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Home My WebLink AboutT-4326054 1 3 Bollard, Model R-1009-40 CN -30� D T 15 C INSTALL BOLLARD OVER I • O ON ALL BOLLARDS cr 30 SEE DETAIL 8/C302 I- is A C � I I I CONCRETE IN BOLLARD TUBE 36 i I I 4000 PSI CONCRETE FOUNDATION,, `MASONRY BLOCKS OR SECTION A -A A CHAIRS TO ELEVATE Notes: BOLLARD OFF SUBGRADE • Embedment details are for reference illustration only. foundation sizes depend on local soil conditions weather conditions and engineering requirements. Y p 9 9 • Bollard is provided as shown, with parts listed below. Concrete foundation and/or installation not provided by Reliance Foundry. • This drawing is not drawn to scale. Dimensions provided herein is for reference only. Please consult Reliance Foundry sales professionals if any dimension is critical to your particular installation. • Reliance Foundry reserves the right to amend design and specifications without prior notice for product improvement. ITEM I QTY I PART NUMBER I DESCRIPTION 1 1 1 R-1009-40 Bollard R-1009-40 C40 2 1 2 1 REBAR 63 REBAR IIN OD, 63IN LENGTH COPYRIGHT RESERVED THIS PLAN DRAWING AND DESIGN ARE, AND AT ALL TIMES REMAIN, THE EXCLUSIVE PROPERTY OF RELIANCE FOUNDRY CO. LTD. Bollard, Model R-1009-40-R D INSTALL BOLLARD COVER ON ALL BOLLARDS SEE DETAIL 8/C302 B o� o� �30� 15 30 e 1s.A . t 4 I I CONCRETE IN BOLLARD TUBE 36 I I [FLUSH MOUNTED BOTTOM 016 CAP WELDED TO RETAIN I REBAR AND CONCRETE ` >,�i//Uv�\ice`• �° • ii: �/ill/:/ice /�• - .. .� 06 she BOTTOM SLEEVE CAP WELDED WITH HOLE FOR DRAINAGE 4000 PSI CONCRETE FOUNDATION BOLLARD SLEEVE WITH CAP BOLLARD SLEEVE WITH REMOVABLE BOLLARD General Description: ASTM's standard test method for perimeter barriers designates R-1009-40 C40 as the rating for a barrier that stops a 2,430 pound vehicle moving at 40 miles per hour. It's tested with a compact -car equivalent test vehicle. Many parking lots have curbs, speed bumps, or parking stops, and are generally busy. In these conditions, the average vehicle speed is slow. Many parking lots install R-1009-40 C40 bollards, as they will generally be enough to stop accidents caused by driver inattention, medical issue, or pedal confusion. Similarly, if there very few straight segments where a car can pickup speed, and if the area is inaccessible to large vehicles, the R-1009-40 C40 can inaccessiblebe used in front of storefronts against ram -raid attack For more information on bollard post installation, please visit: www.reliance-found,.m M bolla rd/i ristallation-bollards Specifications: Height: 64 1/2" Body Diameter: 16' Weight: 126 Ibs Material: Steel Unit 207, 6450 - 148 Street, Surrey, BC V3S 7G7, Canada 1-877-789-3245 info@reliance-foundry.com Bollard R-1009-40 IIZE DWG NO C R-1009-40 Dublic General Description: R NOTE: NOT FOR A FIRE ACCESS A NTS Bollard Detail (Non-Removeable) R-1009-40-R ASTM C40 removable crash -rated bollards can be depended upon for exceptional stopping power and impact resistance. The R-1009-40-R is independently tested against ASTM C40 P1 with the ability to withstand a vehicle up to 5000 pounds traveling at 30 mph. No assembly or specialty subgrade is required, making for a very easy -to -install crash -rated bollard. To install, simply set the pre -assembled bollard into the site and pour concrete. Removing the crash -rated bollard is straightforward: Insert a lifting handle through the top of the bollard, and lift the bollard out of the bollard sleeve using a forklift or other equipment. To increase aesthetics, place bollard covers over crash -rated bollards. For nlore information on bollard post installation, please visit: www.rellance-fo undrv.m m/ bolla rd/I nstallation-bollards Specifications: Height: 66" Body Diameter: 16" Weight: 126 Ibs Material: Steel �0 MASONRY BLOCKS OR CHARS TO ELEVATE Notes: SECTION A -A 1--A► BOLILARD OFF UBGRADE • Embedment details are for reference illustration only. Minimum foundation sizes depend on local soil conditions, weather conditions, and engineering requirements. • Bollard is provided as shown, with parts listed below. Concrete foundation and/or installation not provided by Reliance Foundry. Unit 207, 6450 148 Street, Surrey, BC V3S 7G7, Canada • This drawing is not drawn to scale. Dimensions provided herein is for reference only. Please consult Reliance Foundry sales professionals if any dimension is critical to your 07, 6450 -148 info@reliance-foundry.com 7G7, m particular installation. www.reliance-foundry.com • Reliance Foundry reserves the right to amend design and specifications without prior notice for product improvement. rrnE A PARTS LIST ITEM QTY PART NUMBER DESCRIPTION Bollard R-1009-40-R 1 1 R-1009-40-R Removable Sleeve R-1009-40-R Removable Sleeve 2 2 REBAR 62 REBAR IIN OD, 62IN LENGTH 3 1 R-1009-40-R Cap R-1009-40-R Cap SIZE DWG NO REV 4 1 R-1009-40 R Removable Bollard R-1009 40-R Removable Bollard C R-1009-40-R_public A COPYRIGHT RESERVED THIS PLAN DRAWING AND DESIGN ARE, AND AT ALL TIMES REMAIN, THE EXCLUSIVE PROPERTY OF RELIANCE FOUNDRY CO. LTD. NOT TO SCALE SHEET 1 OF 1 4 3 2 1 W w ❑ z of w z R-0"MIN. - SEE CONTRACT PLANS v 3/8' EXPANSION JOINT (TYP.) - SEE STANDARD PLAN F-30.10 CURB AND GUTTER CURB RAMP J 4 SEE CONTRACT PLANS FACE OF CURB NOTES 4'-0"MIN. - A 3/8" (IN) EXPANSION SEE CONTRACT PLANS 1. At marked crosswalks, the connection between the landing and the JOINT (TYP.) - SEE PEDESTRIAN CURB - roadway must be contained within the width of the crosswalk markings. STANDARD PLAN F-30.10 LANDING ' 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. 1 o J SIDEWALK 3. Do not place Gratings, Junction Boxes, Access Covers, or other appurte- * v * , C nances on any part of the Curb Ramp or Landing, or in the Depressed SIDEWALK Curb and Gutter where the Landing connects to the roadway. 3" R. 4. See Contract Plans for the curb design specified. See Standard Plan F1012 f C rb C b dG D edC rb dG d CURB AND GUTTER CURB RAMP CURB RAMP I\ DETECTABLE WARNING SURFACE - 4' - 0" MIN. - SEE STANDARD PLAN F-45.10 SEE CONTRACT PLANS DEPRESSED CURB AND GUTTER FACE OF CURB CROSSWALK PLAN VIEW DETECTABLE WARNING SURFACE - TYPE PARALLEL A SEE STANDARD PLAN F-45.10 % I_ W-0"MIN. / PEDESTRIAN CURB - SEE NOTE 9 SEE CONTRACT PLANS tO CONTRACTION JOINT (TYP.) - SEE STANDARD PLAN F-30.1 FOR CURB RAMP LENGTHS GREATER THAN 8' - 0"PROVIDE v CONTRACTION JOINT EQUALLY SPACED 4' - 0" MIN. OC. N W CEMENT CONCRETE PEDESTRIAN LANDING CURB - SEE NOTE 9 j SECTION O 15'- 0" MAX. (TYP.) 4' - W MIN. 15- - 0" MAX. (TYP.) SEE NOTE 7 SEE CONTRACT PLANS SEE NOTE 7 SIDEWALK GRADE BREAK GRADE BREAK 7EXPANSION CURB RAMP AMP LANDING318JOINT (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 6 %\ CONCRETE DOME TOP \ 3" 6" 0 SCH. 20 GALV. STEEL PIPE FILLED W/ CONCRETE CEMENT CONCRETE - CLASS 3000 c+i cYi FINISH GRADE e PAVEMENT AS SHOWN ON PLANS in - N BACKFILL HOLES WITH CONCRETE NOTE: NOT FOR FIRE ACCESS EXISTING SUBGRADE FIXED BOLLARD COMPACTED TO 95% MAX DENSITY PER ASTM D 1557 NTS 10 Bollard Detail (Removeable) SURVEYED: w DESIGNED:AJ DRAWN: DJD/AJJ 43667 �Gf TERM �� CHECKED: NO. REVISION BY DATE APPR APPROVED: /1mS JAJ SCALE: N/A ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY ISOMETRIC VIEW TYPE PARALLEL A PAY LIMIT NOTES: or u ur an utter, epress u an utter, an 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. DEPRESSED CURB AND GUTTER 6. The Bid Item "Cement Concrete Curb Ramp Type does not include i 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 TYPE PARALLEL B the running slope of the curb ramp is allowed to exceed 8.3%. Use a single constant slope from bottom of ramp to top of ramp to match into the sidewalk 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 5.0 °�� 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' - (T MIN. 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 I n: DESIGN/FORMWORK (2% MAX.) 7.5% OR FLATTER RECOMMENDED FOR DESIGN/ ' FORMWORK (8.3% MAX.) - SEE NOTE 7 CURB RAMP PEDESTRIAN CURB - LANDING 1 EXPANSION JOINT (TYP.) - ®�T Z SE STANDARD SEE STANDARD PLAN F-30.10 G l:L SEE NOTE 9 SECTION O (ALONG INSIDE RADIUS AT BACK OF WALKWAY) "CEMENT CONCRETE CURB RAMP TYPE PARALLEL B" PAY LIMIT - SEE NOTE 6 7\ FIRE HYDRANTS: 1. LOCATE POSTS 3FROM HYDRANT. DON'T BLOCK HYDRANT PORTS 2. PIPE TO RECEIVE ONE PRIME COAT AND TWO COATS OUTDOOR OIL BASE ENAMEL (SAME COLOR AS FIRE HYDRANT) FOR EXPOSED PORTION OF BOLLARD ONLY. PSE TRANSFORMER: 3. LOCATE POSTS 3FROM FRONT AND BACK AND 18" FROM SIDES OF TRANSFORMER. 4. PIPE TO RECEIVE ONE PRIME COAT AND TWO COATS OUTDOOR OIL BASE ENAMEL - TRAFFIC YELLOW - FOR EXPOSED PORTION OF BOLLARD ONLY. 5. INSTALLATION OF GUARD POSTS MUST BE COMPLETED BEFORE THE PRIMARY CABLE IS INSTALLED AND ENERGIZED. NTS 11 Pipe Bollard VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 ; CITY OF RENTON DATUM Planning/Building/Public Works Dept. ISOMETRIC VIEW TYPE PARALLEL B PAY LIMIT OF WASH/ �0 �f 28680j0 ct I STE \ Js/ONAL ECG Zeller,n24 Scott `ZA1 Jun2420167:19AM PARALLEL CURB RAMP STANDARD PLAN F-40.12-03 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION C'arp:n4•rJOT eQ/DfLC _11 P �`` Jun 2920i62:27 PM AMW STATE DESIGN ENGINEER 170- Washington Stall Department of Transportation NTS n Parallel Curb Ramp a A DETECTABLE WARNING PATTERN AREA SHALL BE YELLOW, IN COMPLIANCE WITH B I I WSDOT STANDARD SPEC. 8-14.3(3) O Q I I CO O 3/16"�� C MIN MAX A 15/8" 2 3/8" B 5/8" 11/2" C 7/ 16" 3/4" D 7/8" 17/16" NTS 1 Truncated Domes R-432627 T-432605 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING msippo 08/07/2025 ' HAZEN HIGH SCHOOL MODERNIZATION SITE DETAILS DATE: 07.1 1 .2025 FIELDBOOK: PAGE: DRAWING NO: C301 SHEET: OR 27 OF 7