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HomeMy WebLinkAboutR-40031311 U 0 I) O O I O N W W 2 N / 0 0 Q U i W U Q Q' ry W I— W N D- Z �M N � 2 N W 0oa- o",Of a_ O IY tij LL1 LLJ M �:2Q Q F- z z J 0 LLJ N li Z FACE OF CURB VARIES 12" TO 24" FACE OF CURB VARIES 1" 10" TO 22" 1" 1" (IN) R. (SEE CONTRACT) 1" (IN) R. MATCH ROADWAY MATCH ROADWAY SLOPE SLOPE 1/2" (IN) R. io D D io 1/2" (IN) R. ROADWAY p' ROADWAY D •D p. D . D f0 D D m '11-1/2" 11 1/2" DUAL -FACED CEMENT CONCRETE TRAFFIC CURB AND GUTTER p CEMENT CONCRETE OR ASPHALT CONCRETE SIDEWALK OR PATH 0 D " • D • p p D 3/8" (IN) PREMOLDED JOINT FILLER (MIEN ADJACENT TO CEMENT CONCRETE SIDEWALK) CEMENT CONCRETE PEDESTRIAN CURB FACE OF CURB FACE OF CURB VARIES 12" TO 24" VARIES 1" 10" TO 22" 1" (SEE CONTRACT) 1" (IN) R. 1" (IN) R. ROADWAY io D ROADWAY . D D D • D p 1 3/4" 1 W4" DUAL -FACED CEMENT CONCRETE TRAFFIC CURB SEC. 0 Q T. 23 N. , R. 05 E. , W. M. FACE OF CURB 6 1/2" 51/2" 1" 1/2" (IN) R. 1" (111 R. MATCH ROADWAY SLOPE D 1/2" (IN) ROADWAY R. . D D > • p D D D T- 6" CEMENT CONCRETE TRAFFIC CURB AND GUTTER fi,l CEMENT CONCRETE 1/2" (IN) R. �--•i CURB RAMP, LANDING, 1" (IN) OR DRIVEWAY R ENTRANCE VARIES FROM 6" (IN) TO 0" (IN) 6" D D , p �3ffi"N) PREMOLDED JOINT FILLER CEMENT CONCRETE PEDESTRIAN CURB AT CURB RAMPS, LANDINGS, AND DRIVEWAY ENTRANCES FACE OF CURB 6 112" 5 1!2" 1" 1/2" (IN) R. 1" (IN) R. ROADWAY . D D ' p•. 61ra° CEMENT CONCRETE TRAFFIC CURB FACE OF CURB 6 1/2" VARIES FROM 6" (IN) TO 0" (IN) - MAINTAIN 1H' 6V SLOPE VARIES 1" (IN) ON SIDE OF CURB R, MATCH ROADWAY 1/2" (IN) R. _ SLOPE 1/2" (IN) ROADWAY io 2.0%D R. LLp to W. D FLUSH WITH GUTTER PAN AT CURB 0 RAMP ENTRANCE - 1/2" (IN) VERTICAL 1 1'- 6" LIP AT DRIVEWAY ENTRANCE DEPRESSED CURB SECTION AT CURB RAMPS AND DRIVEWAY ENTRANCES NOTE 1. See Standard Plan F-30.10 for Curb Expansion and Contraction Joint spacing and see Standard Specification Sections 8-04 and 9-04 for additional requirements. FACE OF CURB 7 114" 3" 4" 1 1/2" (IN) R. D ROADWAY D O .D D �D D 8 v4" MOUNTABLE CEMENT CONCRETE TRAFFIC CURB �0'ocoA 934363 ,#GI S T V,'W sf0NAL N' n Barry, Ed —6 May 6 2014 3:31 Phi CEMENT CONCRETE CURBS STANDARD PLAN F-10.12-03 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION liukolich, Pasco Jun 11 20I4 1 -5 PM Adak STATE DESIGN ENGINEER T Washington Stafo Doparlmom of Transportation NOTES A— 1. The Detectable Warning Surface (DWS) shall extend the full width of the curb ramp, B C DETECTABLE WARNING landing, or other roadway entrance as applicable. Exception: If the Manufacturer of i E MIN. MAX. CURB RAMP, LANDING, CUT- SURFACE (DWS) - the DWS requires a Concrete border around the DWS, a variance of up to 2 inches A 1.60" 2.40" THROUGH OR WALKWAY SEE NOTE 3 on each side of the DWS is permitted. f B 0.65" — 2. The Detectable Warning Surface (DWS) shall be placed at the back of curb, with the A J B f D c 0.45" o.so° two leading corners of the DWS panel placed adjacent to the back of the curb, and ---� E} D o.s" tao" eacK of CURB - with no more than a 2 inch gap between the DWS and the back of the curb measured ---- - . ..... TRUNCATED DOME SEE NOTE 2 2' - o"MIN' - at the center of the DWS panel. Exception: If the Manufacturer of the selected DWS E 0.2" 0.2" TYP. OF ALL requires a concrete border around the DWS, a variance of up to 2 inches from the ................ ...... APPLICATIONS TRUNCATED DOME SPACING SECTION A back of the curb is permitted (measured at the leading corners of the DWS panel). -- SEE NOTE 3 SEE STANDARD SPECIFICATIONS 3. The rows of truncated domes shall be aligned to be perpendicular to the grade FOR COLOR OF SURFACE break at the back of curb. TRUNCATED DOME DETAILS CURB AND GUTTER MATCH TO WIDTH OF CURB RAMP, 4. The rows of truncated domes shall be aligned to be parallel to the direction of travel. � LANDING, CUT -THROUGH OR 5. If curb and gutter are not present, such as a shared -use path connection, the o a WALKWAY Detectable Warning Surface shall be placed at the pavement edge. W � DETECTABLE WARNING SURFACE DETAIL cD M FFSET 6. See Standard Plans for sidewalk and curb ramp details. CURB RAMP LANDING SEE NOTE 8 7. If a curb ramp is required, the location of the Detectable Warning Surface must be at WIDTH OF WALKWAY LANDING the bottom of the ramp and within the required distance from the rail. WALKWAY 8. When the grade break between the curb ramp and the landing is less than or equal to WALKWAY WALKWAY WIDTH OF CUT- 5 ft. from the back of curb at all points, place the Detectable Warning Surface on the �ll THROUGH (TYP.) bottom of the curb ramp directly above the grade break. DETECTABLE WARNING o SURFACE (DWS) - WIDTH OF CUT -THROUGH o SEE NOTE 4 CURB RAMP a (TYP.) z BACK OF CURB w .......... .... .. ...... SINGLE DIRECTION CURB RAMP """""' `� FLARE FLARE 2' - 0" 2'- 0" MIN. 7 m (GRADE BREAK BETWEEN CURB AND - MIN. LANDING s 5 FT. FROM BACK OF CURB) (SEE NOTE 6) DETECTABLE WARNING DETECTABLE WARNING o LANDING BACK OF CURB - SURFACE (DWS) - SURFACE (TYP.) - w x DIRECTION OF SEE NOTE 2 SEE NOTE 3 SEE NOTE 3 w TRAVEL WIDTH OF CURB RAMP BACK OF CURB - - SEE NOTE 2 BACK OF CURB CURB RAMP m SEE NOTE 2 WIDTH OF PERPENDICULAR CURB RAMP WALKWAY WALKWAY (SEE NOTE 6) ISLAND CUT -THROUGH 2'- 0" MIN. WIDTH OF CURB RAMP, DETECTABLE WARNING C®.rT Z� LANDING, OR WALKWAY SURFACE (TYP.) - DETECTABLE WARNING SEE NOTE 3 SURFACE (DWS) - SEE NOTE 3M. 01' wASy7N���,'p BACK OF CURB - BACK OF CURB - SEE NOTE 2 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 � LANDING 1 r WALKWAY I " DETECTABLE WARNING BACK OF CURB - SURFACE (DWS) - SEE NOTE 3 SEE NOTE 2 WIDTH OF LANDING PARALLEL CURB RAMP (SEE NOTE 6) CONSTRUCTION RECORD DRAWING DESIGN THIS CONSTRUCTION RECORD DRAWING IS A COPY OF f THE APPROVED CONSTRUCTION DRAWING PREPARED DRAWN BY OSBORN CONSULTING INC. AND HAS BEEN EDITED T USING INFORMATION PROVIDED BY OAK HILLS CHECKI CONSTRUCTION, LLC TO REFLECT ASBUILT CONDITIONS R PATH OR WALKWAY PEDESTRIAN RAILROAD CROSSING z SEE NOTE 2 MEDIAN CUT -THROUGH _ - � o iv `� WIDTH OF SHARED- iD USE PATH OR 0'n� Pl'CI STC��o WALKWAY (TYP.) a ss70NAL E'G Zeller.SroLL WIDTH OF CUT -THROUGH SHARED -USE t - Jul 12 2016 4:2i PM (TYP) PATH OR 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) ^ n„ carpmR'6' SEE NOTES 4 & 5 I %`dC Ju11520162 :26 PM STATE DESIGN ENGINEER PLACEMENT GUIDELINES SHARED -USE PATH CONNECTION 1I/ Washington state Department of Transportation V - 0" 6" SIDEWALK (SEE CONTRACT) FOR SIDE TREATMENT SIDEWALK 6 1/2" 1' - 0" 1' - 0" SEE OTHER SIDEWALK SECTIONS (SEE CONTRACT) ROUNDING 2.0% 1 1/2" (IN) R. (TYP.) CURB NOT INCLUDED IN BID ITEM - 1/2" (IN) R. (TYP.) 1 "v 2 poi MAX SEE STANDARD PLAN F-10.12 0 2A/o MAX. Cr SEE RAISED EDGE 3/8 (IN) PREMOLDED SEE CURB FACE DETAIL DETAIL -THIS SHEET JOINT FILLER WITH RAISED EDGE MONOLITHIC CEMENT CONCRETE O1 FINISHED GRADE 1" (IN) BELOW TOP OF CONCRETE SURFACE CURB AND SIDEWALK 2'- 0" SIDEWALK NOTE MIN. (SEE CONTRACT) 1/2" (IN) R. (TYP.) 1. Four feet of the sidewalk width shall be the minimum pedestrian accessible ROUNDING CURB NOT INCLUDED IN BID ITEM - route free Of Vertical and horizontal obstructions. Gratings, Access Covers, _2.0% 1 2.0% MAX SEE STANDARD PLAN F-10.12 Junction Boxes, Cable Vaults, Pull Boxes and other appurtenances within the --� sidewalk must have slip resistant surfaces, be flush with surface, and match Q 1J grade of the sidewalk. 5���Ixk PREMOL ED) WALL OR BARRIER 1�Pa JOINT FILLER ADJACENT TO CURB (STEEP FILL SLOPES) SIDEWALK SIDEWALK 1/2" (IN) R. OALL CUT MIN. (SEE CONTRACT) > SLOPES O¢ 1 1/2" (IN) R. (TYP.) D D T Cl CURB NOT INCLUDED IN BID ITEM - 2.0%�— 1 v 2.0% MAX. SEE STANDARD PLAN F-10.12 3/8" (IN) PREMOLDED Zsm 1v O� --: JOINT FILLER 1 3/8" (IN) PREMOLDED JOINT FILLER G SIDEWALK ADJACENT TO WALL DETAIL G ADJACENT TO CURB BRIDGE OR PEDESTRIAN _ RAILING BARRIER - SEE SIDEWALK CONTRACT PLANS �yl i (SEE CONTRACT) LEVEL 6 1/2" 1 1/2" (IN) R. (TYP.) FLUSH i CURB NOT INCLUDED IN BID ITEM - 1/2" (IN) R. c 2.0% MAX. SEE STANDARD PLAN F-10.12 _ D � it D VERTICAL WALL - 3/8" (IN) PREMOLDED SEE DETAIL JOINT FILLER (TYP.) ADJACENT TO CURB AND RAILING OR WALL RAISED EDGE DETAIL EXTEND SIDEWALK TRANSVERSE 3' - 0" MIN- JOINTS TO INCLUDE RAISED EDGE FOR SIDE TREATMENT SIDEWALK BUFFER STRIP SEE OTHER SIDEWALK (SEE CONTRACT) (SEE CONTRACT) � SECTIONS 3/8 1 2.0% MAX�� (TYP)) R INCLUDED. CURB NOT B SEE STANDARD PLAN F 10.1ID ZEM - D, O , D D FINISHED GRADE 1" (IN) BELOW TOP OF CONCRETE SURFACE FOR PLANTING - FLUSH IF PAVED PREMOLDED JOINT FILLER ADJACENT TO BUFFER STRIP ( EXPANSION JOINT SEE © 5 1/2" CONTRACTION FACE OF CURB JOINT 51/2" V "v ° ' fo ROADWAY ' 1" (IN) R D 8" 6 1/2" I 1" 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 IN SIDEWALK ONLY EXPANSION JOINT IN BOTH ISOMETRIC VIEW JOINT AND FINISH DETAIL Z � 1/ D ,D>D O © CONTRACTION JOINT /J _ Barry, lid 1/ �- May 6 2014 3:41 PM CEMENT CONCRETE SIDEWALK STANDARD PLAN F-30.10-03 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION lun 11 2014 1:251'M STATE DESIGN ENGINEER Washington Stale Department of Transportation APPROVED BY: DATE: APPROVED BY: DATE: APPROVED BY: DATE: APPROVED BY: DATE: R-400313 Know what's below. Cali before you dig.