Loading...
HomeMy WebLinkAboutWWP2703434.4r� ch U) 1 ^L f.L LLJ a z H V LJ j O LL . . . . . . . . . . . . . . . : . 150 . . . . . . . . . . . . . . . Lu . . . . 150 +. O J 145 . . . . . . . . . . . . . . . . W 1- 0 145 140 : : : : : : . . . . . . . . . . . . . . . . : : : : : : CL Q . . . : : : : : . . . . . . : . . . w. OOZ: . . . . . . . /� : GLFWPV Q20.0% 135 . . . . . . . . w w w . ./ SLOPE TO SSCO 41 135 5,0 $000 . . . . . . LU . . . . . . . . . . . . . . . . : CL ./. . F- .� . . . . . .. . : . .. . . . . . . : : � .. ... .. : : : : W o . : /. .3 � ... 130 130 . w w . . . : . . :EXISTING BRAVE / 61 LU a w a'o �.a.� 125 . . o z 11 LU . . . . . . . . . . . . 125 -2.0%O< o .. . . . . . . ....... ...... � uj RIX . .... ......... . . . . . ..... . .a . . . . R Lu 120120 oU .. ........ . . . . . . L EX. WATER MAIN . . . 115 .. ...... ... ... Via.. �. .� y.. : M...... ... 115 : . ' SSMH #2 . 30 LF 121' DIA 60" DROP MANHOLE EXIST SSMH : . . . . . . . . . : r :: : : : : . : : . . . . . . : STEEL CASING STA: 12+56 : 110 110 STA: 10'+05 RIM (1) . . . . . .� ! . . . . . . . �:F : P�� S . . . . . SSMH.#1. . 53•LF - 6". PVC SS IE=.141.50.(I). 90.51 IE = 90.41.(0) . . : . : 19$ 126To1` . : . : 48" 0 MANHOLE S = 11. : : : : 5%° . . . IE _ 122.00 (0) 105 �.! . . . . . . . . . . S' STA: 1'2+0 SAFETY'CCIMB R APPROVED 105 RIM.=.123. 76 . . . . . . . . . . . . . . . . . . . . EQUAL RETAINING SYSTEM SHALL . . . . . . : : . . . . . . IE _ 115.77 (1). . . . . . . . . . . . . . . . . . BE PROVIDED FOR THE MANHOLE. / : : IE = 115.60 (0) . . . . : . : . 100 _. . . . . . . . . . . . 100 . . . . . . . . . . . . . . . . . . SEAL END CAP . . . . . . . : . . : . . . . . . . . . : . . . . (TYP:) BOTH ENDS. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 95 . . . OF THE CASING . . . . . . . . . . . . . . . . . . . . . . . . 95 . . . . . . 30 LF'18" DIA. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . STEEL CASING. . . . . . . : 90 tanpv .. .... ........ .... 90 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .... ....... .... ......... ..... 85 01 (m CD N M 10+00 10+50 11+00 11+50 12+00 12+50 13+00 PROPOSED SANITARY SEWER PROFILE MRK ENGI N EEERI NG, PLLC 1954 Union Ave NE, Renton, WA 98059 Ph: (206) 799-1379 fax: W CITY OF RENTON STANDARD DETAILS: 1. FILTER FABRIC FENCE PER DETAIL B066 2. SANITARY SEWER MANHOLES PER DETAIL B071 GRAPHIC SCALE 0 10 20 HOR. 1 " = 20' VER: 1 " = 10' s_ NOT" 131T.UDtNAL.BU.FFER SPACE a N recommended regdrtfieaS if a Truck Mounted Attenua#Qr PF. ^al ".26. 34 65 ep ee (TMA m morkk vehicle may be used When no TMA is used the LENGTH 8 (FEET) 156 206 260,1350 425 495 S" 645" Protective venic4esnail be stCategicallyi located. to shield workers, with no, sPeailic"Ahead distance. ®UFFE.R DATA. TYPICAL P*0`MC;TrV6 ttaWMI! WM TMA (BEE NOTE 1) VEHICLEWPE. LOADED WEIGHT 4 YARD DUMP TRUCK, MINIMUM) WEIGHT 16;000 L83 SERVICE TRUCK, (MAXIMLIM WEIGHT SHALL 8E FLAT fTC. IN ACCORDANCE WITH MANU- FACTURER RECOMMENDATION) ROLL AHEAD STOPPINB D18TANCE = 30 FEET MIN (DRY PAVEMENTASSUMEty) 2. Night work mires additionat roadway ti+ghUrtg at flagging stations Sae WSDbT Standard -A bons for additional details. 3. Extend Channaliz Jovic8 taper. across shoulder - iecotnmended. 4. Sign sequemm is the morns for both diroationa of tr 1 an the.roadway. 5. Channelizing Device spacho for the downstream taper Option shall be 27 O.C. 6. For signs sizetaW to Manual: on Unl1brrn Trafi9e Control Deftes (MUTCD) anal V400T Sign .Fsbricatir Meouali M55-65. b 3. INSIDE DROP CONNECTION TO SSMH #3 PER DETIAL B075.1 Gc 0 4. PIPE BEDDING FOR SANITARY SEWER PER DETAIL B077 A 0 5. TYPICAL TRANSVERSE PATCH FOR FLEXIBLE PAVEMENT PER DETAIL H032.1 A AFTER THE INSTALLATION OF THE SEWER MAIN, THE CONTRACTOR SHALL RESTORE THE BENSON ROAD S. PER THE CITY OF RENTON TRENCH RESTORATION AND OVERLAY REQUIREMENTS. 1 I REVISION PER CITY OF RENTON COMMENTS -4 f 3 34 C F�nCtSTL`Q�gC+�� ' ssrCNAL EXPIRES 5 / 27 / 08 STAMP IS NOT VALID NO. REVISION UNLESS SIGNED AND DATED RAF 02-06-08 SURVEYED: SCALE: MIRK ENGINEERING DESIGNED: 1" = 20' RAFIQUE DRAWN: RAFIQUE ONE INCH CHECKED: Mazen Haidar AT FULL SCALE IF NOT ONE INCH BY DATE A P P R APPROVED: SCALE ACCORDINGLY VERTICAL- NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM 5 343404 RECOMMENDED • . APPROVAL . • ►� ,f ��� _ CALL 2 DAYS BEFORE YOU DIG 1-80011-424-5555 CITY FILE NO.: CHECKED FOR COMPLIANCE TO CITY STANDARDS DATE: DATE: .�- CITY OF SEWER LINE EXTENTION PROJECT 02-05-08 TERESA TRAN PROPERTY FIELDBOOK: RENTON 1240 BENSON ROAD S. PAGE: DRAWING N0: Planning/Building/Public Works Dept. RENTON, WA 98055 SEWER PROFILE AND TRAFFIC CONTROL PLAN SHEET: 4 Or: 4 cD5.3434pq- A-WNNN NIA 9