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HomeMy WebLinkAboutR-426408r.� _ 6" _ CEMENT CONCRETE 1/2"R. 1- R. SIDEWALK RAMP VARIES OR LANDING FROM -f 2 6"TOO 6" T 3/8' PREMOLDED JOINT FILLER CEMENT CONCRETE PEDESTRIAN CURB AT SIDEWALK RAMPS AND LANDINGS FACE OF ADJACENT CURB -612_- SEE DEPRESSED CURB DETAIL THIS SHEET 1:24 TOP OF 1 ; ' 1• 12• R. ROADWAY 2' 1 1 1 DEPRESSED CURB SECTION AT RESIDENTIAL DRIVEWAYS ONLY. FOR COMMERCIAL DRIVEWAYS SEE STD PLAN 104.2 FACE OF CURD 5 12" 1" 12' R. - - - V R. • I FACE OF ADJACENT CURB 1 1 � TOP OF • • ' +� • • GUTTER SURFACE' ROADWAY A e• PREMOLDED JOINT FILLER E FULL -DEPTH EXPANSION JOINT FACE OF CURB 6 112"- 5 1/2" 1" tit" R. - 1" R. 1:24 r 1 TOP OF is 1/2" R. ROADWAY ^ r� 1 r fD r 6 F r CEMENT CONCRETE TRAFFIC CURB AND GUTTER FACE OF ADJACENT CURB 6 12'^ FLUSH WITH GUTTER PAN AT SIDEWALK RAMP ENTRANCE 1:24 TOP OF 112" R. ROADWAY I DEPRESSED CURB SECTION AT SIDEWALK RAMPS 318" 7 CEMENT CONCRETE 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 spacing. 2. Expansion joint shall be full depth, 3/8" (in.) premolded joint filler. 3. For Depressed Monolithic Driveway Curb 8 Gutter Section, see Standard Plan 1G4.2 PUBLIC WORKS STD. PLAN - 101 DEPARTMENT CEMENT CONCRETE CURBS 1'-0" 1' -0" ROUNDING 2.0% (jP SEE RAISED EDGE DETAIL - THIS SHEET 2' - 0" V-0" 1'-0" MIN. ROUNDING _ 2.0% NNN �J 'C,TPP� 3/8- PREMOLDED JOINT FILLER (TYP) _BEENOTE2 /8'R X 5/13'D DUMMY JOINT aEE NOTE2 2• D• b I I I � I I L - - CEMENT CONCRETE CURB AND GUTTER PLAN VIEW "'''ffSffS FACE OF CIENTERLINEOF +_� FRN.1E60FiATE l C� kL„S 6 1/2' 1.3 5 7 2" 1" (1.08') I 1 /2" R. 1 • R. MATCH FRAME AND ORATE -NOT INCLUDED IN CURa AND 01117TERB10 ITEM ROADWAY SLOPE TOP OF RECESS ROADWAY q D • q., q-•. ADJUSTMENT SECrIGN- NOT INCLUDED n' q' IN CURB AND GUTTER BID UEM •. ', CATCH BASLY - NOT INCLUDED q .. q IN CUBE AND GUTTER BID ITEM • -'D _ 1 SECTION O GENERAL NOTES: ?1 ` 1. The intent of this design Into facilitate the removal of a catch basin with minimal disturbance f of the curb. 2. The expanslon Joints of the adjacent sidewalk shall be adjusted to be In line With these curb expansion joints. ISO�ETHIC VIEW SM CEENT CONCRETE CUR• PLAN - 301.1 MB ®y PUBLIC WORKS I1111STALLATION AT PRO D: iA DEPARTMENT CATCH BASINS SIDEWALK (SEE CONTRACT) FOR SIDE TREATMENT SIDEWALK 6 1/2" SEE OTHER SIDEWALK SECTIONS (SEE CONTRACT) 1/2"1/2" (IN) R. (TYP-) " (IN) R. (TYP.) CURB NOT INCLUDED IN BID ITEM - 1 2.0% MAX. 'v 2.0% MAX. SEE STANDARD PLAN F-10.12 3/8" (IN) PREMOLDED SEE CURB FACE DETAIL JOINT FILLER WITH RAISED EDGE MONOLITHIC CEMENT CONCRETE O1 FINISHED GRADE 1" (IN) BELOW TOP OF CONCRETE SURFACE CURB AND SIDEWALK (SEE CONTRACT) CURB NOT INCLUDED IN BID ITEM - 1 2.0% MAX SEE STANDARD PLAN F-10.12 'v 3/8" (IN) PREMOLDED WALL OR BARRIER JOINT FILLER ADJACENT TO CURB (STEEP FILL SLOPES) SIDEWALK 1/2" (IN) R. 0 ALL CUT MIN. (SEE CONTRACT) v SLOPES a 1/2" (IN) R. (TYP.) CO J 2.0% 1 CURB NOT INCLUDED IN BID ITEM -- - 2.0% MAX. SEE STANDARD PLAN F-10.12 NO` AozoE 0 3/8" (IN) PREMOLDED JOINT FILLER NOTE 1. Gratings, Access Covers, Junction Boxes, Cable Vaults, Pull Boxes and other appurtenances within the sidewalk must have slip resistant surfaces, be flush with surface, and match grade of the sidewalk. SIDEWALK 3/8" (IN) PREMOLDED JOINT FILLER SIDEWALK ADJACENT TO WALL DETAIL ADJACENT TO CURB BRIDGE OR PEDESTRIAN RAILING BARRIER - SEE SIDEWALK CONTRACT PLANS ��� (SEE CONTRACT) i 1/2" (IN) R. (TYP.) � I � FLUSH I 'v 2_0% MAX. VERTICAL WALL 3/8" (IN) PREMOLDED SEE DETAIL JOINT FILLER (TYP.) ADJACENT TO CURB AND RAILING OR WALL 3- 0" MIN. FOR SIDE TREATMENT SIDEWALK BUFFER STRIP SEE OTHER SIDEWALK (SEE CONTRACT) (SEE CONTRACT) SECTIONS 1 1/2" (IN) R. 2.0% MAX. (TYP.) FINISHED GRADE 1" (IN) BELOW TOP OF CONCRETE SURFACE FOR PLANTING -• FLUSH IF PAVED ADJACENT TO BUFFER STRIP 6„ LEVEL 112" CURB NOT INCLUDED IN BID ITEM - 1/2" (IN) R. SEE STANDARD PLAN F-10.12 D �"Ll' IN) R. D D D RAISED EDGE DETAIL EXTEND SIDEWALK TRANSVERSE JOINTS TO INCLUDE RAISED EDGE CURB NOT INCLUDED IN BID ITEM - SEE STANDARD PLAN F-10.12 PREMOLDED JOINT FILLER OE EXPANSION JOINT SEE © 61/2' CONTRACTION FACE OF CURB JOINT 51/2" 1" 'v 7° D D D ID ROADWAY ° 1" (IN) R. D D 8" 6 1/2" V. CURB FACE DETAIL EXTEND SIDEWALK TRANSVERSE EXPANSION JOINTS TO INCLUDE CURB (FULL DEPTH) BROOMED FINISH (TYP.) 4" (IN) WIDE, SMOOTH -TROWELED PERIMETER CEMENT CONCRETE CURB (CURB AND GUTTER SHOWN) NOT INCLUDED IN BID ITEM / SEE STANDARD PLAN F-10.12 CTION JOINT /ALK ONLY EXPANSION JOINT IN BOTH CURB AND SIDEWALKpt WASgj����r/f�� ISOMETRIC VIEW JOINT AND FINISH -11,0 � DETAIL '°C 39777 o W� gRF Z I 1/ D ° D � © CONTRACTION JOINT REVISION F 1ST 1 '>►"/ONAL Michael S Digitally signed by Michael Fleming Fleming Date: 2020.09.24 07:40:16-07'00' CEMENT CONCRETE SIDEWALK STANDARD PLAN F-30.10-04 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION Date: 2020.09.25 15:43:50-07'00' STATE DESIGN ENGINEER Washington State Department of Transportation d 4 g SIDEWALK SHALL BE REPLACED TO THE NEAREST ✓0INT r PARKIIIi L 0 LIGHT (Tfl 158.17 (EG 158� yr I 158 68� / 158.67 1S . - I 16115 SAWCUT EX/STING 20 / PA VEMENT VAN ADA STALL 2' II 3 1 16 ADA � o+ 161.22 16 VAN ACCESS/BLE - I SD REMO EX/STING SPACE 4 I A PHAL T RAMP 17 ADA7Z4- 169 7 4 5' t6B.-77 1 I - - - S EXP ND EX/STING PARKING / LOT PER PA VfY NT ``' N � a l 5 SECPON ON THIS SHEET - h I 161.38 OS 6 159.•46 I I I8 159. �7 - I 160.91 161.37 ,y 3.4% ,,.,, ,.0 160.96 2 --'! -.1�6 `\ \r T 4 TT�T�Tl� a A162.93 GRADING DETAIL 1 SCALE- 1 " = 10' a N I N VEO PARKING" IUTCD R7-8 F - 1�1 162. 4 16288 `4.5' 161.71 161.88 it 29 I GR DE' 161.96 , BRE K SD�� ARD GRAIN - 161.40 CONNECTED TO SEWERR) v 161.71 RlM 161. 8 \ 21� 1, a 19&' \ / F1 i - SD - - - - - - - S S - - SD SD SD SDI - - - - - �- S-- - -SS - 8' 0.5, :WALK_ , 18' PLANTER _ .1- 46' PARKING LOT SECTIONA A SCALE. 1 " = 10' GRADING DETAIL 2 SCALE. 1 " = 10' R-426408 BUILDING 4.5' 7' RECORD DRAWING PROJECT NO. 18242 gIDEKO ,� •'pF • WAS,y� •'cy�, CIVIL ENGINEERING r� Z: LANDSCAPE ARCHITECTURE o'• 41846 •�� PLANNING OA' O . �.�F/STER �4 ss/ORAL �tJG DESIGN SURVEYING Z-ZO-ZS 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SURVEYED: RDW SCALE: VERTICAL, NAVD 1988 DAIt: HORIZONTAL: NAD 1983/1991 . DESIGNED: CITY OF ✓AN. 2022 SHY `- FIELDBOOK: DRAWN: SES RENT 0 N ONE INCH ROAD AND GRADING DETAILS DRAWING N0: DATU M CHECKED: SHM AT FULL SCALE Planning/Building/Public Works Dept. C3 31 IF NOT ONE INCH BY DATE APPR APPROVED' SKIM SCALE ACCORDINGLY SHEET: B OF: 10 10 • 0 Q