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Home My WebLink AboutT-432606co N co 6 0 Ll..l W m E 0 a E DocuSign Envelope ID: FFA9ADCA-DO50445F-B750-15F9271FC791 DocuSign Envelope ID: 9D9BODA8-0385-4664-AE66-57BFF1 561 D7F N ALL PAVEMENT MARKINGS SHALL CONFORM TO THE FOLLOWING WSDOT STD. PLANS, EXCEPT CROSSWALK CURB LANE LANE _ LANE CURB LANE I MARKINGS AND STOP BARS SHALL BE PER CITY OF RENTON STD. PLANS 127 AND 128. WSDOT STD. PLANS NOT T INCLUDED BELOW SHALL REQUIRE APPROVAL FROM CITY OF RENTON PUBLIC WORKS/TRANSPORTATION. 8' MIN, TIRE 7RACK3 �rCROSSWALK MARKINGS. (�•) SEE NOTE I(TV.) CONCRETE CURB I M-3.10 LEFT TURN CHANNELIZATION / BGIJTTER(TYR) O M-3.20 LEFT -TURN CHANNELIZATION REDUCED TAPERS M-3.30 LEFT -TURN CHANNELIZATION TEE INTERSECTION AND BACK-TO-BACK TURN LANES M-3.40 TWO-WAY LEFT -TURN AND MEDIAN CHANNELIZATION M-3.50 DOUBLE LEFT TURN CHANNELIZATION LINE r! LIENE L�F Bollard Cover R-7307-EX General Description: M-5.10 RIGHT TURN CHANNELIZATION R versatile protection for posts under 6-5/8 inches in Stainless Steel Bollard Covers offer the most M-9.50 BICYCLE LANE SYMBOL LAYOUT versatil M-9.60 SHARED - USE PATH MARKINGS WHITE CROSSWALK CENTERED CENTERED 8' e p diameter. This is a taller model in comparison with the MARKINGS (rYP, IN IN M-11.10 RAILROAD CROSSING LAYOUT') LANE LANE) R-7307 with a height of 42 inches and features a Flat M-12.10 ROUNDABOUT PAVEMENT MARKINGS D top. Increase visibility and aesthetics of steel pipe D M-20.10 LONGITUDINAL MARKING PATTERNS security posts, while ensuring protection from wear an M-20.30 LONGITUDINAL MARKING SUPPLEMENT WITH RAISED PAVEMENT MARKERS corrosion. 4 installation types available: Spray foam adhesive, set screws, top hanger, or 3 hanger. Covers M-20.40 LONGITUDINAL MARKING SUPPLEMENT WITH RPMS - TURN LANES A are made from corrosion -resistant 316 stainless steel. EV M-20.20 PROFILED AND EMBOSSED PLASTIC LINES Optional powder coating is available in 1 of 6 custom M-24.20 SYMBOL MARKINGS - TRAFFIC ARROWS FOR HIGH-SPEED ROADWAYS b colors. M-24.40 SYMBOL MARKINGS - TRAFFIC ARROWS FOR LOW -SPEED ROADWAYS t M-24.60 SYMBOL MARKINGS MISCELLANEOUS t Specifications: Height: 42" LONGITUDINAL PAVEMENT MARKINGS SHALL CONSIST OF PROFILED AND EMBOSSED METHYL METHACRYLATE Base Diameter: 8 5/8" MMA , OR UNLESS OTHERWISE APPROVED BY CITY OF RENTON PUBLIC WORKS/TRANSPORTATION. 24' Ir I weight: 541inless Steel ard ( ) I Material: Stainless Steel 316 ')� I Max. Interior Security Post Size: SUPPLEMENTAL TYPE 2 RAISED PAVEMENT MARKERS WITH REFLECTORS SHALL BE REQUIRED ON ROADWAYS r 6 5/8" x 40" (Diameter x Height) WITH SPEED LIMITS OF 30 MPH OR HIGHER, OR UNLESS OTHERWISE APPROVED BY CITY OF RENTON PUBLIC Finish Options: WORKS/TRANSPORTATION. r r O Satin #6 Buffed SUPPLEMENTAL TYPE 2 RAISED PAVEMENT MARKERS WITH REFLECTORS SHALL BE REQUIRED ON ROADWAYS I O Polyester Powdercoated (Additional service charge) WITH SPEED LIMITS OF 25 MPH OR LOWER, WHERE MINIMUM REQUIRED LIGHTING LEVELS ARE NOT MET AND/OR I See Reliance Foundry's standard color options at: WHERE CITY OWNED STREET LIGHTS DO NOT EXIST, OR UNLESS OTHERWISE APPROVED BY CITY OF RENTON I www.relance-foundrv.com/bollard/colors-bollards C PUBLIC WORKS/TRANSPORTATION. I Installation Options: r r O Set Screw Installation Option PAVEMENT LETTERS, AND RED/GREEN PAVEMENT BACKGROUNDS SHALL CONSIST OF METHYL METHACRYLATE (see sheet 2of5) (MMA), OR UNLESS OTHERWISE APPROVED BY CITY OF RENTON PUBLIC WORKS/TRANSPORTATION. r O Adhesive Foam Installation Option r (see sheet 3 of 5) PAVEMENT SYMBOLS, CROSSWALK MARKINGS, AND STOP BARS SHALL CONSIST OF HYDROCARBON O Top Hanger Installation in Existing Concrete (see sheet 4 of 5) THERMOPLASTIC, OR UNLESS OTHERWISE APPROVED BY CITY OF RENTON PUBLIC WORKS/TRANSPORTATION. m I 42 O 3 Hanger Installation in New Concrete THERMOPLASTIC SHALL CONTAIN 3M 50150 WET/DRY ELEMENTS, OR APPROVED EQUAL. IF INSTALLED ON `1 t (see sheet 5 of 5) CONCRETE, PAVEMENT SYMBOLS, CROSSWALK MARKINGS. AND STOP BARS SHALL BE 3M STAMARK ALL ! I For more information onbollard post installation, please visit: WEATHER TAPE 380AW SERIES, OR APPROVED EQUAL. } r www.rellance_foundry.com/bollard/installabon-bollards '-WHITE STOP BAR FOR HAWK SIGNAL t SPEED CUSHION CHEVRON SYMBOLS SHALL CONSIST OF 3M STAMARK ALL WEATHER 380AW SERIES TAPE. AND RECTANGULAR RAPID FLASHING I Care and Maintenance: BEACONS (R11% SEE NOTE 3 I Despite its natural anti -corrosion properties, stainless steel t may corrode if cautionary procedures are not followed, or if LONGITUDINAL PAVEMENT MARKINGS CONSISTING OF PAINT SHALL BE USED FOR MAINTENANCE PURPOSES, OR products are neglected for extended periods of time. UNLESS OTHERWISE APPROVED BY CITY OF RENTON PUBLIC WORKS/TRANSPORTATION. PIANO STYLE CROSSWALK I High -saline environments or other areas with high exposure PLAN 3YLE CROFLE SWALIEWS r to chlorides may increase risk of stainless steel corrosion. LONGITUDINAL PAVEMENT MARKINGS WHERE ALL MARKINGS ARE TO CONSIST OF RAISED PAVEMENT MARKERS I Regular cleaning will maintain optimal condition and NOTES: g appearance. B SHALL REQUIRE APPROVAL FROM CITY OF RENTON PUBLIC WORKS/TRANSPORTATION. IF APPROVED, 1. PIANO STYLE CROSSWALK MARKINGS SHALL BE INSTALLED AT MARKED MID BLOCK PEDESTRIANCROSSNGS.SEESTD.PLAN128FOR I See Reliance Foundry's maintenance guide at: LONGITUDINAL LANE MARKINGS SHALL FOLLOW WSDOT STD. PLAN M-20.50-02 LONGITUDINAL MARKING ALL OTHER LOCATIONS. i www.reliance-foundry.com/bollard/stainless-steel-maintenance SUBSTITUTION W/RAISED PAVEMENT MARKERS. 2. PAVEMENT MARKING MATERIAL SHALL BE PER STD, PLAN109. 3. 16" WIDE WHITE STOP BARS SHALL BE INSTALLED WHEN A HAWK SIGNAL OR RECTANGULAR RAPID FLASHING BEACONS (RRFB) ARE r e PAVEMENT SURFACE AND AIR TEMPERATURE AT THE TIME OF PAVEMENT MARKING APPLICATION SHALL NOT BE PRESENT AT A MID -BLOCK CROSSING.OTHERWISE, NO STOP BARS SHALL BE INSTALLED. 3/16 i LESS THAN 50' F. 4. TO MINIMIZE WEAR, CROSSWALK MARKINGS SHALL BE LOCATED IN THE CENTER OF THE TRAVELLED PORTION OF THE LANE. wall � � r r t Y-o PAVEMENT MARKING NOTES STD. Pam_ 109 -Y-o MID -BLOCK CROSSWALK AND STOP STD per_ 127 PUBLIC WORKS APPROVED: " o PUBLIC WORKS BAR PAVEMENT MARKINGS APPROVED: A DEPARTMENT °' 4/4/2024 4:2 _ `� DEPARTMENT Martin Pastucha 7/27/2022 5 : 4 SECTION A -A DATE � N � � •." °"""' DATE _085/8- RELIANCE FOUNDRY NTS-(: SINCE 1925 Unit 207, 6450 - 148 Street, Surrey, BC V3S 7G7, Canada Crosswalk and Stop Bar Pavement Markings and Notes 6 1-877-789-3245 info@reliance-foundry.com www.reliance-foundry.com TITLE A A NOTES Bollard Cover R-7307-EX A CURB RAMP WIDTH 4'- 0" MIN. LANDING TO MATCH A CURB RAMP WIDTH - SEE CONTRACT PLANS CURB RAMP WIDTH 4'- 0" MIN- 1. At marked crosswalks, the connection between the curb ramp and the road - LANDING E MATCH CURB RAMP way must be contained within the width of the crosswalk markings.SIZE DWG NO REV LANDING I WIDTH -SEE CONTRACT PLANS yC IR7307EX Cl I GRADE BREAK I 2. Where "GRADE BREAK" is called out, the entire length of the grade break LANDING CURB RAMP GRADE BREAK between the two adjacent surface planes shall be Flush. 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 5 GRADE BREAK SEE CONTRACT PLANS - CEMENT CONCRETE 4 3 2 1 SEE CONTRACT PLANS - 4' - 0" MIN. SIDEWALK - SEE NOTE 5 3. Do not place Gratings, Junction Boxes, Access Covers, or other appurten- a - 0' MIN. I I ances on any part of the Curb Ramp or Landing, or in front of the Curb PROVIDE SMOOTH TRANSITION Ramp where it connects to the roadway. CEMENT CONCRETE TO SIDEWALK WIDTH 2' - 0" SIDEWALK - SEE NOTE 5 (TYP.) SEE CONTRACT PLANS - MIN. SEE CONTRACT 4. See Contract Plans for the curb design specified. See Standard Plan * 4'- 0" MIN. * PLANS - 4'- 0" MIN. F-10.12 for Curb, Curb and Gutter, Depressed Curb and Gutter, and FLARE (TYP.) 318" EXPANSION - _ BUFFER WIDTH - MATCH Pedestrian Curb details. NOTE: NOT FOR JOINT (TYP.) - SEE TO CURB RAMP DEPTH 3/8" EXPANSION I CURB RAMP STANDARD PLAN F-30.10 1 (TYP.) 5. See Standard Plan F-30.10 for Cement Concrete Sidewalk Details. See FIRE ACCESS JOINT (TYP.) - SEE I v' i Contract Plans for width and placement of sidewalk. STANDARD PLAN F-30.10 GRADE U' 6. The Bid Item "Cement Concrete Curb Ram Type _" does not include the BREAK TRANSITION TO SIDEWALK BUFFER, IF "' v p Yp GRADE BREAK PRESENT, OR TO BACK OF CURB (TYP.) - "' adjacent Curb, Curb and Gutter, Depressed Curb and Gutter, Pedestrian * ........... i iiii i * SEE CONTRACT PLANS , , Curb, or Sidewalks. CURB, OR CURB CEMENT CONCRETE 7. The Curb Ramp length is not required to exceed 15 feet (unless shown AND GUTTER - CURB, OR CURB PEDESTRIAN CURB _ OthefWlSe In the Contract Plans). When applying the 15-foot max. length, SEE NOTE 4 - _ AND GUTTER - I SEE NOTE 4 the running slope of the Curb Ramp is allowed to exceed 8.3 /o. Use a DETECTABLE WARNING SURFACE - SEE NOTE 4 B I single constant slope from bottom of ramp to top of ramp to match into NTS FACE OF CURB SEE STANDARD PLAN F-45.10 DETECTABLE WARNING SURFACE - the landing Over a horizontal distance of 15 feet. Do not Include the 8 - SEE STANDARD PLAN F-45.10 FACE OF CURB I abutting landing in the 15-foot max. measurement. Bollard COVer MEASURED PARALLEL DEPRESSED CURB AND GUTTER - DEPRESSED CURB AND GUTTER 8. Curb Ramps and Landings shall receive a broom finish. See Standard TO CURB (TYP.) CROSSWALK SEE NOTE 4 CROSSWALK Specifications 8-14. J 9. Pedestrian Curb may be omitted if the ground surface at the back of the u1 Curb Ramp and/or Landing will be at the same elevation as the Curb 0 1O CONTRACTION JOINT (TYP.) - SEE STANDARD PLAN F-30.10 Ramp or Landing and there will not be material to retain. z FOR CURB RAMP LENGTHS GREATER THAN 8'- 0" PROVIDE w PLAN VIEW CONTRACTION JOINT EQUALLY SPACED 4'- 0" MIN. OC PLAN VIEW u_ } TYPE PERPENDICULAR A TYPE PERPENDICULAR B LEGEND m DETECTABLE WARNING SURFACE - ( WN WITH BUFFER) Z SEE STANDARD PLAN F-45.10 SLOPE IN EITHER DIRECTION 1.5% OR FLATTER 4'- 0" MIN. 15'- 0" MAX. (TYP.) I GRADE BREAK * DESIGN/FORMWORKE COMAX) ED FOR SLOPE TREATMENT - SEE CONTRACT PLANS SEE NOTE 7 COUNTER SLOPE - o ° 7.5/o OR FLATTER RECOMMENDED FOR SEE STANDARD PLAN F-30.10 GRADE BREAK 5.0 /o MAX. 7: * o � DESIGN/FORMWORK(8.3/oMAX.) * * TOP OF ROADWAY 9.5% OR FLATTER RECOMMENDED FOR DESIGN/FORMWORK (10% MAX.) OTT L� LANDING CURB RAMP 'v �P�� pF WASy7N�l�� DEPRESSED CURB AND GUTTER - `' !s y 1 SEE STANDARD PLAN F-10.12 SECTION OA CEMENT CONCRETE CEMENT CONCRETE CURB RAMP "TYPE CEMENT CONCRETE CURB RAMP "TYPE �0� y28 a80 1;0 PEDESTRIAN CURB - PERPENDICULAR "A" PAY LIMIT - SEE NOTE 6 PERPENDICULAR "B" PAY LIMIT - SEE NOTE 6 F 1 5 T� SEE NOTE 4 ,. ss7OIV�G R-432628 DETECTABLE WARNING SURFACE ^ /p SEE STANDARD PLANF-45.10 G}cQ_I,� Date:2b2.09.22 R.3:53-0ller T 432606 `C��K Date: 2020.09.22 13:23:53 -0T00' PERPENDICULAR CURB RAMP IN COMPLIANCE WITH CITY OF RENTON STANDARDS 3" R. TYP. DEPRESSED CURB AND GUTTER - SEE NOTE 4 STANDARD PLAN F-40.15-04 SHEET 1 OF 1 SHEET DEVELOPMENT ENGINEERING - CEMENT CONCRETE CURB APPROVED FOR PUBLICATION % )- AND GUTTER - SEE NOTE 4 Date:2020.09.25 msl o 08/07/2025 -- 14:44:37 -OT00' pp ISOMETRIC VIEW ISOMETRIC VIEW AIIIIIIIIIII, STATE DESIGN ENGINEER CURB RADIUS DETAIL O TYPE PERPENDICULAR A PAY LIMIT TYPE PERPENDICULAR B PAY LIMIT v7V Washington stare Departmentof Transportation NTS A- JAB Perpendicular Curb Ramp ti 0, "Asy, o SURVEYED: SALE: V HAZEN HIGH SCHOOL MODERNIZATION �07.1 �.2025 HORIZONTAL: N D 1983/1991 s CITY O� W � DESIGNED:JAJ N/AFlELDBOOK: � DRAWN: RENTON PAGE: DJD/AJJ ONE INCH s DRAWING NO: Gfs6T0L ti CHECKED: AT FULL s� DATUM Planning/Building/Public Works Dept. SITE DETAILSJAJ IF NOT C302 APPROVED: SCALE ACCORDINGLY SHEET: OR 05 29 2025 N0. REVISION BY DATE APPR JAJ 28 OF 7 T C:) N 0, U N Q J cc r91