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Home My WebLink AboutR-3919101- Q J In T Z O Z W rr O 1- W W �2 V) LI.I < z L, SEE SHEET 11 IE=509.84 A AREA INLET A GRATE=512.53 IE=509.73, 6"(S,NE,E) T C13#20, TYPE 1 A7 GRATE=512.56 IE=506.81, 6"�N) IE=504.81, 12 '(S) (PRIVATE) \ O2 12LF., 12" LCPE@S=60.0% (PRIVATE) A 47LF., 6" SD@S=6.21 % CURB RAMP WIDTH 4' - 0" MIN. LANDING TO MATCH CURB RAMP WIDTH - SEE CONTRACT PLANS I LANDING � GRADE BREAK LANDING GRADE BREAK CURB RAMP \ SEE CONTRACT PLANS - SEE CONTRACT PLANS - _ CEMENT CONCRETE 4'- 0" MIN. SIDEWALK - SEE NOTE 5 4'-0"MIN. 1 I \ Y I PROVIDE SMOOTH TRANSITION CEMENT CONCRETE TO SIDEWA-K WIDTH SIDEWALK - SEE NOTE 5 (TYP.) SEE CONTRACT PLANS - * 4'-0"MIN. FLARE (TYP.) 3/8" EXPANSION JOINT (TYP.) - SEE 318" EXPANSION CURB RAMP STANDARD PLAN F-30.10 JOINT (TYP.) - SEE STANDARD PLAN F-30.10 GRADE BREAK TRANSITION TO SIDEWALK BUFFER, IF GRADE BREAK PRESENT, OR TO BACK OF CURB (TYP.) - .................... ••••••••• SEE CONTRACT PLANS .....E.•:::: v, CURB, OR CURB ............. AND GUTTER - -� CURB, OR CURB SEE NOTE 4 - AND GUTTER - DETECTABLE WARNING SURFACE - SEE NOTE 4 FACE OF CURB I SEE STANDARD PLAN F-46.10 FACE OF CURB MEASURED PARALLEL DEPRESSED CURB AND GUTTER - TO CURB (TYP.) CROSSWALK SEE NOTE 4 I L_ 1O CONTRACTION JOINT (TYP.) - SEE STANDARD PLAN F-30.11 FOR CURB RAMP LENGTHS GREATER THAN 8'- 0" PROVIDE PLAN VIEW CONTRACTION JOINT EQUALLY SPACED 4'- 0" MIN. DC. TYPE PERPENDICULAR A DETECTABLE WARNING SURFACE - SEE STANDARD PLAN F45.10 A a eelAl rG n .AAV -% r SLOPE TREATMENT - SEE STANDARD PLAN F-30.10 CEMENT CONCRETE PEDESTRIAN CURB - SEE NOTE 4 wr.o L.,rwr SECTION AO CEMENT CONCRETE CURB RAMP "TYPE PERPENDICULAR 'A" PAY LIMIT - SEE NOTE 6 DETECTABLE WARNING SURFACE - SEE STANDARD PLAN F-45.10 3" R. TYP. DEPRESSED CURB AND GUTTER - SEE NOTE 4 CEVENT CONCRETE CURB AND GUTTER - SEE NOTE 4 CURB RADIUS DETAIL OB A NOTES CURB RAMP WIDTH 4'- o" MIN. 1 At marked crosswalks, the connection between the curb ramp and the road - LANDING TO MATCH CURB RAMP WIDTH - SEE CONTRACT PLANS way must be contained within the width of the crosswalk markings. I 2 Where "GRADE BREAK" is called out, the entire length of the grade break GRADE BREAK between the two adjacent suface planes shall be Flush. 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 Ramp where it connects to the roadway. SEE CONTRACT 4 See Contract Plans for the curb design specified. See Standard Plan MIN. PLANS - 4'- 0" MIN. * F-10.12 for Curb, Curb and Gutter, Depressed Curb and Gutter, and BUFFER WIDTH -MATCH Pedestrian Curb details. I yr TO CURB RAMP DEPTH (TYP.) 5 See Standard Plan F-30.10 for Cement Concrete Sidewalk Details. See Contract Plans for width and placement of sidewalk. m v 6 The Bid Item "Cement Concrete Curb Ramp Type _" does not include the adjacent Curb, Curb and Gutter, Depressed Curb and Gutter, Pedestrian w 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, PEDESTRIAN CURB - the running slope of the Curb Ramp is allowed to exceed 8.3%. Use a SEE NOTE 4 single constant slope from bottom of ramp to top of ramp to match into DETECTABLE WARNING SURFACE - the landing over a horizontal distance Of 15 feet. Do not Include the SEE STANDARD PLAN F-45.10 abutting landing in the 15-foct max. measurement. DEPRESSED CURB AND GUTTER 8 Curb Ramps and Landings sTall receive a broom finish. See Standard 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 Ramp or Landing and there will not be material to retain. PLAN VIEW TYPE PERPENDICULAR B (SHOWN WITH BUFFER) GRADE BREAK COUNTER SLOPE - 5.0%MAX - TOP OF ROADWAY DEPRESSED CURB AND GUTTER - SEE STANDARD PLAN F-10.12 ISOMETRIC VIEW TYPE PERPENDICULAR A PAY LIMIT CEMENT CONCRETE CURB RAMP "TYPE PERPENDICULAR "B" PAY LIMIT - SEE NOTE 6 LEGEND SLOPE IN EITHER DIRECTION * 1.5 OR FLATTER RECOMMENDED FOR DESIGN/FORMWORK (2% MAX.) * * 7.5% OR FLATTER RECOMMENDED FOR DESIGN/FORMWORK (8.3% MAX.) * * * 9.5% OR FLATTER RECOMMENDED FOR DESIGN/FORMWORK (10% MAX.) ISOMETRIC VIEW TYPE PERPENDICULAR B PAY LIMIT -0p WAS#/28680 t� GI S TeV�oGN��cv slONAL E0 Zeller, Scott Jun 24 2016 7:20 AM PERPENDICULAR CURB RAMP STANDARD PLAN F-40.15-03 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION Carp-W,,, mR eQ/YfIC/ltV'L. �1# Jun 292e162. 2R I'M o,s _ STATEDESIGN ENGINEER Washington State Department of Transportation GRAPHIC SCALE 0 5 10 20 I inch = 10 feet 6" CONCRETE APRON W/ 4 REMOVEABLE BOLLARDS PER CITY DWG. NAME H021 , SEE SHEET 13 I I I CONSTRUCTION RECORD DRAWING THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILE PREPARED BY OFFE ENGINEERS, PLLC AND HAS BEEN EDITED TO REFLECT FIELD VERIFIED AAS-BUILT REVISION 12-1 1-2018 INVERT AND RIM ELEVATIONS OF THE STORM, SANITARY AND WATER SYSTEM. FIELD VERIFIED INVERT AND RIM ELEVATIONS WERE PROVIDED BY PACIFIC COAST SURVEYS, INC., ON DECEMBER 10, 2018. THE ON -SITE PRIVATE STORM DRAINAGE AND PUBLIC/PRIVATE 7 AS -BUILT DLO 12/2018 WATER AND SEWER SYSTEMS WERE INSTALLED IN ACCORDANCE WITH THE APPROVED tiZ, L , pay, 6 REVISED ROCKERY TO SAVE TREE DLO 9/201 s PLANS AND THE DOCUMENTED FIELD REVISIONS AND FUNCTION AS INTENDED. OFFS ENGINEERS ��°FeWASy,N�To 5 REVISED VAULT PER CITY COMMENTS DLO 6/2018 SURVEYED:SCALE: SURVEYING SCALE. HORI20NTALLNAVD 19 �a ya 4 REVISED PER CITY COMMENTS DLO 2/2018 CITY OF 13932 SOUTHEAST 159TH PLACE Ao _ DESIGNED: 3 REVISED PER CITY COMMENTS DLO 1/2018 D.L. OFFE, P.E. � RENTON RENTON, WASHINGTON 98058 a 2 REVISED PER CITY COMMENTS DLO 9/2017 DRAWN: OFFE, P.E. • PHONE: 425-260-3412 27460 ONE INCH �'o�?'F� �o0 1 REVISED PER CITY COMMENTS DLO 2/2017 CHECKED: AT FULL SCALE DATUM CONTACT: DARRELL OFFE, P.E. FSS�ONALI IF NOT 0 APPROVED: SCALE ACCORDINGLY Planning/Building/Public Works Dept. 12/12/2018 N0. REVISION BY DATE APPR remamble watertight nupling or flange 2' min. In plate waded to elbow with orifice as, specified ELBOW RESTRICTOR DETAIL IBOIIBiTRIC elevation per plans r min under pa+emem 16" nez. e" min. elbow restrirAor, see detail pipe supports see Noe 6- -FI D 1 invrxt and I. Ann por plans welded matrlctor plant with orifice diameter se, specified (not needed If for spill central only) WIMMON AA 2'minclearance .a podion of f p-T Indudlnp dhows A NOTES: 1. Use a mimimum of a 54" diameter type 2 catch basin. 2. Outlet Capacdy: 100-Year developed peak flow. 3. Metal Parts: Corrosion resistant. Non -Galvanized parts perferred. esow reahictp see detail Galvanized pipe parts to have asphalt treatment 1. 4. Frame and ladder or steps offset so: A. Cleanout gate Is visible from top. B. Climb -down space is dearof riser and cleancut gate. C. Frame is clear of curb. 5. II metal ou0el pipe connects to cement concrete pipe: outlet pipe to have smooth O.D. equal to concrete pipe I.D. less ?. 6. Provide at least one 3" X .09Cgage support bracket ancharad to concmtewall. (maximum T-O'vertloal spacing) 7. Locate elbow restrictor(s) as necessary to provide minimum clearance asshown. 8. Locate additional ladder rungs in structures used as access to tanks and .cults to allow access Wien catch basin Is filled with water. &solid rover marked "DRAIN" with locking belts see note 3 vertical bar grate for secondary inlet steps or sheer get. will, control rod for deenavdrain (rod bent as regwred for vertical aliglmwt with cover) radtltlonal ladder rungs (in seta) a allow access to tanks or vwh when catch Ia filled An water PWI YIEA PUBLIC WORKS FLOW RESTRICTOR STD. PLAN - 287.00 aDEPARTMENT OIL POLLUTION CONTROL TEE MARCH 2O08 SECTION 42 PIPES, OUTFALLS, AND PLJMPS FIGURE 4.2.2.A PH'E/CULVERT DISCHARGE PROTECTION channel Required Dimensions qC_K_�_2A" _ ' ,, 8' for rock lining 12' for rip rap see Table 4.2.2.A. C 0 a O q 00 PLAN NTS place rock 1' above crown both sides of channel for "A" < 8' one side of channel for "A" > 8' - ill T min. discharge pipe k�7 filter fabric liner - V or 2' rock thickness under rock see table 4.4.1.A SECTION A -A NTS 1/9/2009 2009 Surface Water Design Manual 4-32 frame �o n�n (4' min.) Y c %9 w 0 30'min a o 2' y Y O O O O RECORD DRAWINGS R-391910 IN COMPLIANCE WITH CITY OF RENTON STANDARDS RENTON 14 PLAT KENDALL HOMES, INC. TRACT A LAYOUT PLAN 6201 NE 4th STREET 10 a J DATE: 12/12/2018 Tf FlELDBOOK: L PAGE: O DRAWING N0: Z SHEET: 10 OF:2 W Q CJ