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HomeMy WebLinkAboutR-397125O I r Ld I- Z J NOTES 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. I LANDING � WIDTH ^• SEE CONTRACT PLANS Y I GRADE BREAK 2. Where "GRADE BREAK" is called out the entire length of the grade break LANDING GRADE BREAK CURB RAMP SEE CONTRACT PLANS - GRADE BREAK between the two adjacent surface planes shall be flush. SEE CONTRACT PLANS - CEMENT CONCRETE 4'- 0" MIN. SIDEWALK - SEE NOTE 5 3. Do not place Gratings, Junction Boxes, Access Covers, or other appurten- a' - a' MIN. 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' jMIN. * PLANS\- 4'- 0" MIN. F-10.12 for Curb, Curb and Gutter, Depressed Curb and Gutter, and FLARE (TYP.) 3/8" EXPANSION - - BUFFER WIDTH - MATCH Pedestrian Curb details. j JOINT (TYP.) - SEE u, CURB RAMP STANDARD PLAN F�0.10 TO CURB RAMP DEPTH (TYP.) 5. See Standard Plan F-30.10 for Cement Concrete Sidewalk Details. See 3/8" EXPANSION JOINT (TYP.) •- SEE I "' V, Contract Plans for width and placement of sidewalk. STANDARD PLAN F-30.10 _J GRADE BREAK TRANSITION TO SIDEWALK BUFFER, IF V 6. The Bid Item "Cement Concrete Curb Ramp Type -" does not include the GRADE BREAK PRESENT OR TO BACK OF CURB (TYP.) - "' adjacent Curb, Curb and Gutter, Depressed Curb and Gutter, Pedestrian iii3riiiiii SEE CONTRACT PLANS ,,, ?i ,I, Curb, or Sidewalks. ................. ................. V,.:' ................. .................. 7. The Curb Ramp length is not required to exceed 15 feet (unless shown CURB, OR CURB CURB, OR CURB CEMENT CONCRETE otherwise in the Contract Plans When applying the 15-foot max. length, )• 9 AND GUTTER - SEE NOTE 4 AND GUTTER - SEE NOTE N CURB the running slope of the Curb Ramp Is alDowed to exceed 8.3%. Use a I DETECTABLE WARNING SURFACE - SEE NOTE 4 B single constant slope from bottom of ramp to top of ramp to match into 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 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. 9. Pedestrian Curb may be omitted if the ground surface at the back of the o Curb Ramp and/or Landing will be at the same elevation as the Curb 1O 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 .0 PLAN VIEW CONTRACTION JOINT EQUALLY SPACED 4'- 0" MIN. OC. 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 DESIGN/FORMWORK (2/• MAX.) SLOPE TREATMENT -• SEE STANDARD PLAN F-30.10 SEE CONTRACT PLANS SEE NOTE 7 * GRADE BREAK COUNTER SLOPE - ° 5.0 /o MAX. 7.5% OR FLATTER RECOMMENDED FOR it 1k ° DESIGN/FORMWORK (8.3 k MAX.) * TOP OF ROADWAY 9 5% OR FLATTER RECOMMENDED FOR D D DESIGWFORMWORK (10% MAX.) �G®a wAsy PLC LANDING CURB RAMP } 1 C DEPRESSED CURB AND GUTTER - SEE STANDARD PLAN F-10.12 SECTION OA CEMENT CONCRETE CEMENT CONCRETE CURB RAMP "TYPE CEMENT CONCRETE CURB RAMP "TYPE ®� p� 28680440 PEDESTRIAN CURB - PERPENDICULAR "A" PAY LIMIT - SEE NOTE 6 PERPENDICULAR "B" PAY LIMIT •- SEE NOTE 6 41 ISTE ti SEE NOTE 4 ss1ONAL FAG DETECTABLE WARNING SURFACE -. Zeller, Scott SEE STANDARD PLAN F-45.10 Jun 24 2016 7:20 AM 3" R. TYP. DEPRESSED CURB AND GUTTER - SEE NOTE 4 CEMENT CONCRETE CURB AND GUTTER - SEE NOTE 4 CURB RADIUS DETAIL O ISOMETRIC VIEW TYPE PERPENDICULAR A PAY LIMIT ISOMETRIC VIEW TYPE PERPENDICULAR B PAY LIMIT PERPENDICULAR CURB RAMP STANDARD PLAN F-40.15-03 SHEET 1 OF 1 SHEET NOTES 4'-0'MIN.- A 4'-0"MIN. - A SEE CONTRACT PLANS SEE CONTRACT PLANS 1. At marked crosswalks, the connection between the landing and the 318' EXPANSION PEDESTRIAN CURB - 3/8" (IN) EXPANSION roadwaymust be contained within the width of the crosswalk markings. JOINT (TYP.) - SEE SEE NOTE 9 JOINT (TYP.) - SEE PEDESTRIAN CURB - STANDARD PLAN F-30.10 STANDARD PLAN F-30.10 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 SIDEWALK 3. Do not place Gratings, Junction Boxes, Access Covers, or other appurte- CURB AND GUTTER * * * 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. i 3" R. 4. See Contract Plans for the curb Pe design specified. See Standard Plan F-10.12 for Curb Curb and Gutter Depressed Curb and Gutter, and CURB AND GUTTER ""`""""' """ Pedestrian Curb details. CURB RAMP CURB RAMP CURB RAMP DETECTABLE WARNING SURFACE - 5. See Standard Plan F-30.10 for Cement Concrete Sidewalk Details. 4' - 0" MIN. - ` 4- 0MIN. SEE STANDARD PLAN F-45.10 See Contract Plans or wan SEE CONTRACT PLANS DETECTABLE WARNING SURFACE - ' " fwidth and of sidewalk. P SEE STANDARD PLAN F-5.10 SEE CONTRACT PLANS 6. The Bid Item "Cement Concrete Curb Ramp Type _" does not include FACE OF CURB FACE OF CURB DEPRESSED CURB AND GUTTER � DEPRESSED CURB AND GUTTER the adjacent Curb, Curb and Gutter, Depressed Curb and Gutter, W CROSSWALK CROSSWALK Pedestrian Curb, or Sidewalks. 7. The Curb Ramp length is not required to exceed 15 feet (unless otherwise z 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 - a' MIN. over a horizontal distance of 15 feet. Do not include abutting landing(s) in SEE CONTRACT PLANS GRADE BREAK the15-foot max. measurement. When a ramp is constructed on a radius, the 0 15-foot max. length is measured on the inside radius along the back of the 10 CONTRACTION JOINT (TYP.) - SEE STANDARD PLAN F-30.1 walkway. FOR CURB RAMP LENGTHS GREATER THAN 8' - 0"PROVIDE }}a COUNTER SLOPE TOP OF CONTRACTION JOINT EQUALLY SPACED 4'- 0" MIN. OC. e * _ 5.0MAX' ROADWAY 8. Curb Ramps and Landings shall receive a broom finish. See Standard Specifications 8-14. CEMENT CONCRETE PEDESTRIAN LANDING 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 Cuff CURB - SEE NOTE 9 > AND NOTE 8 Ramp or Landing and there will be no material to retain. SECTION O 4'-0 MIN. 15'-0" MAX.(iYP.) LEGEND SEE CONTRACT PLANS SEE NOTE 7 - SLOPE IN EITHER DIRECTION 15'- 0" MAX. (TYP.) 4 - (Y' MIN. 15' - 0" MAX. (TYP.) GRADE BREAK SIDEWALK * 1.5% OR FLATTER RECOMMENDED FOR SEE NOTE 7 SEE CONTRACT PLANS SEE NOTE 7 GRADE BREAK DESIGN/FORMWORK (2% MAX.) CL GRADE BREAK - * _ `- * * 7.5% OR FLATTER RECOMMENDED FOR DESIGN/ SIDEWALK GRADE BREAK FORMWORK (8.3% MAX.) -SEE NOTE 7 I CURB RAMP 3/8" (IN) EXPANSION JOINT (TYP.) - PEDESTRIAN CURB - IAN NOTE 9 LANDING 1 SEE STANDARD PLAN F-30.10 �J�®i)V WAS��LC CURB RAMP X/Nc Ce' CURB RAMP LANDING 3/8" EXPANSION JOINT (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 7� TYPE PARALLEL A PAY LIMIT Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) SECTION ( (ALONG INSIDE RADIUS AT BACK OF WALKWAY) "CEMENT CONCRETE CURB RAMP TYPE PARALLEL B" PAY LIMIT - SEE NOTE 6 T ISOMETRIC VIEW TYPE PARALLEL B PAY LIMIT DOES NOT NCEUDE ASBU ET \FORMAT ON - Qr �® 4p 28680O 'el �°drSTE- tip' ss10NAL ECG `4t Zeller, Scott ` Jun 24 2016 7:19 AM PARALLEL CURB RAMP STANDARD PLAN F-40.12-03 SHEET 1 OF 1 SHEET 0 FIRST SUBMITTAL 1 SECOND SUBMITTAL 2 THIRD SUBMITTAL NO. I REVISION , 'X n BEGIN SIDEWALK TRANSITION / \ \ STA. 12+86.28, 35.93 RT. •EL.=255.25' \ 1 (TYP.) 254.86 \ 1254.85 1b7 \ s. END SIDEWALK TRANSITION \ \ STA. 13+08.90, 29.30 RT. \ i \ R=\ ^ EL.=254.00' \\\ \ \ / 254.34 MM /,� \ \ RAW ��^ R=23' ♦ Q \\ \\ \ \ \O 254.00- U N \ PARALLEL CURB RAMP ° \ R�� TYPE A PER WSDOT \\ \ 15 °00 0000 \ 1. STD PLAN F-40.12-03 \\ --�- o EXISTING POWER POLE \ ,\o�° 00o pO\ (SEE DETAIL ON THIS \\\\\ TO BE REMOVED (TYP.) o'I s \ SHEET) \ \ BEGIN SIDWALK TRANSITION- ECR �per` ©A STA. 6+44.07, 23.50 LT. VA V\ \ VA\ \ \ , \ 6 o'I°° T p ** \ \\\ \ \\\ \ \ \ o. O 0 \ \ EL.=244.51 245.52 9 H \ \\\\ \ \ 8' - \ 5.4% + (TYP.) \ I I \ 247.1 5 CEMENT CONCRETE \ \\ \ \ 246.69 Q J K / -PEDESTRIAN CURB \ 6 9.8% 4.1 % 18.0% (TYP.) _J ��q 246.00 1 1.7% O 12.4% °0°0°0°00° G / / VARIES f 6.5% / °°°° TO f8.5% c - \ ,--- A B fqD%- BEGIN CURB 8c G yTIER TRANSITION \ \ R=19.5 - - - - - - - - 11.8 °- FUTURE IMPROVEMENTS STA. 6+39.42, 15 00 LT. \ BCR ** BY CITY OF RENTON EL.=242.00' \ \ 6+00 S 132N D ST \ \ \ SAWCUT LINE --,------� _ \ (TYP.) i O END CURB, GUTTER & SIDEWALK TRANSITION ** \ \ STA. 6+70.13, 13.57 LT. \ \ \ \ \ \ \\ \ EL.=246.00' MATCH EX. SIDEWALK Imo' ??? ��°° ° �� ??? \ \ \ \\ \\\ \\ \\ 8' ??? � MATCH EX. SIDEWALK \ SPOT ELEVATION CHART POINT ELEVATION A 246.96(@FL) B 247.58(©FL) C 248.68(@FL) D 251.93(@FL) E 246.98 F 247.60 G 248.67 H 252.00 1 247.83 J 247.99 K 248.81 L 251.58 ESM 08/30/17 SURVEYED: ESM 11/15/17 DESIGNED: ESM 01/03/18 PDG DRAWN: DCL CHECKED: BY I DATE I APPR I APPROVED SPOT ELEVATION CHART POINT ELEVATION M 253.96(®FL) N 252.77(®FL) 0 252.27(®FL) P 251.98(®FL) Q 254.00 R 252.75 S 252.23 T 252.00 U 253.50 V 252.17 W 252.00 X 252.00 SCALE: 1 "=10, ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY O CURB FLYABLE BCR 1/4 A 1 /2 A 3/4 A ECR I1LIVILI14 I li l/I V\.il\L I L PEDESTRIAN CURB \ (TYP.) STATION OFFSET ELEV. 6+86.13 13.77' LT. 247.96* - - - - - - - - 248.66* ---- ---- 249.59* ---- ---- 250.52* 13+46.57 29.82' RT. 251.44* A=132'20'58" R=13.00' L=30.03' * GUTTER ELEVATION PROVIDED BY CITY OF RENTON CONSULTANT. CURB RAMP DETAIL 2 VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M SCALE: 1 "=10' "FACE OF CURB COORDINATE POSITION PROVIDED BY CITY OF RENTON CONSULTANT • CITY OF RENTON VAEVPOR Plan ning/Building/Public Works Dept. IN COMPLIANCE WITH CITY OF RENTON STANDARDS EARLINGTON TOWNHOMES INTERSECTION DETAIL UTILITY PERMIT # 01/23/18 FIELDBOOK: PAGE: DRAWING NO: RD-06 SHEET: OF: 25 55 U u� H Q J f a_ R-397125