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HomeMy WebLinkAboutR-419306� O'D\ CI 7 En' FACE OF CURB - 6 1 n"= - 5 1/2" 1' 1/2" R. - _ 1" R 1:24 1 1 TOP OF in 1/2" R. ROADWAY 1 1 to T - 1 - 6" CEMENT CONCRETE TRAFFIC CURB AND GUTTER FACE OF ADJACENT CURB - 6 1n"^_ FLUSH WITH GUTTER PAN AT SIDEWALK RAMP ENTRANCE 1:12 1:24 TOP OF 1n"R. ROADWAY 1 io 1 1 - 6" ` DEPRESSED CURB SECTION AT SIDEWALK RAMPS I3/8 • N. PREMOLDED JOINT FILLER E FULL -DEPTH EXPANSION JOINT 6" _ CEMENT CONCRETE 112" R. - 1" R SIDEWALK RAMP VARIES OR LANDING FROM 1 6"TOO 1 318" PREMOLDED JOINT FILLER CEMENT CONCRETE PEDESTRIAN CURB AT SIDEWALK RAMPS AND LANDINGS FACE OF ADJACENT CURB - 6 1 n"_ SEE DEPRESSED CURB DETAIL THIS SHEET 1:24 TOP OF 1 T 1" 1/2"R. ROADWAY 2" 1 — 1 1D I 1' 6" DEPRESSED CURB SECTION AT RESIDENTIAL DRIVEWAYS ONLY. FOR COMMERCIAL DRIVEWAYS SEE STD PLAN 104.2 FACE OF ADJACENT CURB GUTTER SURFACE FACE OF CURB - 6 1 n•_ 112" R. - 1" R. 1 1 TOP OF ROADWAY `v T I 8 1/4" 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 PUBLIC WORKS STD. PLAN — 101 DEPARTMENT • CEMENT CONCRETE CURBS it r SEE NOTES. --/ NOTES: 1. 18 INCH CURB TRANSITION NTS "EE NOTES. E RAISED EDGE DETAIL 1 -0 5 LEVEL �J 1/2• E7tTENo SIDEWALK TRANSVERSE 1'-D' 1'-0' 12• (IN) R I JOINTS TO INCLUDE RAISED EDGE ROU DING 2.0% I to •� ••• � P 4 r 1'QNJ R. i• .•.•. a• 5��., � SEE RAISED EDGE 1'-D" SIDEWALK DETAIL-THISSHE ALL CUT MIN. ES `LOP` 12' (IN) R. (TYP.) i' % 1 1.5% FOR CURB DETAILS SEE STD PLAN 101 aN��cE� rf 318• (IN) PREMOLDED JOINT FILLER TYPICAL WHERE APPLICABLE I 12• (IN) R. (TYP.) FOR CURB DETAILS SEE STO PLAN 1111 i"'--' •.�?--^-:.•r— STING ROADWAY �-J1--------�T CRUSHED ROCK BAS TYPICAL UNDER •CRUSHED SURFACING TOP COURSE (CSTC) SIDEWALK OMPACT TO 95% MODIFIED PROCTOR WITH RAISED EDGE (UNLESS REQUIREMENT WAIVED BY ENGINEER) TYPICAL UNDER ALL CURB, GUTTER & SIDEWALK CSTC UNDER CURB & GUTTER TO BE 6 THICKNESS OR MATCH EXISTING ROADWAY CRUSHED ROCK BASE, WHICHEVER IS GREATER (TYP. FOR ALL CURB & GUTTER). 1 FINISHED GRADE 1-(IN) BELOW TOP OF CONCRFTF SLIRFACF 2'-0" SIDEWALK ADJACENT TO CURB 1 c 1 o MIN ROU DING 12• (IN) R. (TYP.) FOR CURB DETALS _2.0% 159�Gt�, �j SEE STD PLAN 101 ••'��(.. y. f sY�}t5' , • lv •� BRIDGE OR PEDESTRUW RAILING�ylP. >t� TO CURB BARRIER -SEE FOR cuRe DETAILS SIDEWALK SEE STD PLAN 101. (STEEP (STEEP FILL SLOPES) CONTRACT PLANS ALL OR BARRIER mr (IN) R. UYP.) SIDEWALK FLUA318- 1.5% VERTICAL WALLSEE DETAIL (IN) PREMOLDED JOINT FILLER ADJACENT TO CURB AND RAILING OR WALL 8 (IN) PREMOLDED JOINT FILLER FOR SIDE TREATMENT slSIDEWALKBUFFER STRIP SIDEWALK ADJACENT TO WALL DETAIL bhh (SEE NOTE 10) SIDEWALK SECTIONS 12• (IN) R 1 1.5% _ (TYP.) 1.5% MIN. FOR CURB DETAILS SEE STD PLAN 101 BROOMED FINISH OR MATCH EXISTING Or S 4• WIDE. SMOOTH TROWELED PERIMETER FINISHED GRADE 1' (IN) BELOW TOP OF CONCRETE SURFACE FOR PLANTING - FLUSH IF PAVED _ 0' Q/ to,,O /~\ CEMENT CONCRETE CURB ADJACENT TO BUFFER STRIP \ FOR cuRB DErats FORCU CURB DETAILS Or �� SEE STD PLAN 101 5,.0" \\ D\� NOTES / \\-� 1/8• TO 1/4' 1. Four feel of the sidewalk width shall © % I, be the minimum pedestrian accessible route (Ptru frees. rating and horizontal obstructions. Gratings, Access Covers, Junction Boxes, Cable Vaults, Pull Boxes and other `r�o appurtenances Within the sidewalk F must be flush with surface, and match grade of the sidewalk. 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 build per WSDOT Standard Plan F-30.10-03. Paved surfaces must comply With 3. Concrete to be 4,000 PSI. STD PLAN 102.1 as applicable. PUBLIC WORKS DEPARTMENT CONTRACTION JOINT IN SIDEWALK ONLY • •' •!. � TO 'r FULL -DEPTH CURB AND SIDEWALK EXPANSION JOINT IN BOTH (SEE STU PUN 101.1) •--- - 3(8• C_ CONTRACTION JOINT JOINT AND FINISH DETAIL PREMOLDE JOINT FILLER • t.Ir�.• I.P E_ FULL -DEPTH EXPANSION JOINT STD PLAN — 102 CEMENT CONCRETE ,1kPPIO)"• 1.-:1) SIDEWALK r 7 n' LAIAI _--__ ,EXISTING ASPHF PAVEMENT SAWCUT (SEE NOTE 2) RTERIAL 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. I S. PLAN — 103 + :� + PUBLIC WORKS CURB AND GUTTER PPRO D: DEPARTMENT REPLACEMENT DETAIL Z �Z•^O ATE 8ID:1E4 NRUDt5S0EWALKRAMPS I (SEE NOTES', I (SEE NOTE c 191F Of PAVED DRNEWAY REOWRED It FxPANgxR1 ANT RYP-1 CE (SEE ETD PLAN 19]1 CC ISic E I = BEE NOTE A i lEE NOTEt cEIAENT coNcRETE J RN.W Mr. 1T1.1V B CURS AGUTTER !LOPE ITYP.) !SEE NOTE 11 Sa-CONTRACTION JONT (1YP 1 7 (SEE STU, PLAN I'M PLAN VIEW VARIES A 3% UO SEE NOTE S ITYP) L ICE. IN CAEIE aSUN 09PRESMD CW A GUTTER 7a•EAPM910N JOWrfM.! 13�NDrE I7 SECTION A (SEE ETD. PLAN 1074 � - trtRPY►.I �MawrorN .\ 00%DIFFERENCE N SLOPE MAX -aRNEWAY w!i�G`lITNE !LOPE ISLOIE lNOMN E%AG7ERATE01 }_ ,.. tE% tat txEvawAr-•T^'rawa• .,., DAIMMYORELATIVIE N O SHOWN . ME"TWBLCM>M 1 CEMENT C ONCRE-E SIDEWALK TYPE R1 B — ISOMETRIC VIEW (RESIDENTIAL WITH BUFFER) CEMENT CONCRETE cum a GUTTER (Sea ROTE 3) For NOTES STD. PLAN 104.2 o STD. PLAN — 104.3 + + PUBLIC WORKS CEMENT CONCRETE DRIVEWAY PPIR Vi'D DEPARTMENT ENTRANCE - TYPE RIB M OT PROJECT NO. 21019 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING DESIGN SURVEYING 12100 NE 195th St, Suite 300 Bothell, Washington 98017 425.885.7877 4-26-2023 SURVEYED: XXX SCALE: VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DESIGNED; SHM DRAWN: SES ONE IN DATU M CHECKED: SHM AT FULL SCALE IF NOT ONE INCH NO. REVISION BY DATE APPR APPROVED; SHM SCALE ACCORDINGLY CITY OF RENTON Planning/Building/Public Works Dept. Gregg Zimmerman, Public Works Administrator RECORD DRAWING R-419306 IN COMPLIANCE WITH CITY OF RENTON STANDARDS NOV 2021 ROAD DETAILS PAGE: C3.31 T: 6 OF: 15