The URL can be used to link to this page

Home My WebLink AboutR-425517M v A CURB RAMP WIDTH 4'- 0" MIN. LANDING TO MATCH / CURB RAMP WIDTH - SEE CONTRACT PLANS LANDING I GRADE BREAK LANDING CURB RAMP GRADE BREAK SEE CONTRACT PLANS - CEMENT CONCRETE SEE CONTRACT PLANS - 4'- 0" MIN. SIDEWALK - SEE NOTE 5 4'- 0" MIN. I PROVIDE SMOOTH TRANSITION CEMENT CONCRETE TO SIDEWALK WIDTH SIDEWALK - SEE NOTE 5 (TYP.) SEE CONTRACT PLANS - * 4'-0"MIN. FLARE (TYP.) 3/8" EXPANSION JOINT (TYP.) - SEE 3/8" EXPANSION CURB RAMP STANDARD PLAN F-30.10 JOINT (TYP.) - SEE I V, STANDARD PLAN F-30.10 GRADE BREAK TRANSITION TO SIDEWALK BUFFER, IF GRADE BREAK PRESENT, OR TO BACK OF CURB (TYP.) - ::::::: SEE CONTRACT PLANS CURB, OR CURB AND GUTTER - CURB, OR CURB SEE NOTE 4 AND GUTTER - I DETECTABLE WARNING SURFACE -- SEE NOTE 4 FACE OF CURB SEE STANDARD PLAN F-45.10 i FACE OF CURB MEASURED PARALLEL DEPRESSED CURB AND GUTTER - TO CURB (TYP.) CROSSWALK SEE NOTE 4 i• 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. 2'-0" 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 (TYP) 5. See Standard Plan F-30.10 for Cement Concrete Sidewalk Details. See I V. Contract Plans for width and placement of sidewalk. V, 0, 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. .................. / 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 CURB - 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. PLAN VIEW CONTRACTION JOINT EQUALLY SPACED 4'- 0" MIN. OC. PLAN VIEW TYPE PERPENDICULAR A TYPE PERPENDICULAR B DETECTABLE WARNING SURFACE - (SHOWN WITH BUFFER) SEE STANDARD PLAN F-45.10 4'- 0" MIN. _I_ 15- 0" MAX. (TYP.) GRADE BREAK SLOPE TREATMENT - SEE STANDARD PLAN F-30.10 LANDING CEMENT CONCRETE PEDESTRIAN CURB - SEE NOTE 4 SEE CONTRACT PLANS SEE NOTE 7 * GRADE BREAK , 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'-0" OVER C-O" TO T-9" MAX. TO 7'-9" MAX 6'-0" MAX, I C-o" FLAX 2ao STD. STEEL PIPE -WELDED JOINTS 1-1/2"so STD. SI EL PIPE 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 NOT DIP GALVANIZED AFTER FAGMCATION_ 2. ALL POSTS SMALL 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 STU. 5T_EL PIPE POSTS -A CO'NO. CL3000 �A COMPACTED SUBGRADE GOLD JOINT WHEN NOT CONSTRUCTED INTEGRAL MTHI CONCRETE WALK 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 rl" B 8., r11111 4" I 4 OETAIL A 4" DIA, 18 GA. GALV. STEEL SLEEVE TEGUL MINERALEAO OR EPDXY GROUT 3WR ... DETAIL B NOT TO SCALE STEEL PIPE HANDRAYL FOR SIDEWALK a ADOPTED CITY OF REMN nANUARP DEANS LST DATE: 04/04 UNDERGROUND LOCATOR SERVICE CALL BEFOREq YOU DIG. 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 oR WAS111, Tpy'A ®28680 �0 �F�! STE�F� ems!®NAL ��G 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' Amok STATE DESIGN ENGINEER Washington State Department of Transportation MaxiForc&` Collapsible Bollard Standard Body, Wrench Operated, Standard Style 3 Head, EZ Base BI Abo\ 7 Belo g., eight 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) D Reflective tape available upon request 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 tF nut 1/4 turn to unlock and lows the bollard. (1-3/8" nut standan *Free standard hydrant wren, included with each ord EZ Base may be cast in place (no tripping hazard) - or .n�t�llnrl :n �.n-..., fillniV hr.ln� 1 REVISED PER CITY COMMENTS MJS 7/26/23 HHH SURVEYED: BY OTHERS 2 REVISED PER CITY COMMENTS KEL 9/12/23 HHH DESIGNEDHOLL/ HEAI/RlN 3 REVISED PER CITY COMMENTS KEL 10/11/22 HHH DRAWN: MARY MOORE CHECKED: HOLLI HEA l/RIN NO. REVISION BY DATE I APPR I APPROVED: HOLLI HEA l/RIN 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 56 bsy s Ibs MaxiForc&rm Traffic Control Bollards Drawing Rev. Created 7560 Main Street 1 11/2/2009 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 BLUE EMBER TECHNOLOGIES, Model I.L.C.CSW-SS3-EZI.L.C. ANY USE OF THIS DRAWING OR THE INFORMATION CONTAINED HEREIN FOR OTHER SIZe THAN THE PURPOSE FOR WHICH THIS DRAWING 1S File Name MCSW-SS3-EZ FURNISHED IS FORBIDDEN. Scale NA I DO NOT SCALE DRAWING I Sheet 1 Of 1 SCALE: AS NOTEO ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY vmneAL, NAVD 1988 HORIZONTAL- HAD 1983/1991 DATUM B CITY OF PRI RENTON vassiv Planning/Building/Public Works Dept. N N v O O N N 10/11 /23 on CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING DESIGN SURVEYING 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 R-425517 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING t yq i 12/06/2023 N TOWNS ON 12TH 1011112023 O 3916 & 3926 NE 12TH ST, RENTON, WA 98056 FIELDBOOK: PAGE DRAWING N0: ROAD STANDARD DETAILS C3.41 SHEET: OF: 17 93