Loading...
HomeMy WebLinkAboutTRO4103430.18380 80 .................................................................................................................................................................................................................................................................................................................................................................................................................................... . CD N \ N O I ry n 0 LO 0 / .a ry 0 u7 Q0 a / Z (D z w V) U w a- vi GENERAL PROFILE NOTES 1. SEE ALIGNMENT PLAN SHEETS 81-91 FOR ROADWAY AND OFFSITE SURFACING, MEDIAN LOCATIONS, CURVE DATA, AND RADIUS INFORMATION. 2. SEE TYPICAL SECTION SHEETS 19-23 FOR ROADWAY MATERIALS, CROSS SECTION CONFIGURATIONS, AND REFERENCE POINTS FOR MEDIAN PROFILE AND GUTTER PROFILE. 3. SEE ALIGNMENT PLANS FOR CURB LAYOUT. ...........75;.VC .............:...............................:.........................I.,...:.........5...vC ...............:...............................:...............................:.............................. ............................. 4. ITH CONTRACTOR SHALL PHASE N U A ...........................................................................................................0' VC ........................... ................... .................. ............................... ............................... UTILITIES TO BE REMOVED OR ABANDONED UNTIL NEW SYSTEM IS .....................:........................................................................................................ ........... :.. .................................... INSTALLED AND OPERATIONAL D o N ... EXISTING. GROUND ............................ . .......0 .................:...............................:.........................�.............................�....:........� �. - :............ ... �..tzD �+ .. ........................... ............................ ............ ....... ................ AT .CEN.TERLINE...... ........................ . N .. :..-.c— V? .. �.. 00 r .............:. �... + 0�.. ........... CV' u7. �.:. O + .. CV: � pp . . ................ N . .. 40... N ..)......... ,...� N •• W..... :................................................ :........................ �.. j:. CY) N, ................ Ile) Q •• ..............� �:' w _, END -WEST MEDIAN ...... ................... ............................................. ......................... 40 ......... ....6/1 L) U. N C) .. ............:...............................:........................ �... m:............� a. .W. ......cri �.. w ........... � ,�,. PROFILE AT STA.:.40+70.45 :.............. :.... w LLJ �.. Q ............................................................ MEDIAN . .. PROFILE. ................... > m.....:.. v� Q. J. W .. . .......... > w ....:... Q .. ... WEST GUTTER :PROFILE . . . .......... . ..............................:...............WEST :............ Q :...................... ......................................0.5.00%...I.............. . .... ......................... ....................................................................... 0.000� ................. .................................................. — . _ __ . —. -I- -- - T.� . ...... ... — ..... . _ 0: 5 0% .... 0.500% ........ ............... :....................... 0.75a . o .... 0.. 750� .... . oo . N �, WEST. GUTTER. :. MATCH R15 INTERSECTION ............................ ............_.. o °� .........+.� .. �' ..N N...... CURVE DATA AT STA 40+57.42, r`... . 20 00 :....................................SEE..ALIGN.MENT PLANS...................... ...........................................................................................................- + 20 :......... .w .. � N ............................. ...............................:........... ................... .............................. ; ..........MATCH R16 -INTERSECTION - CURVE - DATA ....... ..... ............ �..�............ . cii .........� .....a > . ........... . . .. ...............................:............................... .............................. ..........AT STA 41+62:1.0,..SEE -ALIGNMENT PLANS :............. �,. J............ . .......... > `�' ~ ..... "' w w ... HIGH POINT .....................:..............................................................:..............................:............. ELEV = 29.35 .-. = a ................ w.. ...........: ..... :..... .......... Q HIGH POINT STA = 37+96.02.........: .......................................................................................................................................................... :............................................................... ; ............ . PVI - STA = 3.7+s3.85 .................:. ................................... :...............................:............................... ...... PVI ELEV '= 29.42 .............. . .............................................................. .......................................................................................................................... ..... 50' . VC.:..... ...................:. ....................... ...... .:................. ...... .......:................... :.. ................................................. ....... ... ..-.. ............................... :W. GUTTER 28.52 ............................................................... 28..77... 28:89 29.02. ......................................................................... 29*14....... 29.17...........29:08 29.03 ................. 29'22 R15.......... .................. ..................... ................................. 3RD PL 3RD .PL R1.6........... 29..22 .......29.41: 0 :W MEDIAN 29.26 ..........28.64 29 39 29.51 29:64 29.76 2989.................30.01.................3002................30.03................3004.............. ...... - - .......................................................................................................... - 0 ........................................................................................................................................................ 38 39 40 41 42 WEST GUTTER LINE & MEDIAN PROFILE 80 ................................................................................................................................................................................................................................................................................................................................................................................................................................80.... . :..............................................................:...................................................11 ........................................................................................................................................ .. ...I...... ............... ................................... ......... ............ ............ ...... ............................................................................................. :E GUTTER 28.35 28.48 28.55 28:50..........28.38 28:26..........28.45...........28:63.......... 28.79 28:82 28.71 R17 3RD PL 3RD PL R18 29.16: 0 E MEDIAN 29.16 29:24 - - - - - 29.96: 0 .................................................................................................................................................................................................................................................................................................................................................................................................................................... . 38 39 40 41 42 EAST GUTTER & MEDIAN PROFILE GIq co 11-14-11 SURVEYED: KPG �3P4Q wgs9� DRAWN BY: JLF — `o r DESIGN BY: JLF 753 9th Avenue N 2502 Jefferson Avenue B I D CHECK BY: NJ D Seattle, WA 98109 Tacoma, WA 98402 DOCUMENTS sTER STF 9 ww� PROD MGR: JF (206) 286.1640 (253) 627.0720 or�G�� www.kpg.com NUMBER REVISION DESCRIPTION BY APP. DATE L E 9 FILE: 0655DPRF01.dw - CITY OF RENTON ..11 Public Works Department APPROVED FOR CONSTRUCTION fA DATE: / HORIZONTAL SCALE IN FEET T=3430 100 CORRESPONDING SHEETS CATEGORY SHEET RIGHT OF WAY PLANS 14 EXISTING C`IMIT"?NS 62 76 SITE PREPARATION & TESC PLAN ALIGNMENT PLAN 88 ALIGNMENT PROFILE - DRAINAGE PLANS 111 DRAINAGE PROFILE 122 WATER PLAN 139 WATER PROFILE 153 JOINT UTILITY TRENCH PLAN 171 JOINT UTILITY TRENCH PROFILES 187 PROPERTY RESTORATION PLANS 202 CHANNELIZATION & SIGNING PLAN 224 ILLUMINATION PLANS 235 IRRIGATION PLAN 289 LANDSCAPE PLAN 301 RAINIER AVENUE S (SR 167) S GRADY WAY TO S 2ND ST ALIGNMENT PROFILE STA 38+00 TO STA 42+00 DRAWING NO. 100 PROJECT NO. TED403430 FED AID NO.-CM0167(048) DATE: NOV 2011 SHEET NO. 100 OF 304