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Home My WebLink AboutR-422912PLANTING BED AREAS 12" ...SOILAMENDMENT DETAIL �vvJ SCALE: N.T.S. 6 1 /2" 1 /2 R. 1 " R. #5 BAR CONTINUOUS ON TOP, MAINTAIN 2" CONCRETE COVER. 1'-4" #5 BAR CONTINUOUS ON BOTTOM, MAINTAIN 2" CONCRETE COVER. 01111`1CAST-IN-PLACE CURB SCALE: N.T.S. 4' N SEE CONTRACTCT PLANS 3l8 EXPANSION JOINT (TYP-) - 5EE STANDARD PLAN F-30.10 LANDING CURB AND GUTTER l7 3" DEPTH CEDAR GROVE COMPST 1-3/4" OF COMPOST INCORPORATED INTO TOPSOIL TO 8" DEPTH SUBSOIL SCARIFIED 4" BELOW COMPOST AMENDED LAYER (12" BELOW SOIL SURFACE) FACE OF CURB HEIGHT IS GREATER THAN 6" ADJACENT TO FILTERRA UNIT. SEE DETAIL 1 /C3.3 TOP OF ASPHALT OR CONCRETE 4000 PSI CONCRETE (MIN.) A PORTION OF THE NW 1/4 OF SECTION 19, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON 2" COMPACTED DEPTH CLASS 1/2" HMA 4" COMPACTED DEPTH CRUSHED SURFACING TOP COURSE PER WSDOT 9-03.9(3), COMPACT TO 95% MAXIMUM DENSITY PROPOSED PAVEMENT SECTIONS 12" COMPACTED DEPTH STRUCTURAL FILL IF REQUIRED BY GEOTECHNICAL ENGINEER. COMPACT TO 95% MAXIMUM DRY DENSITY- ] SAW JOINT CUT OWTCUT SMO TH VERTICAL COAT TO PREPARED SUBGRADE, SEE SUBGRADE PREPARATION NOTES ON CO.2 ASPHALT PAVEMENT SECTION LV I% SCALE: N.T.S. NOTES 4-0" MIN - /k 3J8" (IN) EXPANSION SEE CONTRACT PLANS 1. At marked crosswalks, the connection between the landing and the PEDESTRIAN CURB JOINT (TYP.j -SEE - PEDESTRIAN CURB - roadway must be Contained within the width Of the Crosswalk markings. SEE NOTE 9 STANDARD PLAN F-30,10 LANDING' SEE NOTE 9 2. 4rllhelE "GRADE BRFJIIC"' is called out, the entire length of the grade break between the two adjacent surface planes shall be flush. B -SIDEWALK 3. Do not place Gratings, Junction Boxes, Access Covers, or other appurte- 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. 3" R. 4, see Contract Plans for the curb design spec-ified. See Standard Plan CURB AND GUTTER CURB RAMP CURB RAMP CURB RAMP 4'-O-MIN. -• SEE CONTRACT PLANS_ DETEC TABLE WARNING SURFACE + 4- U IN.- SEE STANDARD PLAN F�6.14 SEE CONTRACT PLANS FACE OF CURS FACE OF CURB DEPRESSED CURB AND GUTTER CROSSWALK PLAN VIEW DETECTABLE WARNING SURFACE - TYPE PARALLEL A SEE STANDARD PLAN F-45.10 4-0II1N. SEE CONTRACT PLANS CONTRACTION JOINT (TYP) - SEE STANDARD PLAN F-30,1 FOR CURB RAMP LENGTHS GREATER THAN 8'- t1"PROVIDE _j v 06 * f CONTRACTION JOINT EQUALLY SPACED 4- W MIN• OC• w CEMENT CONCRETE PEDESTRIAN LANDING CURB - SEE NOTE 9 SECTION (A } 16 - Cr MAX. (7YR1 4' - or, mitt 1 S - 0" MAIL (TYP-) SEE NOTE 7 5EE CDNIRACT PLANS SEE NOTE 7 SIDEWALK GRADE BREAK GRADE BREAK v ti CURB RAMP CURB RAMP LANDING 31e" EXPANSION JOINT (TYP,) •- SEE STANDARD PLAN F-30.10 SECTION (B j (ALONG INSIDE RADIUS AT BACK OF V,IALKMY) "CEMENT CONCRETE CURB RAMP TYPE PARALLEL A' PAY LIMIT - SEE NOTE 6 ISOMETRIC VIEW TYPE PARALLEL A PAY LIMIT w f z w Ls,l F-10.12 for Curb, Curb and Clutter, Depressed Curb and Gutter, and Pedestrian Curb details. DETECTABLE WARNING SURFACE 5. See Standard Plan F-30.10 for Cement Concrete Sidewalk Details. SEE STANDARD PLAN F-43.10 See Contract Plans for width and placement of sidewalk. DEPRESSED CURB AND GUTTER i The Bid Item "Cement Concrete Curb Ramp Type _'" does not include the adjacent Curb, Curb and Gutter, Depressed Curb and Gutter, CROSSWALK Pedestrian Curb, or Sidewalks 7. The Curb Ramp length is not required to exceed 15 fleet (unless otherwise shown in the Contract Plans) When applying the 15-foot max. length, PLAN VIEW the running slope of the curb ramp is allowed to exceed 8.3%_ Use a single TYPE PARALLEL B constant slope from bottom of ramp to top of ramp to match into the sidewalk over a horizontal distance of 15 feat- Do not include abutting landings) in the15 foot max measurement When a ram is constructed on a radius the GRADE BREAK p 15-foot max. length is measured on the inside radius along the back of the SLOPE walkway. ER co - ROADWAY S. Curb Ramps and Landings shall receive a broom finish See Standard Specifications 8-14. DEPRESSED CURB AND GUTTER •- 9, Pedestrian Curb may be omitted if the ground Surface at the back 4f the SEE$TANDARD PLAN F-10.13 Curb Ramp and/or Landing will be at the same elevation as the Curb AND NOTE B Ramp or Landing and there will t>e no material t4 retain- d' - a' MIN, 15' - 0" MAX- {TYP.) LEGEND SEE CONTRACT PLANS SEE NOTE 7 SLDPE IN EITHER DIRECTION GRADE BREAK SIDEWALK * ' , 5% OR FLATTER RECOMMENDED FOR GRADE BREAK `` DESIGNJFORMWORK (2°% MAX.) 7 5%- OR FLATTER RECOMMENDED FOR DEVOW FORMWORK (8.3% MAX.) -• SEE NOTE 7 1� CURB RAMP PECESTRIAN CURB - LANDING NIB" IIN) EXPANSION JOINT (TYP) -- SEE STANDARD PLAN F-30.10 ,t01T SEE NOTE 9 SECTION (ALONG INSIDE RADIUS AT BACK OF WALKWAY) `CEMENT CONCRETE CURB RAMP TYPE PARALLEL E•• PAY LIMIT - SEE NOTE 6 7', ISOMETRIC VIEW TYPE PARALLEL IB PAY LIMIT • Call 811 • ® two business days before you dig NO. 'V05 141Syf r Leff (1,Y.1 LZelg' b �_4r Jun , Scott Jun 24 2016 7- ] 9 A141 PARALLEL CURB RAMP STANDARD PLAN F-40.12-03 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION {'.p.Wr, JcIT �f� e4fA d=. fi Iwo 292DI62.27PM Amw STATE DESIGR ErGINEER 70 Washinpian Stare 0wp0nmam at Tronspa+rari" ALL EXPOSED VERTICAL 12" OVERLAP SURFACES IMMEDIATELY OF EXISTING PRIOR TO PAVING. SEAL BASE COURSE JOINT LINE WITH HOT SS-1 EMULSION. EXIST. PAVEMENT SECTION nnuunnuunnluuunnuuunnuunnuunnuunnuunl UNDISTURBED EXIST. BASE COURSE ASPHALT PAVEMENT JOINT SECTION % SCALE: N.T.S. 4" WIDE WHITE SOLID 4" WIDE WHITE PAINT LINE AT EDGE OF STRIPES AT 45'. APPLY STRIPING PAINT PER SPECIFICATIONS J a Ld w a PER PLAN "NO -PARKING ZONE" 4" WIDE WHITE SOLID LINE PARKING STALL AND LANE STRIPE PAVEMENT MARKING DETAIL �vvJ SCALE: N.T.S. PAVEMENT MARKING NOTES: 1. ALL PAVEMENT MARKINGS SHALL BE PAINT. ALL PAVEMENT MARKINGS SHALL COMPLY WITH WSDOT SPECIFICATION 9-34 AND SHALL BE APPLIED IN ACCORDANCE WITH WSDOT SPECIFICATION 8-22. 2. PAINT SHALL BE APPLIED IN TWO APPLICATIONS. THE TIME PERIOD BETWEEN APPLICATIONS SHALL BE IN ACCORDANCE WITH WSDOT SPECIFICATION SECTION 8-22.3(3). NOTES A - �(A J CURB RAMP, LANDING. GUT 1- Permanent Detectable Warning Surfaces (DWS) shall extend the full width of the curb ramp, `r6 / THROUGH Oft WALKWAY DETECTABLE WARNING landing, or other roadway entrance as applicable, iException, If the Manufacturer of the MIN. MAX SURFACE {DWS) - D1NS requires a concrete border around the DWS, a variance of up to 2^ (In) on each side --�� A 1,60" 2.4C7 SEE TRUNCATED DOME SEE NOTE 3 of the DWS is permitted - DETAIL + THIS SHEET I T a o.Bs" - 2- Permanent Detectable Warning Surfaces (DWS) shall be planed on a minimum 4" (in) A B thick concrete pad- The DVS panel shall be placed adjacent to the back of the curb and D G C).45 9 90' , with no more than a 7' in a between the DWS and the back of the curb measured at O D fl,a t40' BACK OFCURB - 2' - U MIN. - the center of the DWS (anal. Exce tiom If the Manufacturer of the selected DWS requires »< TRUNCATED DOME SEE NOTE 2 =- R P q _ ~ ----- - E 0.2" 0,7" x- 7YP. OF ALL a concrete border around the DWS, a variance of up to 2" (in) from the back of the alurb is APPLICATIONS permitted measured at the leading comers of the DWS panel). SECTION _ _ p ( 9 P'a )• TRUNCATED DOME SPACING SEE NOTE 3 SEE STANDARD SPECIFIOA170NS ! 3. The rows of truncated domes Shall be aligned to be parallel to the direction Of travel, _ FOR COLOR OF SURFACE and perpendicular to the grade break at the back of curt. TRUNCATED DOME DETAILS MATCH TO WIDTH OF CURB RAMP, 4- If curb and gutter are not present, such as a shared -use path conneetl'on; the Detectable CURB AND GUTTER - LANCING, CUT -THROUGH OR Warning Surface shall be placed at the pavement edge. w WALKWAY 5. See Standard Plans for sidewalk and curb ramp details. DETECTABLE WARNING SURFACE DETAIL B. If a curb ramp is required, the location of the Detectable Warning Surface must be at WALKWAY CURB RAMP �, LANDING OFFSET the hottom of the ramp and within the required distance from the rail crossing. SEE NOTE 7 LANDING 7- When the grade break between the curb ramp and the landing is less than or equal to WIDTH OF 5 ft. from the back of curb at all points, place the Detectable Warning Surface on the WALKWAY bottom of the curb ramp directly above the grade break. WALKWAY WALKWAY %MDTH OF CUT- g- Clued or stuck down Detectable Warning Surfaces are allowed only for temporary 1 ~THROU{iH (TYF.) WON zone applications, IduJ - DETECTABLE WARNING _ f: SURFACE IDVVS) - -CURB RAMP I SEE NOTE 3 _ WIDTH OF C'UT-THROUGH BACK OF CURB 1- f` Li (TYP-) SINGLE DIRECTION CURB RAMP FLARE FLARE ::pt ' ' MIN- 7 - 4' m (GRADE BREAK BETWEEN CURB AND icEi MW LANDING 5 5 FT, FROM BACK OF CUReI - LEGEND (SEE NOTE 81 BACK OF CURB - DETECTABLE W gWING I O DETECTABLE WARNING WHEELCHAIR DIRECTION SEE NOTE 2 SURFACE (Di SURFACE (TYP•) - DIRECTION OF TRAVEL CURB RAMP w yr LANDING OF TRAVEL SEE NOTE 3 SEE NOTE 3 II VMDTH OF CURB RAMP WALKWVAY II I II PACK OF CURB SEE NOTES 2 & 6 9 BACK OF CURB - WIDTH OF PERPENDICULAR CURB RAMP II SEE NOTE 2 1j, WALKWAY IEEE NOTE sI ISLAND CUT -THROUGH � - � ' WIDTH OF CURB RAMP, MIN. LANCING. OR WALKWAY DETECTABLE WARNING SURFACE (TYP.) - 5 44 H/ DETECTABLE WARNING SEE NOTES 3 AND 8 r 1FiS i -Y SURFACE (DWS) - SEE NOTE 3 - BACK OF CURB - _ = BACK OF CURB - SEE NOTE 2 � SEE NOTE 2 SINGLE DIRECTION CURB fiAlYAp t' MEDIAN CUT -THROUGH DETECTABLE WARNING b f (GRADE BREAK BETWEEN CURB AND SURFACE (DWS)- o Fi9680 p S) 4 VWJDT4 OF SHARED - LANDING s 5 FT FROM BACK OF CURB) SEE NOTES 3 & s (SEE NOTE 5)USE PATH WALKWAY {TYRR},;f tf pYT��4 CURB RAMP CURB RAMP Flo WALKWAY LANDING WALKWAY - WIDTH OF CUT -THROUGH Aug 30, 2021 \) gyp.)" SHARED -USE - PATH OR DETECTABLE WARNING BACK OF CURB - - DETECTABLE WARNING SEE NOTE 2 WIDTH OF SURFACE (t]W4S) -SEE NOTE 3 LANDING PARALLEL CURB RAMP (t3EE NOTE 0) PATH OR WALKWhOP1Y PEDESTRIAN RAILROAD GROSSING ROUNDABOUT SPLATTER WALKWAY SURFACE ISLAND PAVEMENT sHouLDER STANDARD PLAN F-45.10-03 ED I SHEET 1 OF 1 SHEET DETECTABLE WARNING SURFACE {DWS) •- - SEE H07ES 3 & 4 PLACEMENT GUIDELINES SHARED -Ill PATH CONNECTION sitts&hill D C. O , O� pF wGl.��r CIVIL I STRUCTURAL I SURVEY 4815 CENTER STREET I TACOMA, WA. 98409 Nr f 1 V PHONE: (253) 474-9449 I FAX: (253) 474-0153 ` http://www.sittshill.com/ A 46449 Project No.: 19480 Project Mgr.: DCD �° �C1SiEYt� rw`` 1,yi sS�oNAL 6�� Proj. Engineer: DKM/RJJ Proj. Drafter: KLK/DKM �M R-422912 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING Wanders 05/08/2023 SURVEYED: SCALE: AS NOTED VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/183/1991 DATUM • CITY OF • RENTON Planning/Building/Public Works Dept. BROTHERTON BUICK-GMC - RENTON SITE/PAVING DETAILS (PRIVATE) DATE: DESIGNED: DKM/RJJ FIELDBOOK: PAGE: DRAWN: KLK/DKM ONE INCH DRAWING NO: C2.3 B CHECKED.: AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY REVISION BY DATE APPR APPROVED�+D SHEET: 12OF:nn N T O O I N N Ids LO O co It O N N A u