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HomeMy WebLinkAboutR-406718r� 0 LU F— IT RAISED EDGE DETAIL 1-p p HJ( LEVEL 1? E%IENO SIpEWKKTRANBVERSE 1'-P T-P 11ypNlp JO SOTE03INCLUDE RASED EDGE TYPICAL WHERE ILLER Rw CURB �_Dx e•i• 1 1 1?QNI R_R19.1 FOR CURB DETAILS b SEE BOB RIN 101 n 1•tIN)R. •r•a.r ..eG'N Y ry SING RPVXVAV • (N' . •gA' �.:.. _ T lei• e•:. CRIISNEO ROCK S/5 WE RNBEO I(� _ 1'—p BIOEWRK DETAIL —THIS UNDER CRUSHED SURFACING COURSE (CSTER ALLCUT PROCTOR MIN. D EDGE( DMPAC(UNLESS i0IRE MODIFIED PROCTOR tre'I R WITH RAISED EDGE ENGINEER) TYPICLNDERAJOBY Iry) pyp) GUTTER & TYPICALUNDERULCVRB, CURB GOITER TO EITT UNDER EE ao% 1 15% FOR CUM DEFAYB CURB SGUTTER TO BEPnINM1EB8IXi N CIA — p SEESTDFWIIM MATCH EXISTING ROADWAY CRUSHED ROCK aNFj,T{fF •••1-••�• v. .'... _.". T ALL CURBIA GUTTERT GRFAIERRYP. FOR 1 FINISHED GRADE I.ON)BELOW Y-P ( TW OF CONCRETE BIIpFACE ADJACENT TO CURB MIN. t'-P 1'-P Rw DING IBE ON) R(IW) 2016 .1 1,5% FORCURIDEFNIB SEE STO PLAN 101 pN BRIDGE OR PEDESTRIAN �{yq, � _ •• •n v. .. .n.. n'..r•,-. '• "LING FOR CURB DETAILS ADJACENTTOCURB &9RRIER-SEE MOM" SEESTOPL lM1 (STEEP FILL SLOPES) CONTRACT PLANS �LVALL OR BARRIER ( IWONIR.ISYR) / FLUSH / I R�wAll( 5% 14EI MR VERTICAL WALL- Iyl,.�lti•....- //y•': ✓•Y SEE DETAIL ' dV'•a-- ': �• W(N)PREMGSEII W� XINFFMLER ADJACENT TO CURB AND RAILING OR WALL PRB OLOEo JOINT FlLLER FOR TREATMENT BIDEWAIIL auFFEasTNP SIDEWALKADJACEM TO WALL DETAIL SIDEWIMI IEEE NOTE Its SECTIONS 1 1-I)TOR Lsx FqL wRe DETAu • 1.5%MVL 8EE 8TD %AN tpl • •—" —J Y SROOMEO FINISH ORANTCX WSTING . d 4- WIDE SMOOTH 5 © TROWELED PENMETER FlNISNEDGRACE 1'R PBELON -FLUHIF PA fE SURFACE FORPLAMINO-FLIISII IFPAYEO 00 Id'��5 ,IyT OCURBAcopen�SHOW ADJACENT TO BUFFER STRIP ($✓ ,y FOR CUM GERALD SHIDwNI FOR CURB EETA 1 y S,d '- SEE s.o PLAn tm A CURB RAMP WIDTH 4' - P' MIN. WANTING MATCH CURB RAMP LANDING WIDTH - SEE E CONTRACT PLANS / z yr Tow 1.DFou bat of Me sidewalk Width shall / © - / CURB RAMP / GRADE BREAK cONTRAcnoN Japr M betheminimum Ipd) un IN SIDEWALK ONLY T(-}.�'•'• SIDEWALK -SEE NOT andOSSIDIa mute atru hem Of vedlLxl %. 4x Ap and M1Orizontal obsWdans Gratings, A • ••. R = - - - - -1 Access COvem, Jun WO Beltes. \ FUUVDFPTH EGRANSION JCNNT INBOTN appu manse Pull Be eM P(her Vauft,S cuRa ANO SDEWALKISEF SN eIAM NLN _ _ _J 2,-D° a UStbrr UuMW RNnma.v,AI lk oF� vp C! CONTRACTION JOINT :' SEE CONTRACT PLANS- MIN SEE CONTRACT muss be noon wan surface, and malts -¢y 4'-O'1MIN. * PLANS -4'-0"MIN. grade Of the $Mewalk. JOINT AND FINISH ` DETAIL r ♦ '*• 3M" EXPANSION BUFFER WIDTH - MATCH 2. Monolithic Cement Conant new and JOINT (TYR) - SEE TO CURB RAMP DEPTH Sidewalk Is not permuted In new For other referenced NOTES see • M" 0 4� STANDARD PLAN F-00.10 (TYP ) comtruRlon. When rereplacement Work y, q STD PLAN 104.2. N. encrete curt MOlmlllr Cement N, n Concrete Curb bulb PRFAIGLI]E Per W5p0T ,IgHT FlLIBR Standanl Plan F-30.I00a. Paved LANsurfaces02 must comply with E FULL -DEPTH PRESENT,TION TO SIDEWALK B FFER, OR TO BACK OF CURB (TYP.) F 'I V 3 Concreterobe4110OFSL STD PLAN 102.1 as applicable. SEE CONTRACT PLANS ,I e, EXPANSIONJOINT W -00 STD. PLAN _ IO2 CURB, OR CURB CEMENT CONCRETE • PUBLIC WORKS CEMENT CONCRETEGT1PEDESTRIAN CURB - DEPARTMENT SIDEWALK FPR� ED_ 10 7 AND EUNOTE B SEE NOTE A DETECTABLE WARNING SURFACE ' FACE OF CURB SEE STANDARD PLAN F-d5.10 CEMENT CONCRETE SIDEWALK DEPRESSED CURB AND GU ER 1 NOT TO SCALE CROSSWALK -- j O CONTRACTION JOINT (TYPI - SEE STANDARD PLAN F.M.10 F� CEMENT CONCRETE FOR CURB RAMP LENGTHS GREATER THAN T - 0" PROVIDE PEDESTRIAN CURB - CONTRACTION JOINT EQUALLY SPACED 4' - 0" MIN. OC, PLAN VIEW SEE NOTE TYPE PERPENDICULAR B DETECTABLE WARNING SURFACE ^ — — — — — — — — — — — — — - DETECTABLE WARNING SURFACE - (SHOWN WITH BUFFER) SEE STANDARD PLAN F46.10 SEE STANDARD PLAN F46.10 4' - 0" MIN. 16 - 0" MA%. (TYP.) GRADE BREAK SLOPE TREATMENT - SEE CONTRACT PLANS SEE NOTE 7 COUNTER SLOPE - IISEE STANDARD PLANF-30.10 * GRADE BREAK 5.0%MAX. 3" R. TYP. DEPRESSED CURB AND GUTTER - SEE NOTE 4 TOP OF ROADWAY CEMENT CONCRETE CURB AND GUTTER - SEE NOTE 4 LANDING CURB RAMP a P ? F SEE STANDARD P AND GUO-I10.12 - 1 SEE STANDARD PLAN F-10.12 CURB RADIUS DETAIL O SECTION OA CHAMP DETAIL J NOT TO SCALE RECORDNOTEA VE BEEN WHIPEAKIEUEASED12/03/2020 BE ON INVUKMAI ON Be BMA'", MITTED, IN RELIABLE. I. BY NOT RESPONSIBLE FOR 9TSACCPTICN IS OR ERROR N �ML BE RELIABLE P CH IS NOT HAVE BEEN INCORPORATED ITS ACCURACY, OR ERROR OR A OMISSIONS WWCH THOSE RELYING ON THIS RECORD DOCUMENT ENT THISME DOCUMENT TOS ARAIN IN EPENDE TVERS c THISR or ACCURACY APPLYING k. OBTAIN INDEPENDENT VERIFIUTION OF RSALCVPALV BEFOREAFFLYING IT ML DATUM Knowwhat'6`QIOW. FORANVPVRPOSE LRca@ SK VICTONEMON Call before VOU dIQ. NO. REVISION BY DATE APPR MISS "`01°Nw' EXISTING ASPHALT. 2.0' MIN. PAVEMENT (SEE NOTE 2) SAWCUT� (SEE NOTE 2) ARTERIAL STREET MINIMUM 7" HMA (GO ACP Close B) (SEE NOTE 1), OVER 6" CRUSHED ROCK 1 RESIDENTIAL STREET MINIMUM 4" HMA (or ACP Close B) (SEE NOTE 1), OVER 61' CRUSHED ROCK NOTES: 1. MUST MATCH EXISTING THICKNESS IF GREATER 2. SAWCUT SHALL BE POSITIONED 1' — 0" BEYOND EDGE OF DAMAGED PAVEMENT. 3. THE INTENT OF THIS DESIGN IS TO DESCRIBE PAVEMENT PLACEMENT AT 'THE GUTTER FACE. SEE STANDARD PLAN FOR CEMENT CONCRETE CURBS. PUBLIC WORKS I. CURB AND GUTTER DEPARTMENT REPLACEMENT DETAIL CURB AND GUTTER REPLACEMENT PERMIT# NEW CURB & GUTTER A. =I* / �!G/ABC✓ TACO MA • S EATTL E �oa, aSlum � S PO KAN E • TRI-CITIES �%ONA6 a 2215 North 30th Street, Suite 300 Tacoma, WA 98403 06/m/zahl 253.383.2422 TEL 253.383.2572 FM wNw.ahbl.com WEB IN COMPLIANCE WITH CITY OF RENTON STANDARDS CITY OF WALKER MAZDA DEALERSHIP LC52!0 % AS-BUI LTS ' RENTON AHBL JOB #2160100.11 Planning/Building/Public Works Dept. CITY OF RENTON FRONTAGE IMPROVEMENT DETAILS r� Co N N Co T u U7) CD M O CD CID 00 Q J N N O O 0 00 T R-406718