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HomeMy WebLinkAboutR-4038150 0 C N E F G H w U z w w w 0 00 O O 0 LU z O z LU ry LL O A, 0 0 3 0 U O O Q 00 00 0 N O U 0 0 w rn 00 0 3 ri O 0 2 0 Q 00 M 00 0 N O ti J z O ° ' � w O ry x (M 00 O Cf) U Q 0 1 O 0 ry �CQ 00 M� CO = �:,CD lm� I E � �LCO,� (Dom N X 0 T D N 3C� 0 2 N 0-0 M �I �o YLl N 0 : I F LL w Q �J � U a- X 7 I I O U V LLJ LLJ O O O Q U) LLl z J U Q 75 PUGET SOUND ENERGY/ ELEC 082305 9178 920 LAKE WASHINGTON BLVD N RENTON, WA 98055 BYPASS INTAKE AREA. SEE PLAN (STA 40+00 - 41 +10.80) N COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING rnair 01 /22/2019 H CA 4C C 'Ada NiVAPW 0 CAROLLO ENGINEERS, INC. 1218 3RD STREET, SUITE 1600 SEATTLE, WA 98101 PH:206-684-6532 FAX:206-903-0419 C 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 1 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. E DESIGNED/DRAWN B. HAWES PROJECT ENGINEER B. SLIGER DESIGN APPROVAL B. ISAAC CHECKED: E. WALIGORSKI/ G. GOULD SCALE: AS NOTED FACILITY NUMBER NONE PROJECT ACCEPTANCE: CONTRACT NO: M. DARBY C01307C18 GENERAL NOTES: `') ti N 1. SEE DWG G002 FOR KEY MAP. (10 O C:) 2. SEE DWG G002 FOR ADDITIONAL LEGEND, 00 ABBREVIATIONS, AND SYMBOLS. U 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. Nt It 7. THE CONTRACTOR SHALL PROVIDE TRAFFIC L0 O CONTROL PER THE APPROVED TRAFFIC CONTROL O PLAN (TCP). SEE SECTION 01 55 26 OF C) SPECIFICATIONS FOR THE TCP REQUIREMENTS. I CONTRACTOR MUST HAVE AN APPROVED TCP 00 PRIOR TO ANY WORK WITHIN THE CITY OF T— RENTON R/W. 8. SEE SECTION 01 35 43 OF THE SPECIFICATIONS FOR SOIL MANAGEMENT REQUIREMENTS ON BOEING PROPERTY. KEY NOTES: 1O BYPASS PIPING ROUTED ABOVE GRADE AS REQUIRED WITHIN BYPASS INTAKE AREA. LEGEND O O OVERLAND BYPASS PIPING WORK AREA APPROXIMATE LIMITS OF ASPHALT AND/OR CONCRETE PAVING REPAIR BYPASS INTAKE PIT EXCAVATION XX COORDINATE CONTROL POINTS (TYP) (SEE DWG 0004) XX UTILITY CROSSING COORDINATE (SEE DWG 0004) 40 20 0 40 80 SCALE IN FEET (HORIZ) MERIDIAN W.S.L.G.N.Z. NAD 83/2011 (BELLEVUE) METRO DATUM Know what's below. CITY OF ��niTnni a+ Call before you dig. R-403813 DEPARTMENT OF NATURAL RESOURCES & PARKS DATE: WASTEWATER TREATMENT DIVISION JANUARY 2019 EASTSIDE INTERCEPTOR SECTION 2 PROJECT FILE NO: REHABILITATION - PHASE II 16-1123630 DRAWING NO: Ki Cou BYPASS PIPING CT110 T NO / TOTAL REV STA 40+00 TO 41+10.80 15 36SHNO: O F G V H Z O CQ NG 0. O LL z U O ry 0- z O I— z LU LL O U