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HomeMy WebLinkAboutWWP2703900.1W Q z v LLi O x �1 NN� L.1� W (/) ry z 1 _ - 80 LF 8 Pt/C 362 LF 8- PVC C- - f -1- _ 9F1 t -- Fl.l./ if - -r- 7 ----�- - / 28,` 00 - I. UTILITY CONFLICT NOTE.• THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCAT70N PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE AT 811 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTIL177ES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMAT70N AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT D.R. STRONG CONSUL77NG ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. NO TES.• 1. ALL TRENCH RESTORATION SHALL BE PER THE CURRENT CITY OF RENTON TRENCH RESTORATION AND STREET OVERLAY DETAIL. PER SECTION 7 REQUIREMENT FOR PATCHING, OVERLAY, OVERLAY WIDTHS, TRENCHES (ROAD CROSSINGS). IF THE OUTSIDE OF THE TRENCHING IS WITHIN THREE FEET (3) OF ANY ADJACENT LANE LINE, THE ENTIRE ADJACENT TRAVELED LANE AFFECTED WILL BE REPA VED. 2. REFER TO C42 FOR UTILITY CROSSINGS 3. MINIMUM SIDE SEWER SLOPE IS 2.00% 4. MINIMUM SIDE SEWER DEPTH IS 5-FEET FROM FINISHED FLOOR ELEVA7ON 11 Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) a J 29,,00 I I I - - __\ I DRY SEWER NOTE.• MANHOLES 11-15 AND ASSOCIATED STUBS ARE INSTALLED FOR FUTURE USE ONCE DOWNSTREAM CONNEC77ON IS AVAILABLE. FG ELEVA TION NOTE: FG ELEVATION CALLOUTS REFER TO FINISHED GRADE ELEVATION, NOT STRUCTURAL PAD ELEVATION SEWER NO TE•• © INDIVIDUAL GRINDER PUMP REQUIRED FOR SEWER SERVICE. SIDE SEWER NOTE.• SIDE SEWER LINES SHALL BE INSTALLED A MINIMUM OF 8 FEET INTO EACH LOT. FORCE MAIN NOTE.• INDIVIDUAL FORCE MAINS TO LOTS 6 THROUGH 11, 26, AND 27 SHALL HAVE LOCATOR TAPE INSTALLED ALONG THEIR ENTIRE LENGTH. SEWER STUBS LOT STAAON IE AT MAIN LENGTH ENO /E SLOPE (X) FG 1 0+64 365.14 44.5 368.00 6.43 373.00 2 1 + 18 365.72 44.5 369.00 7 37 374.00 3 0+00 366.49 44.7 369.00 5.62 374.00 4 0+99 365.98 35.5 369.00 8.51 374.00 5 1+04 366.01 35.5 367.00 2.79 372.00 6 0+00 359.95 43.4 365.00 11.63 370.00 7 0+22 359.46 49.4 365.00 11.21 370.00 8 0+00 359.52 74.9 362.00 3.31 367.00 9 1 +51 356.94 34.5 365.50 24.81 370.50 10 0+39 360.66 34.5 368.00 21.28 373.00 11 0+00 364.67 35.0 370.00 15.23 378.00 12 1 +59 369.32 31.3 375.00 18.15 380.00 13 1+54 369.24 39.6 373.50 10.76 378.50 14 0+00 370.67 42.0 373.50 6.74 378.50 15 1 + 12 370.30 1 41.5 1 374.50 10.12 1 379.50 D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 7TH O425VENUE, 3IRKLA.8D, WA 98033 1 CITY COMMENTS, REVIEW 1 MAJ 03.03.16 MAJ SURVEYED:: Sis 2 CITY COMMENTS, REVIEW 2 MAJ 05.23.16 MAJ DESIGNED: YAP 3 MSS MAJ 07.28.18 MAJ DRAWN: Y o /•� CHECKED;,• ' N0. REVISION BY DATE APPR APPROVED: SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY SEWER STUBS LOT STAAON 1E AT MAIN LENGTH END IE SLOPE FG 16 2+43 369.01 19.2 375.00 31.20 380.50 17 2+40 368.95 25.8 375.00 23.45 380.00 18 1+61 367.46 25.8 372.00 17.60 377.00 19 0+74 365.83 25.8 370.00 16.16 375.00 20 1 +31 364.29 25.8 369.00 18.26 374.00 21 0+61 365.11 32.5 368.00 8.89 373.00 22 1 + 15 365.69 32.5 370.00 13.26 375.00 23 0+00 366.49 33.1 370.00 10.60 375.00 24 0+00 366.84 35.5 370.00 8.90 375.00 25 0+09 366.82 36.0 368.00 3.28 373.00 26* 0+00 359.95 34.4 364.50 13.21 371.50 27* 0+54 359.62 33.9 364.10 13.22 370.50 NO TES: 1. STATION IS TO NEAREST DOWNSTREAM MANHOLE 2. END IE MEASURED AT CLEANOUT J. *SEE DETAILS, SHEET SS10 VERTICAL: NAVD 1988 HORIZONTAL: NAD 1953/1991 I CITY OF RENTON Planning/Building/Public Works Dept. S=390001 NORTH GRAPHIC SCALE 0 20 40 80 1 INCH = 40 FT. RECOMMENDED FOR APPOVAL BY: Date: BY: Date: BY: Date: BY: Date: ALPINE NURSERY SEWER EXTENSION PLAN U15007366 DRS PROJECT NO. 14069 0;S-390o01 PAGE: 09.28.15 SS1 31 DF 42 -o L D "z P1 1� J aC� 2 i O L CJ, 51 T a3 Nz m z T m O 1 D 0 m sD Z 0 C m m ON W � 1 I � z ' 1 Cam/] v CD tTi 0 D 0 0 m� m Do D 1 00c Emmommom