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HomeMy WebLinkAboutT-3430102I 1 3 v a' Y 80 ..................................................................................................................................................................................................................................................................................... SHEET RIGHT OF WAY PLANS ............................... 8 ... 64 SITE PREPARATION & TESC PLAN _... ... .... .._ ... ..... ...... ........... .... .................... .... . .......... ................... ..... ............................ ......... .. .... ... .. ........................ ..... GENERAL PROFILE NOTES DRAINAGE PLANS _.._ ............... _.... __ ............__ .. ... 1 . SEE ALIGNMENT PLAN SHEETS 81 -91 FOR ROADWAY AND OFFSITE WATER PROFILE ................ .............................................. ..:................. _ .... .... ............................ .................. ! ................... JOINT UTILITY TRENCH PROFILES SURFACING, MEDIAN LOCATIONS, CURVE DA AND RADIUS INFORMATION NG M NS. C TA, A PROPERTY RESTORATION PLANS 204 ........ ....... ........ .... ........ .... ... NOTE; AGL PROPOSED CURB €LEVATIONS; ILLUMINATION PLANS - 2 SEE TYPICAL SECTION SHEETS 19 23 FOR ROADWAY MATERIALS, CROSS IRRIGATION PLAN . ......................:........ ....... ................. _ ....................... . :.............................. NORTH OF-SUNSET & S 3RD ST SHALL :. AND REFERENCE POINTS FOR MEDIAN PROFILE SECTION CONFIGURATIONS A , ..... _ MATCH EXISTING RGADWAY GRADE ... 60 AND GUTTER PROFILE. 60 .... ........ ....... ......... ..... ...... ...... :..... ............................... .............. .... .... .. ....... ............ ................. ........ ......... ... 3. SEE ALIGNMENT PLANS FOR CURB LAYOUT. ........... _? ............... ... ........ ......... ......... ...... CONTRACTOR SHALL PHASE CONSTRUCTION TO AVOID CONFLICTS Wl 4. NTH - ...... .......... . .. ........... ........ ............. .. ......... .... ......... .......... ..... ABANDONED UNTIL NEW SYSTEM IS UTILITIES TO BE REMOVED OR A g......... ................. ............................ .................. ...... .... ......... ......................... ............................................................................................ . INSTALLED AND OPERATIONAL. o. M ......... ............:_ . .... Lo ..... .. "? ..... .... ......... ........ ..... ...... ... ...... .. ..... ...... ..... .... SW SUNSET BLVD .......... .............. 40 a> ..................... ............................... ................................. w ............................... ............................. ............................... .. ......................... ... ............................. 40 .......................................:.................................................:................................................:.................................................:.................................................:............................................................................................................................... ............................... a.... .......................... WEST MEDIAN PROFILE .. .. .. _._... .. ....... .. .. ....................... 0.720% .I .. ... .. .. .... ..: .. .. — — — 0: 750 % ....................:....... ................ ......:...................... I.......... ............................... .......................... ........WEST GUTTER PROFILE .. .............. .... .. ... ... .... ................... .... ......... ........ ........ .,........ .. .................... 20 ...................... ............................... ............ ........................... ..... ...... .. ............. .......................... .............. ........ ........ ... MATCH R19 INTERSECTION CURVE DATA. . AT STA 45 +87:23, SEE ALIGNMENT PLANS ..........:... ...... ... ............: ......... ......... ......... ........ .................... .....................:.... ........END WEST MEDIAN:...............................:............................................................ .:............................. ........................... :............................. ................... ...........:................... ............ ..... ......... ..................... PROFILE AT STA 45+ 80.20 ........................ . ............. ............................................. .. .............. ......... .......... ..:.... ........ ...... .......... ................... ............................... .. :W GUTTER 30..60 30 78. R19 R19 R19 3RD ST,,... 3RD ST 3RD ST - - .......... - - - - 0 :W MEDIAN 31.51 31 69 - ...................... -.............. ..- ....................- ....... - - - ...................- .......... - - .................... - ...0. ........ .. ...........31.87............... 45 ....... ............................... 46 47 48.. 49.. WEST GUTTER & MEDIAN PROFILE EAST GUTTER & MEDIAN PROFILE 0 5 10 20 40 60 HORIZONTAL SCALE IN FEET T- 3430102 CORRESPONDING SHEETS CATEGORY SHEET RIGHT OF WAY PLANS 16 EXISTING CONDITIONS 64 SITE PREPARATION & TESC PLAN 78 ALIGNMENT PLAN 90 ALIGNMENT PROFILE - DRAINAGE PLANS 113 DRAINAGE PROFILE 123,124 WATER PLAN 141 WATER PROFILE 155 JOINT UTILITY TRENCH PLAN 173 JOINT UTILITY TRENCH PROFILES 189 PROPERTY RESTORATION PLANS 204 CHANNELIZATION & SIGNING PLAN 226 ILLUMINATION PLANS 237 IRRIGATION PLAN 291 LANDSCAPE PLAN 303 11 -14 -11 SURVEYED: KPG CITY OF RENTON i 2 94'e�Owe COQ DRAWN BY: JLF Kp� Al RAINIER AVENUES (SR 167) DRAWING NO. I OG ,° 92 BAD .L S GRADY WAY TO S 2ND ST PROJECT NO. TED403430 o DESIGN BY: JLF 7539th AvenueN 2502 Jefferson Avenue Public Works Department FED AID NO. - CM0167(048) CHECK BY: NJD Seattle, WA 98109 Taoama, WA 96402 DOCUMENTS ALIGNMENT PROFILE ?� 20ME �Qm (206)266.1640 (253) 627 -0720 APPRO ED FOR CONSTRUCTION ������ DATE: NOV 2011 '�oNnL e '�$ PROJ MGR: JF wwakpgCan BY DATE: 1114111-Z STA 45 +00 TO STA 49 +00 SHEET NO. 102 OF 304 NUMBER REVISION DESCRIPTION BY APP. DATE FILE: 0655DPRF01.dwg z n a 01 jrl °i /1d � Oa G v � y a .p 0 , O N O v;