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HomeMy WebLinkAboutT-3430126O \ 3 v .a 0 u7 0 z C) z w i U O Y 8 0 .............................................................................................................................................................................................................................................................................................................................................................................................................................................. SHEET RIGHT OF WAY PLANS 13 EXISTING CONDITIONS 61 SITE PREPARATION & TESC PLAN 75 ALIGNMENT PLAN 87 ALIGNMENT PROFILE 99 DRAINAGE PLANS 110 DRAINAGE PROFILE 120,121 WATER PLAN 138 WATER PROFILE 152 JOINT UTILITY TRENCH PLAN ............................... JOINT UTILITY TRENCH PROFILES 8.0. PROPERTY RESTORATION PLANS 201 CHANNELIZATION & SIGNING PLAN 223 ILLUMINATION PLANS 234 IRRIGATION PLAN 288 LANDSCAPE PLAN 300 ... .. .. . .......................... GENERAL JOINT TRENCH PROFILE NOTES . .................... ;.. ......... ......... J.... ...... .. ... .. .. .. .... ...... 0 1 R . ............................... ................... ... .. ................. APPROXIMATE PLAN LAYOUT AND ENAILSECSH SHEETS . . ............. ............ :S 4TH P.L.... J, o w .... ......... ........ ... ......... ....... .......................... :.. ................................ 164 -179 CL ..... ......... w. 2 .THE JOINT TRENCH PROFILE SHOWN IS APPROXIMATE. Z..m Y . ... .... .... ... ..... ..... ADJUST THE PROFILE AS NECESSARY TO AVOID CONFLICTS 60 60 NTH EXISTING AND PROPOSED UTILITIES, WHILE :. ° . ............. .. W ........... .............................. ............:........... ......... ............................................:.................................................:...................................... ...........z.......- ....... ..x..................:..... . MAINTAINING �I AND 12" ° v.s... ... .... .......... .... .... ... .... C - MINIMUM VERTICAL CLEARANCE BETWEEN OTHER .. .... . �... � . ..... .. UNDERGROUND UTILITIES. THE CONTRACTOR SHALL .... .. ... ..... . . . X _ N '.... z o Y z ... _ .... z a > �... ... ..... VERTICALLY TRANSITION THE TRENCH DEPTH BY :w ._ ........... ..... ........ m. �........� .w .. �.... ...... ....w .........�. ... .._ w .� W .Q w . ..... m..tw N N ... ......... ....... ..... ..... ......... .............q ....... > .°. �..�... ..... a .... ... ..... ....... .... .............. _ : .. .. .... .W ... ...... .... ..... ........... .. ............. ... w _ of . Y Z Q...... N... ° .. DEFLECTING JOINTS OR INSTALLING BENDS PER THE ... �Nj ..... ..... P] - �.. I? w `� FRANCHISE UTILITY REQUIREMENTS, AND TYPICAL JOINT Cr ... Z ° ° ....... ....�. w. ........ W .. ...... F ...... .... �"',, w..... .... .. .... ... .... .. .. m..- .. Z..�.. w UTILITY TRENCH TRANSITION DETAIL SHEET 174. N aO ....0 Y......... Z .. Y O . W _ .. .. W o _N ... .... .... U m.... .. .... ......... .... ... .. o... .... ... ......... ..... .... .... ........� ...... O .. O O .. ...... ti . ....... . ° w O w j ^ Z ° ^ w _ O ..... ' ° "' Mi "' N .. o U _ x W 3. LOCATION, DEPTH AND SIZE OF EXISTING UTILITIES ARE 40 iz o . o^a - .............w .' ai .......cd K 17..... oo ....� x ...... .......... °... �............ . ° ..............:. .... ............................... z ........................:................ ............................... J '7 K4.. a rN... N ..... ........... 40 ..... APPROXIMATE. CONTRACTOR TO VERIFY BY POTHOLING w.... ....� w W .00tH •— .... .w.. .. O H W .... N ... ... .. ...� ............ N .. ................... ° ....v... ......... ..... .................. .¢ .. x X BEFORE EXCAVATION. . �.... Q —.W w... a a.. ., N.... ... ...,. ..... ... .... N..... .... ... .... .. .. - ........ .... w w W .� tL V X :.... ...... ....... ...... ... ............................. .. .... .... .... ... .... X w .... . .. ... .... .... 4. CONTRACTOR SHALL SEQUENCE WORK TO ALLOW _ _ ...... 3 ... ... EXISTING GROUND AT CENTERLINE .. _''' . ...WEST GUTTER .PROFILE..... ..... ..... ..... CONTINUED OPERATION OF ALL EXISTING UTILITIES UNTIL � ........ ............ N ......................z ...... ........ ..... ........ ................ .................. .... .......... (TYp).. . ..............: SYSTEM S MIS i . ......... . ................ N..................... N..... ... ... .. ...: ............_ ._.._ ._ ._ .— — ..- . -r. —.. ....... — — — — .....:......................... — T _..— .— .. —.. —.. ... _ COMPLETED, TESTED, APPROVED BY UTILITY OWNERS AN D ,. W ............................... — .... — — ........... " " "'` - .............. FUL LY OPERATIONAL, CONTRACTOR SHALL REMOVE 0 R — """"" ABANDON EXISTING FACILITIES NO LONGER IN USE. 20 ............... JOINT UTILITY ..y........ ...:........................... .... ...:........................... ...... .. CQNRUIT 6.A.RK .... " " ............. ........... ........................ " " "' . ................20 "' 5. COORDINATE JOINT UTILITY TRENCH PROFILE WITH WATER LNECTION _ . PROFI HEETS 146 -159 AND STORM DRAINAGE PROFILE. 12 "' WATER IE 22 5' .... .., ..... ..... 6 FOR PROFILE REFERENCE POINT, SEE TYPICAL JOINT COS 4TH PL CROSSING ..... .. ... .. ... .. UTILITY TRENCH PROFILE COORDINATION DETAIL, SHEET 174. AIL S " " " " " " "' """" "..... ' STA'34 +29:8 ;'SEE"PROFICE; SHT 191 "" """"""" """"' """""" .. .... ...... .... .. .. 0 ..........:.................................................:.................................................:.................................................................... _ .............. ..... ....:............._............ _ ......... .. ............................ ............................... ........................... ............................................................................................... .......................... ....................... ... ........................... 0 33 +50 34 35 3fi 37.......................................................................... .....................38........ WEST GUTTER LINE EAST GUTTER LINE 11 -1x11 SURVEYED: KPG �094'4�GWAAyO�y2 DRAWN BY: SOD Kp� CITY OF RENTON o -_ DESIGN BY: SOD 7539b Avenue 2502 Jefferson Avenue BID Public Works Department y CHECK BY: NJD Seaft,WA98109 Taooma,WA98402 DOCUMENTS '? 20320 y� APPROV FOR CONSTRUCTION rsrea $� PROJ MGR: JF (�.k8 mm0 (253)621 -0720 NUMBER REVISION DESCRIPTION BY APP. DATE 01.E FILE: 0655DJUTPRF01.dwg BY: DATE: 0 5 10 20 40 60 HORIZONTAL SCALE IN FEET VERT. SCALE =1 2 HORIZ. SCALE T- 3430116 CORRESPONDING SHEETS CATEGORY SHEET RIGHT OF WAY PLANS 13 EXISTING CONDITIONS 61 SITE PREPARATION & TESC PLAN 75 ALIGNMENT PLAN 87 ALIGNMENT PROFILE 99 DRAINAGE PLANS 110 DRAINAGE PROFILE 120,121 WATER PLAN 138 WATER PROFILE 152 JOINT UTILITY TRENCH PLAN 170 JOINT UTILITY TRENCH PROFILES - PROPERTY RESTORATION PLANS 201 CHANNELIZATION & SIGNING PLAN 223 ILLUMINATION PLANS 234 IRRIGATION PLAN 288 LANDSCAPE PLAN 300 RAINIER AVENUE S (SR 167) S GRADY WAY TO S 2ND ST JOINT UTILITY TRENCH PROFILES STA 33 +50 TO STA 38 +00 DRAWING NO. 186 PROJECT NO. TED403430 FED AID NO. - CM0167(048) DATE: NOV 2011 SHEET NO. 186 OF 304 a z `m a a O a c � I d I� a .p 0 O N O