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Home My WebLink AboutR-422012O �J V Z ry < n 2 0 r r� v /C) co C) LO U FACE OF CURB 6 1/2" 51l2" 1" 112" R. 1" R. 1:24 1 1 TOP OF to 1/2" R. ROADWAY r l T ca T CEMENT CONCRETE TRAFFIC CURB AND GUTTER FACE OF ADJACENT CURB _ 6 1/2"-- FLUSH WITH GUTTER PAN AT SIDEWALK 1:12 DEPRESSED CURB SECTION AT SIDEWALK RAMPS � — 13' I • _:_.__- PREMOLDED JOINT FILLER E FULL -DEPTH EXPANSION JOINT TOP OF ROADWAY 6" 1/2" R. VARIES 1 FROM 6"TOO 6" r C AT S3 _ 6 1/2"a' I 2" 1 CEMENT CONCRETE SIDEWALK RAMP OFAANDING "PREMOLDED T FILLER T CON TE TRIAN C RAMPS AND INGS FACE OF ADJACENT CURB SEE DEPRESSED CURB DETAIL THIS SHEET 1:24 TOP OF 1rl& ROADWAY DEP OSED CURB TION AT SIDENTIAL DRIVEWAYS LY. FOR COMMERCIAL DRIVEWAYS SEE STD PLAN 104.2 FACE OF CURB FACE OF ADJACENT CURB GUTTER SURFACE _ 6 1/2"�1 5 112" 1" 112" R. _ r 1" R. 1 TOP OF ROADWAY CEMENT CONCRETE TRAFFIC CURB DEPRESSED CURB DETAIL AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS, AND ALLEYS GENERAL NOTES. 1. See standard plans 102 and 101.1 for Curb expansion and contraction joint spacing. 2. Expansion joint shall be full depth, 3/8" (in.) premolded joint filler. 3. For Depressed Monolithic Driveway Curb & Gutter Section, see Standard Plan 104.2 STD. PLAN — 101 ,,� PUBLIC WORKS CEMENT CONCRETE CURBS ;:� �I� DEPARTMENT' ,CURB AND GUTTER BACK OF CURB FACE OF CURB TOP OF CURB PROJECTION - -f 6.I5 1 CEMENT CONCRETE TRAFFIC CURB AND —// GUTTER PER COR STD PLAN 101 12» CURB CUT DETAIL BACK OF CURB FACE OF CURB NTS NTS CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER COR STD PLAN 101 B' RAISED EDGE DETAIL 1 ' a 6-1 SIDEWALK LEVEL _..J 1fr EXTEND SIDEWALK TRANSVERSE 1' - 0' 1' • 0" 1/2- OM R I JOINTS TO INCLUDE RAISED EDGE ROU DING ;. 1 112• (IN) R. (TYP.) V... a I_1.5% • ►' Spa►\'' - r•� SEE RAISED EDGE 1'.0' SIDEWALK DETAIL - THIS SHE TYPICAL LINDE ALL CUT SIDEWALK MIN. SLOP WITH RAISED EDGE L�� • FOR CURB DETAILS -SEE STD PLAN 101 WPM iP 51 I BRIDGE OR PEDESTRIAN S�aaWa RAILING 4 BARRIER - SEE SIDEWALK CONTRACTPLANS I 12' (IN) R. (TYP.) FLUSH ' I i 5-% !•r VERTICAL WALL SEE DETAIL 018• (IN) PREMOLDED JOINT FILLER ADJACENT TO CURB AND RAILING OR WALL FOR SIDE 2'-0' SIDEWALK 0• 1' 0•' MIN. IU DING 1rr (IN) R. (TYP.) _2.0% '-• FOR cuRa DETAILSADJACENT TO CURB SEE STD PLAN 101. (STEEP FILL SLOPES) -WALL OR BARRIER SIDEWALK 12• TREATMENT SIDEWALK BUFFER STRIP SIDEWALK ADJACENT TO WALL DETAIL __bTLOTRER(SEE NOTE 10) SIDEWALK 1/2-0 N) R. SECTIONS 1 AILS Rom) FOR CURB IDPLAN 101 1.5% MIN. SEE STD PLAN 101 FINISHED GRADE 1• (IN) BELOW TOP OF CONCRETE SURFACE FOR PLANTING -FLUSH IF PAVED 0' 10'' S' ADJACENT TO BUFFER STRIP Orb- (IN) PREMOLDED JOINT FILLER TYPICAL WHERE APPLICABLE FOR CURB DETAILS SEE STD PLAN 101 STING ROADWAY CRUSHED ROCK BAS CRUSHED SURFACING TOP COURSE (CSTC) COMPACT TO 95% MODIFIED PROCTOR (UNLESS REQUIREMENT WANED BY ENGINEER) TYPICAL UNDER ALLCURB, GUTTER & SIDEWALK. CSTC UNDER CURB & GUTTER TO BE 6- THICKNESS OR MATCH EXISTING ROADWAY CRUSHED ROCK BASE, WHICHEVER IS GREATER M. FOR ALL CURB & GUTTER). 1 FINISHED GRADE 1-ON) BELOW TOP OF CONCRETE SURFACE FOR CURB DETAILS SEE STO PLAN 101 BROOMED FINISH OR MATCH EXISTING a• VADE, SMOOTH TROWELED PERIMETER CEMENT CONCRETE CURB (CURB AND GUTTER SHOWN) FOR CURB DETAILS SEE STD PLAN 101 z Ire TO va NOTES\ 1. Four feet of the sidewalk width shall be the minimum pedestrian CONTRACTION JOINT . • �a P IN SIDEWALK ONLY►! accessible route tFAR) free of vertical ► • RT0 and horizontal obstructions. s. Gratings, ►" ! • Access Covers, Junction Boxes, FULL -DEPTH EXPANSION JOINT IN BOTH Cable Vaults, Pull Boxes and other CURB AND SIDEWALK (SEE STD PLAN 101.1) appurtenances within the sidewalk `r�a�cy� are C CONTRACTION JOINT must be flush with surface, and match 9� grade of the sidewalk. JOINT AND FINISH DETAIL 2. Monolithic Cement Concrete Curb and Sidewalk is not permitted in new For other referenced NOTES see ' construction. When replacement work STD PLAN 104.2. necessitates a Monolithic Cement Concrete Curb bulld per WSDOT PREMOLOE Standard Plan F-30.10-03. Paved surfaces must comply with JOINT FILLER STD PLAN 102.1 as applicable. E FULL -DEPTH 3. Concrete to be 4,000 PSI. EXPANSION JOINT • PUBLIC WORKS CEMENT CONCRETE STD. PLAN — 102 DEPARTMENT SIDEWALK ' i;[7 it 1 SIDEWALK R-1 /2" (TYP) 8" CLASS "B» CONCRETE NO. 4 BARS 12" O.C. EACH WAY VALLEY GUTTER 10" TYPE II AGGREGATE BASE COMPACTED TO 95% RELATIVE DENSITY NTS 1 CCP SUBMITTAL #1 05/10/21 SURVEYED: 04/01/21 DESIGNED: AD/CH/NW DRAWN: AD/CH/NW w CHECKED: CM Laz1 NO. REVISION BY DATE APPR APPROVED: SCALE: AS SHOWN ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY NTS VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M CLASS ' '^ INCH F CRUSHED SURFACING J SUBGRADE BASE COURSE COMPACTED TO 95% (TYP) PAVING SECTIONS SHOWN ARE PER RECOMMENDATIONS FROM DRAFT GEOTECHNICAL REPORT PREPARED BY PANGEO INC. DATED JUNE 2021 LIGHT ASPHALT PAVEMENT NTS CLASS 1/2 INCH HMA CRUSHED SURFACING —J SUBGRADE BASE COURSE COMPACTED TO 95% (TYP) PAVING SECTIONS SHOWN ARE PER RECOMMENDATIONS FROM DRAFT GEOTECHNICAL REPORT PREPARED BY PANGEO INC. DATED JUNE 2021 HEAVY ASPHALT PAVEMENT NTS PORTLAND CEMENT CONCRETE CRUSHED SURFACING J SUBGRADE BASE COURSE COMPACTED TO 95% (TYP) PAVING SECTIONS SHOWN ARE PER RECOMMENDATIONS FROM DRAFT GEOTECHNICAL REPORT PREPARED BY PANGEO INC. DATED JUNE 2021 PORTLAND CEMENT CONCRETE PAVEMENT SECTION CITY OF RENTON Planning/Building/Public Works Dept. M LO I- N C) N N �, U R-422011 01 /04/2023 O IN COMPLIANCE WITH CITY OF RENTON STANDARDS J V DEVELOPMENT ENGINEERING Z JChavez 01 /31 /2023 Q n 2 DATE: 600 SW 10TH PARKING LOT 08/30/2022 FlELDBOOK: PAGE: DRAW N5O3 0 PAVING DETAILS SHEET: 11 OF: 22 C)