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Home My WebLink AboutR-402712O J 0 z rr a n a 0 a Z J U_ NOTE: 1. FINAL LIFT OF HMA SHALL BE 2" COMPACTED DEPTH WHERE LOCATED ADJACENT TO ASPHALT OVERLAY, AND PLACED SIMULTANEOUSLY WITH ASPHALT OVERLAY 4" COMPACTED DEPTH CLASS 1/2" HMA (2 LIFTS), OR MATCH EXISTING IN STREET (WHICHEVER IS LARGER), SEE PROJECT SPECIFICATIONS 6" COMPACTED DEPTH CRUSHED SURFACING TOP COURSE OR MATCH EXISTING IN STREET (WHICHEVER IS LARGER) PER WSDOT 9-03.9(3) COMPACTED TO 95% MAX. DRY DENSITY — HEAVY DUTY ASPHALT PAVEMENT SECTION SCALE: N.T.S. FACE OF CURB , 8 i rr 5 712' 1' 1' R 124 I + TOP OF `D 1r1 R ROADWAY � T 1 I } } 1 _ g- CEMENT CONCRETE TRAFFIC CURB AND GUTTER FACF OF ADJACENT CURB 8 1r1'_r FLUSH WITH Gil PAN AT SIOEW RAMP EN 1.12 1 24 TOP OF 1r2-R. ROADWAY 1' 6' f __SSED CURB SECTION AT SIDEWALK RAMPS lip '■ '� ■ L 1 M PREMOIDED JOINT FILLER E FULL -DEPTH EXPANSION JOINT COMPACT SUBGRADE TO 95% MAXIMUM DRY DENSITY (24 INCH MINIMUM DEPTH) 6' CEMENT 1n' - I-R SIDEWAI VARIES OR LA FROM } s• TOO + 6' JOINT R �ATE ENT CONCRETE DESTRIAN CURB SIDWALK RAMPS AND LAFIDI N,7 FACE OF ADJACENT CURB t /r- SEE DEPRESSED CURB DIET HIS SHEET 1.24 TOP OF 1 T 1• 1rr ROADWAY 2' M RESSED CURB SECTION AT RESIDENTIAL DRIVEWAYS ONl Y COMMERCIAL DRIVEWAYS S L L STD PLAN 104.2 XMENTCONCRETE E OF CURB/ 1 FACE OF ADJACENT CURB I. AD TOP OF ROADWAY GUTTER SURFACE DEPRESSED CURB DETAIL ATRE SIDE NTIAL OR OCLAINIERCIAL DRIVEWAYS, AND ALLEYS GENERAL NOTES 1 See standard plans 102 and 10 1, 1 for curb expentYon and contraction plr.1 spairv. 2. Expansrun Io•n: shall be full depth. 3/8' (In,) prcmalded joint filler. I For Depressed Monolllhlc Driveway Cub d Guttar SW on. tree Standard Plan 104.2 PUBLIC WORKS CEMENT PLAN — 101 DEPARTMENT CEMENT CONCRETE CURBS CEMENT CONCRETE CURBS SCALE: N.T.S. TURF (LAWN) AREAS 8" 12" SOIL AMENDMENT DETAIL SCALE: N.T.S. 1/2')(4" EXPANSION MATERIAL 1 /4"R AT JOINTS GRASS: SEED OR SOD 1-3/4" OF COMPOST INCORPORATED INTO TOPSOIL TO 8" DEPTH SUBSOIL SCARIFIED 4" BELOW COMPOST AMENDED LAYER (12" BELOW SOIL SURFACE) ;�illil,yell\Tl��l�►l�yxill[�l►f SAW CUT SMOOTH VERTICAL JOINT APPLY TACK COAT TO ALL EXPOSED VERTICAL SURFACES IMMEDIATELY PRIOR TO PAVING. SEAL JOINT LINE WITH HOT SS-1 EMULSION. EXIST. PAVEMENT SECTION 12" OVERLAP OF EXISTING BASE COURSE UNDISTURBED EXIST. BASE COURSE ASPHALT PAVEMENT JOINT SECTION SCALE: N.T.S. 1 /2'X4' EXPANSION MATERIAL 1/4'R AT JOINTS CEM.CONC. CURB AND GUTTER SCORE LIMES TO 9E RADIAL A TO CURE AND GUTTER �11• w 1/2"X4" EXPANSION MATERIAL 1/4"R AT JOINTS 'r SCORE LINES 1/4"/FT. SLOPE 1/2"R I "v+f'-tMDTIi OF SIDEWALK 1/2"X5' EXPANSION MATERIAL CURB RETURN ONLY 1/2-R B 1/4'/FT. SLOPE 1/2"R rPAVFMENT AS PER PLANS 4" 1^� PAVEMENT AS PER PLANS JSTANDARD C£ht, CONC. PARKWAY STANDARD CEM. CURB AND GUTTER WTCURB AND GUTTER SECTION A ---A SECTION 8-8 SEE SHEET 2.5.1 FOR ROADWAY DEVELOPMJ:NT STANDARDS GENERAL NOTES: fCQNTS: DUMMY JCaNTS SHALL BE PLAMO NOT TO EXCEED 19' C/C NOR LESS THAN tO' C/C. 14EY SHALL NOT BE LESS THAN 3/16'IN TmCKNESS AVD SHALL BE EXTENDED 2' BELOW THE GUTTER I.M. 1/2' THRU JOINTS SMALL BE PLACED AT ALL COLD JOINTS AS DL'tEC1EO BY ENGINEER AND %ML EAtiND 1' BELOW CONCRE'C. WHERE THE SDEWALK IS TO BE PLACED AGAINST THE CURB AND GUTTER, THE *.4T SHALL FJE A COLO 40t11T. 1/2•X 5' EXPANSCfJ MATERIAL STALL BE PLACED FROM P.C.^5 TO P.T,ls AT ALL CWB RETURNS. 1/2-X4' EXPANSIC.N MATERM SuuLL BE PLACED AT EVERT FOURTH SIDEWALK PANEL, THE CONCRETE MIX FOR SIDEWALKS SMALL CONFORM( TO THE REGU-REMLNTS OF CLA55 B (3/4') WITH AIR ENIRAINUERT. THE CONCRETE SHALL HAVE A WDON FINISH T#TR ALL EDGES HAVLYG A 2 1/2' TOOLED nNISH. SACCADE MUPACnDN SHALL BE gat (MOMFIW PNDCMR). TYPICAL SIDEWALK ADOPTED ° CJTY OF RZNT'ON } a 4 STANDARD FLATS Cn� 1ST DATE' 04/06 TYPICAL SIDEWALK SCALE: N.T.S. L4• Call 811 • ® two business days before you dig I NO. REVISION SURVEYED: DESIGNED: KH DRAWN; JMW CHECKED: MBK BY DATE AP P R APPROVED: KH RAISED EDGE DETAIL '' or ttS'XWALK LEVEL srr EXTENDSIDEWALK TRANSVIElt Er- Irp• pnry R JOINTS TO INCLUDE AANWO EDGE Y ROU WIH3 ? � t Tom' pN] R. tT11P.T L� s .'► 0&0 I 1• 1616 _� • , ■ j. SC.[ RAISED EDGE 1• • G •LIDEWALK DETAIL - THIS Ll1'PTIJIL NHIOS ALL CUT OWN SM N1ALX s oe�Fs7 00 WITH RAISED EDGE 1 L FOR CURB DETAAS �� OFI 1JI% SEE STD PLAN tat F T-P ADJrIC W TO CURB :. r MIN Rau INO Ur (I►+) R. {rra.) —aft 1 t.st6 LRIDGE CPR PLDE6TRNK RAII IM: FOK CURS oETALS ADJACENT TO CURB BARRIER - SEE SIDEWALK � SEE STD M AN 101 (STEEP FILL SLOPESI CONTRACT PLANS �iALI OR RARRIPR FIU7NE! 'EV VERTICAL WAIL - — 9FE DETAK n FILtT4 ADJACENT TO CURB AND RAILING; OR WALL FOR SI E BUFFER ,STRIP TREATMENT 510"ALK iLf- - I MILK N (SEE NOTE 10) 9ECW LIfr (A) R 1 lr 1.lrLl Tr, SIDEWALKS ADJACENT TO WALL DETAIL FOR CURB DETAILS S.SY MLN SEE STD PLAN tal FIMI SHED GRADE 1(IN) IISDV TOP TIP COWRETE SURFACE FOR PLAN TM - FLuM w PAVED d r 5. ADJACENT TO BUFFER STRIP • � . � GSM' � `�� YE f 1N} PRCMIX DE B .1p6Ni F E1ER TYp1tiLL WHERE APPLICARLE rTFOR C U RB DETAILS 13EE STD PLAN 101 G ROADWAY ROCK RiLS 1 SUNFApNG TOPOOiB16E C1 COMPACT TO 95% MODIFIED MOINEEM TYPICAL MIDER ALL CURB, GUTTER S MDEWAt K CSTC UhOEIt CUPS L OUnI TO BE ? THYCKht SS OR MA" ExtST1NG ROADWAY CRUSHCD ROCK BASE. WHICHEVER IS CitEATER Tr11P FOR ALL CkPM 4 OLR7ER1 1 FINIsHEn GRADE r 0N1 SELOW TOP OF CONCREEE SURFACE FOR CURB DUALS SEE STO PLAN 101 SROOMED FINISH OR MATCH EMT: NO V WIDE, SMOOTH TROWELED PERIMETER CEMENT CONCRETE CURB itcum AND WrTFR SHOW 1=OR CURB DETAILS SEE STD PLAN Sm --- _L • 1IrTO1H- NOTES kk dth (f r sr 1 Fou' feel of the wvmwiShall CONrRACTMDN JOINT • ■ S • be the rrhknum pedest4an =' i' :Ccessible mule., -II free of vort"I :C. W tiIDEWALK4Hir .. � T►•{� �'■ and horizontal OWWUciions. GratiNp. f L' • ■ Access Corers. Junction Boxes. FULL DID" EXPANgIDNNJOWNSIM ' •■ Ca6Me VauR3, Pud Boxes am OthM `-= CLRraANp sIDETTMIJI p61 fTDLW1 TALu appU"na )COS Wt hIn :ha sidewak C must be Push wNth sudace. and match CONTRACTIONJOfNT .:.:'.. grade of tt.s sidewalk. �- JOINT AND FINISH DETAIL Z Monolithic Crmrrt Co^crete Curb and 5+4ew81k II not PeFMWed In new For other referenced NOTES see Eenstructlon When replacamant woo* STD PLAN 101.2- necess:tetra a Monol lthic Cement C0rKFcec Curb build per WSDOT Slandard Plar F-30.1MA Paved Surfaces must Comply w11T1 3. Concrete to be 4,000 PSI. ST D PLAN 102 1 as applicable 01 PUBLIC WORKS CEMENT CONCRET DEPARTMENT SIDEWALK CEMENT CONCRETE SIDEWALK SCALE: N.T.S. SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM JOINT FILLER E FULL -DEPTH EXPANSION JOINT 4k • CITY OF RENTON Planning/Building/Public Works Dept. — Svc N. H �;P 30794��9 �c�4 �SSjONAL EGOS$ 11/09/2018 SITTS & HILL ENGINEERS, INC. CIVIL ■ STRUCTURAL ■ SURVEYING 4815 CENTER STREET TACOMA, WA. 98409 PHONE: (253) 474-9449 FAX: (253) 474-0153 http://www.sittshill.com/ Project No.: 17668 Project Mgr.: KH Proj. Engineer: MBK Proj. Drafter: JMW R-402712 IN COMPLIANCE WITH CITY OF RENTON STANDARDS EbbanLnw.a'rth ENT ENGINEERING 11 /13/2018 WSADA PARKING LOT SITE/PAVING DETAILS (PUBLIC) O Lid O O CD T u1 L� i O O O M W T I..L O J DATE: z FIELDBOOK: PAGE: DRAWING NO: a C2.4 SHEET: 1 n oF:�� L Q a