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HomeMy WebLinkAboutS-39100218LF 8" . 1ST FF_ -1777 iRm 48.6 W/ PERMANENT 2" 1 ST FF=l 2N I D Fr�-- 2RD FF=i /_NU I- I- i � I • ® - • r - ■ j C.O.k.• 345,0 6 9111�1■■ ■Dlfll��� • • :' LIC ALLEY ■ ■ ■� ��, _: '�®„ !!II!111z�sT�®i1i�l MW'I�iil in ;,, IIII � i • _ i • � � � • . � ■ • IIri ST FF�= • ■ • • • ' - • 317.57 2.0 So STUB SS STVB • , ���■■■ - -343,5 . =321.71- S13.fcL Emma wr ice... :.� _- t - -.• - - IRRIGATION PLANS FOR CONNECTION DETAILS -STA. 0+69.89, 1.05' R 1-F.H.A. C.O.R. STD. DTL ' 310.1 1 6LF 10" D.I. STA. -0+86.Z9, 4.00'-4, 1-10" 22.5` BED (MJ''MJ) 174LF 10" I I GRANT C=LE S.E. (PUBLIC ALLEY) 1" WATER SERVICE - 5-1 " WATER SERVICE 4-1 " WATER SERVICE 4-Y4" WATER METERS I 4-�4" WATER METERS 5-�4" WATER METERS C.O.R. STD. DTL. 320.1 C.O.R. STD. DTL. 320.1 PER C.O.R. STD. DTL. 320.1 0, 104L,F 10" Da. a SSM�#lf0 S'T.A. 3+64.73, 4'L SSA. 4+T3:265 , C.O.W STD. DTL, 310.1 1-F.H.A. 1-' 0" 45- Bi ND XMJ IJ) }! 1-le GV (MJ) C.O ,R. STD.\\pTL. 310.1 " :3 STA. 5+50.00, WLSjE C.O.R. STD.DTL. 30.1 41 LF O D.I. ` -1-1"` AIR-VACASS M�LY C.O.R. 104LF 10D:I. \ 'l09LF 10 D.I. - T - - - - - -R- �'- - - _._STA.-55 16 54 -- - STD.- $T� - 4�5.3; -SEEROFILE PLAN ON ----- 1,LF 8" PVC °�, �s .off, 1 10 45 BEAD (t xMJ SHEET C1 -- .. Y 1©'►�■■©�'�!srL ti ,. 309.46 4 . • }s. .4 �9 a • ALL MECHANIC -JOINT FITTINGS SHALL HAVE RESTRAINT RIM=31515.6 EX. RETAINER -ISLANDS SUCH AS MEGALUG 1100 SERIES OR RO-MAC 600 SERIES ROMBIGRIP AND CONCRETE BLOCKING. IE=303.4 FOR SEWER RIMS AND INVERTS SEE PROFILE ON SHEET C19 z. FOR STANDARD SEWER MATERIALS AND DETAILS SEE CITY OF RENTON S-0463 STANDARD DETAIL PLANS. 18" MINIMUM VERTICAL SEPARATION BETWEEN WATER MAIN AND GAS MAIN. ALL SEWER LINES AND FACILITIES PROVIDED BY THE PROJECT ARE PUBLIC. SSMH #1 RIM 310.27 EX. I.E. 8" PVC NE=296.7f I.E. 8" PVC NW=296.74 ram, EX. I.E. 8" PVC SW=296t CONTRACTOR TO POTHOLE SEWER PRIOR TO CONSTRUCTION TO VERIFY HORIZONTAL J LOCATION AND DEPTH • ALL SEWER MAINS TO BE MINIMUM 8 INCH PVC. • ALL UTILITIES SERVING THE SITE SHALL BE UNDERGROUND. • A DCVA IS REQUIRED DOWNSTREAM OF THE DOMESTIC WATER METER TO EACH BUILDING. THE DCVA CAN BE INSTALLED IN THE GARAGE AND IT MUST BE INSTALLED ON THE BUILDING WATER SUPPLY LINE BEFORE THE FIRST WATER FIXTURE. • A 5'X5' PUBLIC WATER EASEMENT IS REQUIRED FOR EACH WATER METER LOCATED OUTSIDE RIGHT OF WAY. CONTRACTOR SHALL POTHOLE AND FIELD VERIFY VERTICAL AND HORIZONTAL LOCATION OF EXISTING HIGH PRESSURE GAS LINE BEFORE INSTALLATION OF ALL NEW UTILITIES IN GRANT AVENUE SOUTH TO ASSURE THAT MINIMUM VERTICAL AND HORIZONTAL SEPARATION CAN BE MAINTAINED. CONTRACTOR SHALL NOTIFY ENGINEER IF SEPARATION CANNOT BE MAINTAINED IN ORDER TO DEVELOP ALTERNATE DESIGN. U) W 0 z 0 W U a �X / STA. 0+02.89, 11.98' L 0 1 12"x10" CUT -IN TEE (FLxFL) ! C) ER C.O.R. STD. DTL. 300.4 I N 1-10 GV (FLxMJ) 2-12" GV (FLxMJ) PER C.O.R. STD. DTL. 330.1 2-12" SLEEVES (MJxMJ) W/ CONC. BLOCKING INSTALL 1.5" IRRIGATION METER WITH 1.5" j� DVCA PER C.O.R. STD. PLAN 340.8. SEE 86 I 1� Z s VAULT SERVICE DRIVEW DESIGNED TO SUPPORT +A THE WEIGHT OF A VACTO 00 TRUCK 60,000 LBS T" EX. LIGHT POLE I- TO REMAIN W STA. 10+17.86, 8.39' R TW 1-10" 22.5• BEND (MJxMJ) 1 U) 54LF 10" D.I. "CAUTION" 8" HIGH PRESSURE GAS MAIN STA. 10+70.42, 8.91' R 1-12"x10" CUT -IN TEE (FLxFL) C.O.R. STD. DTL. 300.4 1-10" GV (FLxMJ) 2-12" GV (FLxMJ) C.O.R. STD. DTL. 330.1 2-12" SLEEVES (MJxMJ) W/ CONC. BLOCKING O0 SSMH #2 CUT AND CAP EXISTING SERVICE LINE AT MAIN LINE (BY CITY) EXISTING 12" WATER 30 0 10 20 30 60 GRAPHIC SCALE SCALE:1*-3a SIDE SEWER CONNECTION TABLE BLDG LOT PIPE CLEANOUT RIM INVERT 1 5LF @ 2% MIN. 316.25 307.76 1 2 5LF @ 2% MIN. 317.10 309.26 3 5LF @ 2% MIN. 317.99 310.87 4 5LF @ 2% MIN. 318.19 311.14 5 5LF @ 2% MIN. 319.47 312.88 6 5LF @ 2% MIN. 324.28 315.96 2 7 5LF @ 2% MIN. 325.51 317.70 8 5LF @ 2% MIN. 325.71 317.98 9 5LF @ 2% MIN. 327.36 319.96 3 10 5LF @ 2% MIN. 332.27 323.04 11 5LF @ 2% MIN. 333.51 324.78 12 5LF @ 2% MIN. 333.70 325.06 13 5LF @ 2% MIN. 335.31 327.04 4 14 17LF @ 2 0 IN. 346.08 338.44 15 17LF @ 2% MIN. 347.72 340.37 16 17LF @ 2% MIN. 348.14 340.64 17 17LF @ 2% MIN. 349.51 342.03 18 17LF @ 2� MIN. 351.14 343.84 5 19 7LF @ 2% MIN. 351.14 343.64 20 7LF @ 2% MIN. 349.85 341.97 21 7LF @ 2% MIN. 348.07 340.51 22 7LF @ 2% MIN. 347.79 340.10 23 7LF @ 2% MIN. 346.06 338.38 6 24 15LF @ 2% MIN. 333.62 .328.45 25 15LF @ 2% MIN. 332.59 326.71 26 15LF @ 2% MIN. 331.90 325.58 27 15LF @ 2% MIN. 330.54 323.84 7 28 15LF @ 2. IN. 325.40 320.31 29 15LF @ 2� MIN. 323.86 318.30 30 15LF @ 2% MIN. 323.69 317.98 31 15LF @ 2% MIN. 322.34 315.70 32 15LF @ 2% MIN. 317.69 312.09 33 15LF @ 2% MIN. 316.71 310.08 8 34 15LF @ 2% MIN. 316.56 309.77 35 15LF @ 2% MIN. 315.61 307.92 36 15LF @ 2% MIN. 314.55 306.18 H • • • S-391002/W-391002 W IN COMPLIANCE WITH CITY OF RENTON STANDARDS 2 0 WASTEWATER UTILITY �' WATER UTILITY Z dchristen 10/16/2017 Abdoul Gafour 10/16/2017 0 DEVELOPMENT ENGINEERINGIL LLI rnair 10/17/2017 U Dm aC I CITY OF GRANT PLACE TOWNHOMES Ana2o1s-12-2 - RENTON � DFAWN NM z Planning/Building/Public Works Dept. WASTEWATER AND WATER UTILITY PLAN < SHIM C18 22 0