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Home My WebLink AboutR-425517rAt Z ti O Z O M v LANDING GRADE BREAK SEE CONTRACT PLANS - 4'- 0" MIN. CEMENT CONCRETE SIDEWALK - SEE NOTE 5 FLARE 3/8" EXPANSION JOINT (TYP.) - SEE STANDARD PLAi N F-30.10 GRADE BREAK CURB, OR CURB AND GUTTER - SEE NOTE 4 FACE OF CURB (- MEASURED PARALLEL TO CURB (TYP.) A CURB RAMP WIDTH 4'- 0" MIN. LANDING TO MATCH CURB RAMP WIDTH - SEE CONTRACT PLANS LANDING I GRADE BREAK CURB RAMP SEE CONTRACT PLANS - CEMENT CONCRETE 4'- 0" MIN. SIDEWALK - SEE NOTE 5 I PROVIDE SMOOTH TRANSITION TO SIDEWALK WIDTH (TYP.) SEE CONTRACT PLANS - 4'-0"MIN. 3/8" EXPANSION JOINT (TYP.) - SEE CURB RAMP STANDARD PLAN F-30.10 I V, GRADE BREAK TRANSITION TO SIDEWALK BUFFER, IF PRESENT, OR TO BACK OF CURB (TYP.) - iiiiF.......... * * / SEE CONTRACT PLANS u, CURB, OR CURB AND GUTTER - DETECTABLE WARNING SURFACE - SEE NOTE 4 SEE STANDARD PLAN F-45.10 FACE OF CURB DEPRESSED CURB AND GUTTER - CROSSWALK SEE NOTE 4 I PLAN VIEW TYPE PERPENDICULAR A 4- 0" MIN, 1O CONTRACTION JOINT (TYP.) - SEE STANDARD PLAN F-30.10 FOR CURB RAMP LENGTHS GREATER THAN 8' - 0" PROVIDE A NOTES CURB RAMP WIDTH 4'- 0" MIN. 1. At marked crosswalks, the connection between the curb ramp and the road - LANDING TO MATCH CURB RAMP I WIDTH -SEE CONTRACT PLANS way must be contained within the width of the crosswalk markings, Y 9 I 2. Where "GRADE BREAK" is called out, the entire length of the grade break GRADE BREAK between the two adjacent surface planes shall be flush. 3. Do not place Gratings, Junction Boxes, Access Covers, or other appurten- ances on any part of the Curb Ramp or Landing, or in front of the Curb Ramp where it connects to the roadway. MIN. SEE CONTRACT 4. See Contract Plans for the curb design specified. See Standard Plan PLANS - 4'- 0" MIN. * F-10.12 for Curb, Curb and Gutter, Depressed Curb and Gutter, and BUFFER WIDTH -MATCH Pedestrian Curb details. TO CURB RAMP DEPTH I(TYP.) 5. See Standard Plan F-30.10 for Cement Concrete Sidewalk Details. See I v, Contract Plans for width and placement of sidewalk. w 6. The Bid Item "Cement Concrete Curb Ramp Type _" does not include the adjacent Curb, Curb and Gutter, Depressed Curb and Gutter, Pedestrian Curb, or Sidewalks. :. r..:...... / 7. The Curb Ramp length is not required to exceed 15 feet (unless shown CEMENT CONCRETE otherwise in the Contract Plans). When applying the 15 foot max. length, PEDESTRIAN cuR6 - the running slope of the Curb Ramp is allowed to exceed 8.3%. Use a SEE NOTE 4 single constant slope from bottom of ramp to top of ramp to match into DETECTABLE WARNING SURFACE - the landing over a horizontal distance of 15 feet. DO not Include the SEE STANDARD PLAN F-45.10 - abutting landing in the 15-foot max. measurement. DEPRESSED CURB AND GUTTER 8. Curb Ramps and Landings shall receive a broom finish. See Standard CROSSWALK Specifications 8-14. 9. Pedestrian Curb may be omitted if the ground surface at the back of the Curb Ramp and/or Landing will be at the same elevation as the Curb Ramp or Landing and there will not be material to retain. CONTRACTION JOINT EQUALLY SPACED 4'- 0" MIN. OC, PLAN VIEW TYPE PERPENDICULAR B DETECTABLE WARNING SURFACE - (SHOWN WITH BUFFER) SEE STANDARD PLAN F-45.10 15- 0" MAX. (TYP.) GRADE BREAK _I SEE CONTRACT PLANS SEE NOTE 7 SLOPE TREATMENT - SEE STANDARD PLAN F-30.10 * GRADE BREAK LANDING CEMENT CONCRETE PEDESTRIAN CURB - SEE NOTE 4 _7� CURB RAMP 1 v SECTION OA CEMENT CONCRETE CURB RAMP "TYPE PERPENDICULAR "A" PAY LIMIT - SEE DETECTABLE WARNING SURFACE - SEE STANDARD PLAN F-45.10 3" R. TYP. DEPRESSED CURB AND GUTTER - SEE NOTE 4 CEMENT CONCRETE CURB AND GUTTER - SEE NOTE 4 CURB RADIUS DETAIL O OVER 6'-o" OVER C-4" TO T-9" MAX. TO 7'-9" MAX 6'-0" MAX. I C-0" VAX I 2"0 STD. STEEL PIPE -WELDED JOINTS 1'-9" 1-1 /2"0 STD. SI r. EL PIPE tl.7� 12"-J 8"(TYP) SEE DETAIL A 12" MIN �I CONCRETE WALK WIDTH AS SPECIE 1d LP COMPACT-ED SUBGRADE SFC'fhob- A -A N OTE5: 1, RAILING SHALL. BE HOT DIP GALVANIZED AFTER FAGMCATON_ 2. ALL POSTS SHALL BE PLUMB AND RAILS PARALLEL TO GRADE. COUNTER SLOPE - 5.0% MAX. TOP OF ROADWAY DEPRESSED CURB AND GUTTER - SEE STANDARD PLAN F-10.12 ISOMETRIC VIEW TYPE PERPENDICULAR A PAY LIMIT 2"0 EXTRA STRONG STEEL PIPE POSTS CEMENT CONCRETE CURB RAMP "TYPE PERPENDICULAR "B" PAY LIMIT _ 2 "0 5TD• '5T _EL PIPE POSTS -A CONIC. CL3000 �A + COMPACTED SJBGRADE GOLD JOINT MEN NOT CON'STRUCTI;Q INTEGRAL MTH CONCRETE 'BALK J. PIPE MATERIAL SHALL CONFORM TO ASTM A53. 4. REINFORCING STEEL ASTM A515, GRADE 60. #4 REINFORCING U BAR AT EACH GROUT POST -SEE DETAIL r l " 13 I. DETAIL A 4" DIA, 18 GA. GALV. STEEL SLEEVE TEGUL MINERALEAO OR EPDXY GROUT 3WR DETAIL B NOT TO SCALE STEEL PIPE HANDRAYL FOR SIDEWALK 4 a ADOPTED CITY OF 1tE)'11'ON 4 4 5ThNF3ARP plhNs LST DATE: D4/D4 UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG! 8/ NO. LEGEND SLOPE IN EITHER DIRECTION 1.5% OR FLATTER RECOMMENDED FOR * DESIGN/FORMWORK (2 % MAX.) * * 7.5% OR FLATTER RECOMMENDED FOR DESIGN/FORMWORK (8.3 % MAX.) 9.5% OR FLATTER RECOMMENDED FOR * * * DESIGN/FORMWORK (10% MAX.) ISOMETRIC VIEW TYPE PERPENDICULAR B PAY LIMIT of WA28680 Syl) ®�tt C I S T ER�o ti��sv "7®NAL ��Cs Digitally signed by R. Scott Zeller Date: 2020.09.22 13:23:53-07'00' PERPENDICULAR CURB RAMP STANDARD PLAN F-40.15-04 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION Date: 2020.09.25 14:44:37-07'00' STATE DESIGN ENGINEER Washington State Department of Transportation MaxiForc&111 Collapsible Bollard Standard Body, Wrench Operated, Standard Style 3 Head, EZ Base BI Abo\ C 7 Belo 51, eight P; 0 d Q o 6 po D -< Low Maintenance / Durable steel construction One year warranty / Protected by $1,000,000 in liability insurance No complex assembly required in the field Custom sizes, options, colors and finishes available upon request Finish options available (add code to the end of the model number) - Powder coated (PC) - Powder coated with DRYZINC primer (PCZ) - Hot dip galvanized (G) - Hot dip galvanized & powder coated (GPC) Reflective tape available upon request MINN•► NOTE: SAFETY YELLOW COLOR NOT REQUIRED. BLACK OR DARK GREEN PREFERRED.SEE MAXIFORCE WEBSITE FOR AVAILABLE COLORS. AHJ approved in many cities / counties / campuses for use in fire lanes per International Fire Code (IFC) 503 Patented fire hydrant wren( operation works with any standal fire hydrant wrench by turning tr nut 1/4 turn to unlock and low( the bollard. (1-3/8" nut standar( *Free standard hydrant wren included with each ord EZ Base may be cast in place (no tripping hazard) or .... +�IIerV hr.le.- SURVEYED: BY OTHERS DESIGNED: ROLL/ HEA l/R/N DRAWN: MARY MOORS CHECKED: ROLL/ HEA l/R/N BY DATE APPR APPROVED: ROLL/ HEA l/R/N Patented break -away design allows instant emergency access without a key. This unit can be pushed over with the bumper of a vehicle. great for use in parking decks, over shallow utilities or rocks, in foundations or anywhere minimal ground penetration is required. SS3 Head 561bsy Slbs MaxiForceT'" Traffic Control Bollards Drawing Rev. Created 7560 Main Street 1 11/2/2009 a Sykesville, MD 21784 PROPRIETARY AND CONFIDENTIAL 410-552-9888 (phone) - 410-552-9939 (fax) THIS DRAWING CONTAINS PROPRIETARY www.maxiforcebollards.com - sales@maxiforcebollards.com INFORMATION OF TECHNOLOGIES, Model I.L.C.CSW-SS3-EZI.L.C. ANY USE OF THISHIS DRAWING G OR THE INFORMATION CONTAINED HEREIN FOR OTHER THAN THE PURPOSE FOR WHICH THIS DRAWING IS SIZe File Name MCSW-SS3-EZ FURNISHED IS FORBIDDEN. Scale NA DO NOT SCALE DRAWING I Sheet 1 Of 1 SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERnCAL: NAVD 1988 HORIZONTAL NAD 1983/1991 DATUM C CITY OF c RENTON Planning/Building/Public Works Dept. 5/S/25 on CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING �Zw� DESIGN SURVEYING 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 R-425517 IN COMPLIANCE WITH CITY OF RENTON STANDARDS TOWNS ON 12TH 3916 & 3926 NE 12TH ST, RENTON, WA 98056 ROAD STANDARD DETAILS 0 O O N ti DATE: zit 0/111202J F,ELOBo PAGE DRAWING NO: C3.41 SHEET: OF: :_J 17 93 CONSTRUCTION RECORD DRA WINGS