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HomeMy WebLinkAboutR-42782100 N 4' - D" MIN. - A 4' - 0" MIN_ } A SEE GQdTFAOT PLANS SEE CONTRACT PLANS (D JOINT EXPANSION FEDESTRIAN CURB - 18" {IN) EXPANSION JOINT (TYP.) - SEE SEE NOTE 9 JOINT (TYP.) - SEE STANDARD PLAN F-30.10 TANDARD PLAN F-30.1G I 0 LANDING LANDING W _ U SIDEWALK CURS AND GUTTER + \ SI❑EVVALK J w J nf w LL m 0 CURB AND GUTTER � CURD RAMP CURB RAMP CURB RAMP 4' - D" mIN. SEE CONTRACT PLANS � DETECTABLE WARNING SURFACE -- 4, - �' MIN. I SEE STANDARD PLAN F45.10 SEE CONTRACT PLANS FACE OF CURB FACE OF CURB DEPRESSED CURB AND GUTTER PLATY VIEW DETECTABLE WARNING SURFACE TYPE PARALLEL A SEE STANDARD PLAN F-46.i ) 4'-9" MIN. i SEE CONTRACT PLANS CONTRACTION JOINT (TYP.) - SEE STANDARD PLAN F-30.1 FOR CURB RAMP LENGTHS GREATER THAN 8' - 0"PROVI❑E CONTRACTION JOINT EQUALLY SPACED 4' - 0" MIN. OC. ir CEMENT CONCRETE PEDESTRIAN -LANDING CURB - SEE NOTE 9 SECTION 1; - D" MAX, (TYP,a 4' -0" MIN. 15. -??' MAX. (TYP.) SEE NOTE 7' SEE. CONTRACT PLANS SEE NOTE Z SIDEWALK GRADE BREAK { - GRADE BREAK 1 I CURB RAMP � F CURB RAMP LANDING N8" EXPANSION JOINT (TYP.) - 1 SEE STANDARD PLAN F-30,10 SECTION EI (ALONG INSIDE RADIUS AT BACK OF WALKWAY) "CEMENT CONCRETE CURB RAMP TYPE PARALLEL A" PAY LIMIT - SEE NOTE 6 ISOMETRIC VIEW TYPE PARALLEL A PAY LIMIT WSDOT PARALLEL CURB RAMP F-40.12-03 NOT TO SCALE 0 0 �O a Know what's below. Call before you dig. OF WASa,; ' f +PECISTEgE9 �sSIONAL �1 09/10/2024 MOTES 1. At marked crosswalks, the connection between the landing and the P1=DE TRIAN CURB - roadway must be contained within the width of the crosswalk markings. 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 Cutter 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- 0.10 for Cement Concrete Sidewalk Details. SEI= STANDARD PLAN P-45_10 See Contract Plans for width and placement of sidewalk. 6. The Bid Item "Cement Concrete Curb Ramp Type " does not include rL DEPRESSED CURB AMID GUTTER the adjacent Curb. Curb and Cutter, 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 the running slope of the curb ramp is allowed to exceed 8.3%. Use a single TYPE PARALLEL B t t I fram b tt f t t f t t h' t th 'cf Ik - GRADE BREAK GOUNTER SLOPE TOP OF 5.6°�� RDA DVVAY DEPRESSED CURB AND GUTTER PLANSEE STANDARD PLAN F-10.12 AND NOTE 6 cor}s an -.I- c om c ramp a ap o rarr)p a ma c in o e si e a over a horizontal distance of 15 feet. Do not include abutting landing(s) in the 15-foot max. measurement. When a ramp is constructed on a radius. the 15-foot max. length is measured on the inside radius along the back of the walkway. 8. Curb Ramps and Landings shall receive a broom finish. See standard Specifications 8-14. 9. Pedestrian Curb may be omitted if the ground surface at the back of the Curb Pump andlor Landing will be at the same elevation as the Curb Damp or Landing and there will be no material to retain. 4"-0 MIN. 15'-0" MAX. (TYP.) LEGEND )NTRACT PLANS SEE NOTE 7 SLOPE IN EITHER DIRECTION GRADE BREAK SIDEWALK 1.5° OR FLATTER RECOMMENQJ=_Q FOR GRADE BREAK DESIGNIFORM OR (2% MAX.) CL v 7k 7,5°Io OR FLATTER RECQMMENDEL) FOR DESIGNI . , ... FORMWORK (8.3% MAX.} - SEE NOTE 7 CURB RAMP PEDESTRIAN CURB - LANDING SEE NOTE 9 SECTION (�) {ALONGINSIDE RADIUS AT BACK OF WALKWAY) 1 1 "CEMENT CONCRETE CURB RAMP TYPE PARALLEL B" PAY LIMIT - SEE NOTE 6 7� T A C O M A S E A T T L E S P O K A N E T R I -CITIES 2 2215 North 30th Street, Suite 300 Tacoma, WA 98403 1 253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB NO. ISOMETRIC VIEW TYPE PARALLEL B PAY LIMIT 3+8" 'IN) EXPANSION JOINT (TYR) SEE STANDARD PLAN F-30.10 � ov 'IMA ` f S T 8 ON/� A 1 ` V ' Zeller. Sccu Jun 24 016 7.19 AM PARALLEL CURB RAMP STANDARD PLAN F-40.1-0 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION carpenier,lelr. &' AMCM, dun 29 2016 2-27 PM STATE DESIGN ENGINEER AWL CUP Washington 51o1C Doporlmont of Transportution SURVEYED: DESIGNFt / R1 REVISED PER CITY COMMENTS DATED 04/02/24 RI 9/6/24 DRAWN: I GB REVISED PER CITY COMMENTS DATED 10/25/23 JMT 2/16/24 CHECI§K/ MW REVISION BY DATE APPR I APPROVED: SCALE: ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 'M1��:w��f �l '� .. � - r • � - r.'-� �i. :.. F L , , ++� � ,. �-r Rr ir:f .. �31 ' ' -.. •Y li •+- .'s. 'W.V''S4•F'�ti ` _ ` �`- ' ' -_ _ •'y',Y!�yt+},4. ` �. =� ,� -lr�_�. �-' :"��':�, --'�'•.7 : t�1AX'.-' Mlt+4. 57V _- . Lti� .trr. .rY x: _ ;' ., - i•,�-' ', _'sf� °:.�< , '.a. .r• .r� _ �'..tu �' '}._ -- - -- wE. 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NDCBU MAILBOX NOT TO SCALE VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M WFIGl• 5012WO ] 'DELI_ L CoL.L"ECTI Off! E> X UNIT • - CITY OF RENTON Planning/Building/Public Works Dept. U.S.P.O. Neighborhood Delivery and Collection Box Unit 0+i dbox) Installation A, DOTTED 7a crry of REmm LST DATE:1-Aug•87 r DWO NAME: HR-06 SP PAGE: 11026 R-427821 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING HHuynh 12/04/2024 MAPLE HIGHLANDS AHBL JOB #2221005.10 ROAD NOTES & DETAILS DATE: 9/6/2024 FIELDBOOK: PAGE: DRAWING NO: C3.13 SHEET: 21 OF: 39 R- C3.13 coco Cfl O co N 161 An H IH N Q D J N