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Home My WebLink AboutR-38831210 CURB RAMP (MOTH 1'- D• MIN. TRADING TO MATCH (A \ NOTES ��v CURB RAMP MOTH -SEE CONTRACT PLANS \T' / CURB RAMP WIDTH f - T MIN. 1 Provide a separate Curb Ramp for each marked or unmarked Uosswalk LANDING TO MATCH CURB RAMP MOTH - SEE CONTRACT PLANS Curo Ramp location Shall be placed within the width of the associated LANDING - GRADE BREAK LANDINGD I I vOsewalk or Be shown In the Contract Plans. GRADE BRFAK \ SEE CONTRACT PLANS - CURB RAMP - GRADE BREAK 2 Where "GRADE BREAK"is Called oul, the entire length of the grade 4' - T MIN. CEMENT CONCRETE SIDEWALK I break between the two adjacent Surface planes shall be flush. SEE CONTRACT4 PLANS - SEE NOTE 5 p • - 7 MIN. , I PROVIDE $MOOTN 3. Do not place Gratings, Junction Boxes, AcceorDI Access Covers, Of other appuf's- CEMENT CONCRETE TRANSITION TO �,-o, nancee in front of the Cum Ramp or on any part of Dte Curb Ramp or SMEWALK SIDEWALK- SEE NOTE 5 1 OlN (tYP.1 SEE CONTRACT PLANS - I MIK SEE CONTRACT PLANS - Landing. Z MAX 4'-PAW RS1 MAX 4'.PMIN. FLARE (TYP.) SIT ExPANSION 4. See Me Contract Plants for the curb design specified. Sea Standard Plan JOINT (TYP I SUPFE0. WDTN--H TO F-10.12 for Curb. Cu'b and Gutter, Depressed Curb and Gutter. aid 1B-FXPANS10N I CURB RAMP lmmaw PUNF-70.10 CURB RAMP DEPTH (TYP.) Pedestrian Curb details . JOM (Tor .) -SEE I ,� I 5. See Standard Plan F-30.10 for Cement Concrete Sidewalk details. STANDARD PLAN F411.10 BREAK Jam" See Contract Plane for width and placement of sidewalk. GMOE BREAK IWFAK TRANSITION TO SIDEWALK Bl1FFER, IF w ' PRESENT, OR TO BACK OF CURB (TYP.) - 6- SEE CONTRACT PLANS B. The Bid Item "Cement Concrete Curb Ramp Type _" does not include '40%A1{k=«;z))`i` tom - the actacerlt Curb, Cum and Gutter, Depressed Curb and Gutter, .. ....... ... :::, ..L:.i: a •:.._._ ..:- •..:•1`..::: Pedestrian Curb or Sidewalk. CAND, UT CURB CEMENT CONCRETE AND GUTTER - _-- - CURB, OR CURB PEDESTRIAN CURB - 7. The Curb Ram maximum running Slope shell not require the ram length SEE NOTE 4 . _ _ - _ `f AND GUTTER - - SEE NOTE 4 P 9P ng 1 DETECTABLE WARNING SURFACE - SEE NOTE 4 D I to exceed 15-feel to avoid chasing the cope Ihde(Im:ely when Connecting SEE aTANDARD PUN F416.10 _ DELECTABLE NYIRNHG 5URFACE- to steep grades. When applying the 15-foot maximum length. the running FACE OF CURB 1 _ _ _ FACE OF CURB I SEE STANDARD PUN P• 5.10 slope Of the Curb Ramp shall as flat as feasible. MEASURED PARALLEL DEPRESSED CURB AND GUTTER - E DEPRESSED CURB AND GUTTER S_ Curb Ramp, Landing, and Flares shall receive broom finish See TO CURB (TYP.) CRDB6imiu, SEE NOTE a CROSSWALK Standard SpeClOeadons 8-14. I• L_ LEGEND SLOPE IN EITHER DIRECTION PLAN VIEW PLAN VIEW TYPE PERAFJOIgJLARA TYPE PERPENDICULAR B DETECTABLE WARNING SURFACE - (SHOWM WITH BUFFER) CEMENT CONCRETE OFTFCTABLE WARNING SURFACE - SEE STANDARD PLAN F-4&10 - PEDESTRIAN CURB - SEr STANDARD PLAIN F46.10 ' GRADE BREAK SEE PMIK_ -`�.0' MAX. :'.:::� t,.'. •: SlDPE 7RFATIENT- BIi NOT CONORACTPTRNS SEE COUNTER SLOPE - SEE STANDARD I Fd0.10 -GRADE BREAK /r 5.0% IAAX r R. TYP. - .• •• DEPRESSED CURB AND GUTTER - 2.D%YAX. d3%" \ T.1 OF ROADWRY `1 •••• . SEE NOTE 4 CEIACNT LONG ETE CURB pATRI(.a. LANDING- CURB RAMP - ND DUTTER - SEF NOTE A LANDING �O OT a DEPRESSED CUM AND GUTTER - SEE STANDARD PLAN P40.12 CLUB RADIUS DETAIL SECTION O m CEMENT S' PA CURB RAMP RYPE PERPENDICULAR�-A q4o +56sAA0 2Q' PPPERPENDICULARULAR UTAR B' PAY LINT - 8tF fKYfE B e I STb 10 AL eNG S•30 (3 PERPENDICULAR CURB RAMP STANDARD PLAN F-40.15-02 SHEET 1 0= 1 SHEET APPR OF R BLIGATION auo ISOMETRIC VIEW ISOMETRIC VIEW '•rco "r,:c.Aw ,a TYPE PERPENDICULAR A PAY LIMIT TYPE PERPENDICULAR B PAY LIMIT w.Mk,.s" sra. 0..."i.-..r ----- NOTES: 1. TRUNCATED DOMES TO BE HIGH CONTRAST, NOT YELLOW 5tt utlAll 10 3/6" PREMOLDED c JOINT MATERIAL FLUSH WITH PAVEMENT LIT. PERP. OR RADIAL TO CURB (TYP) NOTES: 1. RAMP AND APPROACHES SHALL BE KEPT CLEAR OF OBSTACLES INCLUDING HYDRANTS, POLES AND INLETS. 2. DETERMINATION OF RAMPING OF SIDEWALKS SHALL BE AS DIRECTED BY THE ENGINEER. 3. 24" WIDE WARNING STRIP SHALL BE PROVIDED ADJACENT TO THE EXPANSION JOINT AS SHOWN. VERTICAL CONCRETE CURB OR EXTRUDED CURB I F O PRIVATE ON -SIZE ONLY NTS In -Line Access Ramp 5 1' TAnrn .LT PAVEMENT GRADE PRIVATE ON -SIZE ONLY NTS Tapered Curb End 9 City Of Renton Std Dtl F-40.15-02 Standard Access Ramp CONCRETE SIDEWALK SEE DETAIL �1 3/8" PREMOLDED DEPRESSED CURB FLUSH W/ PAVEMENT SEE DETAIL c CONCRETE VERTICAL CURB SEE DETAIL \ CC3.1100 DRIVEWAY APPROACH OR ASPHALT PAVING SEE DETAIL (a)OR ; ' 1 C3.1-2 C NOTES: 1. RAMP AND APPROACHES SHALL BE KEPT CLEAR OF OBSTACLES INCLUDING HYDRANTS, POLES AND INLETS. z PRIVATE ON -SITE ONLY NTS Corner Access Ramp CONCRETE WHEEL STOP W/ (1) NO. 4 BAR (EACH END) APPLY EPDXY RESIN TO CONTACT SURFACES ASPHALT PAVING a a a EMBED DOWEL 0 00 00 0 6" MIN. )oo a000a000aoo NTS I 0 Wheel Stop W 0 2 z cc a 0 Approved By: Approved By: Approved By: Approved By: In Compliance W/ City Of Renton Standards Date: _ Date: Date: Date: VARIES (SEE CONTRACT) BROOMED (SEE NOTE 1) 1 VARIES (SEE CONTRACT) FINISH (TYP.) GROOMED CEMENT CONIC PEDESTRIAN CURB (TYP.) 3/8" (IN) EXPANSION JOINT (TYP.) - SEE STANDARD PLAN F-30.10 (SEE NOTE 1) FINISH (TYP,) DRIVEWAY ENTRANCE (WHEN SPECIFIED IN CONTRACT) - SIDEWALK SEE STANDARD PLAN F-10.12 (TYP ) 318" (IN) EXPANSION JOINT (TYP.) -SEE STANDARD - CEMENT CONC SIDEWALK CEMENT CONCRETE 3" (IN) R. (TYP-) PLI AN F-30.10 SIDEWALK MATCH SIDEWALK WIDTH (SEE CONTRACT) *� *� A (SEE CONTRACT) I I I PLAN VIEW CEMENT CONCRETE CURB B CEMENT CONCRETE AND GUTTER (SEE NOTE 3) 5' - 0 2' - 6" DRIVEWAY TAPER (TYP) C DRIVEWAY ENTRANCE TYPE 1 CURB AND GUTTER NOTES (SEE NOTE 3) (TYP•) (TVP) PLAN VIEW SIDE SLOPE (TYP) TYPE 2 1. When the driveway width exceeds 15' (ft), construct a full depth 15' MAX. (SEE NOTE 8) VARIES 15' MAX. (SEE NOTE 6) expansion joint with 318" (in) joint filler along the driveway centerline. 112" (IN) UP BETWEEN GRADE (TYP) (SEE CONTRACT) (TYP) > See Standard Plan F-30.10. Construct expansion joints parallel ROADWAY GUTTER BREAK GRADE GRADE BREAK with the centerline as required at 15' (ft) maximum spatting when (SEE CONTRACT) AND CURB,OR SEE BREAK NOT STEEPER THAN * * - (SEE CONTRACT) e driveway widths exceed 30' (ft). CONTRACT PLANS ROAD GRADE �^ ,.-,•::...•'-. 2. See Standard Plan F-30.10 for sidewalk details. 112" (IN) R- (TYPO * ra DEPRESSED CURB AND •' 3. Curb and Gutter shown: see the Contract Plans for the GUTTER (SEE NOTE 3) PEDESTRIAN RAMP a 4 1 PEDESTRIAN RAMP curb design specified. See Standard Plan F-10.12 forto - CEMENT CONCRETE �� Curb Details. 3/8" (IN) EXPANSION JOINT (TYP.) - DRIVEWAY SIDEWALK (TYP-) SECTION L N 1 SEE STANDARD PLAN F-30.10 4. Avoid placing drainage structures, junction boxes (SEE NOTE 7) SIDEWALK DRIVEWAY RAMP or other obstructions in front of driveway entrances. 318" (IN) EXPANSION JOINT MP) - 112" (IN) LIP BETWEEN SEE STANDARD PLAN F-30.10 ROADWAY GUTTER 5. Where "GRADE BREAK" is called out, the entire length of the SECTION C (SEE CONTRACT) (SEE CONTRACT) AND CURB (OR SEE line between the two adjacent surface planes shall be flush. 1l2" (IN) R CONTRACT) LEGEND 6, The Pedestrian Ramp length is not required to exceed15 feet (TYP.) (SEE CONTRACT) a rrAND DEPRESSED CURB (unless otherwise shown in the Contract Plans). When applying SLOPE IN EITHER DIRECTION ON GUTTER the 15-foot max. length (measured from back of sidewalk) the •. ,.... ,.. -y : . • * fD C (SEEN E 3) p 1.5% OR FLATTER RECOMMENDED FOR running slope of the pedestrian ramp is allowed to exceed 8.3 /o. * DESIGNIFORMWORK MAX.) • • `'' ' (2% Use a single constant slope from bottom of ramp to top of 7 5% OR FLATTER RECOMMENDED FOR OTT 2� c�G L DRIVEWAY RAMP ramp to match into the sidewalk over a horizontal distance * * DESIGNIFORMWORK (8.3% MAX.) A, O1 USg! DRIVEWAY 3/8" (IN) EXPANSION JOINT (TYP) - of 15 feet. (SEE NOTE 6) 4 yAti� (SEE NOTE 7) SEE STANDARD PLAN F•30.10 7. Beyond limits shown. Pay item does not include driveway. All, SECTION O See Contract Plans - "CEMENT CONCRETE DRIVEWAY C ENTRANCE TYPE 2" PAY LIMITS "CEMENT CONCRETE DRIVEWAY 1� CONTRACTION JOINT (TYP.) - SEE STANDARD PLAN F-30.10 ENTRANCE TYPE 1" PAY LIMITS FOR RAMP LENGTHS GREATER THAN 8' - 0" PROVIDE S T BV t� CONTRACTION JOINT EQUALLY SPACED 4'- 0" MIN. OC. sSIONAL g�G DRIVEWAY (SEE NOTE 7) �/ u DRIVEWAv ;}.} 1.-I -I .�.T.Zn i'V CL 4000 CONCRETE PER STANDARD SPEC. 5-06.3 ISOMETRIC VIEW TYPE 1 - PAY LIMITS o n' MIN _ -- �LXISIING A5PHA PAVEMENT SAWCUT (SEE NOTE 2) ARTERIAL STREET MINIM 7" HMA (or ACP Class B) (SEE NOTE 1), OVER 6.. CRUSHED ROCK RESIDENTIAL STREET MINIMUM I 4" HMA (or ACP Class B) (SEE NOTE 1). OVER 6" CRUSHED ROCK NOTES: 1. MUST MATCH EXISTING THICKNESS IF GREATER, 2. SAWCUT SHALL BE POSITIONED 1' - 0" BEYOND EDGE OF DAMAGED PAVEMENT. 3. THE INTENT OF THIS DESIGN IS TO DESCRIBE PAVEMENT PLACEMENT AT THE GUTTER FACE. SEE STANDARD PLAN FOR CEMENT CONCRETE CURBS - PUBLIC WORKS ?E�1• DEPARTMENT Fc14s7m;if;`: tli;! CURB AND GUTTER REPLACEMENT DETAIL (SEE N CL 40DO CONCRE PER STANDARD SPEC. 84 City Of Renton Std Plan 103 I I Curb And Gutter Replacement CEMENT CONCRETE DRIVEWAY ENTRANCE TYPES 1, 2, 3, & 4 STANDARD PLAN F-80.10-04 SHEET 1 OF 2 SHEETS APPROVED FOR PUBLICATION �q�cra:,. kIT _ . �a �,IL.�L ]J,'ll STATE DESIGN ENGINEER Alllllllh Washington State D•portmenl of Tronsporlalion 170 City of Renton Std Dtl F-80.10-04 Cement Concrete Driveway :3 Not UseNd 12 TITLE LONGACRES BUSINESS CENTER SW 27TH ST & NACHES AVE SW CONSULTANT COUGHLIN PORTER LUNDEEN 801 SECOND AVENUE - SUITE 900 SEATTLE, WA 98104 P: 206/343-0460 F: 206/343-569 I A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION ISSUED: DATE DESCRIPTION 03/09/2016 BUILDING PERMIT RESUBMITTAL KEY MAP: PROJECT NUMBER C152268-03 DRAWN BY SAS ISSUE DATE 05/04/2017 SEAL SHEET TITLE / NUMBER Paving Details C30 R-388312