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HomeMy WebLinkAboutT-3430120R _..._ . SHEET RIGHT OF WAY PLANS 7 EXISTING CONDITIONS WEST GUTTER LINE ............... ........... ......... SW GRADY_WY 69 ALIGNMENT PLAN ......... . _ ....................o .. DRAINAGE PLANS 104 DRAINAGE PROFILE 114 N 80 CL........... 146 80 ... .: ............................. .......... .. _.._.. .............................. ................................................................................................................................................................................................... . PROPERTY RESTORATION PLANS ..... CHANNEIJZATION & SIGNING PLAN ......... _ ..................... ... . ....... 60 282 ....... _ .............. ................. ..._ ....... . ................... 60 60 ............................... ...... ..... ... ..... ... ..... ...... ...... ............ .......... ............................... ..... ............................... ........... ............................... ... ......:............. ... .. .... ...... ......... _.. _ _ .... .. .. .. .. p — _ ............ ... .... w... ..�. ......... ' U O ... ..... ........ .... .. ................... :.............................. :.......... .. .........................:..... ..................... O ........... .......... .... .. .. .. .. N C) .. r7 N ....... ...........................:... _S: GL.........................:.. .............................:. N .. 3 . ... ..............................:............ ...................:........... ....................:.... ..... .. 0 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 60 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. HORIZONTAL SCALE IN FEET VERT. SCALE =1 2 HORIZ. SCALE T- 3430120 CORRESPONDING SHEETS CATEGORY SHEET RIGHT OF WAY PLANS 7 EXISTING CONDITIONS WEST GUTTER LINE SITE PREPARATION & TESC PLAN 69 ALIGNMENT PLAN 81 ALIGNMENT PROFILE 93 DRAINAGE PLANS 104 DRAINAGE PROFILE 114 ............................... 80 WATER PROFILE 146 80 ... .: ............................. .......... .. _.._.. .............................. ................................................................................................................................................................................................... ............................. :._......................... PROPERTY RESTORATION PLANS . .. .;......_...................... CHANNEIJZATION & SIGNING PLAN 217 ILLUMINATION PLANS 228 ........... 282 ....... _ .............. ................. ..._ ....... . ................... 60 60 ............................... ...... ..... ... ..... ... ..... ...... ...... ............ .......... ............................... ..... ............................... ........... ............................... ... ......:............. ... .. .... ...... ........ .... .... ... .. .. .. ... .... ...... ... .. ... .. r.................................................... ................... :.............................. :.......... .........................:..... ........................ GRAD.Y..WY .................... .............. . .... ........... ... ... .......................... .. N C) ...........................:... _S: GL.........................:.. .............................:. ..............................:............ ...................:........... ....................:.... . .. .. .. .. .. ... .... . ..... .. .... .... .... ... ... .. _.. _... .... .... w 40 3 _. . ............................... ........ ..... I.................... ....... ............................. ............ ............................... ..............1................ .. ............. I ........ I ... . s40 .......................................................:.................................................:.................................................:............................................ .......... _ ............... ........................... EXISIING' GRODND ........................ ......_........ ................... ............. AT TERLINE . 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DATE 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. HORIZONTAL SCALE IN FEET VERT. SCALE =1 2 HORIZ. SCALE T- 3430120 CORRESPONDING SHEETS CATEGORY SHEET RIGHT OF WAY PLANS 7 EXISTING CONDITIONS 55 SITE PREPARATION & TESC PLAN 69 ALIGNMENT PLAN 81 ALIGNMENT PROFILE 93 DRAINAGE PLANS 104 DRAINAGE PROFILE 114 WATER PLAN 132 WATER PROFILE 146 JOINT UTILITY TRENCH PLAN 164 JOINT UTILITY TRENCH PROFILES - PROPERTY RESTORATION PLANS 195 CHANNEIJZATION & SIGNING PLAN 217 ILLUMINATION PLANS 228 IRRIGATION PLAN 282 LANDSCAPE PLAN 294 RAINIER AVENUE S (SR 167) S GRADY WAY TO S 2ND ST JOINT UTILITY TRENCH PROFILES STA 8 +00 TO STA 12 +00 DRAWING NO. 180 PROJECT NO. TED403430 FED AID NO. - CM0167 046) DATE: NOV 2011 SHEET NO. 180 OF 304 z �y m NO `J ✓J c+ � n fn o Y t o W o W i