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HomeMy WebLinkAboutR-394715NE1/4OFS321T23N1 R 5 E co I W a. 0 Ib N 0 Of a. LY w N _J ca lb I (n 3 0 N Q O Ir It z Z Q 2 0 Ln w w 0. It Y a Z 0 z w z 0 Z to LU Z J 1'-0" CONCRETE CURB/GUTTER PAVEMENT M d d - 4 Q O o o O o o100 ad. a 4 . p0°0 0 p o 0 p 0 d ° 0 0 0 0 °0 0 0 o d 4 o 0 o 0 0 0 0 0 0 °0 0 o0 0 0 0 0 0 0 0 o O O° o ° O o o p o ° 0 0 0 0° o 0 0 0 O o U o O o 0 0 0 0 0 0 0 0 0 0 o O o p o O o O 0 o 0 ° U o O o 0 o 0 0 0 O o 0 o o O O o° 0 0 0 0 0 0 0 0 0 0 o n 0 n o 0 o 0 0° o° O o o 0 o n o 0 0 0 0 0 0 0\ 0</0<//X/0</0<//\\ MINIMUM 6" BASE COURSE WITH PRIME COAT (PER PAVEMENT SECTION) NOTES: SUB -GRADE PER SOILS REPORT 1. SLOPE SHALL PROMOTE POSITIVE DRAINAGE TO DRAINAGE STRUCTURES. SLOPE TOWARDS OR AWAY FROM CURB AS REQUIRED. 2. EXPANSION JOINT: PLACE AT ENDS OF ALL RADII, 5' ON EACH SIDE OF DRAINAGE STRUCTURES, AND AT 45' MAX. INTERVALS IN STRAIGHT CURB AND GUTTER. PROVIDE #6 x 18" LONG SMOOTH STEEL DOWEL BARS WITH 1" 0 GREASE CAP THROUGH EXPANSION JOINTS. (J" THICK BITUMINOUS FILLER MATERIAL). 3. CONTRACTION JOINT: PROVIDE 2" DEEP x Y" WIDE CONTRACTION JOINTS AT 15' INTERVALS. 4. 2'-6" LONG TIE BAR ON 2'-6" CENTERS SHALL BE PROVIDED WHEN CURB IS ADJACENT TO P.C.C. PAVEMENT. 5. PROVIDE 2 #6 x 2'-6" LONG TIE BARS TO CONNECT EXISTING AND NEW CURB AND GUTTER. 6, REMOVE FORMS AS EARLY AS POSSIBLE. BRUSH TOP AND FACE OF CURBS TO REMOVE ALL IMPERFECTIONS. TYPICAL OF ALL FORM WORK. 7. ALL RADII SHALL BE TRUE ARCS. 8. LIGHT BROOM FINISH ON ALL EXTERIOR CONCRETE. VALLEY GUTTER N TS NOTE 1. LOCATE AT EDGE OF PARKING SPACE UNLESS ACCOMPANIED BY "VAN" LETTERING ACCESSIBLE PARKING SYMBOL EPA 1505 Westlake Ave. N. Suite 305 Seattle, WA 98109 N TS 11 11 ki I R. T (206) 522-9510 F (206)522-8344 WWW. PAcLAND.COM 1211 REFLECTIVE ALUMINUM RESERVED LEGEND AND BORDER - GREEN PARKING WHITE SYMBOL ON BLUE BACKGROUND BACKGROUND - WHITE 00 °a TYPICAL AT ALL HANDICAP SPACES THIS SIGN TYPICAL AT ALL "VAN ACCESSIBLE" VAN PARKING SPACES ACCESSIBLE PENALTY SIGN WITH WORDING AS REQUIRED BY STATE OR LOCAL LAW ' I -------GALVANIZED "U" CHANNEL POST �CD CDCD LLJ �n Q I 4" DIA. SCH 40 GALVANIZED STEEL m 5 PIPE BOLLARD PAINTED OSHA YELLOW Cf o � o FILLED WITH CONCRETE oV)I PAINT CONCRETE BLACK Ln LJ AFTER CURING ;1 o AT ASPHALT LOCATIONS i 4000 PSI CONCRETE I 1,-6n ACCESSIBLE PARKING SIGN N TS \►ej REVISION B1F=1= 0 U T D 60 S 111 No th River Road North Aurora, IL 60542 Phone: (800) 323-5664 Fax: (630) B97-D573 sales@helson.eom Model # H36-7-P-IG Dimension Sheet 37"±112" 47"±112a L - BY I DATE HEAVY-DUTY CHALLENGER 1 5 LOOPS 7 BIKES ELEVATION VIEW SURVEYED: WRH DESIGNED: LRR DRAWN: CMD CHECKED: WFF .. 6u il=u 4u #,Ivt 2-318" O.D. ) GRADE WWI` ANCHOR ROD 10" CONCRETE GRANULAR NATIVE SOIL www.hclson.corn BIKE RACK N TS SCALE: AS SHOWN ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL• NAD 1983/1991 DATU M 1'-01 I' -a- t5ffCMTRAG11 ROu DING 2131' MrgNi R. r•yp.I t CILM NOT INCLUDED IN WD ITEa+- � s4 + see "EO eO0E Sd 110oIPREr<III STLEWALK 0ETAIL-7KS SHEET J;I+ir:ILI_E" At�CUFF MN {SEE COUTRAL71 SLOPES irk nNp R. gTYF,I VYITH RAISED EDGE Np1'IH[1UpE01ffE10rrEhl- ] 9 iLN PFIERIC)LDED f ., FPaSHE❑ GRADE V IINI BEILDW JOINT PUER Top OF COP IE 5JRFACE x•c SICIEWALN ADJACENT TOGUFt13 r-Lr 1 -o-' NN ISTeECGHTRAI tnyws R rrrn.I RAU �' MR6 NOT INCLUDED IN 81V FrEl.1 - ' S• �1 3 6 [iN1�1� f p3 rszrn W ALL DR BARRIER &R67GE OR PEDESTRIAN .•' .-. RA,M JOIW FnLER ADJACENT TO CURB BARRIER - BEE 31pE1YALIl IMEP FILL SLOPESJ COuiRaC7 PLANI$ ISEE GOWRAI OA MARWER I Ir1-{IN1R (iYP.I � =Lu1 5f: CURB NQT INCLUt7Ea IN B10 TTEM $�E+4hlJS se ce' 'P . 1n' I IrL VER11CAL HIALi - Lot' II111 PREMOLOEO 3;EE EIVAI♦, tWN7. FIILLEF1 jTYP•I ADJACENT TO CURB AND RAILIP40 OR WALL • as NNf PrtEMOLDEG J0Iw MUM A. 319111WAL14 I BtIFFERS*WP IS*E CORTHACT S5R 7IQTE I01 12 IINI R SiIDE WALK ADJACENT TO WALL DETAIL J , TYP. i CuAB N0710CL CED IN 5+TT ITEM - 3 6k • 5' MAN E- . � t�2IIRIN FINLMt 11 GRADE 1-{IN}91eL04V TOP OF LUEICRE9 -• sLIRIPiawnNG -1LuSH IF Phvm ADJACENT TO BUFFER STFifF' I' ICI R '• `" ' ,'• BROOCAEOfl NI9H • • � .F % � +f-WIOE SM44TH �+ �• -'� ; - ,' TROINELEO PERiN;TER }RAISED ECGE DETAIL i� f f f EICt EH❑ 51dEVNILJS TMAN5YER9E aN IS TO INCLUDE RAISE) EDGE ■ - - :�;- CEMENT C0.41:9ETE CURB ICURB AND GLI N II 9HOVYWI NO' INCLUDED IN p10'TIM + For NOTI=S see STD PLAN 104.2, Paved Surfaces must Comply WM f� r STD PLAN 102.1 as appl-able. aA4- 1-111-TU Ua 4 C9NTRAGTION JOWT w IN SIDEWALK ONLY - `��,� _ F7LpaN9L0+aJ�arl naeozn w ••. .'`+ti• ro " � � .-1 •}.'�, ra �. ti � �� •..� GJRBANOSIE]EWALK;SEESTOPiIJI]Otl• L • ,+ IR �'+ra 'p JOW AND FINISH PREIUO16ED JOINT F E1ETAIL ILLER Ei EXPANS104 J(�INT C CONTRACTION JOIK[T PUBLIC WORKS CIRMENT CQNCRETIE PLAN — 10 +f * DEPARTMENT SIDEWALK 4LIA11 E::1J T. CEMENT CONCRETE SIDEWALK (OFF —SITE) ENGINEER'S RECORD DRAWING CERTIFICATION SEE SHEET CV-1.0 FOR SIGNED ENGINEER'S RECORD DRAWING CERTIFICATION NOTE CITY OF RENTON Planning/Building/Public Works Dept. N TS IN COMPLIANCE WITH CITY OF RENTON STANDARDS RENTON FIRESTONE 17808 108TH AVE SE RECORD DRAWINGS PAVING AND SITE DETAILS U ONO 0 O O I Cfl T Q ONO co O T LL W z O I— Cn W DATE: ILL 02/21/2019 FIELDBOOK: z PAGE: O DRAWING NO: C-8.1 z SHEET: OF, W 15 18 Cr R-394715