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HomeMy WebLinkAboutR-413002U Z W I- W Z ry W F- Z LU 2 Lu O a Lu (D Z Z 0 X LL FACE OF CURB 6" CEMENT CONCRETE 112' R. 1"R SIDEWALK RAMP VARIES OR LANDING FROM _5112' _1" 6' TO 0 1 112" R- 1. R- 1:24 6" � i 1 TOP OF I • ip 112" R. ROADWAY 318" PREMOLDED JOINT FILLER N [ CEMENT CONCRETE PEDESTRIAN CURB } AT SIDEWALK RAMPS AND LANDINGS 1 FACE OF ADJACENT CURB CEMENT CONCRETE B 112" _ TRAFFIC CURB AND GUTTER SEE DEPRESSED CURB DETAIL THIS SHEET FACE OF ADJACENT CURS 1.24 TOP OF 6 lr1" - FLUSH WITH GUTTER I 1 1" 112" R. ROADWAY PAN AT SIDEWALK 7" RAMP ENTRANCE I ,:1x 1:24 TOP OF 1i2• R, ROADWAY T 1'_6. � r + DEPRESSED CURB SECTION AT RESIDENTIAL DRIVEWAYS ONLY. 1 FOR COMMERCIAL DRIVEWAYS SEE STD PLAN 1042 DEPRESSED CURB SECTION FACE OF CURB AT SIDEWALK RAMPS y 6 112' - 510 1" 1r2" R. 1" R. FACE OF ADJACENT CURB s 1 ' � TOPOF ROADWAY • • V , .• ' GUTTER SURFACE 1 a •'i , �O •! 'p PRE MOLDED JOINT FILLER E FULL -DEPTH 1* R. a,ra' EXPANSION JOINT rR. CEMENT CONCRETE f TRAFFIC CURB DEPRESSED CURB DETAIL AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS, AND ALLEYS GENERAL NOTES: 1. See standard plans 102 and 101.1 for curb expansion and Contraction joint sparing. 2. Expansion Joint shall be full depth, 3/8" (in.) premolded jolnt filler. 3. For Depressed Monolithic Driveway Curb 8r Gutter Section, see Standard Plan 104.2 STD. PLAN - 101 • PUBLIC WORKS DEPARTMENTCEMENT CONCRETE CURBS EXISTING ASPHALT PAVEMENT SAWCUT (SEE NOTE 2) RTERIAL STREET MINIM 7" HMA (Or ACP Class B) (SEE NOTE 1), OVER 6" CRUSHED ROCK RESIDENTIAL STREET MINIMUM 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 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. 1 ti O } + PUBLIC WORKS ' DEPARTMENT O NEW CURB dt GUTTER STD. PLAN - 103 CURB AND GLITTER l PPR02.D: REPLACEMENT DETAIL bd �,I�jIj�.��rw, �{I, NOTES A CURB RAMP WIDTH 4'- 0" MIN. LANDING TO MATCH A " CURB RAMP V41DTH - SEE CONTRACT PLANS CURB RAMP WIDTH 4'- 0" MIN. 1. At marked crosswalks, the connection between the curb ramp and the road - LANDING E MATCH CURB RAMP way must be contained within the width of the crosswalk markings. I /J LANDING I WIDTH -SEE CONTRACT PLANS Y 9 LANDING I t - GRADE BREAK CURB RAMP I 2. Where "GRADE BREAK" is called out, the entire length of the grade break GRADE BREAK r SEE CONTRACT PLANS - �� GRADE BREAK between the two adjacent surface planes shall be flush. SEE CONTRACT PLANS - _ I 4' - 0" MIN. CEMENT CONCRETE 4' - 0" MIN I SIDEWALK - SEE NOTE 5 I 3. Do not place Gratings, Junction Boxes, ACCeSS Covers, or other appurten- antes on any part of the Curb Ramp or Landing, or in front of the Curb PROVIDE SMOOTH TRANSITION Ramp where it connects to the roadway. CEMENT CONCRETE TO SIDEWALK WIDTH 2'_ 0"-- - SIDEWALK - SEE NOTE 5 I (TYP.) SEE CONTRACT PLANS - MIN. SEE CONTRACT 4- See Contract Plans for the curb design specified- See Standard Plan * Y 4' - 0" MIN. \ *� PLANS - a' - G" MIN. F-10.12 for Curb, Curb and Gutter, Depressed Curb and Gutter, and FLARE (TYP:) N11" EXPANSION BUFFER WIDTH - MATCH Pedestrian Curb details. JOINT (TYP.) - SEE TO CURB RAMP DEPTH I I 5. See Standard Plan F•30.10 for Cement Concrete Sidewalk Details. See 3I8" EXPANSION I _ -- CURB RAMP STANDARD PLAN F•30.10 I (TYP.) JOINT (TYP) - SEE I i -= ��_ _ `^ I , I �, Contract Plans for width and placement of sidewalk. STANDARD PLAN F-30.10 GRADE \ " ' BREAK TRANSITION TO SIDEWALK BUFFER. IF '� 6. The Bid Item "Cement Concrete Curb Ramp Type _" does not Include the GRADE BREAK PRESENT, OR TO BACK OF CURB (TVP.) - adjacent Curb, Curb and Gutter. Depressed Curb and Gutter, Pedestrian SEE CONTRACT PLANS Curb, Or Sidewalks. _ :<:^EEEEiilEii Y-J - -' -t -- """" "�""•' � 7. The Curb Ramp length is not required to exceed 15 feet (unless shown CURB. OR CURB -- _ __- -`` CEMENT CONCRETE otherwise in the Contract Plans When a In the 15-foot max. length. _ CURB, OR CURB j 4 )• applying g g AND GUTTER - _ --- - - PEDESTRIAN CURB - --- - AND GUTTER - the running slope of the Curb Ramp is allowed to exceed 8.3%. Use a SEE NOTE 4 / SEE NOTE 4 l \\\\\\ DETECTABLE WARNING SURFACE - SEE NOTE 4 SEE STANDARD PLAN F-45.10 B I single constant slope from bottom of ramp f top of ramp to match into FADE Or CURB / `\_ DETECTABLE WARNING SURFACE - the landing Over a horizontal distance Of 15 feet. DO not IflChide the t;(,. ` SEE STANDARD PLAN F-46.10 FACE OF CURB -/ abutting landing in the 15-foot max. measurement. t MEASURED PARALLEL `.- DEPRESSED CURB AND GUTTER - r •'- DEPRESSED CURB AND GUTTER 8. Curb Ramps and Landings shall receive a broom finish. See Standard TO CURB (TYP.) f CROSSWALK SEE NOTE 4 CROSSWALK Specifications 8-14. 9. Pedestrian Curb may be omitted if the ground surface at the back of the oCurb Ramp and/or Landing will be at the same elevation as the Curb O CONTRACTION JOINT (TYP.) -SEE STANDARD PLAN F-30.10 Ramp or Landing and there will not be material to retain. FOR CURB RAMP LENGTHS GREATER THAN 8' - 0" PROVIDE w PLAN VIEW CONTRACTION JOINT EQUALLY SPACED 4'- 0" MIN. OC PLAN VIEW w TYPE PERPENDICULAR A TYPE PERPENDICULAR B LEGEND -� DETECTABLE WARNING SURFACE - (SHOWN WITH BUFFER) SEE STANDARD PLAN F-45.10 `. = SLOPE IN EITHER DIRECTION 4' - 0" MIN. 15' - 0" MAX (TYP.) t GRADE BREAK * DE IG FLATTER RECOMMENDED FOR BEE CONTRACT PLANS SEE NOTE 7 !,: DESIGNIFORMWORK (2% MAX.) SLOPE TREATMENT- COUNTER SLOPE- ' r 5.0% MAX. * * DESI OR FLATTER RECOMMENDED FOR SEE STANDARD PLAN F-30.10 GRADE BREAK I; DESIGN/FORMWORK (8.3%MAX.) r TOP OF ROADWAY 9 5% OR FLATTER RECOMMENDED FOR DESIGNIFORMWORK (10% MAX.) LANDING % CURB RAMP ' �•,`u 'a I ? ,, 01 x'aSy E DEPRESSED CURB AND GUTTER - `' �:�3•f' SEE STANDARD PLAN F-10.12 SECTION OA CEMENT CONCRETE CURB RAMP "TYPE CEMENT CONCRETE CURB RAMP "TYPE PEDESTRIAN CURB - U�, 9E ze-eo FO CEMENT CONCRETE PERPENDICULAR "A" PAY LIMIT - SEE NOTE 6 i PERPENDICULAR "B" PAY LIMIT - SEE NOTE 6 / / SEE NOTE 4 --'-- 10.'YAt, DETECTABLE WARNING SURFACE - 7rllrr, Sc"U SEE STANDARD PLAN F-45.10 tun a'_U UZ'_o;U1 PERPENDICULAR CURB RAMP 3" R. TYP. - •• �''I-� DEPRESSED CURB AND GUTTER - SEE NOTE 4 STANDARD PLAN F-40.15-03 SHEET 1 OF 1 SHEET CEMENT CONCRETE CURB___ APPROVED FOR PUBLICATION AND GUTTER - SEE NOTE 4 �- - _ _ (ir'- GirOl. r/C65 Jm 29301G z:zs rnl ISOMETRIC VIEW ISOMETRIC VIEW ,n rr css aucnsr° CURB RADIUS DETAIL O TYPE PERPENDICULAR A PAY LIMIT TYPE PERPENDICULAR B PAY LIMIT 7 w°.nl°g °n Sm. D.p.&...I.f Tr...P.d. iu" AVALON PROJECT 14670 NE 8TH ST #200 BELLEVUE, WA 98007 TEL. 714-336-4714 EMAIL: glen@avalonproject. us Color Codes Thr. Ilfiffil-n will Fe- Ili,-nfift,-ri her W inLa11 fI'17rkS ar flop kYlmin twnt}f-f*ur in-Ch-es on vrth-er 5Hir of the Utilrty litter RED Electric YELLOW Gas, 01, Fuel ORANGE Cable, TV, Telephone BLUE Drinkilg VVat$r GREEN S$wBF 5' RAISED EDGE DETAJL 1•'� SIDEWALK LEVEL �J 1rr EXTEND SIDEWALK TRANSVERSE T' • 0' 1' - 0- 3M' (IN) PRE MOLD ED.0NIT FILLER IM- ON} R JOINTS TO INCLUDE RAISED EDGE TYPICAL WHERE APPLICABLE ROU DING 2.0% 1 IW(IN)R (TYP.} I T , FOR CURE DETAILS 1115 ••• r ; 1-s%� SEE STD PLAN 101 -(IN] R. , ► •'! .-Ny a• �. wr . r4 STING ROADWAY ' _ , � s�•F�; ' � 4 y +[r• - CRUSHED Rvcx Des - SEE RAISED EDGE LTYPoCAL UNDER 1' - V SIDEWALK DETAIL - THIS SHE CRUSHED SURFACING TOP COURSE fCSTC) SIDEWALK GMPACT TO 95: LtoDlnED PROCTOR ALL CUT SLOPES MIN. WITH RAISED EDGE ENGINEER) WAIVED 12• (IN) R. (TYP.1 tETI TTER &) TYPICAL . CSTC ALL CURS, GUTTER d 51DEZVALK, CSTC UNDER 1 2.p% 1 FOR Cif IRS DE -TN LS CURB d GUTTER TO BE F THICKNESS OR �•5% % SEE STO PLAN 101 MATCH ExISTING ROADWAY CRUSHED ROCK 1q pR - - _ / SPAS E, WHICHEVER IS GREATER (TYP FOR aµR 'tT��-� .. • _elY■ ALL CURB d GLRTERI FINISHED GRADE 1' [IN) BELOLY TOP OF! CONCRETE SURFACE 2'-0^ SIDEWALK ADJACENT TO CURB 1' (' 1' Cr MIN ROU DING U2" (IN) R. fTW.) FOR CURB DETAILS 1.5% SEE STD PLAN 101 BRIDGE OR PEDESTRIAN RAtLlNG FOR CURB DETAILS ADJACENT TO CURB !' BARRIER -SEE SIDEWALK SEE STD PLAN... (STE E P FILL SLOPES) CONTRACT PLANS /_-WALL OR BARRIER I I IN R. wep.) FLUSH f I SIDEWALK VERTICAL WALL - .w - .. •\�� :•rT•T �'..� �"E . . SEE DETA11 •f .� 38• (IN) PREMOLAED JOINT FILLER ADJACENT TO CURB AND RAILING OR WALL e' ON) PREMOLDEO JOINT ELLER FOR SIDE TREATMENT s1DEwALK BUFFER STRIP SIDEWALK ADJACENT 70 WALL DETAIL SIDEWALK {SEE NOTE le] SECTIONS 1 1W (IN) R. FOR1 5% SEE CURB DETAILS1.5%MIN. .. SEE STD PLAN 101 F-' BROOr ED FINISH OR MATICH E snNG r � 41 YAM SMOOTH TROWELEPERIMETER D FINISHED GRADE t• OM BELOW TOP OF CONCRETE r . `� SURFACE FOR PLANTING - FLUSH IF PAVED Q" 1Qr • 5' • ti OSAD GC CURSANU`rrEER SHOWN) ADJACENT TO BUFFER STRIP / © FOR CURB DETAILS SEE STD PLAN 101 11E'TO 114• NOTES 1. Four feet of the sidewalk width shotI I the minimum pedestrian IN CONTRACTION N JOINT ' Ty +rye• accessible mute LpAa; Tree of verllcal 'A'! :. and horizontal obstructions. Boxes, Gratings - FULL -DEPTH EXPAN SIGN JOINT IN BOTH - ; � ' •` Access Covers, Pull Boxes Boxes, CURB AND SIDEWALK (SEE STe PLAN 10Lt1 Cable Vaults. Pull Boxes and other � appurtenances whhln the sidewalk 31a C CONTRACTION JOINT must be nush with Surface, and match grade of the sidewalk. JOINT AND FINISH DETAIL ■ 2. Monolithic Cement Concrete Curb and Sidewalk Is not permitted in new For other referenced NOTES see construction. When replacementwork STD PLAN 104.2. ` necessitates a Monolith lc Cement AAEMgLDE Concrete Curb build per WSDOT JOINT FILLER Standard Plan F-30.1D-03. Payed surfaces must cc Triply with E FULL i]EPTH 3- Concrete to be 4.000 PSI. STD PLAN 102.1 as applicable. EXPANSION JOINT PUBLIC WORKS CEMENT CONCRETE � PLAN 1O2 DEPARTMENT SIDEWALK ;^' NOTES: SM NME 2 /S"R X 5/B"O DUMMY JOINT BE NCR 1. Not Used n" a' - Er 2. All ramp and landing edges shall be separately formed. ' 3. Utilities structures that must remain are to be made L non -slip or non-skid. - 4. Utilities structures such as vaults and junction boxes shall not be located in the Pedestrian Access Route (PAR) of the Pedestrian Circulation Route. l MONMEM 5. Drainage appurtenances, such as manholes, catch 3/8• PREMOLDED JaNT FILLER (TYP) basins, etc. shall not be located in the PAR. These should L J GUTVM be located in the street or the buffer strip. � 6. Accessible pedestrian access shall be provided for during construction. PLA14 VIEW OF M41RLIMIII CURB FRAIA E A DRATiw L 1/2"X4" EXPANSION MATERIAL 1/4"R AT JOINTS 1/2"X4" EXPANSION MATERIAL CEM. CONC. CURB AND GUTTER " 1 /4"R AT JDINTS A In SCORE LINES TO BE RADIAL --A W TO CURB AND GUTTER W 1/2"X4" EXPANSION MATERIAL 1/4"R AT JOINTS SCORE LINES 9 e "W"-WIDIM OF SIDEWALK ---- - - 1/2"X5" EXPANSION 1/4-/FT. SLOPE MATERIAL CURB RETURN ONLY 1 /2"R 1 /4"/FT, SLOPE 1/2"R 4" 1/2.R PAVEMENT AS PER PLANS 4" 1� PAVEMENT AS PER PLANS STANDARD CEM. STANDARD CEIA, CONC. PARKNIAY CURB AND GUTTER CONK- CURB AND GUTTER SECTION A -A SFCTION B-B SEE SHEET 2.5.1 FOR ROADWAY DEVELOPMENT STANDARDS GENERAL NOTES: JOINTS; DUMMY JOINTS SHALL BE PLACED NOT TO EXCEED 13' C/C NOR LESS THAN IV C/C. THEY SHALL NOT BE LESS THAN 3/16' IN THICKNESS AND SHALL BE EXTENDED 2" BELOW THE GUTTER LINE- 1/2" 7FMv JOINTS SHALL BE PLACED AT ALL COLD JOINTS AS DIRECTED BY ENCINEER AND SHALL EXTEND 1' 8ELOW CONCRETE, WHERE THE SIDEWALK 15 TO BE PLACED AGAINST THE CURB AND GUTIER, THE JOINT SHALL BE A COLO JONT- 1/2-X 5" EXPANSION MATERIAL SHALL BE PLACEO FROM P.C.'S TO P.T; S AT ALL CURB RETURNS 1/2'X4' ExPANSIONN MATERIAL SHALL BE PLACED AT EVERY FOURTH SDEWALK PANEL. THHE CONCRETE Mix FOR SMEWALKS SHALL CONFCRU TO THE AfWREMENTS OF CLASS B (3/4") WTH AIR ENTRAINMENT. ME CONCRETE SHALL, HAVE A BROOM FINISH WTH ALL EDGES HAYING A 2 1/2" TOOLED FINISH. suSCRADE CgMPACADN SHALL BE SOX (MODLnED PRDCTr3R)- TYPICAL SIDEWALK q ADOPTED J s CITY OF RENTON +/ t STANDARD PLANS N O fST DATS:04/04 ..._� .,'...,."... .... ......... nw(- NAhAF• Fnn7 CI7 PArr. Fnn7 s 7 2 7- FRJVmANoORATe-NorW!UDEI3 1 /a` R. 1 • R. MATCH AY IN CURB AND GunmanriF71 TOP OF c • n 1' R. 1RECM , P93AD AIRY 'c r • n "'c >.• ti AddUWWNTSECnM-NUTlCUJDT:DD q � • e IN CIU RS ANO GUTTER BID OW ,' GTCN Lg8tN'• NIDirv4oLUDEID d.'•' INOJMAND OUTTMBIDITEN SECTION (D GENERAL NOTES: 1 ' 1. The Intent of this design Is to f eilRato the removal of a cab:h basin with rnln4 nal dsturbanoe of the airy. 2. The expansion joints of the T adjavellt eldawalk sllall i rj :: �. .I _ be ed]Itstad tobe In r I; Z [Ine with Mew curb r -- - J a' R-413 0 0 2 expansion jointsr ...r . • I � , a IN COMPLIANCE WITH CITY OF RENTON STANDARDS ` ISO!AE41C MEIN f .:. DEVELOPMENT ENGINEERING M. FLAN - 1MA Nathan Janders 09/16/2020 CEMENT CONCRETE CURB PUBLIC 'WORKS INSTALLATION AT PRO D: DEPARTMENT CATCH BASINS - BA SURVEYED: VERTICAL: NAVD H0RIz09BM_: NAD 1983/1991 OF AVLCITY DATE: 1/31/2020 DESIGNED: _ � 3302 BURNETTOAVE NO , WA 98056 FRENTON IELDBOOK: DRAWN: RENTON PAGE: ONE DRAWING N0: INCH' CHECKED: 161-6E - - Rcnning/Building/Pubk Works CO2 E Dept. 2 No. REVISION BY DATE APPR APPROVED: ACCORDINGLY ^`". TYPICAL STANDARD DETAILS SHEET: OR LJ 5