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HomeMy WebLinkAboutR-377527w Z U 0 w O0 a U CQ L 2� 7 53' LIMITED RESIDENTIAL ACCESS - PUBLIC USPS PROPERTY R/W 3- 0.5' SAW CUT LINE 2.02 - 2`07 tl EXISTING PAVING J EMOVE AND EXISTING FLOWLINE REPLACE EXISTING CURB, GUTTER & SIDEWALK WHITMAN COURT (STA. 10 +70.42 TO STA. 11 +89.36) SCALE: 1 " =6' THE NW 1/4 OF THE NW 1/4 OF SECTION 15, TWP. 23 N., RGE. 5 E., W.M., 45.5' VARIES R/W PRIVATE ROAD R/W USPS PAVEMENT 5' PROPERTY VARIES (26' MIN.) PLANTER 5' S/W VARIES CE i 0.5' 0.5' 3 1� 2.07 r 2.0% _ 2.0% - 2`0% EXISTING - "ve - -'- - - CURB 5' PROPOSED CEMENT I� CONCRETE VERTICAL EXISTING PAVING EXIST. 8 "0 W.M.P� COVER CURB AND GUTTER SAW CUT LINE IST. 12 "0 S.D. q WHITMAN COURT `-EXIST. 8 "0 S.S. (STA. 11 +89.36 TO 13 +76.32) SCALE: 1 " =6' USPS PROPERTY 26' R/w 25' R/W R/W RIGHT -OF -WAY R/W LIMITED RESIDENTIAL ACCESS 20' 24' PAVEMENT PAVEMENT i 10' 10' 5' i 0.5' DRIVELANE DRIVELANE S/W 0.5' i 12' 1 12' i 0.5' NOTE: DROP CURBS ' rO.5' AT DRIVEWAYS MAX. 2.0% I 2.0% 2.1 MAX• 2.0% 2.09 2. .1 PROPOSED CEMENT 3 MIN ' 7.5' MIN. 6" CRUSHED SURFACING 87. W M BASE COURSE 3" COMPACTED DEPTH ATB 2" COMPACTED DEPTH HMA 12 "0 S.D. ROAD A (PRIVATE) SCALE: 1 " =6' 26' PAVEMENT 1 5' 13' PLANTER 1 5' S/W 1 4 10' 1 10' 6' 0.5' DRIVELANE DRIVE LANE PARKING 0.5' 2A %_ 2.0% - 2.09 2`_0% 2:1 MI - EXISTING - - - - CURB PROPOSED CEMENT EXISTING PAVING 7• 3' MIN. CONCRETE VERTICAL EXIST. 8 "0 W.M. COVER CURB AND GUTTER SAW CUT LINE XIST. ,EXIST. 8 "0 S.S. 12 "0 S.D. O/ WHITMAN COURT (PRIVATE) STA. 13 +76.32 TO STA. 14 +30.99 SCALE: 1 " =6' / 20 / R W RIGHT -OF -WAY R W 20' PAVEMENT i 10 10 i 0.5' DRIVELANE DRIVELANE , p,5' PROPOSED CEMENT Ij� ROCK WALL CONCRETE VERTICAL CONCRETE VERTICAL 6" CRUSHED SURFACING CURB AND GUTTER COVE BASE COURSE 3' MIN. PROPOSED CEMENT 3" COMPACTED DEPTH ATB COVER CONCRETE VERTICAL 8 "0 W.A. 7.5' MIN. 2" COMPACTED DEPTH HMA CURB AND GUTTER 12 "0 S.D. 8 "0 S.S. 5' MIN. ROAD B W/ SIDEWALK (PRIVATE) SCALE: 1" =6' R/W 20 R/W RIGHT -OF -WAY 20' PAVEMENT 5 i 10 10 1 I/W , a DRIVELANE DRIVELANE a , NOTE: DROP CURBS AT DRIVEWAYS FOR LOTS 33 -39. 6" CRUSHED SURFACING BASE COURSE 3" COMPACTED DEPTH ATB 2" COMPACTED DEPTH HMA 3' MIN. COVER no W.A. 10' MIN,�8 "0 S.S. ROAD C & D (PRIVATE) STA. 32 +14± TO STA. 33 +14± SCALE: 1 " =6' 20' / R/W RIGHT -OF -WAY R W 20' PAVEMENT i 10, 10, 1 , a DRIVELANE DRIVELANE a 1 PROPOSED CEMENT 2.07 2.0% CONCRETE VERTICAL CURB AND GUTTER 1' CONC. RIBBON PROPOSED CEMENT ON LOTS 21 -26 CONCRETE VERTICAL 3' MIN. 6" CRUSHED SURFACING CURB AND GUTTER COVER BASE COURSE 8 "0 W.A. 3" COMPACTED DEPTH ATE) 2" COMPACTED DEPTH HMA 10' MIN, ----- 51*"`8.0 S.S. ROAD C (PRIVATE) STA. 30 +52± TO STA. 31+96± SCALE: 1 " =6' 2" COMPACTED DEPTH HMA 14' TRACT 3" COMPACTED i PAVEMENT t DEPTH ATB 0.5' t I 6.0' 1 6.0' I 5' NOTE: DROP CURBS �y r4!0. ~ AT DRIVEWAYS FOR 2.029 LOTS 15 -20. 3' MIN. COVER "0 W.A. OPOSED CEMENT 6" CRUSHED SURFACING 5' CONCRETE VERTICAL BASE COURSE MIN. CURB AND GUTTER 5' MIN. 12 "0 S.D. 8 "0 S.S. TRACT B (PRIVATE) SCALE: 1"=6' CURB AND GUTTER 2.09 2.0% 6" CRUSHED SURFACING 3' MIN. BASE COURSE COVER 3" COMPACTED DEPTH ATB 12 "0 S.D. 7.5' MIN 2" COMPACTED DEPTH HMA "� 1N A � 5' MIN 8.0 S.S.J fQ ROAD C (PRIVATE) STA. 30 +29± TO 30 +52± AND STA. 31+96± TO 32 +14 ±) ROAD D (STA. 16 +08± TO 16 +75± SCALE: 1 " =6' R W / 20 R/W RIGHT -OF -WAY 20' PAVEMENT r. 0 5' 2 0' V CONC. RIBBON ON LOTS 32 -27 01I104AI ( r -It d'r i j, /•/ ,t' / %'� aura- .CIL =. E IOIE 3! P=0=5TilAIJ ^.JFP inF.i .� �� '` PL blTA I -A j % s0-(nr.l cc T - '\ _LL2ElE '/" IFPHt ii I� Ir -xa r � / � • /'�/ .L,v:a w :III bu SE= Si-=ET ' -n 'Aidt- a - nadx'5 rat: r nxt..:.: a ten death e , sl<- bit, see Standa'd Pkr f -v) •Hatt, 3j8' ue: -.,mr,a JIt d -ra "ay ma. 2. 0.r abucl e +'ym xivl kur.. µvela nil arc - letl'ne a reVJ:eU ct 'lu' m aVt_'I, n en U -'wA,� d0.bx e;ex. -c'. see Sid. `W --Z u auveh dalui e. G Curb and V,UIr s-�An. sse as Ccak.1. Yana '°r 1-e v ✓L <ees'I a. eci -ie.. Sea c0.. rl:, F t k- vur., Je.eax <r n,a atvcta -es, ya<Ikn b°>:es cbstrtcfcns 'n front u- ;rbrea<� a-:r. ,.ros. ex<, ar: -<..av <.<r <rn<: < «tsar <tm 'I < <a�T<- < c !e dr verrty enParr ahuli be Ibi<k.e "ad ' -< ' 5 6'cl:e' <'0tl - <hss. 119s 'n crate <ppwA Eyes l 4, CEIIENT CONCRETE DRIVETA-i ENTRANCE '1'YI.1:8 1, 8, 9, S 4 oath < lhrc L mw, ust m U be col, m:d �:haaJ. CP fi tote- v.,a< -vud u:h o�n ar...: <r eery « -. ADOPTED crrr an rmoF SI'.R. 14Wi . LATE: Mi. ^04TE�• > • •. %`'IF �•{:r x Fria ;.293. NSIAE: IOU- 51' I'AGL 1,1U- 10' 10' PROPOSED 1.4' -4.3' i �� DRIVELANE DRIVELANE i UTLRABLOCK GRAVITY 6" CRUSHED SURFACING J 3' MIN. BASE COURSE COVER 3" COMPACTED DEPTH ATB "'A W.A. 2" COMPACTED DEPTH HMA 8 "0 S.S. 10' MIN. ROAD D (PRIVATE) STA. 16 +75± TO ROAD C STA. 33 +14± SCALE: 1 " =6' 16' TRACT 12' t 3' PAVEMENT 6.0' I I 1 1' CONC. RIBBON 1 2.09 I 2 i--r' 0.5' PROPOSED CEMENT It CONCRETE VERTICAL II CURB AND GUTTER 6" CRUSHED SURFACING -j BASE COURSE 3' MIN. 3" COMPACTED DEPTH ATB COVER 2" COMPACTED DEPTH HMA _li[ S "0 WA. 8.5' MIN. 2 "0 S.D. TRACT D (PRIVATE) SCALE: 1 " =6' /rTROWELLED. / JOINTS d BLOCK WALL PROPOSED CEMENT CONCRETE VERTICAL CURB AND GUTTER 6" CRUSHED SURFACING J 3' MIN. BASE COURSE COVER 3" COMPACTED DEPTH ATB "'A W.A. 2" COMPACTED DEPTH HMA 8 "0 S.S. 10' MIN. ROAD D (PRIVATE) STA. 16 +75± TO ROAD C STA. 33 +14± SCALE: 1 " =6' 16' TRACT 12' t 3' PAVEMENT 6.0' I I 1 1' CONC. RIBBON 1 2.09 I 2 i--r' 0.5' PROPOSED CEMENT It CONCRETE VERTICAL II CURB AND GUTTER 6" CRUSHED SURFACING -j BASE COURSE 3' MIN. 3" COMPACTED DEPTH ATB COVER 2" COMPACTED DEPTH HMA _li[ S "0 WA. 8.5' MIN. 2 "0 S.D. TRACT D (PRIVATE) SCALE: 1 " =6' /rTROWELLED. / JOINTS d ° e d 2' -2.5' a •e "d . a SCORING . <. . ° d d eo de' q a < zi e e. d 2' -2.5' .o .,SCORING d.. e < d e' e e ° d'a. < PEDESTRIAN WALKWAY PAVEMENT DETAIL SCALE: 1 " =2' R- 311521 4" BROOM FINISHED CONCRETE PAVEMENT SECTION OVER 6" CRUSHED (EXCEPT IN AREAS OF VEHICULAR TRAFFIC WHERE IT SHOULD BE 6") TO BE VERIFIED BY GEOTECHNICAL ENGINEER CHECKED FOR COMPLIANCE TO CITY STANDARDS 0 FRSr SUBMITTAL ESM 07/11/14 TLI �`eE1'EP seaE a>E ® CONSULTING C A��"�tt�y., CnQO Nw,98� „91 WHITMAN COURT 12/01/201 state 2M ®� ®� G'�t :� °f. • , 7HRD S sLSwr. FSM , NR'S �� CITY 0 F /�/�p fBGkm: ,.- _- ,.,._.,.�..x,..��.�.x Farbral Way. WA98003 tea• 2 TNT •SLBI/riAL ER. M 1•/29/1 L� cm2WarkkpDaPBeforeYmDV www.eamcivil.com P..)�.J na+ '� RENTON ROAD CROSS SECTIONS & DETAILS P a,aa.aw I>m, an-.". 3 FWL SIBBLTIL FSY 11/20/1 p�,� xu Call uallreenrro t"m w".y�"a tam Fkaakly eo,tt L vaE vrcx DATUM 811 P Elk Wo I RoM Ww mml I am wp rtN MUn 4 MiLNL sLlarrra r�M 1 1 OEIXP NI LyF DT-01 Duo.. e,S�° F a� Planning/Building/Public brE woFks Dept. PERMIT #014003820 1 1 y , D ESM JOB #1799- 001 -013 1pMAL /1' N0. REVISION BY DATE APPR ""E AC0R0NGY EJacr: 27