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Home My WebLink AboutR-412406�1 l FFACF OF CUR d fir 1241 i,J I TOPOF--' ___J' �I �y I � LCENIEN7`�DN�I�E� IIiC TRAMC CUR]l1AND,' QUTTtR PAGE OF ADW, ENT culls FLUSH WITH GUTTER PAN AT SIDEWALK r„ RAMP-WRANCEI I 1' rL_' -� 124 -11 P OF ROAD nj I -;1 ��ItrTR.1 J -ROADDWAY; DEPRESSED C RIB ECTIO AT,StDEWALK RAMPS 1318', CEMf NT CONE r1R R I �' { R -,SIDEwALKRAMP VARIES , OR LANDING 1'ROiH - -- [V-M0 rl -- - -_ r:, --I f 318' PREMOLDW JOINT FILLER) CEMENT 66NCRETE1 OEDESTRIAN cul:a1 _,WTSIDIEWAI K RAMPS AND LANDINGS FACE_OR ADJACENT CURB SEF_oEPr�essErlCi oErAiL THis 8H-T, , r r FTpP Ofd T FZI 1112�rI- IROAi}IAfAY" r r' 'I �_ -r IJIIa. ,I DEPRESSED CURBr SECTION AT RESIDENTIAL'ORIVEWAYS ONLY.! J�GOMMERCIAL DRIVEWAYS SEE 5TOpI�Ah11043, - ' -FACE OF CURB' IS1I1'I Jr _ u PF AgJ{LCENJT ICVI. { - I AIL TO>? OrF �f - JR c ►. I?�`1 G''- IGUiTERSl1RFACE T T� ai_ PREMOLDED'-- JOINT FILLER Jf CLE FULL -DEPTH YIL e 1l J' 1 I CE11 MENT CONGRIzT L DEPRESSED CURB DETAIL r ['ATRESIDENTIALJORCOMI` IAL DRIVEWAYS.-AM6%1� I I ail rGEIVERAL' ICES. '. it � stBtistr�p�lns 1,02 anQ101 1 fpr wrb AsWn mtQmnlFaedlBn ]Dint ipapnQ.l r �I �anskmlolmis all be IJlt�t 3-�rr.]prgmoldedldnTtpkr`I - � I. 3:j a TessndMonoliuticO f�aKCuT4 ClztS�tSer�DrX;18cgS1andadPlaRi093 f N- ' J t ' -- DEP7RTMT '[UCONCRET CURBSEW- - .� .. .. .. �A A B i E C MIN. MAX. CURB RAMP, LANDING, CUT- A 1.60" 2.40" THROUGH OR WALKWAY ----- B 0.65:' I IA B D C 0.45" 0.90" I DI 0.9" 1 1.40" BACK OF CURB - TRUNCATED DOME SEE NOTE 2 E 0.2" 1 0.2" OTRUNCATED DOME SPACING SECTION SEE NOTE 3 SEE STANDARD SPECIFICATIONS FOR COLOR OF SURFACE TRUNCATED DOME DETAILS it W DOOFFSET CURB RAMP LANDING / / 5EE NOTE 8 // WALKWAY WIDTH OF WALKWAY WALKWA _J °" DETECTABLE WARNING LU J SURFACE (DWS) - o SEE NOTE 4 BACK OF CURB z w LL SINGLE DIRECTION CURB RAMP m (GRADE BREAK BETWEEN CURB AND LANDING 5 5 FT. FROM BACK OF CURB) (SEE NOTE 6) LANDING BACK o DIRECTION OF S w Y TRAVEL LU Of CURB RAMP WIDTH of WALKWAY W WALKWAY J' DETECTABLE WARNING SURFACE (DWS) - SEE NOTE 3 BACK OF CURB - SEE NOTE 2 9 s' RAISED EDGE DETAIL r LFVEL 1n "TEND SIDEWALK TRANSVERSE_ ,F1[fMA _ JOINTS TO INCLUDE RAISED EDGE 6 r t•r• IF - X ' 1 0 - - �SIDEWALI( _ r PE I 5 LI � tt111PF8 ^ 1 1rr,llmI!t, Trp1 -I� i� LOC _-. - � yy ON)PREMMC)M 01HFFUM, r . TYP _ A.LL.- WHITE APPLICARI; - wad .- 1 nr1• (IN) R. (TYP 1 l- FOR: CURa DETAILS- 7 51�� SEE STO PLAN 101 " _i W .�.,.,-.,�;,� �l o �I NO ROADWAY.. causHEo RocK - i�TYPICA�UNDER i•CRUSHED SVRFACMLO TOP COURBE (f,� &DEWALJt _ DUPACE TO 95% MCOIFIEO PR „PGT� : fl t �iicaE {UNLESS REQUIREMENT WANED 8Yt ENGINEER) TYPICAL UNDER ALL CURa,-r _ GUTTER6 SIDEWALK C= VNDER - I, t CURBS GUTTER TO BE 6' THICNNESS OR _2-e'K -1 i� _ r FGR CURB DETN�-9� l. _ MARCH EXISTING ROADWAY CRUSHED ROCK -WES T? STD PLAN 101. - - -'° BAs@.WHICHEVER I$GRFATER(lY!•-FOR- ALL CURB a GUTTER}_ 1I.ITT GT (iAAORE7E � FIP� 'ADJACE� TO CUR I 11' B�M�i� I(fYP 1 - �. FOR CAM D6TALL$°I SEE STDPLAN.M- )_ED LING OR WALL Ft�9TRpl _SIDEWALKADJl4C I(STEEP FILI. SLOPES)' �4ALl nR I ISEE sIDEwA1x `trrilMA_ _ EFGTION�L , r .FOR Cu Rp CETAILS .1 1 1st f tT�t J:r - 1-5N MA. - _ - -- -SEE STD PLAN 101 r 'I f •i" I II�. r r l ti' p�,��+7 - TRQw�. m PERM�TER FI ED GRADE I -,(IN) BELOW TOP OF OONCREEE �rl WI _1 � �8[ uRFACE FORPWITIHO- FLUSH lF MVEO-- .�-� < - 1-.• ... - I _ ENT d• I _ �r �.:�0E7d CONCRETE CURB- - r ADJACENT TO BUFFERSTR IOORCURB DETAILS SHQvn+) SEE STD PLAN r- 0.r, . rr - - IL � I I Ur TOU [NMS - [FateotMlnasidO+raNtwl thahw] C� _`�-� r= `% /f .'T r CONTRACTIONJOtYi r be the minimum p6detBrlal' , J_ r wslDEwaKONLY -► r �G'r aaesstbto route wuti fi�a of fianl � � 4 and horizontal obldrudlans. Grating s - L ll �� ►' Amass Cavors. Junction BOKes - FULL -DEPTH EXPANSKXHJO NT IN BOTH 1� CURB AND SIDEWALK FE fTe LIAR LOLi - .I Cable Vaults, Pull notion and other-_- r r A - ,,I �appunendrims within the sidewalk i I,� 3W must be Push with surface. and match) i J grade of tho Bldewa0l. JOINT AND FINISFR I DETAIL' L„1Nandlth c Cxmenr61far tSub and r .. - - � • '. • Slaewalk k no{ permitted In new ForoUter referenced NOTES _IV, cnnstructlan.WhenreplicementM DpLpI�AQ¢ Retet'sibtes a Monolithic Ce1n'erly [anaeteWrhlXulldper WSDOT. PFIE�LOlt7E �FaLER I' 3 sonnese w be 4,t100 PSI. Paved surfaces, must campfy with - - - ISTD]»� O1 Q.T IicablQ; E FULL -DEPTH_- _-- L -� EXPANSIONJOINT - SM.' PLAN - 102 -' - r,U)I fRKS CEMENT'IGONCRETIB - -1. SIDEWALK '� -' 1 ho h. rF e- II NOTES 1. The Detectable Warning Surface (DWS) shall extend the full width of the curb ramp, DETECTABLE WARNING landing, or other roadway entrance' as applicable. Exception- If the Manufacturer of SURFACE (DWS) - the DWS requires a concrete border around the DWS, a variance of up to 2 inches SEE NOTE 3 on each side of the DWS is permitted. 2. The Detectable Warning Surface (DWS) shall be placed at the back of curb, with the two leading corners of the DWS panel placed adjacent to the back of the curb, and with no more than a 2 inch gap between the DWS and the back of the curb measured 2'- 0" MIN. - at the center of the DWS panel. Exception: If the Manufacturer of the selected DWS TYP. OF ALL requires a concrete border around the DWS, a variance of up to 2 inches from the APPLICATIONS back of the curb is permitted (measured at the leading corners of the DWS panel). 3. The rows of truncated domes shall be aligned to be perpendicular to the grade break at the back of curb. 4. The rows of truncated domes shall be aligned to be parallel to the direction of travel. CURB AND GUTTER MATCH TO WIDTH OF CURB RAMP LANDING, CUT -THROUGH OR 5. If curb and gutter are not present, such as a shared -use path connection, the WALKWAY Detectable Warning Surface shall be placed at the pavement edge. DETECTABLE WARNING SURFACE DETAIL 6. See Standard Plans for sidewalk and curb ramp details. 7. If a curb ramp is required, the location of the Detectable Warning Surface must be at LANDING the bottom of the ramp and within the required distance from the rail. 8. When the grade break between the curb ramp and the landing is less than or equal to Y WALKWAY WIDTH of CUT- 5 ft. from the back of curb at all points, place the Detectable Warning Surface on the THROUGH (TYP.) bottom of the curb ramp directly above the grade break. WIDTH OF CUT -THROUGH CURB RAMP a (TYP.) FLARE FLARE 2'_ 0" 2' - 0" MIN. MIN. OF CURB DETECTABLE WARNING DETECTABLE WARNING EE NOTE 2 SURFACE (DWS) - SURFACE (TYP.) - SEE NOTE 3 SEE NOTE 3 WIDTH OF CURB RAMP BACK OF CURB - BACK OF CURB - SEE NOTE 2 SEE NOTE 2 PERPENDICULAR CURB RAMP (SEE NOTE 6) ISLAND CUT -THROUGH 2'- o" MIN. WIDTH OF CURB RAMP, DETECTABLE WARNING LANDING, OR WALKWAY CO TT SURFACE (TYP.) - SEE NOTE 3 BACK OF CURB - SINGLE DIRECTION CURB RAMP DETECTABLE WARNING (GRADE BREAK BETWEEN CURB AND SURFACE (DWS) - LANDING > 5 FT. FROM BACK OF CURB) SEE NOTES 4 & 7 (SEE NOTE 6) CURB RAMP r CURB RAMP WALKWAY I ANnmr, - 1 WALKWAY _ _ _ _ _ NOTE 3 PARALLEL CURB RAMP (SEE NOTE 6) PATH OR WALKWAY PEDESTRIAN RAILROAD CROSSING SEE NOTE 2 MEDIAN CUT -THROUGH z_ - o Z o iv WIDTH OF SHARED- Sv USE PATH OR 0� 2 ae8DR IZ4 �W WALKWAY (TYP �s I STE G` sIONAL E1 WIDTH OF CUT -THROUGH Zeller, Scott SHARED -USE Jul 12 2016 4:25 PM (TYP.) PATH OR ` IG, WALKWAY DETECTABLE WARNING ROUNDABOUT SPLITTER SURFACE ISLAND PAVEMENT SHOULDER EDGE STANDARD PLAN F-45.10-02 ........... SHEET 1 OF 1 SHEET DETECTABLE WARNING APPROVED FOR PUBLICATION SURFACE (DWS) - Cuter, Jeff SEE NOTES 4 & 5 ewJul 15 2016 2:26 PM STATE DESIGN ENGINEER PLACEMENT GUIDELINES SHARED -USE PATH CONNECTION Washington State Department of Transportation n rV lJ1Al --_--- _--_- EXISTING ASPHA PAVEMENT SAWCUT (SEE NOTE 2) z R 7" HMA (or ACP Class B) (SEE NOTE 1). OVER 6" CRUSHED ROCK RESIDENTIAL STREET MINIMUM I 4" HMA (or ACP Class B) (SEE NOTE 1), OVER 6" CRUSHED ROCK NOTES: 1. MUST MATCH EXISTING THICKNESS IF GREATER. 2, SAWCUT SHALL BE POSITIONED V - 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 CURB AND 43UTTER � DEPARTMENT I REPLACEMENT DETAIL 4 SURVEYED: XXX DESIGNED; SHM DRAWN: AR CHECKED: SHM NO. REVISION BY DATE APPR APIPROVED; SHM PLAN - 103 n• .loan "UD!li�S4DEr1NfY1i VNIK ism ISMN&t I IssEPJfNE1''B'leu 0T$vEl�l ax rzP�3PaE�c,r1a?i: rs1Dl smog" _J �LLNOM15 n® m W W z! 4 W x a e . I r& RVl; gtfilr - 5TEs'INSJTEI'e �tEs�X Su�LeVLiL aLgP4. nYPztRANYl ' IC'-tYilre!�si WIIWAY. J WbAY4LtI+JFfiriC4xrtls'rcti?r&mofE"i'4TII AD.1As'«BI n�e*'e'Ic.�As. -- �v;q�; •'�CaalJE•KaIA#MC9Fl4T I �,� �iP il�lt5yvtq •�6DhXfiEaF. PHH�+IFN1'1IYrta �Te��i1�NY'�4 _•,Eli CA, SECTION _ ��y, yElrlgl�t . SECTION 9 X% 11 +�'.fiAaFFERfNP,E;dl;itldr'E . DR16VWAvlrr;I siYlnF nslor E:FJ�MIF !>'iEnt 1 6nfvEw6�^'A'lllw ,El�ut7uE °^� " _ ,.••`� 4.. dt�'"� r+Eti711NE1 WIUkE�".? �a �T„r� , TYPK R10 ISOM) ICM (RESIDENTIAL, WITH FFEk) FOR III ETID. PLAN --1 . 1 CEMENT CONCRETE DRIVEWAY SITU.PIf - 10" I P'1 It31 C wom ENTRANCE - TYPE 1111" D �PRC '' DEPa USE PROJECT NO. 18265 SIDEKo ��.0.. yy• 9 CIVIL ENGINEERING !�(r LANDSCAPE ARCHITECTURE % *. 41846 PLANNING �FS �cpPlAl EN� DESIGN SURVEYING 1-3-Z3 12100 NE 195th St, Suite 300 Bothell, Washington 98017 425.885.7877 SCALE _ HORIZONTAL: NAD 1983/1991 CITY OF RENTON ONE INCH DATU M AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY RECORD DRAWING R-412406 IN COMPLIANCE WITH CITY OF RENTON STANDARDS ROAD DETAILS ✓ANUARY 2020 FIELDBOOK: PAGE: DRAWING NO: C3.31 SHEET: 6 OF: 14