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HomeMy WebLinkAboutTRO4103430.25 (2)80 .......... : ....... I .................................. ................. ............................ I ......... : ........................................................................... ................. 80 . . . . . . . . . . . . . . . . . . . . . 60. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........................................................... . . . ... . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . lg:� . . . . . . . . . . . . . . . . . . . . . . . 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WEST GUTTER LINE 8.0 ...... : .................................................. .................................. .......... : ............................................................................................................................................... ............................................................. 80. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 60 0- .......... .................... ............................ ...... ................................................. ........ 60 ............................................................................................... .............................. ............................. ...... ..... ..................................................... .......... ...... ......... .............................. ............................ .................... 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EAST GUTTER LINE r-O CD z: 11-14-11 pjN G 'A co- As SURVEYED: DRAWN BY: KPG KPG SOD SOS LLJ 0 DESIGN BY: SOD 753 9th Avenue N 2502 Jefferson Avenue BID D, 0 2 32 CHECK BY: NJD Seattle, WA 98109 Tacoma, WA 98402 DOCUMENTS Elf 0- STV, PROJ IVIGR: JF (206) 286-1640 (253) 627-0720 L www,kpg,com N 0 1".1 BED: REVISION DESCRIPTION BY APP.DATE FILE: 0655DJUTPRF01.dwg 0 5 10 20 40 60 HORIZONTAL SCALE IN FEET VERT, SCALE=1/2 HORIZ. SCALE GENERAL JOINT TRENCH PROFILE NOTES 1. SEE JOINT UTILITY TRENCH PLANS AND SECTIONS FOR APPROXIMATE PLAN LAYOUT AND DETAILS, SHEETS 164-179. 2. THE JOINT TRENCH PROFILE SHOWN IS APPROXIMATE. ADJUST THE PROFILE AS NECESSARY TO AVOID CONFLICTS WITH EXISTING AND PROPOSED UTILITIES, WHILE MAINTAINING 36" MINIMUM COVER OVER CONDUITS AND 12" MINIMUM VERTICAL CLEARANCE BETWEEN OTHER UNDERGROUND UTILITIES. THE CONTRACTOR SHALL VERTICALLY TRANSITION THE TRENCH DEPTH BY DEFLECTING JOINTS OR INSTALLING BENDS PER THE FRANCHISE UTILITY REQUIREMENTS, AND TYPICAL JOINT UTILITY TRENCH TRANSITION DETAIL, SHEET 174. 3. LOCATION, DEPTH AND SIZE OF EXISTING UTILITIES ARE APPROXIMATE. CONTRACTOR TO VERIFY BY POTHOLING BEFORE EXCAVATION. 4. CONTRACTOR SHALL SEQUENCE WORK TO ALLOW CONTINUED OPERATION OF ALL EXISTING UTILITIES UNTIL NEW SYSTEM IS COMPLETE. ONCE NEW SYSTEM IS COMPLETED, TESTED, APPROVED BY UTILITY OWNERS AND FULLY OPERATIONAL, CONTRACTOR SHALL REMOVE OR ABANDON EXISTING FACILITIES NO LONGER IN USE. 5. COORDINATE JOINT UTILITY TRENCH PROFILE WITH WATER PROFILE, SHEETS 146-159 AND STORM DRAINAGE PROFILE. 6. FOR PROFILE REFERENCE POINT, SEE TYPICAL JOINT UTILITY TRENCH PROFILE COORDINATION DETAIL, SHEET 174. T-3430128 CORRESPONDING SHEETS CATEGORY SHEET] RIGHT OF WAY PLANS EXISTING CONDITIONS I 15 1 63 SITE PREPARATION & TESC PLAN 77 ALIGNMENT P!-AN 89 ALIGNMENT PROFILE 101 DRAINAGE PLANS DRAINAGE PROFILE 112 123 WATER PLAN 140 WATER PROFILE 154 JOINT UTILITY TRENCH PLAN 172 JOINT UTILITY TRENCH PROFILES - PROPERTY RESTORATION PLANS 203 CHANNELIZATION & SIGNING PLAN 225 ILLUMINATION PLANS 236 IRRIGATION PLAN 290 LANDSCAPE PLAN 302 CITY OF RENTON RAINIER AVENUE S (SR 167) DRAWING NO. 188 Public Works Department S GRADY WAY TO S 2ND ST PROJECT NO. TED403430 APPROVE FOR CONSTRUCTION JOINT UTILITY TRENCH PROFILES FED AID NO.-CM0167(048) BY: DATE: NOV 2011 '73"04 D A T E: STA 42+00 TO STA 45+00 SHEET NO. 188 OF