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HomeMy WebLinkAboutS-391001W LLI 2 0 z 0 W U ^Q L. _ z Q DC 0 I 1 � t, MIN. WIDTH OF TRANSVERSE PATCH (ROAD CROSSING) SHALL BE 6.5 FEET. PATCH SHALL BE A MIN. OF 1 FOOT : r BEYOND THE EXCAVATION. IF THE OUTSIDE OF TRENCHING IS +0 WITHIN 3 FEET OF ANY ADJACENT LANE LINE, THE ENTIRE AFFECTED LANE SHALL .. BE REPAVED. , COMBINED PUBLIC DETENTION/WET VAULT IIICOMMCTOR TO USE CAUTION WHEN - EXCAVA71NG AROUND EXISTING GAS hWNIII HAND DIGGING MAY BE NECESSARY. PIPE TO BE LOCATED PRIOR TO START OF CONSTRUCTION. PUBLIC WATER EASEMENT (FROM R.O.W. LINE TO R) CB #14 (HIGH FLOW BYPASS) 5' MIN SEPARATION /BETWEEN RTION OF PARCEL 20305-9Q1 STORMFILTER MANHOLE BETWEEN STORM DRAIN AND SANITARY SEWER (TYP) MIN SEPARATION WATER AND TARY SEWER (TYP) CB#8 SSMH#9 _CB#9 CB#10-�8#-1-------- - / LWA IIII , ,IIII�" ,. �. "CAUTION" 8" HIGH PRESSURE GAS MAIN LIGHT POLE WITH LUMINAIR TO REMAIN IN PLACE. INSTALL 3'X5' CONCRETE PAD AROUND BASE OF POLE PER DETAIL ON THIS SHEET AND PER THE DIRECTION OF ERIC CUTSHAL, CITY OF RENTON TRANSPORTATION MAINTENANCE MANAGER. MIN. WIDTH OF TRANSVERSE PATCH (ROAD SSMH #2 CROSSING) SHALL BE 6.5 FEET. PATCH SHALL BE A MIN. OF 1 FOOT BEYOND THE EXCAVATION. IF THE OUTSIDE OF TRENCHING IS WITHIN 3 FEET OF ANY ADJACENT LANE LINE, THE ENTIRE AFFECTED LANE SHALL BE REPAVED. SSMH #3 CB #2 + .'" �� CB #1 SSMH #4 RELOCATE EX. TRANSFORMER TO LANDSCAPE AREA WITHIN :.. GRANT AVE R.O.W. FOR ANY STREET WITH LANES MARKED WITH CHANNELIZATION STRIPES AND/OR BUTTONS, THE LANES ARE DETERMINED BY CHANNELIZATION. IF THE OUTSIDE OF TRENCHING IS WITHIN 3 FEET OF ANY ADJACENT LANE, THE ENTIRE ADJACENT LANE AFFECTED SHALL BE OVERLAID. rl 30 0 10 20 30 60 GRAPHIC SCALE SCALE:1'-30' 1 / / F-QNMNOpA � o 4: to/jo�l'7 SSMH #1 APPROX. LOCATION OF POWER, GAS, TELEPHONE, AND CABLE TO BE LOCATED IN COMMON TRENCH. EASEMENT TO BE PROVIDED UPON DESIGN COMPLETION FROM PURVEYORS CB #12 CB #13 SSMH #10 XT WATER CB #5 CB #3 CB #4 10' MIN SEPARATION BETWEEN WATER AND SANITARY SEWER (TYP) 5' MIN SEPARATION BETWEEN STORM DRAIN AND PARCEL. 26060-0000 SANITARY SEWER (TYP) HERITAGE VILLAGE CONDOMINIUM NOTES: —ALL PIPE CROSSINGS TO MAINTAIN VERTICAL CLEARANCE OF 12" MIN. BETWEEN PIPES. —THE MINIMUM REQUIRED VERTICAL CLEARANCE OF PROPOSED UTILITIES FROM EXISTING GAS LINE ON GRANT AVENUE SHOULD BE CONFIRMED AND PROVIDED ACCORDINGLY. ETHAFOAM PAD IS TO BE PROVIDED IF MINIMUM 12" VERTICAL CLEARANCE IS NOT AVAILABLE AT CROSSING 8' LANDSCAPE 5' PROPOSED STRIP SIDEWALK 5' EXISTING CURB INSTALL 3'X5' 4" THICK CONCRETE PAD EXISTING LIGHT POLE WITH LUMINAIRE TO REMAIN, REPLACE EX. JBOX PAD LIGHT POLE DETAIL NTS NOTE: -FOR ANY PAVEMENT CUT WITHIN THE PUBLIC RIGHT-OF-WAY, PAVEMENT RESTORATION SHALL BE DONE AS PER CITY OF RENTON STANDARD TRENCH RESTORATION AND STREET OVERLAY STANDARDS. ADDED PAVEMENT TRENCHING DETAIL NO. 1 REVISION ., 0 11111,77 M I ' x�0 I I I I C B #6 _ c� ' CB #7 C� 10 i CB #15 cn SSMH #7 I SSMH #8 I I ' 3/4 WATER � I M ER (TYP) 10' o � I / I / SSMH #6 i ��� SSMH #5 I I z I 3, 1 _._.__...._. - STREET LIGHT POLE \lJONCTION BOX PLAN VIEW I 4" DEEP • z SIDE VIEW . J LIGHTING STANDARD & JUNCTION BOX ` 11 PLAN VIEW INDIVIDUAL JUNCTION BOX 7 NOTE: CLASS 'B' CONCRETE TO BE USED N CONSTRUCTION OF PAD INN 1 "=20' ow *m a Flu aw" s Far ow RU*i 90" AOOOADMq.Y PUBLIC WORKS I CONCRETE PAD DETAILS DEPARTMENT Mnew "°' '"° IM71001 � CITY OF RENTON DATU M Planning/Building/Public Works Dept. LO 00 00 0 I Q J S-391 001 /W-391 001 1 ow 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 ENGINEERING rnair 10/17/2017 O Q GRANT PLACE TOWNHOMES 2016-12-2 -1 CL mnnwm PmLl z COMPOSITE UTILITY PLAN < C17 22 (�