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Home My WebLink AboutR-405106NW 114 OF SE 114 OF SEC. 29, TWP. 23 N., RNG. 5 E-, W.M. CITY OF RENTON, STATE OF WASHINGTON 0 d- N 0 0 a z U_ Lu w J z Lu w LL m rr ❑ LANDIN GRADE BREAK SEE CONTRACT PLANS - 4' - 0" MIN, CEMENT CONCRETE SIDEWALK - SEE NOTE 5 r FLARE (TYP.) / 3I8" EXPANSION JOINT (TYP.) - SEE STANDARD PLAN F-30.10 GRADE BREAK __ Xr CURB, OR CURB AND GUTTER -• SEE NOTE 4 FACE OF CURB MEASURED PARALLEL TO CURB (TYP.) SLOPE TREATMENT •- SEE STANDARD PLAN F-30.10 NOTES A CURB RAMP VNDTH 4' - 0" MIN. LANDING TO MATCH A CURB RAMP VNDTH SEE CONTRACT PLANS CURB RAMP WIDTH 4' - 0" MIN. 1, At marked Crosswalks, the connection between the curb ramp and the road - LANDING TOE MATCH CURB RAMP way must be contained within the width of the crosswalk markings. I LANDING I WIDTH'- SEE CONTRACT PLANS Y I GRADE BREAK CURB RAMP I 2. Where "GRADE BREAK' is called out, the entire length of the grade break G GRADE BREAK between the two adjacent surface planes shall be flush. SEE CONTRACT PLANS - CEMENT CONCRETE 4' - 0" MIN. SIDEWALK - SEE NOTE 5 I 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 PROVIDE SMOOTH TRANSITION Ramp where it connects to the roadway. TO SIDEWALK WIDTH 2' - D" (TYP.) SEE CONTRACT PLANS - aMIN � - SEE CONTRACT 4. See Contract Plans for the curb design specified. See Standard Plan * 4'- W MIN. * PLANS - 4'- 0" MIN. F-10.12 for Curb, Curb and Gutter, Depressed Curb and Gutter, and 318" EXPANSION _ BUFFER WIDTH -- MATCH Pedestrian Curb details. JOINT (TYP_) - SEE - w TO CURB RAMP DEPTH - CURB RAMP STANDARD PLAN F-30.10 l I (TYP.) 5. See Standard Plan F-30.10 for Cement Concrete Sidewalk Details. See --- Contract Plans for width and placement of sidewalk. GRADE BREAK TRANSITION TO SIDEWALK BUFFER, IF 6. The Bid Hem "Cement Concrete Curb Ramp Type _" does not include the PRESENT, OR TO BACK OF CURB (TYP.) - "' adjacent Curb, Curb and Gutter, Depressed Curb and Gutter, Pedestrian " """' •'••""' / 'i SEE CONTRACT PLANS """" ::;;;;;;; Curb, or Sidewalks. - -- -- -'� - --- '•'•'• / 7. The Curb Ramp length is not required to exceed 15 feet (unless shown ......... ........ ........ . CEMENT CONCRETE otherwise in the Contract Plans). When applying the 15-foot max. length, CURB, OR CURB PEDESTRIAN CURB - D g AND GUTTER - _ I SEE NOTE 4 the running slope of the Curb Ramp is allowed to exceed 8.3 /o. 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 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 F-45.10 abutting landing in the 15-foot max. measurement. DEPRESSED CURB AND GUTTER - DEPRESSED CURB AND GUTTER 8. Curb Ramps and Landings shall receive a broom finish. See Standard CROSSWALK SEE NOTE 4 CROSSWALK Specifications 8-14. 9. 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 1O CONTRACTION JOINT (IYP.) -SEE STANDARD PLAN F-i0.10 Ramp or Landing and there will not be material to retain. FOR CURB RAMP LENGTHS GREATER THAN 8'- 0" PROVIDE PLAN VIEW CONTRACTION JOINT EQUALLY SPACED 4 - C" MIN. OC. PLAN VIEW TYPE PERPENDICULAR A TYPE PERPENDICULAR B LANDING CEMENT CONCRETE PEDESTRIAN CURB - SEE NOTE 4 DETECTABLE WARNING SURFACE - (SHOWN WITH BUFFER) SEE STANDARD PLAN F-45.10 4 - O" MIN. 15' - w MAX. (IYP.) GRADE BREAK SEE CONTRACT PLANS SEE NOTE 7 COUNTER SLOPE - GRADE BREAK 5.0% MAX. *� TOP OF ROADWAY a. n CURB RAMP DEPRESSED CURB AND GUTTER - 1 SEE STANDARD PLAN F-10.12 SECTION OA CEMENT CONCRETE CURB RAMP "TYPE PERPENDICULAR "A" PAY LIMIT - SEE DETECTABLE WARNING SURFACE - SEE STANDARD PLAN F-45.10 3" R. TYP. DEPRESSED CURB AND GUTTER - SEE NOTE 4 CEMENT CONCRETE CURB AND GUTTER ^SEE NOTE 4 CURB RADIUS DETAIL (B ) ISOMETRIC VIEW TYPE PERPENDICULAR A PAY LIMIT S Encompass ENGINEERING & SURVEYING Western Washington Division 165 NE Juniper Street, Suite 201 - IssaQuah, WA 9SO27 - Phone: (425) 392-0250 IF Fax, (425) 391-3055 Eastern Washington Division 407 Swiftwater Blvd. - Cle Elum, WA 98922 - Phone: (509) 674-7433 - Fax: (509) 674-7419 CEMENT CONCRETE CURB RAMP "TYPE PERPENDICULAR "B" PAY LIMIT LEGEND SLOPE IN EITHER DIRECTION * 1.5 OR FLATTER RECOMMENDED FOR DESIGWFORMWORK (2% MAX.) 7.5% OR FLATTER RECOMMENDED FOR DESIGNtFORMWORK (8.3% MAX.) 9.5% OR FLATTER RECOMMENDED FOR * * DESIGN/FORMWORK (10% MAX.) ISOMETRIC VIEW TYPE PERPENDICULAR B PAY LIMIT � �NiES �� OF WAS�I�� 3 38285 IST�� C2 1 ONAL�� 12/26/15 No. qjV WASyY 0 28680 A� 4,61 ST%R� 1� ssfONAL Geller, Scutt Jun 24 2016 7:20.AM PERPENDICULAR CURB RAMP STANDARD PLAN F-40.15-03 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION Carpenter• Jeff �GL",f1KKirEZ. �� Jun 29 2016 228 PNI STATE DESIGN ENGINEER MAP Washington State DeporlmenfoiTronsporiation REVISED PER CITY COMMENTS REVISED PER CITY COMMENTS REVISED PER CITY COMMENTS REVISED PER CITY COMMENTS :111111060•P CEMENT CONCRETE SIDEWALK DEPRESSED MONOLITHIC CURB 8 GUTTER (SEE DETAIL THIS SHEET) TYPE C28 - ISOMETRIC VIEW (COMMERCIAL, WITH BUFFER) CEMENT CONCRETE GURB L GUTTER (SEE NOTE 3) NOTES 1. When a driveway width exceeds 15 feet, construct a full depth expansion Joint with 318" Joint Mar along the driveway lane lines FACE OF CURB (see std. plan 102), Construct expansion joints parallel with the C - - SEE I FREabmp1RBDETAIL ' our ON THIS SHEET centerllne as required el 15' maximum spacing when driveway CONTRACT ON JO wldths exceed 30'. SM PViN 1°2 ` s 6 TOPOF / ROAOWAY 2. 3. See std, plan 102 for sidewalk details. Curb and gutter shown, other curb designs may be specified. � --�' l4 See std. plan 101 for curb details s _ 4. Not used. 1_r.._. I t'•e' 5. The engineer wtli design all driveways to Include elevations at all NOTE ORVEwAY LONorrU0@I I_ EVN4EJ 1% points marked with symbol "X'. All elevaliars are at the back of � � JO M NCILI H C CURB DEPTHFML DEPRESSED MONOLiTNIC CURB 8 OUT TER DETAa. curb top on uphh aide. 6 Not used. 7 For Driveway Wldths see DRIVEWAY STANDARDS (See NOTE 10), The expansion joints (see slid plan 102) shall be spaced ss shown In the corresponding isometric view. 8. Slopes shall comply with sections R3012.1 or R303.2.2 or FACE OF ADJACEN7 CURB R303.2.3 of the Revised Draft Guidelines for Accessible Public Right3-cf-Way of November 23, 2005 (PROWAG), 9. Curb returns for any Type C-MAX Driveway rosy be approved on a cowby-case basis ,� 1d-CTIJTTER SURFACE -1'R+. 10. STREET STANDARDS = Renton Municipal Code (RMC) Tile IV Development Regulations CHAPTER 6 STREET AND UTILITY STANDARDS s Section 4-"60 STREET STANDARDS DEPRESSED CURB DETAIL AT RE31 DENTIAf. OR COMMERCIAL DRIVEWAYS, MID ALLEYS DRIVEWAY STANDARDS = Renton Munlcipal Code (RMC) _ Title IV Development Regulations Driveway Exempla: TYPE C18 CHAPTER 4 R=Resldcneal G CarnrMrGsl - CITY-WIDE PROPERTY DEVELOPMENT STANDARDS Mwrkw of Lanes, -- - Sectlon4-4-M PARKING, LOADING AND DRIVEWAY (M"'A LAna Cormrnisq REGULATIONS a-Bu1Tor(P1oWQSs0). BMkpbBrdhr -- PUBLIC WORK-5 CEMENT CONCRETE DRIVEWAY RO .Pi6AN - 104.2 j DEPARTMENT ENTRANCES - NOTES AND DETAILSdt" AM SPECIAL NOTE IN THE EVENT TRANSVERSE PATCHES EXIST WITHIN THE AFFECTED STREET, THE LENGTH OF THE PATCH SHALL BE EXTENDED TO INCLUDE ANY EXISTING PATCH WITHIN 10 FEET OF THE EDGE OF THE PATCH REQUIRED FOR THE NEW CROSSING AND ANY SUBSEQUENT PATCH EDGE WTHIN 10 FEET OF THE EDGE OF THE SECOND PATCH AND SO ON UP TO A TOTAL OF 300 FEET. 1 1 VARIES MIN I MIN MIN MIN 1 I 4 ' I I I j TRAFFIC FLOW I .I 2• HMA 2" TO 8" HMA 6.5' MIN. 2" DEPTH OF PLANING OR SAWCUT AND REMOVE VARIES: 6.5' MIN. 71. MIN I MIN VARIES �{ MIN I MIN 2" SAWCUT AND REMOVE OR PLANE, SEAL WITH AR-4000W (EACH SIDE) 2" HMA SAWCUT AFTER BACKFILL - (EACH SIDE) WIDTH OF TRENCH AS REQUIRED BY SIZE OF PROPOSED IMPROVEMENT (SEE STANDARD SPECIFICATION 2-09.4) PLUS AN ALLOWANCEE FOR FOR ANY SHORING. SHORING, IF NEEDED, SHALL MEET THE REQUIREMENTS OF WSDOT STANDARD SPECIFICATION 7-08.3(1)B TRENCH WIDTH FACE OF GUTTER OR EDGE OF PAVEMENT CENTER LINE OR LANE LINE DEPTH OF EXISTING PAVEMENT \ T 2" - 6" MIN. HMA (SEE NOTE 2) 6" CRUSHED SURFACING TOP COURSE (CSTC) (9-03.9(3)) PER WSDOT STANDARD SPECIFICATIONS, COMPACTED TO 95% MODIFIED PROCTOR. CSTC, BANK RUN GRAVEL FOR TRENCH BACKFILL (9-03.19), GRAVEL BORROW (9-03.14(1)) PER WSDOT STANDARD SPECIFICATIONS OR NATIVE MATERIAL IF APPROVED IN WRITING BY ENGINEER BASED ON GEOTECH REPORT, COMPACTED TO 95% MODIFIED PROCTOR. PIPE ZONE BEDDING. MATERIAL- SEE STANDARD PLAN 110.1. FOR NOTES, SEE STANDARD PLAN 110.1 PUBLIC WORKS TYPICAL TRANSVERSE PATCH FOR STD' PLAN - 110 , i>1,i2 � DEPARTMENT FLEXIBLE PAVEMENT OR RIGID F,l) PAVEMENT WITH OVERLAY I r air, TEU 11h LUOES SMV ALAI R/W➢6i---- -- -_I 1 -6 M. _ Yi1, lks iSEE NOR T, _ _�- - 6 k1w,, - (SEE NOTE 87 (SEE NOTE c I � _�_ DRIVEWAY ri'cu6ieii j SS EXPANSION JOINT nT'P.1 r CE (SEE S70 PUN 132! ccC 5 I` SEE NOTE 6 m R _NI ICRETE u 9FE NOTE 1 CE6EN1 CONCRETE RJ.t.V WIrXIM 1Y a CURR&CLI ER SLOPE (IYP.1 !SEE NOTE II 18'CONTRACnONJOINTDYPI MEE sro, PUN 1'J211 PLAN VIEW VARIES S 31 MAA SEE Noll S ITYPI L J 6• uu, V AIM CEIENI CONGIETE 6' AM SOEWALk Ie' exPAAS1ON Jowl I7YP I CURB a GVT7511 DEPRESSED"oil 16EE NOR II \ SECTION O ;SEE STO. PUN 1112: ro RInr.J s6lEWJUA wIotM I \ IM DIFFERENCE M SLOPE LIAx 7��y W'F61 51TNE SLOPE ISLOPE SHOWN EIUMJEM1EDIO"WAY VA DRNF.WAYW REUTNE I SE N no 5LCPEI5LOP1 - 1 SNOWl1 E1(t,OOFRAIEO � i � i I CEMENT CONCRUE SOEW µx � o PUBLIC WORKS �FNTO� DEPARTMENT CEMEM CONCRETE CURB S GUTTER ISEe NOTE 31 TYPE RIB - ISOMETRIC VIEW (RESIDENTIAL WITH BUFFER) CEMENT CONCRETE DRIVEWAY ENTRANCE - TYPE RIB For NOTES STD PLAN 104.2 STD, PLAN - 104.3 ]P06V .D r Gregg Zimmerman, Public Works Administrator R-405106 PR18000280 818003060 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING swarlick 04/24/2019 SURVEYED: SCALE: DATE: SDM VERTICAL: AD 1 83/1 C T Y 0 F JD L DUPLEX CJ M 4.5.19 CJA 1 rr= zo r HORIZONTAL: NAD 1983/1991 04105119 DESIGNED: J .•#- FIELDBOOK: DRD 12.28.18 CJA DRD RENTON NIA NIA DRAWN: PAGE: DRD 11 .13.18 CJA DRD DRAWING NO: ONE INCH DATUM DRD 8.29.18 CJA CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. DETAILS 17707 TJR IF NOT ONE INCH BY DATE APPR APPROVED: SCALE ACCORDINGLY SHEET: OF: CJA 6 8