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HomeMy WebLinkAboutR-403810A A B A C A D A E F G H GENERAL NOTES: LU U Z LU LU w O OD C'7 O O 0 W z O z W ry LL O A, Ica C0 X M 00 M N O U O O 00 00 O N 00 4 N O coItt ti 0) 3 o -0 J 0 °, J ry 0, X (M 00 M L0 'IT O U Q 00 0) > rn 3 0 p 1 �I ry 0 >��� i M 1 CO 00 00 ��L� M O X M O > r n N C� 0 CD N 1 QM I 0)� o ,Yo(D 30�U) 1 �IF-LLi(D w o�Q 1 U a- X - O U V W W U) O (0 O Q U) W z J U CQ G U 135 1.........::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::......::::.................. ...... ...... ....... M.. ...... ...... ....... 135 V...... .......... :.......... :.......... :. MO 00 Cfl.:.� ... . ...................... O cq.: (p .......;.......... ;......... .........: 130 ........:..........:........ ....... I N ..... .... APPROXIMATE........ � + Lr) ...... .:.......... :......... .�..i . ...... ...... ...... .........: ........ ;........., 130 ........:..........:..EXISTING W:.......... GRADE ....:_.< :.. ....... :.......... :..........:n .......................... Ez.......:..........:......... ,.......... W............. ..................................:. 125 /L:_: ..........:..........:..........:..........:..........:.............................. :... ._._._._._:._._._....._. ._._:._................. :......... 125 O ..... :::::: :::::: :::::: :::::: :::::: :::::: :::::: ::::::: ' CD ...... ...... ...... ...... ...... ...... ...... ; d' :...... ...... ...... ...... ...... ...... ...... ...... ....... 115 ............. .....:.......... .......... .......... .......... ... ..... .......... ............................ : 115 `�^ VJ ...... ...... ...... ...... ...... ...... ...... .... ...... ....... W...... ...... ...... ...... ...... ...... ...... .... ...... ....... 110 z ........ :.......... :.......... :.......... :.......... :.......... :.......... :..........:......... .......... : 110 J 1 ..: :.......... :.......... :......... ................. RCP.S-0:0008. ...........:::::::::::::............................................. ..........96 U=.........:.... .... ...... ...... ...... ...... ...... ...... ......:105 105 100 ...... ...... ...... ...... ...... ...... ...... ...... ....... 100 ....... ...... ...... ...... ...... ...... ...... ....... 90 ......:...... ...... ..............;..........:............................. ,.........; 90 Q1II1I11 �WlIfj IN COMPLIANCE WITH CITY OF F ENTON STANDARDS VELOPMENT ENGINEERING rnair 01 /22/2019(DI I e 4C C 'Ada AffiffA0% 0 CAROLLO ENGINEERS, INC. 1218 3RD STREET, SUITE 1600 SEATTLE, WA 98101 PH:206-684-6532 FAX:206-903-0419 PLAN (STA 40+00 - 41 +08.30) ELEVATION PERMIT ISSUE DRAWING This document version is designed to contain sufficient relevant information for the applicable Permit Review submittal and approval process. 11 JAN UARY 2019 I This document is released for the purpose of information exchange review and planning only under the authority of Erik J. Waligorski, P.E. (Washington License No. 38087) on January, 2019. It is not to be used for bidding, permit or construction purposes. This document is released for the purpose of information exchange review and planning only under the authority of Brian A. Sliger, P.E. (Washington License No. 55635) on January, 2019. It is not to be used for bidding, permit or construction purposes. 40 20 0 40 80 SCALE IN FEET (HORIZ) DESIGNED/DRAWN: CHECKED: B. HAWES E. WALIGORSKI/ G. GOULD PROJECT ENGINEER: SCALE: B. SLIGER AS NOTED DESIGN APPROVAL: FACILITY NUMBER: B. ISAAC NONE PROJECT ACCEPTANCE: CONTRACT NO: M. DARBY C01307C18 5 2.5 0 5 10 SCALE IN FEET (VERY) s KingCounty 1. SEE DWG G002 FOR KEY MAP. 2. SEE DWG G002 FOR ADDITIONAL LEGEND, ABBREVIATIONS, AND SYMBOLS. 3. SEE DWG G004 FOR DESIGN DATA. 4. SEE DWG G005 FOR GENERAL PROJECT NOTES. 5. ALL SURFACES TO BE REHABILITATED SHALL BE CLEANED PER SECTION 09 97 50 OF SPECIFICATIONS PRIOR TO APPLYING LINABOND. 6. SEE DWG G004 FOR TABLE OF MEASURED DEBRIS VOLUMES WITHIN PIPE SECTIONS. DEBRIS TO BE REMOVED PRIOR TO REHABILITATION PER SECTION 09 97 50 OF THE SPECIFICATIONS. 7. THE CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL PER THE APPROVED TRAFFIC CONTROL PLAN (TCP). SEE SECTION 01 55 26 OF SPECIFICATIONS FOR THE TCP REQUIREMENTS. CONTRACTOR MUST HAVE AN APPROVED TCP PRIOR TO ANY WORK WITHIN THE CITY OF RENTON R/W. 8. SEE SECTION 01 35 43 OF THE SPECIFICATIONS FOR SOIL MANAGEMENT REQUIREMENTS ON BOEING PROPERTY. KEY NOTES: 1O SEE SECTION 01 41 26 OF SPECIFICATIONS FOR APPROVED WORK/STAGING AREAS AND TRAFFIC CONTROL PLAN. O2 BYPASS INTAKE AREA. SEE BYPASS PUMPING PLANS (DWGS CT108-CT110). LEGEND WORK AREA STAGING AREA XX COORDINATE CONTROL POINTS (TYP) (SEE DWG G004) 40 20 0 40 80 SCALE IN FEET (HORIZ) 5 2.5 0 5 10 SCALE IN FEET (VERY) MERIDIAN W.S.L.G.N.Z. NAD 83/2011 (BELLEVUE) METRO DATUM Know what's below. CITY OF RFNVTnnl it - Call before you dig. R-403810 DEPARTMENT OF NATURAL RESOURCES & PARKS WASTEWATER TREATMENT DIVISION EASTSIDE INTERCEPTOR SECTION 2 REHABILITATION - PHASE II PLAN AND PROFILE STA 40+00 TO 41+08.30 G DATE: JAN UARY 2019 PROJECT FILE NO: 16-1123630 DRAWING NO: C105 SHT NO / TOTAL REV 0 10 36 NO: o E F 1