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HomeMy WebLinkAboutR-397128Z O V Z f"y Ld Z Ld FACE OF CUR j6 1/2" ' �512'; 1' � 1T•R L ;; III 1" R. 1:24 L TOP 10" R. ROADWAYI ( S h 1 �— 7I l7 L7 q.:•. 1 - _ EMENT CONCRETE h TRAFFIC CURB AND GUTTER' FACE ADJACENT CURB J FLUSH WITH GUTTER PAN ATT,rSIDEWALK 1 RAMP -ENTRANCE IF.1 �a:2] f TOP F-0 ; II I OJT 12• R�- �t-i ROADWAYr DEPRESSED`CURB EOTION AT SIDEWAL K RAMPS FAC Iro► �.•.� �. F: p � 0� A0. •` r° PREMOLDED DINT FILLER E FULL -DEPTH EXPANSION JOINT _ 6" CEMENT CONCRETE 112" R. _-,11;*F SIDEWALK RAMP d .RIES" OR LANDING I ROM t TO 0 j 6 3I8 ' PREMOLDED JOINT FILLER CEMENT CONCRETE PEDESTRIAN CURB AT SIDEWALK RAMPS AND LANDINGS FACE OF ADJACENT CURB] 6 112" SEE DEPRESSED CURB DETAIt'THIS SHEET' 1:24( Doll t 11• 112" R. ROADWAY" I^ I / in I, i 1 �- 1 6 ID P ESSED_CURB SECTIOO� __ _ AT RESIDENTIAL DRIVEWAYS ONLY. FOR COMMERCIAL, DRIVEWAYS SEE STD PLAN 104:2 fir-1 FACE OF CURBI 6 1/2"- 5 12" 1"' 12" R. 1. RL NT CURB t - TOP OF OM SURFACE I 1 �114" _ r ULr I\LJJLU ICU IIU I I t-11L AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS, AND ALLEYS GENERAL NOTES: 1. See standard plans 102 and101.1 for curb expansion and"ConUacMiori jarit spa`�artg. 2. Expansion joint shall be full depth, 3/8" (in.) preT0401pInitfille 3. For Depressed Monolithic Driveway Curb & Gutted -Standard Plan 1D42 - r STD. PLAN — 10 • PUBLIC WORKS CEMENT CONCR T CURBS.'--i DEPARTMENT 1/2"X4" EXPANSION MATERIAL 1/4"R AT JOINTS SCORE LINES TO BE RADIAL A TO CURB AND GUTTER + t/ 1/2"X4" EXPANSION MATERIAL 1/4"R AT JOINTS "W"-WIDTH OF SIDEWALK 1/2"X4" EXPANSION MATERIAL 1/4"R AT JOINTS CEM. CONC. CURB AND GUTTER SCORE LINES B B 1/2"X5" EXPANSION MATERIAL CURB RETURN 1/4"/FT. SLOPE ONLY 1/2"R 1/4"/FT. SLOPE 1/2"R 4" 1/2"R PAVEMENT AS PER PLANS 4" T PAVEMENT AS PER PLANS STANDARD CEM. CONC. PARKWAY STANDARD CEM. CURB AND GUTTER CONC. CURB AND GUTTER SECTION A —A SECTION B—B SEE SHEET 2.5.1 FOR ROADWAY DEVELOPMENT STANDARDS R JOINTS: DUMMY JOINTS SHALL BE PLACED NOT TO EXCEED 15' C/C NOR LESS THAN to' C/C. THEY SHALL NOT BE LESS THAN 3/16" IN THICKNESS AND SHALL BE EXTENDED 2- BELOW THE GUTTER UNE. 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 IEXPANSION 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') WITH AIR ENTRAINMENT. THE CONCRETE SHALL HAVE A BROOM FINISH WITH ALL EDGES HAVING A 2 1/2" TOOLED FINISH. SUBGRADE COMPACTION SHALL BE 90% (MODIFIED PROCTOR). Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) TYPICAL SIDEWALK vti�Y O� ADOPTED CITY OF RENTON STANDARD PLANS AT.fO IST DATE:04/04 DWG. NAME: F007 SP PAGE: F007 3/8• PREMOLDED JOINT FILLER (TYP) FACE OF CENTERLINE OF �S CURB I- FRAME 6GRATE 6 1/2 13"MATCH _ 1/2" R. 1" R. ROADWAY SLOPE RECESS D' 1? IV D • p -SEE NOTE 2 /8"R X 5/8"D DUMMY JOINT SEE NOTE 2 — a' J 2' L — — — J CEMENTCONCRETE CURB AND GUTTER PLAN VIEW FRAME AND GRATE - NOT INCLUDED IN CURB AND GLITTER BID ITEM TOP OF r ROADWAY • D D P • D . ADJUSTMENT SECTION - NOT INCLUDED ►• ,'p' IN CURB AND GUTTER END DEM CATCH BASIN - NOT INCLUDED a •'• IN CURB AND GUTTER BID ITEM •. a 'n n N D V V SECTION 0 GENERAL NOTES: 1. The intent of this design is to facilitate the removal of a catch basin with minimal disturbance of the curb. 2. The expansion Joints of the adjacent sidewalk shall I be adjusted to be In line with these curb expansion joints. \ ISOg41C VIEW SM CEMENT CONCRETE CURB• PION — 101.1 + + PUBLIC WORKS INSTALLATION AT PRO D: DEPARTMENT CATCH BASINS DATE DOES NOT NCLUDE AS-BU LT NFORMAT ON n' LAINI ...... _..-_ / EXISTING ASPHF 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, o STD. PLAN — 103 PUBLIC WORKS CURB AND GUTTER PPR0 D: �+ DEPARTMENT REPLACEMENT DETAIL y �44 •� ATE 0 FIRST SUBMITTAL 1 SECOND SUBMITTAL 2 THIRD SUBMITTAL NO. I REVISION F' p' I� 01 0:. {ter_Fao= 'IF w? 9 I �o t° B RAISED EDGE DETAIL 1 - 0 6" SIDEWALK r; LEVEL 1124. EXTEND SIDEWALK TRANSVERSE 1'-0' V-0- 3B'(IN) PREMOLDED JOINT FILLER 12-(IN)R_ JOINTS TO INCLUDE RAISED EDGE I TYPICAL WHERE APPLICABLE 1 I I'I ROU DING 2.03E 1J �I ,'•.. i _- 1 12•(IN)R (TYP) FORCURBDETAILSJ SEE STD PLAN 101 ftY. c Y (IN) R. • � D •. _dF4'1d __ '� T ... ,CRUSH G ROADWAY y I '..,.�E, Jr%E�- } 11 CRUSHED ROCK BAS •N.wt_� r • o •v tit. r.. {I SEE RAISEDE -_. r ---='E 1•-0• SIDEWALK DETAIL-THISSH TYPICAL UNDER CRUSHING TOP COURSE C) _SIDEWALKOMPA% MODIFIED ..PR (TTSOiR ALL CUT M;N_ PROCTOR SLOPES (WITH RAISED EDGE (UNLESS REQUIREMENT WAIVED BY 1/2• (IN) R. iTYP.) ENGINEER) TYPICAL UNDER ALL CURB, L III.).. GUTTER851DEWAIJC CSTCUNDER CURB 8 GUTTER TO BE 6 THICKNESS OR - ` I , - - - �2 D% 1 FOkCUD PLAN A MATCH EXISTING ROADWAY CRUSHED ROCK N Oa ;.-.i; BILSE, WHICHEVER IS GREATER (TYP. FOR SEE ANC •. `CURB d GUTTER). 1 FINISHED GRADE I'(IN)BELOW " TOP OF CONCRETE SURFACE 2'-0' SIDEWALK ADJACENT TO CURB j 1/2- (IN) R (TYP ) ROU DING I _2.0% 1 1.5% SEE STD PLAN 0FOR CURB 1S BRIDGE OR PEDESTRIAN StsE� 1 - ,�N '."1•�::: -RAILING FOR CURB DETAILS ADJACENT TO CURB BARRIER -SEC SIDEWALK SEE STD PLAN IOL� (STEEPFILL SLOPES) CONTRACT PLANS -� ALL OR BARRIER I I �1/r (IN) R. CII - / I I' SIDEWALK FLUSH- 1.5% _ 1 : . �-..r 12• N) R. r. -•SAW' •: VERTICAL WALL- ��.• SEE DETAIL , �- � � ; ►• 318' ON) PREMOI - - JOINT FILLER: ADJACENT1ITO CURB AND. RAILING OR WALL PREMOLDED 111 FOR SIDE JOINT FILLER TREATMENT BBIDEWALK BUFFER STRIP SIDEWALK ADJACENT TO WALL DETAIL SIDEWALK (SEE NOTE 10) SLCTIONS 1 1Z((IN)R. CTYP< 1 5% _ _ FOR CURB DETAILS ` 1.5%MIN. SEE STD PLAN 101 --1 BROOMED MATCH FINISH r OR MATCH EXISTING i DI 4• WADE. SMOOTH - _ S , TROWELED PERIMETER - FINISH1EDGRADE 17 ON) BELOW TOP OF CONCRETE G. 'SURFACE FOR PLANTING -FLUSH IF PAVED Q' id, 6" .\ �\ CEMENT CONCRETE CURB j (CURB AND GUTTER SHOWN) ADJACENT -TO BUFFER STRIP / FOR CURB DETAILS Q' SEE STD PLAN 101 5,.0' �� = Ur TO 1�' Four feet of the sidewalk width shall © /i pedestrian IN SIDEWAIX ONLY •�►♦ �: �• be the minimum CONTRACTION JOINT •. accessible route (PAR) free of vertical _ , ► • o . and horizontal , Junction B Gratings, \ ►' ' ' R '� ' A(XXiS$ Covers, Junction Boxes, FULL -DEPTH EXPANSION JOINT IN BOTH CURB AND SIDEWALK (SEE STD PLAN 10LL) , Cable Vaults, Pull Boxes and other appurtenances within the sidewalk S�F must be flush with surface, and match o �9� / „C CONTRACTION DINT grade of the sidewalk. JOINT AND FINISH DETAIL • 2. Monolithic Cement Concrete Curb and �' • •� ' � �A� lb�• Sidewalk is not permitted In new For other referenced NOTES see;', k construction. When replacement work LSTD PLAN 104.2.a' -• ' necessitates a Monolithic Cement Concrete Curb build per WSDOT PREMOLDE - Standard Plan F-30.10-03. JOINT FILLER aved surfaces must comply With ISTO PLAN-102.1 as applicable. E FULL -DEPTH 3. roncrete to be 4,000 PSLI EXPANSION JOINT 1 • PUBLIC WORKS CEMENT CONCRETE PPRPLAN — 102 -- �7 DEPARTMENT SIDEWALK a0 1 DIFFERENCE BID ITEM'Ik+€4VPESSIB ALX:RMIPSr:_ - S'MIN. :VARI •S T$ NOT'ET 611_N. - ° (SEE NQTE`S} -1 ISEE NOTE 6� 10LF OF PAVED � I I� DRIVEWAY REOUMEO. 11- EXPM4510N JOINT(IYP.) CENENT (SEE StD PUN iD21 <_ "'� A:ONCRETE= I. III I , �WEWAL(F' I I S SEE N OTE`S 4 L�' I 1 - - ,�- - CONSTRUCTION JOINT SEE NOTE I 'f{ANtPwRH 1)H,tY CEMENT CONCRETE CURB. GUTTER I SIOPErTYP) \���// (SEE NOTE 3) aS' CO.NTRACTION JOINT (TYP I +1 (SEE STO PLAN 102) - PLAN VIEW VARIES ]444 (SEE NOTE 10) . - 8.3% MAX, SEE NOTE 9(TYP), 0 T MIN -CEMENT CONCRETE_ 6' MIN SIDEWALK O SECTION A 6• Milk DEPRESSED CURB l GUTTER;-:- 31S•EXPANSIONJONTITVP) - (SEE NOTE T) (SEE STD PLAN 102) i I ' ,ru,i ; �tlFwuxN6a DRNEWAY WI. SKIVE SLOPE (SLOPE SHOWN EXAGGERATED) i`• k�. . 6 MIN. /1 RELATIVE D •. ,. ,. _ _ )PE ISLOPE;r"'I !GERAT�l1ik -- CEMENT CONCRETE, CURB 6 GUTTER ISEE NOTE 3) CEMENT DEPREBBED NOUTHIC CARIBS R (SEE AIL. STD. PLAN 103.2) CONCRETE SIDEWALK / TYPE R1 - ISOMETRIC / VIEW For NOTES see STD. PLAN!c11 ticY o STD. PLAN — 104.1 + PUBLIC WORKS CEMENT CONCRETE DRIVEWAY PP %'ED: = $ DEPARTMENT ENTRANCE - TYPE R1 2� FNTO �A- ESM 08/30/17 SURVEYED: ESM 11/15/17 DESIGNED: ESM 01/03/18 PDG DRAWN: DCL CHECKED: BY I DATE I APPR I APPROVED Gregg Zimmerman, Public Works Administrator sso� I. I n f III ,l ` EL `tr 'tiLS TRUE' I tR-air, wkc Dun # • _ EN`if +SIS titife Sgl{a Aft I iII 1 fl t ' I� 1 �1 _ .rf'ros, r tf , I � el 1 1c� I a P E -0mvw w?l Ear tirl' to— ow J o d U i I I II i 1 ' I 1� c c 0 I� u ,I titY o STD. PLAN — 102.1 PUBLIC WORKS UTILITY PLACEMENT IN ppR 'ED: ,�•' DEPARTMENT CEMENT CONCRETE SIDEWALK Z/ FNT� IE=251 .04, 8" 0 SCALE: VERTICAL: NAVD 1988 • wit+J HORIZONTAL: NAD 1983/1991 CITY OF ��r RENTON [;R ONE INCH DATU M • AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY Gregg Zimmerman, Public Works Administrator IE=249.54, 12"0 IE=251 .04, 8" 0 IE=249.54, 12" 0 SECTION A —A NOTE: CATCH BASIN TO BE PRE —CORED AT SHOP. CB #7 DETAIL SCALE: 1 " = 2' IN COMPLIANCE WITH CITY OF RENTON STANDARDS EARLINGTON TOWNHOMES DETAILS UTILITY PERMIT # 01/23/18 FIELDBOOK: PAGE: DRAWING NO: DT-02 SHEET: OF: 28 55 U R-397128