORDINGL SANITARY SIDE SEWERS LOTS MIN. FF ELEV. SEWER STUB DEPTH ® END OF STUB ELEV. ® S.S. MAIN DOWNSTREAM S.S.M.H. 13 402.25 391.00 385.56 S.S.M.H. #3 25 391.75 386.55 386.05 S.S.M.H. #3 26 391.25 385.81 385.31 S.S.M.H. #3 27 389.75 385.08 384.58 S.S.M.H. #3 UK e WM345005 1380 DATE: GLADCO DEVELOPMENT, L.L.C. ROSEWOOD HIGHLANDS FIELDBOOK: PAGE: DRAWING NO: WATER AND SEWER PLAN AND PROFILE WS-05 SHEET: OF: 21 31 REVISIONS NO. DESCRIPTION/DATE BY 0 FIRST SUBMITTAL 10/15/2007 ESM 1 SECOND SUBMIL TTA ESM 01/31/2008 2 THIRD SUBMITTAL 10/22/201D ESM 3 FOURTH SUBMITTAL 12/06/2010 ESM 4 MYLARs 12/22/2010 ESM z O 6 z w FE Cn 3 0 U J z J Q _j 0 I- Z To Q CW G Z -<1 O W W Q W O V) 12 O Z O Q U � Q w3 Jf () `/ O z OR W rL. O U HOOD U �G2 I I o r 1ppI�� qN Chi O N� t !n Cc W m CA c a a0 W ® ix z cc ( — z Lu a� $ (9 m o 00 o E z — va�< ~ o o°c �2 J cow,Q «0 3: V to « v N 0 C (z •� z (n N i J fl 0 v v E — 3 ` �L 3 3 �Y �O 03 c W O u D_ Q/STD° 12 ZZ /b JOB NO.: 1352-001-006 DWG. NAME: WS-05 DESIGNED BY: KAO DRAWN BY: CLC CHECKED BY: DATE: 12/22/2010 DATE OF PRINT: WS-05 21 OF 3 1 SHEETS O lTJ O O vCDa l O z � d (� b r