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HomeMy WebLinkAboutT-393411TBLOCK PTN. OF SW 114 OF NW 114 OF SEC. 32, TWP 24N, R5E W.M. M I I UJ UJ W J N Z rW V J O) 75 ,,D 0 M U m _i CEMENT CONCRETE SIDEWALK DEPRESSED MONOLITHIC CURB 8 GUTTER (SEE DETAIL THIS SHEET) TYPE C2B - ISOMETRIC VIEW (COMMERCIAL, WITH BUFFER) NOTES 1. When a driveway width exceeds 15 feet, construct a full depth expansion joint with 3/8" joint filler along the driveway lane lines (see std. plan 102). Construct expansion joints parallel with the centerline as required at 15' maximum spacing when driveway widths exceed 30'. 2. See std. plan 102 for sidewalk details. 3. Curb and gutter shown, other curb designs may be specified. See std. plan 101 for curb details. 4. Not used. 5. The engineer will design all driveways to Include elevations at all points marked with symbol "X". All elevations are at the back of curb top on uphill side- 6. Not used. 7. For Driveway Widths see DRIVEWAY STANDARDS (See NOTE 10). The expansion joints (see aid. plan 102) shall be spaced as shown in the corresponding Isometric view. 8. Slopes shall comply with sections R303.2.1 or R303.2.2 or R303.2.3 of the Revised Draft Guidelines for Accessible Public Rights -of -Way of November 23, 2005 (PROWAG). 9 Curb returns for any Type C-MAX Driveway may be approved on aeI CONTRI1CTION JOINT am PLAN 102 CEMENT 0ONCRETE CURB d GUTTER (SEE NOTE 3) ax+e SEE oEPREUM CURB DETAIL ON THIS SHEET I r 1A•R TOPOF 1 i ROADWAY NOTE DPoVEWAYLONGITUDPULDVANSION JOINTS 94 LL W FULL DEPTH DEPRESSED MONOLITHIC CURB 8 GUTTER DETAIL FACE OF ADJACENT CURB \ -1" a case -by -case basis. - �1• R �-GUTTER SURFACE ! ' jt• RDI (1 D o 10. STREET STANDARDS = Renton Municipal Cade (RMC) • a p, Title IV Development Regulations • e e CHAPTER 6 STREET AND UTILITY STANDARDS Section 4-5-060STREET STANDARDS DEPRESSED CURB DETAIL AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS, AND ALLEYS DRIVEWAY STANDARDS =Renton Municipal Code (RMC) Title IV Development Regulations Driveway Example: TYPE C1 B CHAPTER 4 R--RAawentw, G-commerclal j L CITY-WIDE PROPERTY DEVELOPMENT STANDARDS Number of Lanes, J Section 4-4-M PARKING, LOADING AND DRIVEWAY (MAX=4 Lane Corrifferd" REGULATIONS B-Sufrer(PlarfarVSft), Blank=loBurter PUBLIC WORKS CEMENT CONCRETE DRIVEWAY PSROPLAND- 104.2 N i DEPARTMENT ENTRANCES - OTES AND DETAILS idAti?z ATF 24" m BOLT -DOWN SU o a DETAIL AND NO 2 1/2" DIA . HC LE zo' G _O_ p J o�0000 �O�G��QQO B TOP a 3 4�/4" SECTION OA Y 5' 3 1/2" 1 /z° �3/4" 3/4„ 5l8" 4" �-•-� -- 3/4" DIAM. HOLE 1 il2" 1/2" DIAM. HANDLE 5/8, \ IEC:FtaQM i'tf ',.'i BOLT -DOWN SLOT DETAIL SEE NOTE 1 SECTION NOTES 1 Provide two slots in the cover that are vertically aligned with the holes in the frame. Location of bolt -down slots varies among different manufacturers. z. Alternative reinforcing designs are acceptable in lieu of the rib design. 3. Refer to Standard Specification 9-05.15(2) for additional requirements 4. For Frame details, see City of Renton Standard Plan 204.00. `�Y � � "� PUBLIC WORK$ RECTANGULAR SOLID STD. PLAN - 204.10 �Nzo� DEPARTMENT METAL COVER MARCH 2O08 ( NOTES MATCH SIDEWALK BUFFER 1. This plan is to be used where pedestrian crossing in one direction is not WIDTH - 4' 0" MIN. STRIP permitted. MATCH SIDEWALK SEE CONTRACT PLANS 2. At marked crosswalks, the connection between the Landingand the WIDTH - 4' 0" MIN. - PEDESTRIAN CURB - SEE CONTRACT PLANS SEE NOTE 10 roadway must be contained within the width of the crosswalk markings. CURB RAMP 3/s" (IN) EXPANSION PEDESTRIAN CURB 3. Where "GRADE BREAK" is called out, the entire length of the grade break JOINT - SEE STANDARD SEE NOTE 10 MATCH SIDEWALK WIDTH - 4' 0" MIN. between the two adjacent surface planes shall be flush. SEE CONTRACT PLANS PLAN F-30.10 LANDING 4. DO not place Gratings, Junction Boxes, Access Covers, or other appurten- LANDING SIDEWALK - 3/8" (IN) EXPANSION JOINT -SEE � PEDESTRIAN CURB - anCES On any part Of the Curb Ramp Or Landing Or In the Depressed SEE NOTE 6 5' - 0" MIN. 3" R STANDARD PLAN F-30.10 SEE NOTE 10 Curb and Gutter where the Landing connects to the roadway. (TYP.) 13 0 5'- 0" MIN. 5. See Contract Plans for the curb design specified. See Standard Plan A _ F-10.12 for Curb, Curb and Gutter, Depressed Curb, Gutter and 3 A * s^ R I I Pedestrian Curb details. * * iilllli' ' 1i `�' 5' - 0° MIN. 3" R. o 6. See Standard Plan F-30.10 for Cement Concrete Sidewalk Details. See O SIDEWALK - _ � � � � Contract Plans for width and placement of sidewalk. y, •• � SEE NOTE 6 � � ••• 7. The Bid Item "Cement Concrete Curb Ramp Type _" does not include the BUFFER STRIP - SEE DETECTABLE WARNING SURFACE BUFFER C DETECTABLE WARNING SURFACE adjacent Curb, Curb and Gutter, Depressed Curb and Gutter, Pedestrian CONTRACT PLANS C SEE STANDARD PLAN F-45.10 STRIP SEE STANDARD PLAN F-45.10 Curb, or Sidewalks. CURB AND GUTTER - CURB AND GUTTER - P 9 SEE NOTE 5 SEE NOTE 5 8, The Curb Ram length 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 o distance of 15 feet. o TYPE SINGLE DIRECTION A TYPE SINGLE DIRECTION B 9. Curb Ramps and Landings shall receive a broom finish. See Standard X Specifications 8-14. W LL 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 Z 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.) 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. SIDEWALK - SIDEWALK - - SLOPE IN EITHER DIRECTION SIDEWALK - SEE NOTE 6 SEE NOTE 6 SEE NOTE 6 * * TOP OF * * * * 1.5 OR FLATTER RECOMMENDED FOR ROADWAY �� * ; * DESIGN/FORMWORK (2% MAX.) i * * 7.5% OR FLATTER RECOMMENDED FOR CURB RAMP } LANDING DEPRESSED CURB AND GUTTER DESIGN/FORMWORK (8.3% MAX.) CURB RAMP SEE NOTE 7 ►�,u,� �� _ SEE STANDARD PLAN F-10.12 CURB RAMP LANDING V 1 1 SECTION O SECTION O 1O 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. "CEMENT CONCRETE CURB RAMP "CEMENT CONCRE- r, - W LIMIT - V (IN) RADIUS CORNER PEDESTRIAN CURB - 90° ANGLE - RADIUS MAY VARY ISOMETRIC VIEW TYPE SINGLE DIRECTION A PAY LIMIT CONSULTANTS Site Planning • Civil Engineering Land Use Consulting • Project Management CALL BEFORE II 11431 WILLOWS RD. NE, SUITE 120 YOU DIG REDMOND, WA 98052 1-800-424-5555 II Phone: (425) 285-2390 1 FAX: (425) 285-2389 www.cphconsultants.com Iht © 2019 CPH Consultants, LLC. All Rights Reserved. DETAIL O TYPE SINGLE DIRECTION DETECTABLE WARNING SURFACE -SEE STANDARD PLAN F-45.10 DEPRESSED CURB AND GUTTER - SEE NOTE 5 ISOMETRIC VIEW TYPE SINGLE DIRECTION B PAY LIMIT N0. pP WAS28680 y7Nc ®��r �F01 S T ER�� ss70NA1, �`yG JunZclg ,Scott Jun 24 2016 721 AM SINGLE DIRECTION CURB RAMP STANDARD PLAN F-40.16-03 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION �er, Jeff Ju, 29 Jun 29 2016 229 PM _ STATE DESIGN ENGINEER Washington State DepaHment of Transportation CITY Or RENTON PERMIT SUBMITTAL RECORD DRAWINGS REVISION ALIGN LOCKING TAB 1. REMOVABLE BOLLARD ASSEMBLY AND BASE SLEEVE ASSEMBLY PARALLEL WITH DIRECTION PARTS ARE DESIGNED, MANUFACTURED AND PROVIDED BY KING DIRECTION OF TRAVEL DIRECTION OF TRAVEL OF TRAVEL COUNTY PARKS OPERATIONS. o 0 2. PVC DRAIN PIPES ARE TO BE PROVIDED BY THE CONTRACTOR. INSTALLATION OF ALL PARTS SHALL BE PERFORMED BY THE CONTRACTOR. ALIGN LOCKING TAB PARALLEL WITH 2 3. GRAVEL BACKFILL FOR DRAINS SHALL CONFORM TO WSDOT STD. DIRECTION OF TRAVEL - DOT GRADE SPEC. 9-03.12(4). RETROREFLECTOR REMOVABLE BOLLARD TO BE - TAPE, RED, ALL 4 SIDES 4. CONCRETE SHALL ACHIEVE A 28-DAY STRENGTH OF 3000 PSI PROVIDED BY KING COUNTY, I MINIMUM. INSTALLED BY CONTRACTOR I I 5. ALL WELDS SHALL CONFORM TO THE REQUIREMENTS OF AWS DLA. HSS 4x4x3/16 ASTM A500, I I WLDING SHALL BE PERFORMED BY AWS/WABO CERTIFIED WELDERS POWDER COAT WHITE I 6 DOT GRADE QUALIFIED FOR WELDS USING THE APPROVED ELECTRODES. RETROREFLECTOR J TAPE, WHITE, ALL SLOPE TO DRAIN AWAY iv 4 SIDES FROM POST, 2% MAX (TYP.) BASE SLEEVE ASSEMBLY TO BE PROVIDED BY KING FINISHED GRADE COUNTY, INSTALLED BY CONTRACTOR -2,BOLLARD MARKING DETAIL �3-\NOTES NOT TO SCALE Ll ° // e < ISOMETRIC 3000 PSI MIN. SLOPE CONCRETE a /j CONCRETE 2% MAX AWAY FROM b BOLLARD AS SHOWN #5 REBAR 4 jT\ `' PLACES, WELDE D �° \\\ \ SLEEVE TOP H WITH FLUSH HSS 5x5x3/16 ASTM A500 GALV. (BASE 3000 PSI MIN. TO HSS 5x5x1/4 \\\� SLEEVE BASE ADJACENT CONCRETE HST 5x5 SUPPORT SLEEVE) CONCRETE SECTION (BY KING COUNTY) /\ \T ASTM 00 (GALV.).) BASE BOTTOM HSS 4x4x3/16 PLATE co ASTM A500 (BOLLARD) GRAVEL BACKFILL FOR DNS PER1 STD #5 REBAR AT 4 LOCATIONS, TYP 1/8 � WSDOT SPEC jT WELDED TO HSS HSS 5x5x3/16 9-03.12(4) 5x5 BASE SECTION DRAIN T 2" PVC DRAIN PIPE, ASTM A500 GALV. I (BASE SUPPORT HOLES W/ 2" PVC INSTALL FLUSH WITH UNDISTURBED PIPE, DAYLIGHT BOTTOM OF BASE SLEEVE) Y SUB -GRADE INTO GRAVEL SUPPORT SLEEVE BACKFILL FOR GUIDE PLATES 1'-0" DRAINS ALLOW ONE WEEK MINIMUM FOR CONCRETE TO CURE PRIOR TO POST INSTALLATION /T1 REMOVABLE BOLLARD REMOVABLE BOLLARD EMBEDMENT BOLLARD BASE DRAINS t-61 REMOVABLE BOLLARD ELEVATION 3/4" = 1'-0" ELEVATION 1/2" = 1'-0" ISOMETRIC NOT TO SCALE PLAN 2" = 1'-0" REMOVABLE BOLLARD DWG # 5-011 King County LQ APPROVED FOR PUBLICATION ENG/ARCH APPROVAL: DATE DATE ISSUED 2018-06-21 SHEET # OPERATIONS APPROVAL: DATE DATE REVISED - Department of Natural Resources &Parks 1 1 OF NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT VERSION 2018-1 KEVIN BROWN, DIRECTOR DATE Parks &Recreation Division 1 REVISIONS OR ADDITIONS MAY OCCUR TO STANDARD DETAILS AT ANY POINT IN TIME. VERIFICATION OF COMPLIANCE WITH CURRENT REGULATIONS AND CODES IS SOLELY THE RESPONSIBILITY OF THE DESIGNER OR ENGINEER. a MOIL [] J a z 0 O OUTFACE TO STREAM 0 DUMP NO POLLUTANTS) TOP 24" 4EQUAL SPACES 4EQUAL SPACES N SECTION \ SLOT - SEE DETAIL AND NOTE 1 J NOTES SECTION O r � BOLT -DOWN SLOT DETAIL SEE NOTE 1 Provide two slots in the grate that are vertically aligned 1. with the holes in the frame. Location of bolt -down slots varies ISOMETRIC among different manufacturers. z. Refer to Standard Specification 9-05.15(2) for additional requirements. 3. Use only on sags and vertical curbs locations. 4. Unless otherwise specified, vaned grates shall be used with standard frame in the travel way, gutter or shoulder. vaned grates shall not be located within crossroads. Use vaned grates along rolled curbs. ��g O STD. PLAN - 204.30 PUBLIC WORKS RECTANGULAR BI-DIRECTIONAL DEPARTMENT VANED GRATE ��N Cp2 MARCH 2O08 B C _.. ,� B SURVEYED: STEPHEN PHILLIPS PLS SCALE: J BS DESIGNED: BRYCE BESSETTE DRAWN JOE AMARO ONE INCH CHECKED: JAMIE B. SCHROEDER, PE AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY BY DA APPR APPROVED VERTICAL: NAVD 1988 HORIZONTAL NAD 1983/1991 DATU M �S 4 W. 'r4 O tF MIN. MIN. SECTION FLO QUARRY SPALLS� PLAN t QUARRY SPALLS MATERIALS PER WSDOT 9-13.6 PIPE INLET PROTECTION T-393411 cn ` iv dJF 37610 .t�SSCONA E�G1�`' THE AS -BUILT INFORMATION SHOWN ON THIS PLAN IS PER A FIELD SURVEY PERFORMED AND DATA PROVIDED BY AXIS SURVEY & MAPPING AND/OR RECORD INFORMATION PROVIDED BY THE CONTRACTOR. NOT TO SCALE R-393424 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SENZA LAKEVIEW L-_J TY TT U T r , U ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS ' ROADWAY GRADING DRAINAGE AND DETAILS Plannin< �Buildin- �Pubhc Works ON ON LU DATE: 5/1//18 Q FIELDBOOK: PnGF- Q DRA SING Ni: N C3.106 Z I I SHEET: 0F: r- J 24 48 IV )