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Home My WebLink AboutR-412320SECTION 08, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. M N TM I W I- z O I- z LU W LL O 0 li O I - NOTES A CURB RAMP WIDTH 4' - 0" MIN. LANDING TO MATCH A CURB RAMP WIDTH - SEE CONTRACT PLANS CURB RAMP WIDTH 4' - D" 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. I LANDING ! WIDTH -SEE CONTRACT PLANS Y LANDING GRADE BREAK CURB RAMP ! 2. Where "GRADE BREAK" is Called out, the entire length of the grade break GRADE BREAK SEE CONTRACT PLANS - GRADE BREAK between the two adjacent surface planes shall be flush. SEE CONTRACT PLANS - 4'- a" MIN. CEMENT CONCRETE 3. Do not lace Gratings, ,function Boxes, Access Covers, or other a urten- 4' - 0" MIN SIDEWALK -SEE NOTE 5 P 9 PP 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' - o" MIN. PLANS.- 4'- 0" MIN. F-10.12 for Curb, Curb and Gutter, Depressed Curb and Gutter, and FLARE (TYP.) aW EXPANSION * BUFFER WIDTH - MATCH Pedestrian Curb details. JOINT (TYP-) - SEE r TO CURB RAMP DEPTH STANDARD PLAN F-30.10 I V' P 5. See Standard Plan F-30.10 for Cement Concrete Sidewalk Details. See 318" EXPANSION j CURB RAMP (T .} ! Contract Plans for width and placement of sidewalk - STANDARD PLAN F-30.10 GRADE v 6. The Bid Item "Cement Concrete Curb Ramp Type _" does not include the BREAK TRANSITION TO SIDEWALK BUFFER, IF GRADE BREAK PRESENT, OR TO SACK OF CURB (TYP.) - f• adjacent Curb, Curb and Gutter, Depressed Curb and Gutter, Pedestrian r * * ?. * * SEE CONTRACT PLANS N, u y� Curb, or Sidewalks. M. 7. The Curb Ram length is not required to exceed 15 feet unless shown CURB, OR CURB A g CEMENT CONCRETE otherwise in the Contract Plans When applying the 15-foot max. length, _ CURB, OR CURB � 9 AND GUTTER - _ _ �Y-- - PEDESTRIAN CURB - SES NOTE 4 - AND GUTTER - I SEE NOTE 4 the running slope of the Curb Ramp is allowed to exceed 8.3°In. Use a DETECTABLE WARNING SURFACE - SEE NOTE 4 B I single constant slope from bottom of ramp to top of ramp to match into SEE STANDARD PLAN F45.10 DETECTABLE WARNING SURFACE - the landing over a horizontal distance of 15 feet. Do not include the FACE OF CURB FACE OF CURB SEE STANDARD PLAN F45.10 abutting landing in the 15-foot max. measurement. 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. LL 9. Pedestrian Curb may be omitted if the ground surface at the back of the w a Curb Ramp andlor Landing will be at the same elevation as the Curb n O CONTRACTION JOINT (TYP.) SEE STANDARD PLAN F-30.10 Ramp or Landing and there will not be material to retain. FOR CURB RAMP LENGTHS GREATER THAN 8'- 0" PROVIDE w PLAN VIEW CONTRACTION JOINT EQUALLY SPACED A'- M MIN. CC PLAN VIEW } TYPE PERPENDICULAR A TYPE PERPENDICULAR B LEGEND 01 DETECTABLE WARNING SURFACE - (SHOWN WITH BUFFER) SEE STANDARD PLAN F45.10 SLOPE IN EITHER DIRECTION 4' - 0" MIN 15' - 0" MAX. (TYP.) GRADE BREAK 1.5 OR FLATTER RECOMMENDED FOR SEE CONTRACT PLANS SEE NOTE 7 DESIGN O R (2 SLOPE TREATMENT - COUNTER SLOPE - o 7.5% OR FLATTER RECOMMENDED FOR 5.0% MAX. OESIGNIFORMWORK (8.3% MAX ) SEE STANDARD PLAN F•30.70 * GRADE BREAK o TOP OF ROADWAY * 9.5% OR FLATTER RECOMMENDED FOR DES IG NIFO R MWOR K (1D°I6 MAX.) T LANDING CURB RAMP DEPRESSED CURB AND GUTTER - 1 SEE STANDARD PLAN F-10.12 SECTION (A j CEMENT CONCRETE CEMENT CONCRETE CURB RAMP "TYPE CEMENT CONCRETE CURB RAMP "TYPE PEDESTRIAN CURB - PERPENDICULAR "A" PAY LIMIT - SEE NOTE 6 PERPENDICULAR "B" PAY LIMIT SEE NOTE 4 DETECTABLE WARNING SURFACE - SEE STANDARD PLAN F46.10 3" R. TYP DEPRESSED CURB AND GUTTER - SEE NOTE 4 CEMENT CONCRETE CURB AND GUTTER - SEE NOTE 4 �� ISOMETRIC VIEW CURB RADIUS DETAIL (B) TYPE PERPENDICULAR A PAY LIMIT ISOMETRIC VIEW TYPE PERPENDICULAR B PAY LIMIT 44, �O �� 2s6sq �D4141 0ISTS4 N ss1 ONA L •� - Air' fill+.•'.'.I, .�\l PERPENDICULAR CURB RAMP STANDARD PLAN F-40.15-03 SHEET 1 4F 1 SHEET APPROVED FOR PUBLICATION All i STATE DHluN ENSINEFR Wvshinglon STals Deporlmonl of Trampv mion NOTES A A 1- The Detectable Warning Surface (DWS) shall extend the full width of the curb ramp, B �� c MIN. MAX, CURB WARNING landing, or other roadway entrance as applicable. Exception: If the Manufacturer of CURB RAMP, LANDING, CUT- SURFACE {DWS} - the DWS requires a concrete border around the DWS, a variance of up to 2 inches A 1.50" 2.4V' THROUGH OR WALKWAY SEE NOTE 3 on each side of the DWS is permitted. T B 0.65" - 2. The Detectable Warning Surface (DWS) shall be placed at the back of curb, with the A B l- D -� c 0.45" 0.9V' two leading corners of the DWS panel placed adjacent to the back of the curb, and with no more than a 2 inch gap between the DWS and the back of the curb measured b 0.9" 1.40" BACK OF CURB - 2'- 0" MIN. - at the center of the DWS panel. Exception: If the Manufacturer of the selected DWS TRUNCATED DOME SEE NOTE 2 TYP, OF ALL ❑.2 o-� APPLICATIONS requires a concrete border around the DWS, a variance of up to 2 inches from the SECTION � back of the curb Is permitted (measured at the leading comers of the DWS panel). TRUNCATED DOME SPACING SEE NOTSEE STANDARD SPECIFICATIONS 3. The rows of truncated domes shall be aligned to be perpendicular to the grade E 3 FOR COLOR OF SURFACE break at the back of curb. TRUNCATED DOME DETAILS MATCH TO WIDTH OF CURB RAMP 4- The rows of truncated domes shall be aligned to be parallel to the direction of travel - CURB AND GUTTER LANDING, CUT -THROUGH OR 5- If curb and gutter are not present, such as a shared -use path connection, the WO Y WALKWAY Detectable Warning Surface Shall be placed at the pavement edge. DETECTABLE WARNING SURFACE DETAIL inOFFSET 6. See Standard Plans for sidewalk and curb ramp details. CURB RAMP LANDING SEE NOTE 8 7. If a curb ramp is required, the location of the Detectable Warning Surface must be at LANDING the bottom of the ramp and within the required distance from the rail, WALKWAY WIDTH OF WALKWAY 8. When the grade break between the curb ramp and the landing is less than or equal to WALKWAY WALKWAY �J WIDTH OF CUT- 5 ft. from the back of curb at all paints, place the Detectable Warning Surface on the THROUGH (TYP.) bottom of the curb ramp directly above the grade break. DETECTABLE WARNING a SURFACE (DWS) - WIDTH OF CUT -THROUGH n SEE NOTE 4 CURB RAMP J (TYP.) z BACK OF CURB rY LULL FLARE FLARE 2' _ p^ 2' - 0" MIN. SINGLE DIRECTION CURB RAMP -�-�_ m (GRADE BREAK BETWEEN CURB AND MIN. LANDING s 5 FT. FROM BACK OF CURB) (SEE NOTE 6f DETECTABLE WARNING DETECTABLE WARNING Ir LANDING BACK OF CURB - SURFACE (DWS) - SURFACE (TYP) - ua DIRECTION OF SEE NOTE 2 SEE NOTE 3 SEE NOTE 3 ¢ TRAVEL WIDTH OF CURB RAMP CURB RAMP m BACK OF CURB - rpi SEE NOTE 2 WIDTH OF PERPENDICULAR CURB RAMP WALKWAY � WALKWAY (SEE NOTE 6) ISLAND CUT -THROUGH WIDTH OF CURB RAMP, DETECTABLE WARNING LANDING, OR WALKWAY SURFACE (TYP.) - URB - 2 I' - 0" MIN. DETECTABLE WARNING SEE NOTE 3 \; ;;; Y gV WAS&� , " SURFACE (DWS) - SEE NOTE 3 _ .1411 BACK OF GURB BACK OF CURB - SEE NOTE 2 SINGLE DIRECTION CURB RAMP DETECTABLE WARNING (GRADE BREAK BETWEEN CURB AND SURFACE (OWS) - LANDING a 5 FT FROM BACK OF CURB) SEE NOTES 4 & 7 (SEE NOTE 6) g CURB RAMP CURB RAMP WALKWAY m LANDING WALKWAY � DETECTABLE WARNING BACK OF CURB - SURFACE {DWS} - SEE NOTE 3 SEE NOTE 2 WIDTH OF LANDING PARALLEL CURB RAMP (SEE NOTE 5) RAIL m� PATH OR WALKWAY PEDESTRIAN RAILROAD CROSSING SEE NOTE 2 MEDIAN CUT -THROUGH g o z Q [v WIDTH OF SHARED - USE PATH OR p'AZP`aC) WALKWAY (TYP.) 14NAL t WIDTH OF CUT -THROUGH �.'Ilr . tiri,u SHARED -USE (TYP.) PATH OR ROUNDABOUT $PLITTER WALKWAY DETECTABLE WARNING SURFACE ISLAND PAVEMENT SHOULDER EDGE STANDARD PLAN F-45.10-02 SHEET 1 OF 1 SHEET DETECTABLE WARNING APPROVED FOR PUBLICATION SURFACE (DWS) SEE NOTES 4 & 5 i STATE bESIM ENNNFER PLACEMENT GUIDELINES SHARED -USE PATH CONNECTION MAPWoshfnglon STato Deponmanl of Transparfofion O 2 RECORD DRAWINGS O 2 RECORD DRAWINGS (�Q 1 RECORD DRAWINGS e NO. REVISION NOTES 4'-0"MIN - A 4'-o°MIN- - A SEE CONTRACT PLANS 318" {IN) EXPANSION JOINT [TYP,) -SEEEE SEE CONTRACT PLANS 1. At marked crosswalks, the Connection between the landing and the 318- EXPANSIONPEDESTRIAN CURE - JOINT (TYP-) - SEE PEDESTRIAN CURB - roadway must be Contained within the Width of the Crosswalk markings. SEE NOTE 9 30.70 STANDARD PLAN F-30.10 STANDARD PLAN F-LANDING SEE NOTE 9 2, Where "GRADE BREAK" is called out, the entire length of the grade LANDING break between the two adjacent surface planes shall be flush. B 3. Do not place Gratings, .function Boxes, Access Covers, or other appurte- SIDEWALK C nances on any part of the Curb Ramp or Landing, or in the Depressed CURB AND GUTTER SIDEWALK Curb and Gutter where the Landing connects to the roadway. I 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 CURB AND GUTTER W.fi. Pedestrian Curb details. CURB RAMP 4'-0"MIN CURB RAMP CURB RAMP DETECTABLE WARNING SURFACE - 5. See Standard Plan F-30.10 for Cement Concrete Sidewalk Details. .- SEE CONTRACT PLANS ` DETECTABLE WARNING SURFACE - 4'- D MIN. - SEE STANDARD PLAN F-45.10 See Contract Plans for width and placement of sidewalk. SEE STANDARD PLAN F45.10 SEE CONTRACT PLANS I J FACE OF CURB FACE OF CURB DEPRESSED CURB AND GUTTER 6• The Bid Item "cement Concrete Curb Ramp Type _" does not include DEPRESSED CURB AND GUTTER the adjacent Curb, Curb and Gutter, Depressed Curb and Gutter, o CROSSWALK 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, w PLAN VIEW DETECTABLE WARNING SURFACE _ PLAN VIEW the running slope of the curb ramp is allowed to exceed 8.3%. Use a single TYPE PARALLEL A SEE STANDARD PLAN F-45.10 TYPE PARALLEL B constant slope from bottom of ramp to top of ramp to match into the sidewalk m 4.-TMIN_ over a horizontal distance of 15 feet. Do not include abutting landing(s) in SEE CONTRACT PLANS GRADE BREAK thel5-foot max. measurement. When a ramp is constructed on a radius, the I 15-foot max. length is measured on the inside radius along the back of the ❑ O CONTRACTION JOINT (TYP.) -SEE STANDARD PLAN F30.1 SLOPE walkway. FOR CURB RAMP LENGTHS GREATER THAN 8'- 0"PROVIDE COUNTER TOP OF CONTRACTION JOINT EQUALLY SPACED X - 0" MIN. OC. %ti 5 ()'1' �Ao ROADWAY 8. Curb Ramps and Landings shall receive a broom finish. See Standard Specifications 8.14. - DEPRESSED CURB AND GUTTER - 9. Pedestrian Gut may be omitted if the ground surface at the back of the CEMENT CONCRITE PEDESTRILANDING Curb Ram andlor Landing will be at the same elevation as the Curb CURB - SEE NOTE-7-9 j SEE STANDARD PLAN F-10.12 P 9 SECTION l A j AND NOTE 6 Ramp or Landing and there will be no material to retain. 4' . fl^ MIN. 15' - 0" MAX. {IYP.} LEGEND SEE CONTRACT PLANS SEE NOTE 7 SLOPE IN EITHER DIRECTION 15,- 0" MAX. (TYP.) 4'-0" MIN. 15' SIDEWALK -0" MAX. {TYP) GRADE BREAK 1.5% OR FLATTER RECOMMENDED FOR SEE NOTE 7 SEE CONTRACT PLANS SEE NOTE 7 GRADE BREAK DESI GNIFORMWORK (2°% MAX.) _ a GRADE BREAK * 7.5% OR FLATTER RECOMMENDED FOR DESIGN/ SIDEWALK GRADE BREAK C, FORMWORK (8.3% MAX.) - SEE NOTE 7 7k it 1k 7tr * CURB RAMP L PEDESTRIAN CURB - LANDING 1 SEE STANDARD EXPANSION PLAN FI T (T P) �p�T CURB RAMP Q SEE NOTE 9 0Q WAS a CURB RAMP LANDING 318" EXPANSION JOINT (TYP.) - 9 SECTION SEE STANDARD PLAN F-30-10 L SECTION ( B j (ALONG INSIDE RADIUS AT BACK OF WALKWAY) LJ � 0 25650 4 (ALONG INSIDE RADIUS AT BACK OF WALKWAY) "CEMENT CONCRETE CURB RAMP TYPE t�S�f 5 TB��~, PARALLEL B" PAY LIMIT - SEE NOTE S IONAL "CEMENT CONCRETE CURB RAMP TYPE ~ Geller. Scott PARALLEL A" PAY LIMIT -SEE NOTES I [In =4 lfl 1 F, 7:14 AM PARALLEL CURB RAMP STANDARD PLAN F-40.12-03 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION 1. anMnnr. ;r li x siarE oesiGN ENGINEER ISOMETRIC VIEW ISOMETRIC VIEW ��J�^ Wvshinglvn Stoic Dvporlmonl 0l Trvnspar!¢linn TYPE PARALLEL A PAY LIMIT TYPE PARALLEL 8 PAY LIMIT 7�Y ROLLED CURB PER WSDOT STANDARD PLAN R1' F-10.12.01, BELOW. R34 R34' R1' R1' 1.35'� R1' 5.2'--1 R1' ROLLED CURE PER /90 �1' WSDOT STANDARD PAN Q Q Q Q F-10.12.01, BELOW. to , R1'- -9.2R1' PLAN VIEW (SCALE: 1" = 5) TRUCK 10" 1' - 0" `I, ROUNDABOUT LANE APRON 711 311 - MATCH TRUCK I FACE OF CURB APRON SLOPE � MATCH ROUNDABOUT 1/2" R. 1/2" R. LANE CROSS SLOPE TRUCK APRON 1/2" R r � � ROUNDABOUT LANE v o- 1> v o- r lY PORKCHOP WITH ROLLED CURB PER WSDOT STANDARD PLAN F-10.12-01 SURVEYED: ZMALL DESIGNED: J.GREEN NAVIX 09.29.22 JET NAVIX 06.10.22 JET DRAWN: J.GREEN NAVIX 05.17.22 JET CHECKED: J.TAFLIN BY DATE APPR APPROVED: J.TAFLIN SCALE: ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY N TS VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M CITY OF 1`R] RENTON Planning/Building/Public Works Dept. Q Q Q C) TOM W IL 4"IX �ITP I CIVIL 11235 s.e. 6th street I suite 150 bellevue, wa 98004 t: 425.453.9501 1 f: 425-453-8208 www.navixeng.com ��'16ABET WASg1�� j itally sign y nelle T flin Date: 2022.09.3 A 41872s:3t:aa-�7�D0' X ENGINEERS CONSTRUCTION RECORD CERTIFICATION THIS PLAN HAS BEEN REVIEWED FOR CONFORMANCE WITH THE DESIGN INTENT. THIS PLAN, AS MODIFIED HEREIN, REPRESENTS THE RECORD CONDITIONS OF THE NEW CONSTRUCTION SHOWN, BASED UPON OUR VISUAL OBSERVATION, CONTRACTOR INSTALLATION NOTES AND FIELD MEASUREMENTS BY THE CONTRACTOR. THIS DOCUMENT DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE ENGINEER HEREBY CERTIFIES THAT, BASED UPON THE METHODOLOGY DESCRIBED ABOVE, CONSTRUCTION SHOWN IS CONSISTENT WITH THE DESIGN INTENT EXCEPT AS NOTED, AND ACCURATELY REPRESENTS THE EXISTING CONDITIONS, PER CONTRACTOR PROVIDED RECORD INFORMATION. NAVIX CERTIFICATION R-412320 BY IN COMPLIANCE WITH CITY OF RENTON STANDARDS z O H z LU W ARCO/M U RRAY DATE:09.26.2022 LlL TOPGOLF RENTON FIELDBOOK: J 780 LOGAN AVENUE NORTH PAGE: DRAWING N0: RENTON, WA 98057 C-1.5 13. 0 SITE IMPROVEMENT DETAILS SHEET: 20 OF: 82