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Home My WebLink AboutR-393511' ^ FACE OF CURB co 6 112" �-�r� 5 112"" . . 1 ` 'J 112' R. 1" R. 1:24 Q TOP Or 112" R, i ROADWAY LUyy a q CEMENT CONCRETE TRAFFIC CURB AND GUTTER FACE OF ADJACENT CURB 6112" FLUSH WITH GUTTER + PAN AT SIDEWALK RAMP ENTRANCE 1:12 ' 1:24 ' TOP OF ROADWAY DEPRESSED CURB SECTION AT SIDEWALK RAMPS B" _ C EME NT CO N CRETE 112' R, I'R. r SIDEWALK RAMP VARIES I / I OR LANDING FROM c Li" TO D , !_.. 319" PR£MOLDED JOINT FILLER CEMENT CONCRETE PEDESTRIAN CURB AT SIDEWALK RAMPS AND LANDINGS �- FACE OF ADJACENT CURB s 112" SEE DEPRESSED CURB DETAIL THIS SHEET 1.24 ' TOP OF 112" R ROADWAY p o a q ' q DEPRESSED CURB SECTION AT RESIDENTIAL DRIVEWAYS ONLY. FOR COMMERCIAL DRIVEWAYS SEE STD PLAN 104.2 FACE OF CURB FACE OF ADJACENT CURB GUTTER SURFACE s 112" 1 5 1171� V. Ir r TOP OF ' a ROADWAY 1" R. I o I" R. a • b 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. Not used, 3. For Depressed Monolithic Driveway Curb & Gutter Section, see Standard Plan 144-2 STD. PLAN -- 101 PUBLIC WORKS CEMENT CONCRETE CURBSPR 'ED DEPARTMENT I Z IV C a 1/2"X4" EXPANSION MATERIAL 1/4"R AT JOINTS SCORE LINES TO BE RADIAL A TO CURB AND GUTTER } 1/2"X4" EXPANSION MATERIAL 1/L"R AT JOINTS "W"-1'I CTH OF SIDEWALK 1/2"X4" EXPANSION MATERIAL CEM- CONC. CURB AND GUTTER 1/4'R AT JOINTS A rT SCORE LINES g W 1/2"X5" FXPANSION MRTE_�IIIL CURB RETURN 1/4"/FI. SLOPE ONLY 1/2"R 1/4"/FT- SLOPE 1 /2 R 4 r1 /2 R rJ � PAVFNFNT AS FFR PI P.NS 4" IT. PAVEMENT AS PER PLANS STANDARD CEM. CONC. PARKWAY STANDARD CEM- CONCCURB AND GUTTER GUTT CURB AND GUTTER SECTION A —A SECTION B—B SEE SHEET 2.5.1 FOR ROADWAY DEVELOPMENT STANDARDS GENERAL NOTES: JOINTS: DUMMY JOINTS SHALL BE PLACED NOT TO EXCEED 15' C/C NOR LESS THAN 10' C/C- THEY SHALL NOT BE LESS THAN 3/'6• IN THICKNESS AND SHALL BE EXTENDED 2" BELOW THE GUTTER LINE. 1/2" THRU JOINTS SHALL BE PLACED AT ALL COLD JOINTS AS DIRECTED BY ENGINEER AND SHALL EXTEND 1" BELOW CONCRETE. WHERE THE SIDEWALK IS TO BE PLACED AGAINST THE CURB AND GUTTER, THE JOINT SHALL BE A COLD JOINT, 1/2"X 5- EXPANSION MATERIAL SHALL BE PLACED FROM P.C-'S TO P-T.'S AT ALL CURB RETURNS- 1/2-X4• EXPANSION MATERIAL SHALL BE PLACED AT EVERY FOURTH SIDEWALK PANEL. THE CONCRETE MIX FOR SIDEWALKS SHALL CONFORM TO THE REQUIREMENTS OF CLASS B (3/4") OATH AIR ENTRAINMENT - THE CONCRETE SHALL HAVE A BROOM FINISH WITII ALL ECCES IIA6'NC A. 2 1/2" TOOLED FINISH SUBGRADE COMPACTION SHALL BE BG% (MODIFIED PRCCTOR). TYPICAL SIDEWALK ADOPTED CITY OF RENTON +I;;+ STANDARD PLANS i ST DATE: 04/04 f71'1: - fJAMF: F:;O7 SP PAGE: F007 SEE NOTE 2 /8"R X 5/B"O DUMMY JOINT WE NOTE 2 2" - a' 1 3/8" PREMOLDED JOINT FILLER {TYP} I CEMENT CONCRETE L — — — J WK13ANDGUTTER. PLAN VIEW FACIE CENTEfi1•INE OF culls j__S FRA#AE A GRATE 6 1 2" If J RR/ME AND GRATE - NOT INCLUDED 1 /2- R. I' R. MATCH WAY IN CURB AHD GUrreR SM ITEM ROAID ELOPE s iO TOP OF v . • I 1 R ' ROADwaY N i b ° q a q D q - . • q .. • ADJUSTMENT SECTION - NUT INCLUDED a a 'l IN CURB AND GUTTER BID REM q ••e• CATCH BASIN - NOT INCLUDED r • • IN CURB AND GUTTER BID ITEM q •A q q' �� r SECTION [ A j f l GENERAL NOTES: 1. The intent of this design is to facilitate the removal of a catch basin with minimal disturbance of the Curb. ?. The expansion joints of the adjacent sidewalk shall be adjusted to be In line with these curb expansion Joints. l J I � I ISOgT6 C VIEW CEMENT CONCRETE CURB S . PLAN — 101.1 + + PUBLIC WORKS INSTALLATION AT APPROVED: DEPARTMENT CATCH BASINS DATE t { I C7 � >n :1 o 7J � � C z rrl z Q r rI y U K r rn C) rrl r.Jr7 C Lo i '7 -1 -i (,n M � Q z 0 `. g� 8 SEE COR STD_ PLAN129 FOR POST ' INSTALLATION # DETAILS TYPICAL INSTALLATION 1 REVISED DRIVEWAYSr SSMH 2 & SELECT SERVICES 2 ADJUST LOTS 6-8 3 UPDATED CURB RAMP PER CITY COMMENTS 4 WA TER UPDA TES PER FIELD COND177ONS 5 RE14SIONS TO EAST END OF ALLEY (SW 3RD CT) NO. REVISION 1, _ 0• 1, _ p, [SEE CONTRACT• ROu DING 2 0`'• 1 1R' ON! R. mp.y CURB NOT INCLUDED IN RID ITEM - r 4L. 7 :s..� SEE RAISE O EDGE 11111 PREMOLDED 1'-p- SIDEWALK: DETAIL - THIS SHEET JOINT FILLER ALL CUT ES SLOP MIN. (SEE CONTRACT! UT [IN) R. (TYP.I WITH RAISED EDGE - ► Z13% 1 'v URS NOT INCLUDED IN HID ITEM - 1$% MA 315" II Ni PREMOLDEO •• '• -1� FiNI SHED GRADE 1VN1 BELOW JOINT FILLER x-I:• sIDEwALx TOP OF CONCRETE SURFACE ADJACENTTOCURB MIN- (SEECONTRACTI 1rr tIN) R- CYP.) ROU DING CURB NOT INCLUDED IN 811) ITEM - 2.L" w • 318 (IN) i WALL OR BARRIER BRIDGE OR PEDESTRIAN Pa RAILING JOINT FILLER ADJACENT TO CURB (STEEP FILL SLOPES) BARRIER - SEE SIDEWALK: DDNTRADT PUNS lSEE CONTRACT) WALL OR BARRIER I V2' (IN1 R ITYP.! jr FLUS•i r I i 5% CURB NOT INCLUDED IN 810ITEM - SCIEWALK •iS F 112-(I • 1 R. VERTICAL WALL - 308" [IN} PREMOLDEO ••3r �' , SEEDETAIL JOINT rJL ER (TYP,) • -y ADJACENT TO CURB AND RAILING OR WALL 318' pry EMOLCEC JIXN7 FILLLLER SIDEWALK BUFFER STRIP (SEE CONTRACT) SSES NOTE 101 StDEWALK ADJACENT TO WALL DETAIL 1 r2" [lN) R. rrP I 4. 7 5% CURB NOT INCLl1DE0 IN BID ITEM - _ 1.5%MIN. fi' LEVEL 11Z" R- FINISHED GRACE 1" (IN} BELOW TOP OF CONCRETE SURFACE FOR PLANTING - FLUSH IF PAVED ADJACENT TO 8URFER STRIP ' " BROOMELI P11418H • •' 4• WIDE. SMOOTH • TROWELED PERIMETER RAISED EDGE DETAIL 12 EXIF NO SIDEWALK TRANSVERSE JOINTS TO INCLUDE RAISED EDGE k' • �•� �- CEMENT CONCRETE CURB _ •�_ ICIJRBAND GUTTER SHOWN! -` NOT INCLUDED IN BID ITEM f* For NOTES see STD PLAN 1D4.2. Paved surfaces must comply with STD PLAN 102.1 as applicable. • 3+B'• z_ 1+8 114 CONTRACTION JOINT 2 IN SIDEWALK ONLY L >• EXPANSION JOINT IN BOTH ,', ' . j•'�. Of • .-1 .i.'�. 2a •• CURB AND SIDEWALK ( 5EE STD PLAN 1011i * 1 •p . •` . •: JOINT AND FINISH PREMOLDED NT DETAIL JOIF ILLER LO EXPANSION JOINT C . CONTRACTION JOINT + + PUBLIC WORKS CEMENT CONCRETE ppRSM. LAN _ 1Q3 j DEPARTMENT SIDEWALK �s T� r r 11 00 101 L NOTES: 1- SIGNS SHALL BE WHITE LETTERING ON GREEN BACKGROUND WITH A 0.3" (IN) BORDER, 1 DOUBLE SIDED. 2. SIGN SLADE SHALL BE 8" FLAT ALUMINUM, TREATED, 0.080 GAUGE. • r 3. SIGN SHEETING SHALL BE 3M HIGH INTENSITY ;v'rr� PRISMATIC OR APPROVED EQUAL. . [� u- ;' 4. LETTERING SHALL BE CUT FROM 3M ELECTROCUT (EC) FILM SERIES 1170 OR APPROVED EQUAL. ❑ o C1 n 5. FONT SHALL BE FHWA C2000EX UPPER AND ❑ LOWER CASE PER SECTION 2D.43 OF THE O 0M_U-T-C.101. 6. POST SHALL BE MINIMUM OF 2"X2" SQUARE o TUBE. SEE STANDARD DETAIL 129 FOR 0 o INSTALLATION DETAILS. LMT 4/2/18 SURVEYED: �CH EVENS, PLS SCALE,LMT A5 NOTED 5/22/18 OESKRIED: SHAWN COOPER LMT 6115118 SDC 7110118 SHAWN COOPER ONE NICK AT FULL SCALE F NOT ONE INCH SCA F ACCORDINGLY CHW 8110118 CHECKEn: BRErf K. PUDISTS, PE BY DATE AP P R NPRO BRA K PUDI515, P _EXISTING ASPHALT PAVEMENT SAWCUT (SEE NOTE 2) ARTERIAL STREEI -MINIMUM 7" HMA (or ACP Closs B) (SEE NOTE 1), OVER S" CRUSHED ROCK RESIDENTIAL -STREET MIMMUM 4" HMA (or ACP Cioss B) (SEE NOTE 1), OVER 6" CRUSHED ROCK 2.0' MIN. (SEE NOTE 2) NOTES: 1. MUST MATCH EXISTING THICKNESS IF GREATER. 2. SAWCUT SHALL BE POSITIONED 1' - O" 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. NEW CURB & GUTTER STD. PLAN — 103 t ; PUBLIC WORKS CURB AND GUTTER PPRD D: R DEPARTMENT REPLACEMENT DETAIL TO ATE HGR A I a&3/101 CITY F RENTON DATUM Planning/Building/Public Works Dept. R-39351 1 APPROVED FOR CONSTRUCTION SUBJECT TO ERRORS AND OMISSIONS BY: DATE: BY: DATE: BY: DATE: BY: DATE: LAN GSTON ALLEY PROJECT ROAD AND UTILITY IMPROVEMENTS ROAD & STORM DRAINAGE DETAILS AS -BUILT 9/18/2D RMBON: PAGE: CRANING NO: RD-02 SHEET: OF: 15 27 C) I D CV C) Q I T J T Q Q I r IL �f'�itIei►,i1� I�l1��IdI��3:iiI�1�