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HomeMy WebLinkAboutR-422940A PORTION OF THE NW 1/4 OF SECTION 19, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON rn N N I 0 W 1- cal f z w BAND- OR MOUNTiNO ON EXISTING METAL POLE OR LUMINAIRE GALVANIZED BOLT WITH GALVANIZED WASHERS. 2" SQUARE METAL POST I F 74- MIN. TI NOTES 1, DIMENSIONS FOR THE PARTS USED TO ASSEMBLE THE BA« CONNECTIONS ARE INTENTIONALLY NOT SHOWN, BASE CONNECTIONS ARE PATENTED, MANUFACTURED PRODUCTS THAT ARE IN COMPLIANCE WITH NCHRP 350 CRASH TEST CRITERIA. THE BASE CONNECTION DETAILS ARE SHOMM ON THIS PLAN ONLY TO ILLUSTRATE HOW THE PARTS ARE ASSEMBLED. 2. A 2- (IN) POST WITH A 2 1/4- (IN) PSST ANCHOR OR A 2 1/4- (IN) POST WITH A 2 1/2- (IN) PSST ANCHOR MAY BE SUBSTITUTED. SEE CONTRACT PLANS. 3. PERFORATED SQUARE STEEL POST SHALL MEET THE REOUIREMENTS OF WSDOT STANDARD SPECIFICATION 9-06. 4. USE ONLY BASE CONNECTION MANUFACTURER SUPPLIED i+ARDWARE THAT MEETS THE REQUIREMENTS OF WSDOT STANDARD SPECIFICATIONS 9-06 AND 9-28. EDGE OF TRAVELED ROADWAY 30'--- F 90' FOR REFLECTORIZED SIGNS: MOUNT FACING 3•(degree) OUTWARD IF SIGN IS WITHIN 30 FEET OF ROADWAY SiGN FACE ORIENTATION 51GN POST •. e POST SUPPOI OTtI J/$'h�i CORNER BOLT SMOULDER BOLT INTH NUT AND WASHERS •- 2 REQUIRED (TYP.) BOLT STOP GN POST TYPE ST-4 SIGN SUPPORT LOWER SIGN POST SUPPORT - 2.25` (IN), 7-CAGE. HOT -DIP GALV.. HEAVY-DUTY ANCHOR wl�COVMFRCIAL CONCRETE MOUNTING ON METAL POST IGN MOUNTING ON SINGLE STD. PLAN- 129 PUBLIC WORKS METAL POST' APPROVED: DEPARTMENT (ADOPTED) (�-� _ 1AW A'I * A r CEMEFITOWCRETE f CLAM LGLTrrER ,+ (EEE NOTE 31 ,r CFJllpµr DEIRIMSSED wDP13UTKC CONMRM - _�� r *JM i 0LI17En SILTEiMx - i$EEDETALL-MI]W En -5 TYPE CM - ISOMETRIC MEW r (WMMERGIA.... WRH BUFFER] NQ11=5 1. Virl a driveway w4h esowdo 15 fell oonakud a f1171 depm ox"nalon joint with 3W )C*4 Iowa" the &Noway Terre IkFas t Aaee1T PORES (sea 0W- fin IM- COn5LOt enpen9lrrl )Dlnje - "Ilfl lfly .: - - aRalEff��Ialae D[TrY. O"Iedne as naquirad a1 If maxlrnum Watifill WhW driVaWey €cWTIl pmesl nMT e1R pltllailer widdls ex coed 30. eT7 elaM fa7 w. r � f Will - iI®a Lr 2 Ste fkf, plan 102 for sidewalk delis. -- 3- � l -ice_ • _ 5 3. CLJrb and Qua- shol a4 ar Wr6 deigIr s tray Im spod9ed. E See aid. plan 101 for curb dololl KIT 4 Not used 7`31' 6. The engineer wtll deslan all drtveweys to Irei cle eV.%1ol T, all lLYre pNlIMY LOII A7UeeML mwf• r points mal with symbol °X•. All eleva•r" we at the bade of JOIMre s•+RL aerw clePtH Durb top on upl lVl all DEPRESSED MON57LTRRC CAM ■ GUTTER DO AIL 4 Not WSW T, Flat DAY&mrf WICIM Sae DRIVEWAY STAJYOARDS (See NOTE 10)- The JoiRta (see aid plan 102) allele be apamd as slow In the conapmWilliB learrerit 4lew, 8 'Slopes shag loomply weh sawions F3D31.1 or R343.23 or - PACE of ADJACENT GOO O R3633.3 of Itq Rleviscid D it Guiidalmai fix Aoueagll 1`6111 - 1 Rights-aF-ti1+Ly DFNoveaba 23, 2005 (112111 fACij. r" - �- S. Ctab retums Tm'ery Type C-Ill Or1VaNey may be approved DE aLtEF.•,cg a cbNe-alt but _ • 1.0.": - 10 STREET STANDAll - Renton MkidrlpalcDaE iRMEh F Tilfe IV Deeetapmenl Rgpulatloft CHAM"TER 5 $TREET AND LITILITV STANDARDS Section44-oe SMETSTAat>AM DEPRESSED CURB DETAII- AT REEIDEh•TY4L OIL CO M►ERCRAL 4''HU VE WATB. AND M lk V S DRIVEWAY STANDARDS ■ Ramon Mu MHOS, Code 41 -- Titre IV Developlrferl Reaullebms 66i-f ey Eluarrlple- Vigil CRAFTER 4 R-Kea. C-ta irwal 1 CiTY-MDE Pill DEVELOPMENT STANDARDS r,timpr d W-M, -- -- Sealon 444M PARKINIG, LOADING AND DRIVEWAY {ruuc-t LA1-C.en.V1010 W I FCECELILATIONS PirB,`tar l Sl Riw*mMo SldlVr s a PUBLIC I'l l.: CEMENT CONCRETE DRIVEWAY i; PLl1N - IG#S DEPr�RT'1: ENTRANCES - NOTES AND DETAILS - 1iiti/i 1~ 6"MIN.(Tl"P.) CONCRETE LSE LINE GUTTER TIRE CENTER CENTER IN IN LAN E LANE 10' 8•'(TYP.)-STRIPE 2, I B"(TYP.)-OPEN (TYP.) I hNF B (TYP.)-STRIPE TIRE TIRE LINE -TIRE TRACK * TYPICAL-_ 4-LANE ROADWAY CONFIGURATION e MOTE: FOR ROADWAYS WITH MORE OR LESS LANES, THE SAME CONFIGURATION APPLIES. KEEPING THE THERMOPLASTIC/PAINTED BARS CENTERED ON THE LANE LINES AND IN THE CENTER OF TRAVELLED PORTION OF THE LANE TO MINIWZE THE WEAR ON THE THERMOPLASTIC/PAINT. U~ ,n� :-�l?HLI[; TfiQT2iLS (P � • nRPARTMENT N FACE OF CURB lr I3A1$ED EDGE DETAIL �-L- SGE LEVEL ' `1 fSIDEYEALK lwwsrEase JOu7T15 Tt7 e1CLUM RAISED EGG_ _ STD PL:W 161 1" OsII It ':. • r +'L "'I,. w �F.7i7iiTIHG RdMd WAY �// causFlEnEaData4s SE€ RAISED t•. V^ Fillg>fT, AIk-.TIC TYPICLL UNDER [.RU$NEi7 SURf'ACINa TOPCWM lONTC! aYL CUT MR SIDFWALIt -Cul»tCi i6 45x u001FlFJ0 PRI''ti,r6A iR'QNIR f15'P.1 NATH RAISED EDGE (ulaEss re>:DUIRELaKT WAArooaY ENGINEERI 1"YP/CAL uNIKItA1Lculr>I. GUTTFaa slaws-lL. csrcRwER CUR1Y 8 CtrTTLR TD BF t' IYYCEcnES.*. Dli �mf 1 FOR CURBCETAaE SEE STD PLAN 1*1 MATCH EIDS71N3 ROrV[RYAY tfU19FiEO N9CR N • ,S 4 f IiF9E.1H/ICHMR IS ORfATER MM FOR ALL CURE IS GUTPER) f FINIl GRADE I-OV BELOW TOP OF CONCRETE SLRFPIE Z-D• SIDEWALK ADJACENT TO CURB MIN rLOII DING IAC'AI•IR IT'A',I f FOR CURS AN 101 i s15 cEE crD PLAN 101 ■RIDGE DR PEDESTRM Mlellra3 FOR CURB DETAILS ADJACENT TO CURB 5AFUMt-SEE 51011va" SEE STD PLA41101 (STEEP FII..t. SLOPgsI clylTwLeTw,wg �vuL DR 'Al J I IfrcrimirYPi / Ftuv-1 � I +.aDErv.Aeit 1..5Y t'•"s"r•'1• Ier MR VERTICAL Wn L - �t�' "4W •1i F �''^ 1 ' SEE DETAJI ' E• 1'8'lln'J rRC/.A7L�CU E - JOINT FILLER (ILp ADJACENT TO CURD AND RAILING OR WALL ARElah. FOR &DL JOINT FILLER MrMNENI SIDEWALK eUFFLR 5rRF SIDEWALK ADJACENT TO WALL Call {GEE NOTC. ID) SIDEYfAIlL tf/"(IN) R. SEl:tlOug 1 rrYl, 11R FOR CUM DETAILS - 15ti 5tA SEESTO PLAN 101 7�` ' � BaDa.1Ta serslf :.., � OR IV/yiCll EYJSHNC 7 Ta171r��LE4 F�1r>IlTLR FINISNEO GRADE 1.41mi BELOWTOP [€ DOLICaETE s SURFACE FOR PV i0iW- FLIASN 1d . 7J•' CELIEM CONCRETE CURB ADJACENT TO BuFFER STRIP - jCalal AJED GUTTER S4MYNI FOMCU. MIk.LS WE STD PLAN 101 ue•mua• NOTES 1. Four Not of the sldenalk width shalt y - be Um rrlinlnW m pede5Ulan / e�ss ble hove lz�: free DFvenlual Sled horizoMl obGlrUCt1}n9. Gratklgs, ; Access COMM, JuiloWn BuKm, Z�l Cabla Vauhs, Pull Bo.Iea end other .. \\ mustlk be NO *At wrfaw, and rtrabji prasi¢ ad all sidewalk T- hWnalithlE Cement C.ancreLe Ourh and Sidi mlkI hat permitted Innew For other referenoad NOTES sale r strurAbn. When replacement work STU PLAN 104.2. II@CM18LeSa M*NIlMl[ Ce." Zwoeee Cal4b-Mil W500T Standard Pbn F-30-1G -M. Paved rltlrfal must Dcenplywth 3. Concele In 6041 DM P5L STD PLAN 102.1 95 SppllCaple, MJO1HT IN SIDEWALKDr.LY .. } •.tom . IV • I • a M FULL-CEpTH EAPANVON JDl IN 4OF14 -+----� •• - GUNe Ast931p(;WJaA({PEE STa RAII 10LY 3'r C CONTRACTIONJOINT JOIW AND FINISH DETAIL • , F; a .,. if eREM j]IMT FaLER fi FULL-4EP7IM EXPANSION JOINT STD. PLAN - ID2 PUBLIC WORKS CEMENT CONCRETEDEPARTMENT 5 PLAN - i27 SIDEWALK - 7HE=FiMCIPLASTICIP,4aNTEC) ,y�� TZOv>:yrJ f I . CROSSWALK{ Y1ar�. /1MW,011 <1f111 E 11Z' r I L TOP OF to Irr FL ROADWAY ' 1 r L 1 ZP r CEMENT CONCRETE TRAFFIC CURB AND GUTTER FACE. OF ADJACENT CURB -$ IQ--- FLUSH WITH GUTTER PAN AT SIFWWWALK RAMP ENTRANCE f:12 V24 TOP OF i02'R- ulanrnvAY � r L T 1.4 DEPRESSED CURB SECTION AT SIDEWALK RAMPS . ye'F' ;�• PTO r PREMOLDED JOINT FILLER E FULL -DEPTH EXPANSION JOINT 9- CEMENT CONCRETE VT R. - 1- R. SIDEWALK RAMP VARIES OR LANDING FROM e TOG G• r 3W PREMOLDED JOINT FILLER CEMENT CONCRETE PEDESTRIAN CURB AT SIDEWALK RAMPS AND LANDINGS FACE OF ADJACENT CURB - 6 112•- SEE DEPRESSED CURB DETAIL THIS SHEET 114 TOP OF 1 1 1• ui R. ROADWAY i L L T DEPRESSED CURB SECTION AT RESIDENTIAL ORTVEWAYS ONLY, FOR CCIMMERCIAL DRIVEWAYS SEE STD PLAN 104.2 1=AtfE aF CTAiO FADE OF ADJACENT CLIII GUTTER SURFACE 6 6 irl, 1• L 1 � TOP tiF ROADWAY 1 t- f CEMENT CONCRETE TRAFFIC CURB DEPRESSED CURB DETAIL AT RESIDENTIAL OR COMLIERCLkL DRIVEWAYS, Al ALLEYS GENERAL i40TES: 1. Sea Standard plans 102 and 101.1 for curb expansion and cantrwwnpLrii apumg. 1. EapanaianloinL shall br Full optb, 31e' l prl9TlDlded juirA riller. 3. Fur DBpressad MDnDlllhsc bnvL•wsy GuTb d Cwitar SaCllOn, we Staedard Plan 10•q.2 STD, PLAN - 101 DEPARTMEENTNT PUBLIC 1ti CEMENT CONCRETIE CURBS �r �1`F► • Call 811 • m two business days before you dig NO. •p ITFN d B[F'aWI MYiS} FIK V+AFS IEEE N4TEh r �FM." _ _ IMF • 11" alaawAv nBalllw® _ rrHt•r®I�RWA Isle a/Q P4111 •Ea r i1.lENT + 6G1"0411E J S SEE hO7E 1 1 wurwlslteLw NIMa - DE lEanrTlc flaaMa ITV j a Cl I BUTTEA (PC w rEH air wn K• �+�Tr w i� PLAN Wl ITYFE 0 8HOwTa C 14 Ca E C-NIAX 01161 wR, ISEE NO Ta 95 valrEs IYLMOW 1n) 99.1•IxL GEE ION 110WI. "+ I 1PNM1 IPNN k CFIENItb1o•tfE I+?•MM. `l L a�Taua 1 Yr EkP+ M'iNT IT7Ta SEGTIOn A 1BEF tfn M-fe ••wuu . aamM brrr---c M ELom wAkL 1fF P ITYPS -aRRMIT•R BLOKE Is1o•r sslgr.l EvtA?aERwTEDg I.RIL Ir fAWEWY.Y 1YliEL LL'prN/EE . - MR IerNLd RerUA 9u - l sHIXYNFafd 24 M ' I _ aacrlolLQ � - Arbt rEtirt A rELB1T atL YTQ FlIM /I'1.O ae 1 TYPE. C7 - I5011il RJC VIEW Far NOTES"* SID. PLAN 104.2 STD. PLAN - 104 PUBLIC WORKS CEMENT CONCRETE DRIVEWAY DEPARTMENT ENTRANCE - TYPES Cl I Ill � C3! and C-MAX Gregg Timmerman, Public Works Adrnlriharaltor CONSTRUCTION e sitts&hill RECORD DRAWING �A,�t) C. PROJECT WAS COMPLETED IN SUBSTANTIAL 4oE W/r��C(rJ, CIVIL I STRUCTURAL I SURVEY CONFORMANCE WITH THE APPROVED A 4815 CENTER STREET I TACOMA, WA. 98409 PLANS. ELEVATION DEVIATIONS, WHERE fs PHONE: (253) 474-9449 I FAX: (253) 474-0153 APPLICABLE, ARE DENOTED WITH PLAN http://www.sittshill.com/ CALLOUT UPDATES, AND A STRIKEOUT THROUGH THE ORIGINAL ELEVATION. 4644Project No.: 19480 Project Mgr.: DCD UTILITY AS -BUILT INFORMATION OBTAINED BY MCKEE ENTERPRISES AND VERIFIED BY S�O�� �' Pl Engineer: DKM/RJJ Proj. Drafter: KLK/DKM SITTS & HILL ENGINEERS, INC. ' R-422940 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SURVEYED: SCALE: AS NOTED VERTICAL: NAVD 1988• 3/1 HORIZONTAL: NAD 1983/1991 DATU V C T Y OF • RENTON Plan ning/Building/Public Works Dept. BROTHERTON CADILLAC - RENTON SITE/PAVING DETAILS (PUBLIC) DATE: DESIGNED: DKM/RJJ FIELDBOOK: PAGE: DRAWN: KLK/DKM ONE INCH DRAWING NO: (;2,5(; CHECKED:DCD AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY REVISION BY DATE AP P R APPROVED: DCD SHEET: OF: 14 39 N T O O N I^^ 0- LO N T O O O N a J LO O O O N N A u