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HomeMy WebLinkAboutR-430509NOTES A> > CURB RAMP WIDTH 4'- 0" MIN, LANDING TO MATCH A CURB RAMP VADTH -• SEE CONTRACT PLANS CURB RAMP WIDTH 4' - 0" MIN. 1. At marked crosswalks, the connection between the curb ramp and the road- LADTH - E MATCH CURB RAMP way must be contained within the width of the crosswalk markings. I LANDING I WIDTH -SEE CONTRACT PLANS Y 9 I GRADE BREAK I 2. Where "GRADE BREAK" is called out, the entire length of the grade break LANDING CURE RAMP GRADE BREAK SEE CONTRACT PLANS - CEMENT CONCRETE GRADE BREAK between the two adjacent surface planes shall be flush. SEE CONTRACT PLANS - I 4' -6" MIN SIDEWALK - SEE NOTE 5 3. D❑ not place Gratings, Junction Boxes, Access Covers, or other appurten- 4' - 0" MIN. ances on any part of the Curb Ramp or Landing, or in front of the Out PROVIDE SMOOTH TRANSITION Ramp where it connects to the roadway. CEMENT CONCRETE TO SIDEWALK WIDTH 2'- q'• 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'- 4" MIN. F-10.12 for Curia, Curb and Gutter, Depressed Curb and Gutter, and FLARE [TYP) 318" EXPANSION BUFFER WIDTH - MATCH Pedestrian Curb details. JOINT (TYP,) - SEE TO CURB RAMP DEPTH CURB RAMP STANDARD PLAN F-30.10 I 5. See Standard Plan F-30.10 for Cement Concrete Sidewalk Details. See 3J8" EXPANSION I (T` p-) Contract Plans for width and placement of sidewalk. JOINT (TYP.) - SEE I �' STANDARD PLAN F-30.10 BREAK 6. The Bid Item "Cement Concrete Curb Ram Type _" does not include the BREAK � TRANSITION TO SIDEWALK BUFFER, IF 'u " p YP GRADE BREAK PRESENT. OR TO BACK OF CURB (TYP.} adjacent Curb, Curb and Gutter, depressed Curb and Gutter, Pedestrian .... »: * SEE CONTRACT PLANS u, v, Curb, or Sidewalks. ` }� 7. The Curb Ramp length is not required to exceed 15 feet (unless shown CURB, OR CURB CEMENT CONCRETE otherwise in the Contract Plans When applying the 15-foot max, length, cu»B, OR Cu+xs j• 9 AND GUTTER -- ------ ___--- AND GUTTER - PEDESTRIAN CURB - the running slope of the Curb Ram p is allowed to exceed 8,3%. Use a SEE NOTE 4 �' -.� I SEE NOTE 4 DETECTABLE WARNING SURFAGE - SEE NOTE 4 B I single constant slope from bottom of ramp to top of ramp to match into SEE STANDARD PLAN F-5.10 DETECTABLE WARNING SURFACE - the landingover a horizontal distance of 15 feet. Do not include the FAGS OF CURB SEE STANDARD PLAN F-45.10 I FACE OF CURB abutting landing in the 15-foot max. measurement. MEASURED PARALLEL IL DEPRESSED CURB AND GUTTER - � DEPRESSED CURB AND GUTTER $. Curb Ramps and Landings Shall receive a broom f Wish. See Standard TO CURE. (TYP,) CROSSWALK SEE NOTE 4 CROSSWALK Specifications E614. 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. O CONTRACTION JOINT (TYP.) -• SEE STANDARD PLAN F-30.10 FOR CURB RAMP LENGTHS GREATER THAN 8' - 0" PROVIDE PLAN VIEW CONTRACTION JOINT EQUALLY SPAGED 4'- 0- MIN. CC. PLAN VIEW TYPE PERPENDICULAR A TYPE PERPENDICULAR B LEGEND DETECTABLE WARNING SURFACE - (SHOWN WITH BUFFER) SEE STANDARD PLAN F-45.10 SLOPE IN EITHER DIRECTION 4'- 0" MIN. 15'- 0" MAX. {TYP.} GRADE BREAK 1.5% OR FLATTER RECOMMENDED FOR OESIGNIFORMWORK [2°% MAX.) SLOPE TREATMENT - SEE STANDARD PLAN F-30.10 SEE CONTRACT PLANS * 5£E NOTE 7 GRADE BREAK COUNTER SLOPE . 5096 MAX.. - �- 7.5°k� OR FLATTER RECOMMENDED FOR DESIGNIFORMWORK (8.3% MAX.) ` TOP OF ROADWAY 9 5% OR FLATTER RECOMMENDED FOR * * a a d e DESIGNIFQRMWORK (10% MAX.) LANDING CURB RAMP � o IWiiSd,���y"� � � 4 �r��o� DEPRESSED CURB AND GUTTER - 1 SEE STANDARD PLAN F-10.12 SECTION (A ] �d, CEMENT CONCRETE CURB RAMP "TYPE CEMENT CONCRETE PERPENDICULAR "A" PAY LIMIT - SEE NOTE 6 - CEMENT CONCRETE CURB RAMP "TYPE PERPENDICULAR "B" PAY LIMIT - SEE NOTE .P`p 2a6so wow 5 %�, ct' GI STEM PEDESTRIAN CURB SEE NOTE 4 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 ISOMETRIC VIEW TYPE PERPENDICULAR A PAY LIMIT ISOMETRIC VIEW TYPE PERPENDICULAR B PAY LIMIT S ONAL Cignally signed by R- Scott Zeller l�Cr Qafe_2020.a9.2213:23;53-07'�0- PERPENDICULAR CURB RAMP STANDARD PLAN F-40.15-04 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION Date: 2020.09,25 14:44.37-ar'ao' amokSTATE DESIGN ENGINEER Woshinglon Stale Doponmenl of Transportation NOTES i MATCH SIOrWALK SUFFER 1, This plan is to be used where pedestrian crossing in one direction is not WIDTH - 4' 0" MIN. STRIP permitted, MATGH SIDEWALK SEE CONTRACT PLANS WIDTH - 4' 0" MIN. - 2. At marked crosswalks, the connection between the Landing and the SEE CONTRACT PLANS PEDESTRIAN CURB - roadway must be contained within the width of the crosswalk markings, SEE NOTE 10 CURB RAMP 318" (IN} EXPANSION PEDESTRIAN cLJRB - 3. Where "GRADE BREAK" Is called out, the entire length of the grade break JOINT - SEE STANDARD 5£E NOTE 70 MATCH SIDEWALK WIDTH - 4' 0" MIN. between the two adjacent surface planes shall be flush, PLAN F-30.10 LANC] IN G SEE CONTRACT PLANS LANDING °' 4, Do not place Gratings, Junction Boxes, Access Covers, or other appurten- s1DEWAL+c � 3/s" (IN) EXPANSION JOINT- SEE � a PEDESTRIAN CURB - ances on any part of the Curb Ramp or Landing or in the Depressed SEE NOTE; 6 - Gy, MIN. 3" R- STANDARD PLANF-30.10 SEE NOTE 10 Curb and Gutter where the Landing connects to the roadway. (TYP.) _ B 5' - 0" MIN - 5. See Contract Plans for the curb design specified, See Standard Plan � _ _ _ _ _ III J F-10.12 for Curb, Curb and Gutter, Depressed Curb. Gutter and �J 3 yrr 3- R. M.-%. I Pedestrian Curb details. HEM -, WA �i� * * --- -a - �� - -�o----Nraj 5'- a' MIN. a" R, o S. See Standard Plan F-30.10 for Cement Concrete Sidewalk Details. See SIDEWALK - ie' Contract Plans for width and placement of sidewalk. L) SEE NOTE s 7. The Bid Item "Cement Concrete Curb Ramp Type _" does not Include the BUFFER STRIP - SEE DETECTABLE WARNING SURFACE SUFFER o DETECTABLE WARNING SURFACE adjacent Curb, Curb and Gutter, Depressed Curb and Gutter, Pedestrian CONTRACT PLANS SEE STANDARD PLAN F45.10 STRIP SEE STANDARD PLAN F-45.10 Curb, or Sidewalks. CURD ANDGUTTER - CURB AND GUTTER - SEE NOTEOTE 5 SEE NOTE 5 Ramp 9 8. The Curb Rlength is not required to exceed 15 feet(unless shown PEDESTRIAN CROSSING PEDESTRIAN CROSSING otherwise in the Contract Plans). When applying the 15-foot max. length CLOSURE SIGN CURB RAMP CLOSURE SIGN FACE OF CURB RAMP (measured from back of sidewalk) the running slope of the curb ramp is FACE OF CURB allowed to exceed 8.3%. Use a single constant slope from bottom of CURB PLAN VIEW PLAN VIEW ramp to top of ramp to match Into the sidewalk over a horizontal W distance of 15 feet. ❑ TYPE SINGLE DIRECTION A TYPE SINGLE DIRECTION B a 9. Curb Ramps and Landings shall receive a broom finish, See Standard Speclflcatlans 8-14. w l` 10. Pedestrian Curb may be omitted if the ground surface at the back of the } m DETECTABLE WARNING SURFACE - Curb Ramp and/or Landing will be at the same elevation as the Curb 15' - 0- MAX SEE STANDARD PLAN F-45,10 15'-fl" MM (TYP.) 15' -o" MAX (TYP. Ramp or Landing and there will not be material to retain. ¢ (TYP.) SEE NOTE 8 SEE NOTE 8 SEE NOTE 8 GRADE BREAK GRADE BREAK GRADE BREAK GRADE GRADE BREAK LEGEND GRADE BREAK COUNTER SLOPE BREAK 5.0% MAX. SIDEWALaC-- SIDEWALK -- SLOPE IN EITHER DIRECTION SIDEWALK - SEE N07E 6 SEE NOTE 6 SEE NOTE 8 * * 70P OF * * * 7k 1.5 OR FLATTER RECOMMENDED FOR * ROADWAY �� * y * DESIGNlFORMWORK t2% MAX.) ^ * 7.5% OR FLATTER RECOMMENDED FOR a ❑EPRESSED CURB AND GUTTER - a SEE NOT OFiMWORK (8.3% MAX.) CURB RAMP LANDING CURB RAMP L LANDING CURB RAMP NOTE 7s� .. SEE STANDARD PLAN F-10.12 SECTION SECTION f A ] 0 CONTRACTION JOINT (TYP-) -- SEE STANDARD PLAN F-30.10 (ALONG INSIDE RADIUS AT BACK OF WA-KWAY) FOR CURD RAMP LENGTHS GREATER THAN 8'- 0" PROVIDE CONTRACTION JOINT EQUALLY SPACED 4'- 0" MIN. OC. "CEMENT CONCRETE CURB RAMP "CEMENT CONCRETE CURB RAMP W LIMIT _ TYPE SINGLc DIRECTION 8" PAY LIMIT " SEE NOTE 7 ISOMETRIC VIEW TYPE SINGLE DIRECTION A PAY LIMIT DETECTABLE WARNING 1" (IN)RADIUS •- SURFACE SEE CO#ZNER STANDARD PLAN F-45.14 •f f..f•f• PEDESTRIAN CURB •• DEPRESSED CURB AND GUTTER - SEE NOTE 5 90' ANGLE RADIUS MAY VARY V -U. DETAIL^ ISOMETRIC VIEW TYPE SINGLE DIRECTION B PAY LIMIT NO. za680) d� IaNAL -ze I ler, 5coll Jun 24 2016 7.21 AM SINGLE DIRECTION CURB RAMP STANDARD PLAN F-40.1G-03 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION &wor6•r. fun 27 M1u 2:29 PM ' STATE MSIGN ENGINEER ER St431a Doponmonl of Tmnsporhwion MAP REVISION vAjAAjAA� c'f'gp 4 CAP BLOCK (TYP) NA/�VA/�VA 1 114» CRUSHED ROCK v//vv//vv! . , 8- o BACKFILL V�/A�/A�/A o . • ; . . TVA//VA//VA//� .• ... DA YLIGHT 4 • SIDEWALK r, r. r, r, PERFORATED PVC // o : ; a a a a - DRAIN PIPE TO % % WEST TO SWALE.%�/r������/���/i ; p ���/��� w ��/�� /��/��� SLOPE VARIES ROCK BASE NOTE.- KEYSTONE LOCK & LOAD WALL OR APPROVED EQUIVALENT. 4" DRAIN PIPE SHALL GENERALL Y FOLLOW PROFILE AT TOE OF WALL AND SHOULD NOT HAVE NEGATIVE SLOPE LOC`(& LOAD WALL DETAIL NO SCALE R-430509 SURVEYED: SCALE: OTHERS HORIZONTAL: HAD 1983/1991 CITY 0 F DESIGNED: FLAVlO BAINOTn RENTON DRAWN: VR CHUCK FEMLING ONE INCH DATUM vamliv CHECKED: AT FULL ISM Planning/Building/Public Works Dept. MICHAEL MOODY IF NOT ONE IN BY DATE APPR APPROVED: SCALE ACCORDINGLY MICHAEL MOODY co C) N W PROJECT NO. 2008 1K o ' y4.M ,�c,•�� fy p� CIVIL ENGINEERING �:�� • -� LANDSCAPE ARCHITECTURE :40 PLANNING • 41843 '� DESIGN SURVEYING O �GISTER''' i `�SIQNAL ENVti 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 V 04/02/25 IN COMPLIANCE WITH CITY OF RENTON STANDARDS O DEVELOPMENT ENGINEERING ' = HHuynh 04/17/2025 :01 V� O JONES RENTON SHORT PLA T DAT- W 3102 PARK AVE N, RENTON, WA 98056 FIELDBOOK: W" PAGE. O DRAWING NO: ROAD & GRADING DETAILS C3.33 SHEET: 11 OF: 34