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HomeMy WebLinkAboutR-4054120 0 Z a J 2 w 2 I- VJ rr Q 0 U.-1 U R. CE OF CURB - 6 12'_ y6 12' 1' 12• R 1' R. 124 I P TOP OF •� 12'R. ROADWAY t / r �T 1 .6 CEMENT CONCRETE TRAFFIC CURB AND GUTTER FACE OF ADJACENT CURB 6 10� FLUSH WITH GUTTER PAN AT SIDEWALK RAMP ENTRANCE 2 1:24 TOP OF 112' R_ ROADWAY 1 f DEPRESSED CURB SECTION AT SIDEWALK RAMPS PREMOLDED JOINT FILLER E FULL -DEPTH EXPANSION JOINT 6" CEMENT CONCRETE 12' R. 1• R. SIDEWALK RAMP VARIES OR LANDING FROM i 6'TO0 1 6' f 3l8' PREMOLDED JOINT FILLER CEMENT CONCRETE PEDESTRIAN CURB AT SIDEWALK RAMPS AND LANDINGS FACE OF ADJACENT CURB 6 1/2' ' SEE DEPRESSED CURB DETAIL THIS SHEET 1:24 TOP OF I 1' 12' R. ROADWAY 2' 1 1- 1 - -- L t DEPRESSED CURB SECTION AT RESIDENTIAL DRIVEWAYS ONLY. FOR COMMERCIAL DRIVEWAYS SEE STD PLAN 104.2 FACE OF CURB FACE OF ADJACENT CURB GUTTER SURFACE 6 12- 5 12' 1" 12' R. 1" R. 1 1 • � TOP of ROADWAY f / r 81M" ' 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 3 Gutter Section. see Standard Plan 104.2 a® PUBLIC WORKS STD. PLAN - 201 DEPARTMENT CEMENT CONCRETE CURBS.'rR Ito RAISED EDGE DETAIL V-01 6 SIDEWALK LEVEL ,.I t� EXTEND SIDEWALK TRANSVERSE 1' • D' 1' • P 310' (IN) PREMOLDED JOINT FILLER VT ON) R I JOINTS TO INCLUDE RAISED EDGE TYPICAL WHERE APPLICABLE ROU DING 2,0% 11rr (IN) R. (PI FOR CURB DETAILS � •� • • , Y 1 )t 1.3% _ SEE STO P71, XISTING ROADWAY • 1'QMR :►•�`; _.,tpEi '•,J - - - { USHED ROCI(BAS SEE RAISED EDGE . 1'•e'• •SIDEWALK DETAJL-THIS SHEET TYPICAL UNDER CRUSHED TO 95 MODIFIED CDUPROCTOR ALL CUT MIN SIDEWALK OMPACT TO 95R MODIFIED PROCTOR e•�] WITH RAISED EDGE tutaFssREQUIREMENT wuvEDev C/ 12• IN R. ENGINEER) TYPICAL UNDER ALL CURB, ( ) (TYPO GUTTERS SIDEWALK CSTC UNDER 2.0% 1 a FOR CURB DEFI CURB S GUTTER TO BE 6'7HICKNESS OR SEE STD PLAN 101 MATCH EXISTING ROADWAY CRUSHED ROCK 1� Oa • - BASE, WHICHEVER IS GREATER (TYR FOR Afv�` •'P ALL CURB d GUTTER). • •••� FINISHED GRADEIN)BELOW 2'- It" SIDEWALK 1 TOP OF CONCRETEE �URFACE ADJACENT TO CURB 1. o• 1. D MIN ROU DING 1IY (IN) R OWL FOR CURB DETAILS 2.0% 1.5% SEE STD PLAN 101 BRIDGE OR PEDESTRIAN ,�i•`'-`YAy?• ' RAILING -�� •(Y✓ n�4. •; FOR CURB DETAILS ADJACENT TO CURB HARRIER - SEE SIDEWALK SEE STD PLAN 101. (STEEP FILL SLOPES) CONTRACT PLANS Z---WALL OR BARRIER I I 12' (IN) R (TYP.) / FLUSH ( I SIDEWALK .7 12' N)R. VERTICAL WALL ' SEE DETAIL •; ► 3111(IN) PREMOLDED JOINT FILLER ADJACENT TO CURB AND RAILING OR WALL a' PREMOLDED JOINTT FILLER FOR SIDE BUFFER STRIP TREATMENT SIDEWALK SIDEWALK ADJACENT TO WALL DETAIL BEE SIDEWALK (SEE NOTE 10) SECTK)NS IW ON) R 1 (1 Fl) FOR CURB DETAILS 1.5% t.S%MIN ._ SEE STD PLAN 101 BROOM 0 FINISH OR MATCH EXISTING 0' 4"WIDE SMOOTH ' 5 TROWELED PERIMETER FINISHED GRADE I(IN) BELOW TOP OF CONCRETE SURFACE FOR PLANTING -FLUSH IF PAVED ' t0•.0 5"0• �� CEMENT CONCRETE CURB ADJACENT TO BUFFER STRIP U \\ (CURB AND GUTTER SHOWN) �� FOR CURB DETAILS BEE S70 PLAN 101 1ra'T0114' NOTES 1. Four be the et of the minimum pedestrian width shall ©� be the minimum edestrian \ IN 61DE ALK ONLY • ► ' 7a P IN SIDEWALK ONLY • •T►+�, )D'P• accessible route I-i free of vertical , ► and horizontal obstructions. Gratings, \�� • ►' ••= Coe ACovers. Junction B0X84, FULL -DEPTH EXPANSION JOINT IN OOTH Cable Vaults, Pull Boxes and other CURB AND SIDEWALK (SEE 5T0 PLAN 101.1) appurtenances within the sidewalk 3ra' C CONTRACTION JOINT must be Hush with surface, and match 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 • ! ' ' R'° •� construction, When replacement Work STD PLAN 104.2. necessitates a Monolithic Cement PREMOLDE Concrete Curb bulld per WSDOT JOINT FILLER Standard Plan F-30.10.03. Paved Surfaces must comply With E FULL-DEPTH3. Concrete to be 4,000 PSI. STD PLAN 102.1 as applicable. EXPANSION JOINT a PUBLIC WORKS CEMENT CONCRETE PPR' PLAN - 102 DEPARTMENT SIDEWALK I ChIV7 / r.. fT� Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) ti. PIE�IS �O OV waslgt ' C szs2is b�p•lg OMIT FIBER JOINT AT 2-FEET 310' FIFE 0L0E JD114T FILLER (TrP) CENTIERL NL u- -_� FRAME IGRA.TE SUCTION SE 1/4 SECTION 14, TOWNSHIP 23 N, RANGE 5 E, W.M. CEDARS A T THE HIGHLANDS •OWRM2 .3i6 i;a=__vIF. .n 4' -. SEE HUM 2 0• a'-U" _ FT M19 AHD ORRTE - NCR IIIII MAI w N cum Jwo aurrly1t &O MN NAM } V01' OF 1 e¢RD4YAY . • AICUUU lNT KCr11SN - W" LMU.UDM IN CIRSAND @UTTETT SIDTtEM • 04TQr aItWM-NDTWXU?EA ' eFCti�AIo ®uTTFn ao nEAt Gf<NFRA.i FJOTrS' I` 1 , The kilent of No, design is is fe�tilrew the oval ' F} of a catch basin 4l ll5 minlmal of the , ? The expanslan Wts of then adfacent sidewalk shall 4MM be adJL6tad to be In line with lheau curb expar,aW JoIrAs.I I ULM rCCNCAE[E Ci1Ra AN3 GUTY£R OMIT FIBER JOINT A T 2-FEET OMIT FIBER JOINT AT 2-FEET OMIT FIBER JOINIISWT c WEw AT 2-FEET CEMENT CONCRETE CURB 61d. Pitel(ilP - lOi.i # , pUBLCC WORE INSTALLATION AT ftRO D. UF;F'Af21')AE 1T CATCH BASINS OAIE CEMENT CCNCREIE CURS A GILMER (SEE NOTE S) .�tLrTtai'i :►9E@.BET 81'EEn a ` � TYPE CM - ISOMEMO VIEW (OOLUERCIA4 WITH BUFRM NOTES I. When a driveway width exceeds 16 teak consheta full depth expansion lolnt wlh 3/B' lClM 11Nsr okW4 N1e d lane lines PAceor awls (see std. p n 102) Construct nsiun joint=1al wkh the gecfJ six IN 1K°I"s�aFl�' (�'� OeTAs centerline as rod at IS' mum spadnp when driveway widths axwOST. s tim ` P _ b Ur it j..- RDAt1WAY 2• See sm, plan 102 for sidewalk details. 3. Curb and puller shown, other curb designs may be specified.. See sld. plan 101 for sorb details. • , ' a. a 4. Not used. ° •• , ' tic The engineerwil design all ddvaways to InCNrde elevetlnna et and MM. lxwarMr�alrAMaoM pdnls.Meftd wlgt Symbol W. M elevalone are at the beds of serfs eHA1 E °'^" MP Uphill olds. DEPRE�DMMOLTIMCMaOUITERDETAL 8. Nat Used. 7. FI Driveway Widths see DRIVEWAY STANDARDS (Bee NOTE 10), The expansion joints (see W. plan 102) shag be spaced as shown In the amoponding Isomstrlc view. 8. Slopes shall comply with sections R303.2.1 or RSM222 or - FACE OF ADMENT CURS RMU.3 of rite Revised Dmft G1dde)inea for Accewlble Public 1■ Rights -of -Way ofNovember 23,205 (PROWAO)• 9. Curb returns for any Type C-MAX Driveway may be approved on / ! SURFACE� o ° 10. STREET STANDARDS = Renton Municipal Code (RMC) e • o e • . Title IV development Regulations �; , ■ ', CHAPTER 6STREEfANDUTILITY STANDARDS �• ^ 'p • '> Section a 64MSTaEErsrAaDARos DEPRESSED CURB DETAIL AT RESIDEMYIL ORCOMM I DRIVEWAYS, ANDALLEYS DRIVEWAY STANDAIM = Renton Municipal Code (kMC) Me N Development Reedafto D&DWapl E=nplw TYPE C1 B CHAPTER NaftedalteY O■ConvhLaITJN �J} CITY-WIDE PROPERTY DEVELOPMENT STANDARDS Nlwl6votWw. . Section 41-4,080 PA KWA IAADING M D DRIVIEWAY (MAxPa Law REGIJLATi01B e.eFrnktpw+v>Irla9. 9lturaRbBFdhr PUBLIC TYORI.$ CEMENT CONCRETE DRIVEWAY SM. PLAN _ 104A + * DEPARTb1EIvT ENTRANCES - NOTES AND DETAILS . _.. ... ATE. D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 - 7th AVENUE K/RKLAND, WA 98033 O 425.827.3063 F 425.827.2423 1 CITY COMMENTS 02.19.19 1 CITY COMMENTS 05.03.19 N0. REVISION EXPANSION JOINT ANCHOR I PA TTERN N.D. L PEDE TEMPI SEE NO TE NO. le%DIFFERE DANSION NT - 7 MIN. 5'- 0 " CLEAR WIDTH MOUNT ON PEDESTAL PROVIDED WITH N. D. C. B. U. UNI T EXPANSION JOINT d _ d 0 ° d Q ° a d a 1'-6' NO TES.' SIDE 7-b �I FRONT EXPANSION-1 JOINT SEE NOTE NO. 2 1. SEE SEC. 5.04. 2. INSTALLATION OF N.D.C.B.U. (INCLUDING CONSTRUCTION OF BASE) WILL BE DONE BY THE DEVELOPER. J. SEE SEC. 3.04 FOR JOINT REQUIREMENTS. 4. DO NOT INSTALL NEAR CATCH BASIN GRATES NEIGHBORHOOD DELIVERY & COLLECTION BOX UNIT (N. D. C.B. U.) TYPE 111 MAILBOX INSTALLATION (16 BOX UNI T) N TS 6' NIN. VARIES LSE! NOTE r 6' eV4 (BEE NOTE ► (SEE NOTE 8) 18 LF OF II DRIVEWAY REOUIRED LB' E><PANSIONIJONT rnII CE (SEE 970. PLAN lozl CC Be ° SCEr Es FEW MREIE :WALK ''SEE NOTE'f CWITH 1EAENT CONCRETE J RAt,1P SLOPE IV B CURB80UTTER SLOPE (TYP.) IBEE HOLE ]I 38• nANTRACNON JOM (TYP.) (SEE STD. PLAN 10a PLAN VIEW VARIES (SEE NO 101 83%MAX SEE NOTE 8ITYPI 6-NN 6'MN OE SIDEWALK CRETE 6• W. (SEE Flo ED OURS a GUTRai \ SIOEIYAU( �� �FEXPnNS10N.lON'ITYPI (SEE NOTE JI ,ec PI n IR'RITI P.1 sx1EWALK VADIF b 1 sr. Y e' MIN • ••' BE N O TYPE R1B - ISOMETRIC VIEW (RESIDENTIAL, WITH BUFFER) CEMENTCONCRETE CURS & OUTTER (SEE NOTE 3) For NOTES STD. PLAN 104.2 t STD. PLAN - 104.3 i+ PUBLIC WORKS CEMENT CONCRETE DRIVEWAY F'F'K I F:D: DEPARTMENT ENTRANCE - TYPE RIB I ATi DRD 04.11.19 YLP SURVEYED: JGR CYW 06°20°19 YLP DESIGNED: YLP DRAWN: GLB CHECKED: YLP BY DATE APPR APPROVED Gregg Zimmerman, Public Works Administrator SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM GUTTER LINE FLOW LINE 4' `PLANTER STRIP 4' / FACE OF SIDEWALK / MAILBOX CONCRETE PAD DETAIL STA. 11+61.60 SE 141ST PLACE 1 =5' A U 00 T C) 1 T I Q J n L� C) Q C) T ^r I..L T-405403 0 z IN COMPLIANCE WITH CITY OF RENTON STANDARDS J 2 DEVELOPMENT ENGINEERING a� bbannwarth 07/01 /2019 _ W 2 DATE: CEDARS AT THE HIGHLANDS 01.29.19 %R]1C TY 0 ROAD AND MAILBOX DETAILS FIELDBOOK: RENT 0 N PAGE: v4s• DRAWING NO: Q Planning/Building/Public Works Dept. 14120 160TH AVENUE SE C 1 2 W RENTON, WASHINGTON 98059 SHEET 12 OP:28 C) DRS PROJECT NO. 16041