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HomeMy WebLinkAboutR-39712410' UTILITY EASEMENT i SINGLE DIRECTION CURB RAMP TYPE B RAW PER WSDOT STD PLAN F-40.16-03 (SEE DETAIL ON THIS SHEET) 2.37. �° CO (D CURB FLTABLE --r © /c BCR 1/4 Q 1 /2 Q 3/4 Q ECR O 0 Z J Q Ld STATION OFFSET ELEV. 2+49.82 23.00' LT 238.51 ---- ---- 238.28 ---- ---- 237.82 ---- ---- 237.51 9+60.34 14.43' RT CB 237.50 9+52.02 13.00' RT 237.69 Q=89°58'11" R=25.00' L=39.26' SPOT ELEVATION CHART POINT ELEVATION A 238.11 B 238.19 C 238.14 D 238.09 E 238.09 F 238.09 G 238.13 H 238.00(@FL) 1 238.11 J 238.09 K 238.09 L 238.00(@FL) - O1 o CID. 07o 0.4% FO D I 6 NJ G 0- 00 lD 0.3% O 0.0% KO 1_F�% ° 10'--�-5' "r -8 1' R IBC NI n 10' UTILITY EASEMENT O 0.0% N o , R�W 2 CURB FLTABLE 2 ° P 'S O _ BCR • S A9 1/4 Q Q S 1/2 Q °° 0®JI 3/4 Q .3% � +(0 ECR 60 �s 0.0%O 2.6% O T 8.1 V. S, ® ECR I J -- BCR - - -° PB - I - -� - - p-_----- \I 1 T T I ------------------ T T W------ ---- T --------- ------------------- T T - w----------- I I w I S 132ND ST I o I I o I I CURB RAMP DETAIL 1 MATCH SIDEWALK WIDTH - 4' 0" MIN. - SEE CONTRACT PLANS PEDESTRIAN CURB - _ SEE NOTE 10 3/8" (IN) EXPANSION PEDESTRIAN CURB - MATCH SIDEWALK WIDTH 4' 0" MIN. JOINT - SEE STANDARD SEE NOTE 10 SEE CONTRACT PLANS PLAN F-30.10 SIDEWALK - LANDING 3/8" (IN) EXPANSION JOINT - SEE SEE NOTE 6 5' - 0" MIN. 3„ R STANDARD PLAN F-30.10 A -- z a A d SIDEWALK 0SEE NOTE 6 BUFFER STRIP - SEE DETECTABLE WARNING SURFACE BUFFER CONTRACT PLANS C SEE STANDARD PLAN F-45.10 STRIP „ CURB AND GUTTER - SEE NOTE 5 PEDESTRIAN CROSSING PEDESTRIAN CROSSING J CLOSURE SIGN CURB RAMP CLOSURE SIGN FACE OF CURB PLAN VIEW LU TYPE SINGLE DIRECTION A DETECTABLE WARNING SURFACE - SCALE: 1 "=10' STATION OFFSET ELEV. 9+51.98 13.00' LT. 237.69 ---- ---- 237.33 ---- ---- 237.11 ---- ---- 236.96 3+25.82 23.00' LT 236.73 Q=90*01'49" R=25.00' L=39.28' SPOT ELEVATION CHART POINT ELEVATION M 238.00 N 238.01 0 237.79 P 237.97 Q 237.59(@FL) R 237.58 S 237.76 T 237.45(@FL) U 237.43 V 237.30 NOTES MATCH SIDEWALK BUFFER 1. This plan is to be used where pedestrian crossing in one direction is not WIDTH - NO" MIN. STRIP permitted. SEE CONTRACT PLANS 2. J At marked crosswalks, the connection between the Landing and the roadway must be contained within the width of the crosswalk markings. CURB RAMP 3. Where "GRADE BREAK" is called out, the entire length of the grade break between the two adjacent surface planes shall be flush. LANDING 4. Do not place Gratings, Junction Boxes, Access Covers, or other appurten- PEDESTMAN CURB - \ ances on any part of the Curb Ramp or Landing or in the Depressed SEE NOTE 10 Curb and Gutter where the Landing connects to the roadway. 5' - 0" MIN. 5. See Contract Plans for the curb design specified. See Standard Plan F-10.12 for Curb, Curb and Gutter, Depressed Curb, Gutter and Pedestrian Curb details. IN. ®� 6. See Standard Plan F-30.10 for Cement Concrete Sidewalk Details. See 0 Contract Plans for width and placement of sidewalk. "' I _ 7. The Bid Item "Cement Concrete Curb Ramp Type does not include the C DETECTABLE WARNING SURFACE �" adjacent Curb, Curb and Gutter, Depressed Curb and Gutter, Pedestuvan SEE STANDARD PLAN F-45.10 Curb, or Sidewalks. SEEN AND GUTTER _ 8. SEE NOTE 5 The Curb Ram length is not required to exceed 15 feet unless shown p g q ( otherwise in the Contract Plans). When applying the 15-foot max. length FACE OF CURB RAMP (measured from back of sidewalk) the running slope of the curb ramp is CURB allowed to exceed 8.3%. Use a single constant slope from bottom of PLAN VIEW ramp to top of ramp to match into the sidewalk over a horizontal distance of 15 feet. TYPE SINGLE DIRECTION B 9. Curb Ramps and Landings shall receive a broom finish. See Standard Specifications 8-14. 10. 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 15' - 0" MAX SEE STANDARD PLAN F-45.10 15' - 0" MAX (TYP.) 15' - 0" MAX (TYP.) Ramp or Landing and there will not be material to retain. (TYP.) GRADE BREAK SEE NOTE 8 SEE NOTE 8 SEE NOTE 8 GRADE BREAK GRADE BREAK GRADE GRADE BREAK LEGEND GRADE BREAK COUNTER SLOPE BREAK 5.0% MAX. SIDEWALK - SIDEWALK - SLOPE IN EITHER DIRECTION SIDEWALK - SEE NOTE 6 SEE NOTE 6 1.5 OR FLATTER RECOMMENDED FOR SEE NOTE 6 * TOP OF s ROADWAY DESIGN/FORMWORK (2% MAX.) � � I * * 7.5% OR FLATTER RECOMMENDED FOR a DESIGN/FORMWORK (8.3% MAX.) � CURB RAMP a LANDING DEPRESSED CURB AND GUTTER a CURB RAMP LANDING CURB RAMP SEE NOTE 7 _0!,a1 � _ SEE STANDARD PLAN F-10.12 1 1 SECTION O SECTION AO 1 > CONTRACTION JOINT (TYP.) - SEE STANDARD PLAN F-30.10 (ALONG INSIDE RADIUS AT BACK OF WALKWAY) FOR CURB RAMP LENGTHS GREATER THAN 8'- 0" PROVIDE CONTRACTION JOINT EQUALLY SPACED 4' - 0" MIN. OC. TCEMENT CONCRETE CURB RAMP "CEMENT CONCRETE CURB RAMP " 1Y LIMIT - TYPE SINGLE DIRECTION B" PAY LIMIT a SEE NOTE 7 1" (IN) RADIUS DETECTABLE WARNING CORNER SURFACE -SEE STANDARD PLAN F-45.10 PEDESTRIAN CURB DEPRESSED CURB AND GUTTER - SEE NOTE 5 90° ANGLE RADIUS MAY VARY ISOMETRIC VIEW TYPE SINGLE DIRECTION A PAY LIMIT Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) DETAIL OC DOES NOT NCEUDE ASBU ET NEORMAT ON pF WASIt, 286so ICI STV, �s(ONAL Zeller, Scott Jun 24 2016 7:21 AM SINGLE DIRECTION CURB RAMP STANDARD PLAN P-40.16-03 SHEET 1 OF 1 SHEET ISOMETRIC VIEW TYPE SINGLE DIRECTION B PAY LIMIT 0 FIRST SUBMITTAL 1 SECOND SUBMITTAL 2 THIRD SUBMITTAL NO. I REVISION 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 -�-t------------- 279.16 O . / 278.61 (@FL) I� L278.66 279.42(@FL)J HIGH POINT -------------- ,277.90� s /9 277.64 0 O 277.54(@FL) 77;92- CY 6' o / 277.53(@FL) 277.57 I SCALE: 1 "=109 ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 276.00(@FL) 274.00 1 i i I / Ii i I O CURB FLYABLE BCR 1 /8 Q 1/4 Q 3/8 Q 1 /2 Q 5/8 Q 3/4 Q 7/8 Q ECR STATION OFFSET ELEV. 6+63.78 25.47' RT 273.93 - - - - - - - - 275.94 - - - - - - - - 277.38 - - - - - - - - 278.24 - - - - - - - - 278.51 (HP) ---- ---- 278.21 ---- ---- 277.32 ---- ---- 275.86 6+63.14 26.37' LT. 273.82 Q= 289'39' 2" R= 45.00 L= 227.50' VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M 271 .69(@FL)_/ O CURB FLT ABLE BCR 1/4 Q 1 /2 Q 3/4 Q ECR Q \ � 279.05(@FL)-/ \\ \ o \ STATION OFFSET ELEV. 6+84.31 14.00' RT. 271.65 - - - - - - - - 272.26 ---- ---- 272.83 - - - - ---- 273.38 6+63.78 1 25.47' RT. 273.93 A=52'01'20" R=28.00' L=25.42' CUL-DE-SAC DETAIL SCALE: 1 "=10' • ORCITY OF RENTON Planning/Building/Public Works Dept. FL O CURB FLYABLE BCR 1/4 Q 1 /2 Q 3/4 Q ECR \ STATION OFFSET ELEV. 6+88.42 14.00' LT. 271.28 ---- - - - - 271.94 ---- ---- 272.59 ---- ---- 273.20 6+63.14 26.37' LT 273.82 Q=57°38'02" R=28.00' L=28.17' I� IN COMPLIANCE WITH CITY OF RENTON STANDARDS EARLINGTON TOWNHOMES INTERSECTION DETAIL UTILITY PERMIT # 01/23/18 FIELDs00K: PAGE: DRAWING NO: RD-05 SHEET: OF: 24 55 H H R-397124