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Home My WebLink AboutR-423608I I I I X n 75 N N C coco It I 0 w 4'- 0" MIN. - q 4'- D" MIN. - q SEE CONTRACT PLANS SEE CONTRACT PLANS 318" EXPANSION PEDESTRIAN CURB - 3/8" (IN) EXPANSION JOINT (TYP.) -SEE SEE NOTE 9 JOINT (TYP.) -SEE STANDARD PLAN F-30.10 STANDARD PLAN F-30.10 LANDING I ! LANDING 0 SIDEWALK CURB AND GUTTER 1 J I SIDEWALK I r � J I CURB AND GUTTER CURB RAMP CURB RAMP CURB RAMP 4'- 0" MIN. - ` SEE CONTRACT PLANS DETECTABLE WARNING SEE STANDARD PLAN F-45.10ACE 4' - 0" MIN- SEE SEE CONTRACT PLANS FACE OF CURB Q FACE OF CURB - DEPRESSED CURB AND GUTTER J w CROSSWALK Z ¢ PLAN VIEW DETECTABLE WARNING SURFACE - LL TYPE PARALLEL A SEE STANDARD PLAN F-45.10 'm 4'-0' MIN. SE CONTRACT PLANS 0 tO CONTRACTION JOINT (TYP.) - SEE STANDARD PLAN F-30.1 FOR CURB RAMP LENGTHS GREATER THAN 8'- 0"PROVIDE i v } CONTRACTION JOINT EQUALLY SPACED 4'- 0" MIN. OC. C CEMENT CONCRETE PEDESTRIAN w a LANDING CURB - SEE NOTE 9 SECTION ( 15' - 0" MAX. (TYP.) 4 -0" MIN. 15 - 0" MAX. (TY SIDEWALK SEE NOTE 7 GRADE BREAK SEE CONTRACT PLANS SEE NOTE 7 GRADE BREAK vl� R CURB RAMP CURB RAMP l.. LANDING 318" EXPANSION JOINT (TYP.) - 1 SEE STANDARD PLAN F-30.10 SECTION O (ALONG INSIDE RADIUS AT BACK OF WALKWAY) "CEMENT CONCRETE CURB RAMP TYPE PARALLEL A" PAY LIMIT - SEE NOTE 8 7\ ISOMETRIC VIEW TYPE PARALLEL A PAY LIMIT BENCHMARK CONSTRUCTION NOTES AND DETAILS OF BLUE ORIGIN RENTON ROAD IMPROVEMENTS A PORTION OF SECTION 1/4, OF THE NW 1/4 OF SEC. 19 TOWNSHIP 23 N., RANGE 5 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON NOTES 1. At marked crosswalks, the connection between the landing and the PEDESTRIAN CURB - roadway must be contained within the width of the crosswalk markings. r SEE NOTE 9 2. Where "GRADE BREAK" is called out, the entire length of the grade break between the two adjacent surface planes shall be flush. 3. Do not place Gratings, Junction Boxes, Access Covers, or other appurte- nances on any part of the Curb Ramp or Landing, or in the Depressed Curb and Gutter where the Landing connects to the roadway. .- 3" R. 4. See Contract Plans for the curb design specified. See Standard Plan F-10.12 for Curb, Curb and Gutter. Depressed Curb and Gutter, and Pedestrian Curb details. DETECTABLE WARNING SURFACE - 5. See Standard Plan F-30.10 for Cement Concrete Sidewalk Details. SEE STANDARD PLAN F-45.10 See Contract Plans for width and placement of sidewalk. 6. The Bid Item "Cement Concrete Curb Ramp Type " does not include i - DEPRESSED CURB AND GUTTER the adjacent Curb. Curb and Gutter, Depressed Curb and Gutter, CROSSWALK Pedestrian Curb. or Sidewalks. 7. The Curb Ramp length Is not required to exceed 15 feet (unless otherwise shown In the Contract Plans). When applying the 15-foot max. length, PLAN VIEW TYPE PARALLEL B the running slope of the curb ramp is allowed to exceed 8.3%. Use a single constant SID a from bottom of ram to to of ram to match into the sidewalk P P P P over a horizontal distance of 15 feet. Do not include abutting landing(s) In the15-foot max. measurement When a ramp is constructed on a radius, the - GRADE BREAK 15-foot max. length is measured on the inside radius along the back of the SLOPE walkway. COUNTER TOP OF 5� 0MAX ROADWAY 8. Curb Ramps and Landings shall receive a broom finish. See Standard Specifications 8-14. DEPRESSED CURB AND GUTTER - 9. Pedestrian Curb may be omitted if the ground surface at the back of the SEE STANDARD PLAN F-10.12 Curb Ramp and/or Landing will be at the same elevation as the Curb AND NOTE 6 Ramp or Landing and there will be no material to retain. 4'-O'NIN. 15'-0" MAX. (TYP.) LEGEND SEE CONTRACT PLANS SEE NOTE 7 SLOPE IN EITHER DIRECTION GRADE BREAK SIDEWALK * 1.5%OR FLATTER RECOMMENDED FOR GRADE BREAK ,-. DESIGN/FORMWORK (2%MAX.) * a i *� * 1k 7,5%OR FLATTER RECOMMENDED FOR DESIGN/ FORMWORK (8.3% MAX.) - SEE NOTE 7 DATUM HORIZONTAL DATUM: N ZONE NAD 83/201 1 VERTICAL DATUM: NAVD88 CURB RAMP PEDESTRIAN CURB - , LANDING SEE NOTE 9 SECTION O (ALONG INSIDE RADIUS AT BACK OF WALKWAY) "CEMENT CONCRETE CURB RAMP TYPE PARALLEL B" PAY LIMIT - SEE NOTE 6 %\ ISOMETRIC VIEW TYPE PARALLEL B PAY LIMIT 318" (IN) EXPANSION JOINT (TYP,) - SEE STANDARD PLAN F-30.10 BOA ,D� 2g680 �v4 �SS70NAL B�Gl Zeller. Scott Jun 24 3016 7:19 AM PARALLEL CURB RAMP STANDARD PLAN F-40.12-03 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION ""ixR eQ3/hGriOr. Poly J.. 29 206 227 TNT _ STATE DESIGN ENdNEER 7 Washington Slate Departmem or TromporlaYon �- A �', A CURB RAMP, LANDING, CUT- _ F B C THROUGH OR WALKWAY DETECTABLE WARNING E MIN. MAX SURFACE (DWS) - �\ A 1 60" 240„ SEE TRUNCATED DOME DETAIL - THIS SHEET \ SEE NOTE 3 L 0 ^ ` Y l✓ B 0.65" - ...1 A IS C r O O O � O O L D 0.9" 7.40" BACK OF CURB - ^' I 2'-0"MIN.- TRUNCATED DOME SEE NOTE 2 ""• ii ii:ie:::::• TYP. OF ALL El 0.2" 1 0.2" APPLICATIONS SECTION A O _ , TRUNCATED DOME SPACING'' SEE NOTE 3 _ SEE STANDARD SPECIFICATIONS l FOR COLOR OF SURFACE TRUNCATED DOME DETAILS MATCH To WIDTH of CURB RAMP, CURB AND GUTTER - LANDING, CUT -THROUGH OR X WALKWAY 0 * r DETECTABLE WARNING SURFACE DETAIL C7 mOFFSET _ WALKWAY CURB RAMP LANDING '-. SEE NOTE 7 } WIDTH OF LANDING r WALKWAY i is WALKWAY -WALKWAY t DETECTABLE WARNING O - SURFACE (DWS) - 7 SEE NOTE 3 CURB RAMP Ir BACK OF CURB LL WIDTH OF CUT - THROUGH (TYP.) fill NOTES 1. Permanent Detectable Warning Surfaces (DWS) shall extend the full width of the curb ramp, landing, or other roadway entrance as applicable. Exception: If the Manufacturer of the DWS requires a concrete border around the DWS, a variance of up to 2" (in) on each side of the DWS is permitted. 2. Permanent Detectable Warning Surfaces (DWS) shall be placed on a minimum 4" (in) thick concrete pad. The DWS panel shall be placed adjacent to the back of the curb and with no more than a 2" (in) in a between the DWS and the back of the curb measured at ( the center of the DWS panel. Exception: If the Manufacturer of the selected DWS requires P Pt a concrete border around the DWS, a variance of up to 2" pn) from the back of the curb is permitted (measured at the leading comers of the DWS panel). 3. The rows of truncated domes shall be aligned to be parallel to the direction of travel, and perpendicular to the grade break at the back of curb. 4. If curb and gutter are not present, such as a shared -use path connection, the Detectable Warning Surface shall be placed at the pavement edge. 5. See Standard Plans for sidewalk and curb ramp details. 6. If a curb ramp is required, the location of the Detectable Warning Surface must be at the bottom of the ramp and within the required distance from the rail crossing. 7. When the grade break between the curb ramp and the landing is less than or equal to 5 It from the back of curb at all points, place the Detectable Warning Surface on the bottom of the curb ramp directly above the grade break. 8. Glued or stick down Detectable Warning Surfaces are allowed only for temporary work zone applications. ' y WIDTH OF CUT -THROUGH r (TYP.) SINGLE DIRECTION CURB RAMP 2 _. FLARE: FLARE' - MIN. ".�! ci 2' - 0" m (GRADE BREAK BETWEEN CURB AND - -- - i MIN. LANDING 5 5 FT. FROM BACK OF CURB) r tr,_ LEGEND (SEE NOTE 5) BACK OF CURB - _ DETECTABLE WARNING 1 DETECTABLE WARNING o WHEELCHAIR DIRECTION SEE NOTE 2 - SURFACE (DWS)- '`. SURFACE (TYP.) 5iiiE: DIRECTION OF TRAVEL CURB RAMP w Y LANDING OF TRAVEL SEE NOTE 3 SEE NOTE 3 - - n WIDTH OF CURB RAMP WALKWAY - ACK OF CURB - D m - - SEE NOTES 2 8 8 BACK NOTE 2 CURB - _ NADTH OF PERPENDICULAR CURB RAMP SEE _ J WALKWAY (SEE NOTE 6) 7 0' r P WIDTH OF CURB RAMP, ISLAND CUT -THROUGH MIN. LANDING, OR WALKWAY DETECTABLE WARNINGSURFACE DETECTABLE WARNING SEE NOTES 3 ANPD 8 SURFACE (DWS) - SEE NOTE 3 1 BACK OF CURB - _ _ - ?; ;;:: BACK OF CURa - - SEE NOTE 2 f- -Z SEE NOTE 2 MEDIAN CUT -THROUGH _ SINGLE DIRECTION CURB RAMP DETECTABLE WARNING "' "70 ! b tr (GRADE BREAK BETWEEN CURB AND SURFACE (DWS) -za6sa �O .�• > 5 FT. FROM BACK OF CURB) SEE NOTES 3 5 8 1 m', WIDTH OF SHARED - LANDING F' �) 5 T ER (SEE NOTE 5) Z ---- USE PATH OR i WALKWAY (TYP.),, / O;\'A L F' CURB RAMP CURB RAMP 10 iO WALKWAY - LANDING WALKWAY - _ WIDTH OF CUR -THROUGH I l I Aug 30, 2021 ~ (TYP.) SHARED -USE PATH OR DETECTABLE WARNING �. ROUNDABOUT SPLITTER WALKWAY SURFACE ISLAND , - PAVEMENT - SHOULDER STANDARD PLAN F-45.10-03 ... DGE , .. ... E RAIL - aa '' / SHEET t OF i SHEET BACK OF CURB - DETECTABLE WARNING iif!! ;;; PATH OR •�. APPROVED FOR PUBLICATION F SURFACE (DWS) - SEE NOTE 3 WALKWAY DETECTABLE WARNING _ ��- Aug 31, 2021 SEE NOTE 2 WIDTH OSURFACE (DWS) - LANDING SEE NOTES 3 5 4 AM STATE DESIGN ENGWEER PARALLEL CURB RAMP PEDESTRIAN RAILROAD CROSSING Washington Not' DaI-1n1en1a1Tionwa"a'I°' (SEE NOTE 6) PLACEMENT GUIDELINES SHARED USE PATH CONNECTION WIP K. Bq� OP A, t �� S O N Z P_ 25672 0 �� AL ECG 2/22/23 E 0 � AL W a� � N am � W N � M i Q 00 N �05N C Q V) N i Ln +; N /c�v W O U � r �, Y N R-423608 I `� IN COMPLIANCE WITH CITY OF RENTON STANDARDS N n� N O C) N N DEVELOPMENT ENGINEERING ` - Scott Warlick 4/7/2023 co co N N SURVEYED: SCALE: DATE 7 ` BCE VERTICAL: NAVD 1988 83/1 C CONSTRUCTION NOTES AND DETAILS / DESIGNED: N/A HORIZONTAL: NAD 1983/1991 � CITY OF 2 22 2023 TDM � RENTON BLUE ORIGIN RENTON FIELDBOOK:=== DRAWN: PAGE: TDM ONE INCH DATUM ROAD IMPROVEMENTS DRAWING NO: 1 REVISED PER CITY OF RENTON 1/24/23 REVIEW TDM 2/22/2 CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. INTERSECTION OF MAPLE AVENUE S.W AND 22334DKB LLI IF NOT ONE INCH NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY S.W. 16TH STREET, RENTON, WA, 98057 SHEET:�� OF: ^ �f a I�