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Home My WebLink AboutR-431513LO TMM (') I O I r) W 1 Q J n rr O r2 v O W 2 n rO v A > CURB RAMP WIDTH 4' - 0" MIN. LANDING TO MATCH A NOTES 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 TO MATCH CURB RAMP way must be contained within the width of the crosswalk markings. I LANDING I WIDTH - SEE CONTRACT PLANS Y 1 GRADE BREAK 1 2. Where "GRADE BREAK°' is called out the entire length of the grade break LANDING GRADE BREAK SEE CONTRACT PLANS a 4' - 0" MIN. CURB RAMP SEE CONTRACT PLANS ^° CEMENT CONCRETE N - W MIN. SIDEWALK - SEE NOTE 5 GRADE BREAK between the two adjacent surface planes shall be flush. 1 3. Do not place Gratings, Junction Boxes, Access Covers, or other appurten- ances on any part of the Curb Ramp or Landing, or in front of the Curb 1 PROVIDE SMOOTH TRANSITION Ramp where it connects to the roadway. CEMENT CONCRETE TO SIDEWALK WIDTH 2' - 0'° SIDEWALK - SEE NOTES (TYP.) SEE CONTRACT PLANS MIN SEE CONTRACT 4. See Contract Plans for the curb design specified. See Standard Plan � 4° - D )MIN. PLANS`p 4' - 0" MIN. F-10.12 for Curb, Curb and Gutter, Depressed Curb and Gutter, and FLARE (TYP.) 3/8" EXPANSION BUFFER WIDTH n MATCH Pedestrian Curb details. 3/8°' EXPANSION i JOINT (TYP.) - SEE CURB RAMP STANDARD PLAN F-3D.1D TO CURB RAMP DEPTH (TYP.) 5. See Standard Plan F-30"10 for Cement Concrete Sidewalk Details. Bee JOINT (TYP.) - SEE I U I Contract Plans for width and placement of sidewalk. I w STANDARD PLAN F-30.10 J GRADE BREAK TRANSITION TO SIDEWALK BUFFER, IF 6. The Bid Item "Cement Concrete Curb Ram T does not include the '� p Yf� -" GRADE BREAK PRESENT OR TO BACK OF CURB (iYP.) m " adjacent Curb, Curb and Gutter, Depressed Curb and Gutter, Pedestrian ........ SEE CONTRACT PLANS ;,U�; Curb, or Sidewalks. .. � * ............. i� .... . ...... 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, J 9 AND GUTTER 4 SEE NOTE 4 AND GUTTER F PEDESTRIAN CURB - SEE (NOTE 4 the running slope of the Curb Ramp is allowed to exceed 8.3%. Use a I DETECTABLE WARNING SURFACE - SEE NOTE 4 I single constant slope from bottom of ramp to top of ramp to match into FACE OF CURB SEE STANDARD PLAN F�6.10 DETECTABLE WARNING SURFACE a the landing over a horizontal distance of 15 feet. Do not include the FACE OF CURB SEE STANDARD PLAN F-45,10 abutting landing in the 15-foot max. measurement. MEASURED PARALLEL DEPRESSED CURB AND GUTTER ^ DEPRESSED CURB AND GUTTER 6. Curb Ramps and Landings shall receive a broom finish. See Standard TO CURB (TYP.) CROSSWALK SEE NOTE 4 CROSSWALK Specifications 8-14. L9. Pedestrian Curb may be omitted if the ground surface at the back of the LU Curb Ramp and/or Landing will be at the same elevation as the Curb 2 CONTRACTION JOINT (TYP.) - SEE STANDARD PLAN F-3D.1D Ramp or Landing and (here will not be material to retain. z FOR CURB RAMP LENGTHS GREATER THAN 8'- 0"PROVIDE IU LAN VIEW CONTRACTION JOINT EQUALLY SPACED 4'- 0" MIN. OC. PLAN VIEW TYPE PERPENDICULAR A TYPE PERPENDICULAR R LEGIEND DETECTABLE WARNING SURFACE - (SHOWN WITH BUFFER) SEE STANDARD PLAN F-45.10 SLOPE IN EITHER DIRECTION 4'- O" MIN. 16 - Or'MAX. (TYP.) GRADE BREAK A 1.5 ORRECOMMEND D FOR DESIGNIFO MEWORK (2% MAX.)E SLOPE TREATMENT - SEE CONTRACT PLANS SEE NOTE 7 COUNTER SLOPE ro 5.0% MAX. OR FLATTER RECOMMENDED FOR SEE STANDARD PLAN F-30.10 * G GRADE BREAK DESI DESIGN/FORMWORK (8.3% MAX.) TOP OF ROADWAY 9 5% OR FLATTER RECOMMENDED FOR DESIGNIFORMWORK (10% MAX.) T ' qa LANDING CURB RAMP - DEPRESSED CURB AND GUTTER - � 1 SEE STANDARD PLAN F-10.13 SECTION (A ] CEMENT CONCRETE CEMENT CONCRETE CURB RAMP'TYPE CEMENT CONCRETE CURB RAMP "TYPE SEE NOTE 4N CURB PERPENDICULAR "A" PAY LIMIT SEE NOTE 6 PERPENDICULAR "B" PAY LIMIT SEE NOTE fiPEDESTRIA�NAL DETECTABLE WARNING SURFACE - + f' lclkr-ti ua SEE STANDARD PLAN F45.10 r JW 24 201a 7:21P AM 3" R. TYP. DEPRESSED CURB AND GUTTER - SEE NOTE 4 CEMENT CONCRETE CURB AND GUTTER - SEE NOTE 4 CURB RADIUS DETAIL (Il ) SEE NOTE 4, LIMIT OF PIPE ZONE PIPE-- BFnniun er,in BACKFILL, SE FOUND LEVEL FOUNDATION MATERIAL, IF REQUIRED, SEE NOTE 6 ISOMETRIC VIEW TYPE PERPENDICULAR A PAY LIMIT ®GRAVEL BACKFILL FOR PIPE ZONE BEDDFNG (YYSDOT 9-03.12(3j) OR MAINTENANCE ROCK (WSDQT 9-W.W4)j FLEXIBLE PIPE NOTES: 1. PROVIDE UNIFORM SUPPORT UNDER BARRELS. 2. FIAN➢ TAMP UNDER HAUNCHES. g. DIRECTLY OVER PIPE, HAND TAMP ONLY. 4. SEE STANDARD WSDOTfAPWA SPECIFICATIONS SECTION 2-09A FOR TRENCH WIDTH. 5. PIPE ZONE REDOING AND BACKFILL MATERIAL SHALL BE PLACED IN 6- LOOSE LAYE RS AND COMPACTED TO 95% MAXIMUM DENSITY. S. EXCAVATE UNSTABLE MATERIAL DOWN TO FIRM SOIL AND REPLACE WITH FOUNDATION MATERIAL CLASS A OR. B PER STANDARD W51307IAPWA SPECIRCATI DNS SECTION 9-03-17. PIPETYPE MINIMUM COVER (FT) PUBLIC? PRIVATE? ALLOWED INZONE I OF THE APA? LINE GORRUGATED POLYETHYLENE PIPE (LCPEI 2.0 YES YES YES CORRUGATED POLYETHYLENE PIPE (CPE) - TRIPLE WALL 2.0 YES YES YES POLYVINYL CHLORIDE PIPE (PVC) 3.0 YES YES YES SOLID WALL HIGH DENSITY POLYETHYLENE PIPE (HOPE) 2.0 YES YES YES POLYPROPYLENE PIPEIPP) -DUAL WALL 2.0 YES YES YES MINIMUM DISTANCE DIAMETER BETWEEN BARRELS 12" TO 24" 12" 30"TO96, DLAMETER13 102, TO 18O, 48' U NLES50THERWISE NOTED, DRAWING 15 NOTTO SCALE (N15) STD. PLAN - ZZ0.10 � PUBLIC WORKS PIPE ZONE BEDDING AND 6&R9U4ikd hY: 111 DEPARTMENT COMPACTION - FLEXIBLE PIPE actin Pastucha 8113120 N439V It a6BFW&rWB9WD.. DATE Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) ®CONSULTING 2001 32nd Avenue SouthENGINEERS _L L C Suite 200 1 ® I + 1 1 Federal Way, WA 98001 FEDERAL WAY (253) 838-6113 www.esmcivil.com LYNNWOOD (425) 297-9900 Civil Engineering Land Surveying Land Planning Public Works I Project Management I Landscape Architecture ESM JOB #41 1-004-023 ISOMETRIC VIEW TYPE PERPENDICULAR B PAY LIMIT S 21 ST ST BEGIN TRANSITION TO EXISTING CURB AS NEEDED PERPENDICULAR CURB RAMP STANDARD PLAN rP .15-03 SHEET 1 OF 1 SHEET 209.76+ MATCH EX FLOWLINE ELEVATION 8' + 100+00 CURB RAMP #1 SPOT ELEVATION CHART POINT ELEVATION A 210.37 (@ FL) B 210.33 (@ FL) C 210.29 (@ FL) D 210.25 (@ FL) E 210.87 F 210.75 G 210.80 H 210.76 1 210.86 J 210.82 12.5' PERPENDICULAR A CURB RAMP PER WSDOT STD PLAN I STOP BAR, REFEF TO SHEET CH-0 FOR DETAIL STA 201+73.82, 13.00 LT EL=210.21' PROTECT IN PLACE EX CATCH BASIN PROTECT IN PLACE EX CONCRETE CURB AND GUTTER 210.25 f 5' EX SIDEWALK MATCH BACK OF EXISITNG SIDEWALK 8' PLANTER 4.2% 210.03 f 210.29 it MATCH BACK OF EXISITNG SIDEWALK 1.5% 210.44 N1 OI 8' SIDEWALK 210.55 2.1 % 1-1-210.26 PROTECT IN PLACE EX WALL ■ � INT STA 100+00.21, S 21 ST STREET STA 201 +29.39, SMITHERS AVE S O CURB FLTABLE BCR 1/4 0 1 /2 p 3/4 0 ECR STATION OFFSET ELEV. 100+35.32 23.00' RT 210.50 ---- 210.43 ---- 210.35 ---- ---- 210.28 201+73.82 13.00' LT 210.21 Q=86.20'18" R=25.00' L=37.66' r-16' ( D1 S 21 ST ST STA 100+35.32, 23.00 RT �°I° E L= 210.50' o• ° DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10 0 A 8' SIDEWALK )� O i89 o� 0 � , (J o 6 QH / o �4' 4 �O R=10' PROPOSED STOP SIGN. REFER TO SHEET CH-01 FOR DETAIL 1.5% M�(00� �Cb JYJ�h 01 5' SIDEWALK ��,`� i CURB RAMP/CURB RETURN DETAIL SCALE: 1 "=5' CB #6, TYPE 1 (PRIVATE) W/ THRU CURB INLET W/TRASH GUARD PLUS STA 101 +86.99, 24.68' RT STA 101+82.91, 23.00 RT EL=210.90' 45' 45' 3.5 3.5' 4' STA 101 +85.38, 25.47 RT EL=210.83' STA 101 +91.86, 23.00 RT EL=210.84' STA 101 +89.38, 25.47 RT EL=210.80' RECESSED CURB DETAIL SCALE: 1 "=5' SCALE: 1 " = 5' 5 2.5 0 5 10 R-431513 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CONNECTION DETAIL SCALE: 1 "=5' MICHgE4 RECORD DRAWINGS � OF WASy, SURVEYED: SCALE: 1988 DATE: AS SHOWN HORIZONTAL: NADD1983/1991 CITY OF SOPHIE JO SHORT PLAT 02/18/25 NDESIGNED: �F FIELDBOOK: BML RENTON DETAILS DRAWN: p PAGE: CJR DRAWING NO: 50085 �Q ONE INCH DATUM G/STER CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. OT-02 APPROVED: NO. REVISION BY DATE APPR SCALE ACCORDINGLY UTILITY PERMIT # SS70NAL ��G IF NOT ONE INCH SHEET: OF: 13 23