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HomeMy WebLinkAboutR-4091146' CEMENT CONCRETE 12' R. 1• R. SIDEWALK RAMP VARIES OR LANDING FROM i 6'TOO 1 6' f 3M'PREMOLDED JOINT FILLER CEMENT CONCRETE PEDESTRIAN CURB AT SIDEWALK RAMPS AND LANDINGS FACE OF ADJACENT CURB 6 irr SEE DEPRESSED CURB DETAIL THIS SHEET 1:24 TOP OF I T 1- 12• R. ROADWAY 2' 1 1 1 Sr 1 - 6" ` DEPRESSED CURB SECTION AT RESIDENTIAL DRIVEWAYS ONLY. FOR COMMERCIAL DRIVEWAYS SEE STD PLAN 104.2 FACE OF CURB 6 1/2"- 512" 1" �J 12' R. � _ 1" R. I FACE OF ADJACENT CURBto 1 1 TOP OF GUTTER SURFACE 1 ROADWAY • s PREMOLDED JOINT FILLER E FULL -DEPTH EXPANSION JOINT FACE OF CURB y512- 1' .. 1' R. 124 1 1 TOP OF 12"R. ROADWAY I1 1 1 1 I CEMENT CONCRETE TRAFFIC CURB AND GUTTER FACE OF ADJACENT CURB 6 12 -- FLUSH WITH GUTTER PAN AT SIDEWALK RAMP ENTRANCE 112 1:24 TOP OF 12'R. ROADWAY Q3_' I i0I DEPRESSED CURB SECTION AT SIDEWALK RAMPS 318' 'v r 8 I w" 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 contramn joint spadng. 2. Expansion joint shall be full depth, 3/8" (in.) premoldld joint filler. 3. For Depressed Monolithic Driveway Curb 8 Gutter Section, see Standard Plan 1042 STD. PLAN - 101 • PUBLIC WORKS DEPARTMENT i CEMENT CONCRETE CURBS RAISED EDGE DETAIL V-V 5' SIDEWALK LEVEL ,.I 1� EMEND SIDEWALK TRANSVERSE 1' • D' V • D' 315' (IN) PREMOLDED JOINT FILLER lr2"ON) R I JOINTS TO INCLUDE RAISED EDGE TYPICAL WHERE APPLICABLE ROU DING 2�-_kU.DE. FOR CURB DETAILS SEE STD PLAN 101 N%ISTINGROADWAY 'bk_ �xr,'/ CAUSNED ROCK 0A5SEE RAISED EDGE 1'-0' SIDEWALK DETAIL -THIS SHE L7VPICNRUSHED SURFACING TOP COURSE(CSTC) ALL CUTMIN. OMPACT TO 95% MODIFIED PROCTOR SLO % WITH RAISED EDGE (UNLESS REQUIREMENT WAIVED BY C/ ENGINEER) TYPICAL UNDERALL CURB, lir (IN) R. (Fill GUTTER 5 SIDEWALK CSTC UNDER 12.0% 1 'v FOR CURB DETAILS CURB B GUTTER TO BE S• THICKNESS OR SEESTD PLAN 101 MATCH EXISTING ROADWAY CRUSHED ROCK �� OR • - BASE, WHICHEVER IS GREATER (TYP. FOR AMStfF •••• •• ••! ALL CURB b GUTTER). �Y.pYA1Y.t.,,�.�'N i.' • . � __ _ FINISHED GRADE 1' IN) BELOW TOP OF CONCRETE �URFACE SIDEWALK 2'•0" ADJACENT TO CURB MIN 1rr (IN) R. (TYP1 ROU DING ` FOR CURB DETNLS -2.0% 1 1.5% / SEE STD PLAN 1G1 BRIDGE OR PEDESTRIAN St,3l •••••• • ^YAI�,, RAILING •M' �xr FOR cuRe DETAILS SIDEWALK TO CURB BARRIER - SEE SIDEWALK SEE STO PLAN 101. (STEEP FILL SLOPES) CONTRACT PLANS Z---WALL OR BARRIER / 1 1R' (IN) R. (TYP.) / FLUSH / 1 SIDEWALK • wT 11r MR, VERTICAL WALL- ��1A1`2` •• YPR4-&'.DE SEE DETAIL3!S-(N)P FILLER ED JOINT FILLERADJACENT TO CURB AND RAILING OR WALL D ER FOR SIDE BUFFER STRIP TREATMENT SiD6WALK SIDEWALK ADJACENT TO WALL DETAIL �� (SEE NOTE 10) SIDEWALK 1rz' ONI R SECTIONS 1 , (iVP ) v 15% FOR CURB DETAILS 1.5%MIN. SEE STD PLAN 101 / • L`,A,`,,.,,„.,N " I •'�.��� OR OMEDMATCH FINISH OR MATCH EXISTING , g• 4' WIDE, SMOOTH 5' © TROWELED PERIMETER FINISHED GRADE 1' (IN) BELOW i0P OF CONCRETE SURFACE FOR PLANTING -FLUSH IF PAVED 0� �\ 10'� �/ CEMENT CONCRETE CURB ADJACENT TO BUFFER STRIP (CURB AND GUTTER SHOWN) \ = FOR CURB DETAILS g ' � BEE STO PLAN 101 5 5, .0' I NOTES i G - 1. Four feel of the sldewalk width shall bethe minimum pedestrian - �/� ICONTRACTION1No JOINT . . ►. �• LY aocessiblo route (PAR) free of vertical ,'► •� .?• Ao �t and hortrontal obstructions. B xes, Gratings, ►' • : R •'� Across COVCrs, JUnrtion BOXES, FULL -DEPTH EXPANSION JOINT IN BOTH Cable Vaults, Pull Boxes and other CURB AND SIDEWALK (SEE STO PUN 101.1) appurtenances within the sidewalk `rroF� are' C CONTRACTION JOINT must be flush with surface• and match -n� grade of the sidewalk. JOINT AND FINISH DETAIL .,• 2. Monolithic Cement Concrete Curb and P •' �� Sidewalk Is not permitted In new For other referenced NOTES see ••!'•: �''apro •t construction. When replacement work STD PLAN 104.2. necessitates a Monolithic Cement Concrete Curb bulld per WSDOT PREMOLDE Standard Plan F-30.10.JOINT FILLER03. Paved SUrfaCQS must Comply With E FULL -DEPTH 3. Concrete to be4,000PSI. STD PLAN 102.1 as applicable. EXPANSION JOINT 111, PUBLIC WORKS CEMENT CONCRETE PLAN - 102 DEPARTMENT SIDEWALK NI Rt" I,i'' V ! C_�it - rt Call 2 Working Days Before You Dig 811 Utilities Underground Location Center 0D,MT,ND,0R,WA) C! NE 114 SECTION 14, TOWNSHIP 23 N, RANGE 5 E, W.M. wip men % 5/8"6 E%riINY a01rJT sE=T.DTes I I I 3/11' PF!XWLDED d011IT FILLER (Tr7a} - - J CE► INTIOCNCAE'E ff CuPaModurrm [ A ] PLAN VIEW CENTER-Ml-UI f44q OF FRAME 60RA.TE Cl" 1/2' 13' - S 1 1. IIY R. I' R 1lAT73( il ROV DMV HLDPE 3 Y t RECEM } IR -- lip ZALN - N � Amill GuITTHR 5011AND QWTE - NOT E � TOP OF BWDWAY MAPLE HIGHLANDS • 9 ¢. AQPATIENT iQiION- r90T IMiXuDEQ N CURB APD GUTTER EIDITEM a CATCH BA014 - KT &Ca WWD Bi Odra@ AAO GUTTER eD TEM r r t The WrWA Df this de6ign is tO FBdlii;Wa the FOrnovW ' of a catch basin with minlmal dtetll II of the curb, h .} The expanslan Jokits of the A adjacent sidewalk shall •� �- � be adjustBd to he In i x Nile vAth theca Curb ' exparl W jialrAs. x I ISO"C 1AEW .L- CEMENT CONCRETE CURB 8m• PL&N 101.1 PUBLIC IffGEM INSTALLATION AT PR(I 'ED: ■ CIE.I'AI TIAE'.1T CATCH BASItNlS DAM It i12 CEMENT CONCRETE �. CURB I GUTTER (SEE NOTE 3) CEMENT DEPRESSED MONOU74C CONGAZTE / - CURB I GUTTER SIDEWALK (SEE DETAIL THIS SHEET) 4,tit y TYPE C28 - ISOMETRIC VIEW (C:OMMERCIA'., WITH BUFFER) NOTES 1. When a driveway width exceeds 15 fee:, construct a hull dep•,h expanslon joint with 318' joint filler e)ong the driveway lane Ilnes fl�oFdna (see std. plan 102). Construct expansion )o)ns parallel wfth the aE 0,SEEOEFREBB®pge DETAIL cen••erflne as required at 1 S maximum spacing when driveway CONTRACT ON JONT 4 °" r•o sHEn widths exceed 30 . $TO PLAN 102 s 1r. r t¢ 1fl R TCIAU 2. See std. plan 102 for sidewalk detalls. i .F _ �oAowA. 3. Curb and gutter shown, other curb designs may be specified. See std. plan 101 for curb detailsUr 4. Nei used - -` 5. The engineer will design all driveways to Include elevations at all NOT=_. ORIVEMY LONGEIIUMNAL PAHSION points marked with symbol "X'. All elevajons are at the back of JaNTs e/Lu1 r FULL DEPTH curb top on uphill Side. DEPRESSED MONOLITHIC CURBS OU71ERCEIAll 6 Not used 7. For Driveway YY'Idths see DRIVEWAY STANDARDS (See NOTE 10). The expansion joints (see std. plan 102) shall be spaced as Shown In the COrtrespondlrlg Isortwit view. & Slopes shall comply with Sections R303.2.1 or R303.2.2 or _ _ FACE OF ADJACENT CURB R3032.3 of the Revised Draft Guidelines for Accessible Public ' �• Rigbts-of--Way of Nov®ba 23, 2005 (PROWAO). / fi 9. Curb ratums for any Type C-MAX Drtveway may be approved on 1• R a case -by -case basis ulTEa3U FACE Is 10. STREET STANDARDS = Renton Municipal Code (RMC) ` 1• R •. fi P ' P Tnle IV Development Regulations CHAPTE R 6 STREET AN D UP UTY STAN DARDS ¢ Section 4-6.060 STREET STANDARDS DEPRESSED CURB DETAIL AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS, AND ALLEYS DRIVEWAY STANDARDS - Renton Municipal Code (RMC) Title IV Development Regulations Driveway Example: TYPE M CHAPTER 4 R-Re•Idc al C=Coervrlercal CITY -WADE PROPERTY DEVELOPMENT STANDARDS Hurnbw of Lens. -- Section 4-4-M PARKING, LOADING AND DRfVEWAY (Mil Lane Cormolmli q REGULATIONS B�6uesr(PVEIMrEaat4} BlantP4wBIAhr - - PUBLIC WORKS CEMENT CONCRETE DRIVEWAY PLAN - 1042 ` DEPARTMENT ENTRANCES - NOTES AND DETAILS )?0 1 D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 - 7th AVENUE KIRKLAND, WA 98033 0425.8273063 F 425.827.2423 N FINAL AS-BUILTS COMMENTS 2.28.24 REVISION TYPE 'A' PRESSURE TREATED 7-1/2' X 7-1/2" CEDAR POST (2)#4 HORIZ. TOP & BOTTOM & (2)#4 VERTICAL (PER SIDE) 1/4" CHAMFERS TfffflLAS CRUSHED SURFACING. CRUSHED SURFACING NOTE: 2" MINIMUM CLEARANCE BETWEEN REBAR & CONCRETE SURFACE. TYPE 'B' 1" © 45' CHAMFER ALL AROUND TOP PAINT TOP 5" WHITE ALL AROUND REFLECTIVE MARKER (TYPICAL BOTH SIDES) 1" DEEP NOTCH ALL AROUND 1/2" 0 45• CHAMFER ALL EDGES SLOPE CONCRETE FOR DRAINAGE 2"x3/8' JOINT MATERIAL D CONCRETE SIDEWALK 16" 18' 61I 2' FIXED WOODEN BOLLARD tY p ADOPTED ,A�•!����'� CITY OF RENTON ♦ �7C f STANDARD PLANS T� LST ➢ATE: 04/04 DWG. NAME:H022 SP PAGE:H022 _ V MIN. (SEE NOTE S) VARX:S LSE! NOTE rl e: AW. (SEE NOR S) 15 LF OF PAVED r DRIVEWAY REOI11110 11 I "' EXPANSION JO Wr pYP ) (SEE STD. PLAN I^^+2I CE CC SI e Y ° uE,oTEs w g m EW JCRETE ewmx `J SEE NfnEI -> RACE...CONCRETE J I,IP 1M 1V CURB S GUTTER SLOP E ITYP.I %SEE NOTE ]I - CONTRACTION JOINT (TYPJ 7' ISEE STp. PLAN 1MI PLAN VIEW vMes ESE NO 107 _ A3% NON(. SEE NOR 2(rYP) •fi•MN • fi•MIN vi CENENT Cm ER E•MIN DEPREs5E0 CURS L GUTTER SIDEWALK ]rF EXPANSION JOR1T I1YP.I (� NOTE ]) SECTION O ISEE STD. PLAN 1.2, IR"0.m'P.l SIOEVMLX W101R DIFFERENCE IN SLOPE UM - DRMEWAYWJ ITME SLOPE (SLOPE SHOYM EXAGGERATEDI 15% _Is% ' "• ' P . - dUVEY1AY .•.4'MIN O RM WAY W1 RELIT � r A N S ON B CEMENT CONCRETE SIDEWALK TYPE RIB - ISOMETRIC VIEW (RESIDENTIAL, WITH BUFFER) CEMENT CONCRETE CURS A GUTTER (SEE NOTE 3) - O PUBLIC WORKS CEMENT CONCRETE DRIVEWAY DEPARTMENT ENTRANCE - TYPE RIB YLP 02.28.24 YLP SURVEYED: DESIGNED: YLP DRAWN: GLB CHECKED: YLP BY DATE APPR APPROVE For NOTES STD. PLAN 104.2 STD. PLAN - 104.3 TYPE 'A' TYPE 'B' 1" ® 45' CHAMFER ALL AROUND TOP PAINT TOP 5" WHITE ALL AROUND REFLECTIVE MARKER (TYPICAL BOTH SIDES) 7-112" X 7-112" 1" DEEP NOTCH ALL AROUND PRESSURE TREATED CEDAR POST 1 /2" 45° CHAMFER ALL EDGES GALVANIZED STEEL HASP FOR LOCK (7)#4 HOR17_ TOP & BOTTOM & (2)#4 VERTICAL (PER SIDE) r2 x6" STEEL HINGE WELDED TO 9-1/4"x9-1/4" STEEL JlDOOR WITH 3/4" RADIUS ON 2 OPEN CORNERS 30" LAND PLATE SPACER. 1/4" GALVANIZED STEEL PLATE SPACER 1/4" CHAMFER I 1/2" DIA. x 2" ANCHOR BOLT, WELDED TO SPACER 2"x3/8" JOINT MATERIAL CRUSHED SURFACING 8-1/4" 12' 2" NOTE: 2'' MINIMUM CLEARANCE BETWEEN REBAR & CONCRETE SURFACE. EXPANSION JOIN T ANCHOR E PA TTERN N.D. C PEDE TEMPI SEE NOTE N0. FRON T "DANSION NT REMOVABLE WOODEN BOLLARD Y ADOPTED CITY OF RENTON ♦+ STANDARD PLANS Z LST DATE: C4/04 DWG. NAME: H021 SP PAGE: H021 �J EXPANSION - JOIN T SEE NOTE NO. MIN. 5'- 0" CLEAR WIDTH MOUNT ON PEDESTAL PROVIDED WITH N. D. C. 8. U. UNI T EXPANSION JOINT d d a � a a. d d c: O AS -BUILT NO TES: SIDE 1. SEE SEC. 5.04. NO AS -BOIL T INFORMA 77ON ON THIS SHEET. 2. INSTALLATION OF N. D. C. B. U. (INCLUDING "l CERTIFY THA T THE INFORMA 71ON SHOWN HEREON WHICH CONSTRUCTION OF BASE) WILL BE WAS AS -BUILT BY D.R. STRONG, AND MAY INCLUDE DONE BY THE DEVELOPER. LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND AS -BUILT COMMENTS, ACCURATFLY REFLECTS EXISTING J. SEE SEC. 3.04 FOR JOINT REQUIREMENTS. FIELD COND1710NS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE.212912024. " NEIGHBORHOOD DELIVERY & COLLECTION BOX UNIT (N. D. C.B. U.) TYPE 111 MAILBOX INSTALLATION (16 BOX N TS 4' PLANTER STRIP 4' FACE OF SIDEWALK / ATC Gregg Zimmerman, Public Works Administrator MAILBOX CONCRETE PAD DETAIL STA. 21+81.56 ROAD A 1 =5' SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM C TY OF RENTON Planning/Building/Public Works Dept. �J W J R -409114 IN COMPLIANCE WITH CITY OF RENTON STANDARDS 0 Z J r W DATE: J MAPLE HIGHLANDS 09.05.19 ROAD AND MAILBOX DETAILS FIELDBOOK: PAGE: DRAWING 16210 SE 134TH STREET C 14 RENTON, WASHINGTON 98059 SHEET: 14 �F41 DRS PROJECT NO. 17020