|
SE1/4 SVV1/4 SEC.34,TVVP.29 N., RGE.4 E.,W.M.
<br /> m 0
<br /> CD
<br /> CD M .......
<br /> III-IONG, NOTES I'.)NOTES NOTES
<br /> CURB A.-HIVAPO, I SIDIWANOR AE.11 RE A MINIMUM.1 A'INCI AN. 1, SODICS WIDTH 01 ONVIAVAIAT IlOIEN1 LINE, 'C�L01"MUST I ANITHINNEINF.Al-I.I.MNALLEI
<br /> HIP OR IT.1 PLINHERNA1.1.C.NIFITI 1.WARCELET
<br /> /F`OIINT.IL I S - A'I IT
<br /> AN N. A,CN 1. 1
<br /> 111111D.111111INTS I INCOVI IINTIIL COME I I.MAX S 11111111CS WTI AIR INTRPHIIINI ULS ITAIGNEGRAD E. "T NO AS 'I HALT I I'IO'I'DA1SE
<br /> U I LESS
<br /> FAVERENT MAY,AS.)� I
<br /> TE A ExvgrvslON'U"N'IF ""T�
<br /> To I 1/4'DEEP 5a/awmEFuuvEprx '.N' Cl�XGDN
<br /> IN L,,_FETW_EsPA.IT 2, SIDEWALK FULL DEPTH EXPANSION IOINEES SHALL EXIST NO .. .
<br /> �'�NAN"CNI.`Ni 'A�ND EX. GENIEALA RE PLACILT.DIATCH T.DERE IN CLIN N`�'C` I. ANTE-HADI-.IA.N TRIN-A INATI.1
<br /> L' I IS MErvT
<br /> TYP NO..CREI1 P TC 'W W
<br /> Il�'W..FVIA�LST DIPTH 4-INCIEED L SE-1(W-CLE1 ILA-1 4 =1.1
<br /> 1/1-HALT 111H I I I CTY 1IIW1_1W1H1A1,"1.11 CEMARY
<br /> 'EX 7 AN ACT. AS T IM`=�'0p1`WSR`-7H`!H1RCAGWA1`A'R EA.
<br /> ,r,A�N E'0VN�JO I NI SUREA"DRA, 49T DON- I =1TR`1'AE1.1,. IT1.U1,G`W�LD`
<br /> ITWIIN HNIT E I N .1 0
<br /> I 1 3, SIHICIA11 51ALL 11 CONCACTEUTO NOT LIAOIIAI I T.AELI VE'1W'YR`1'1 C...El,I
<br /> ITT INATY X V I DHY _DAUO 111CIIIIAN.-
<br /> X-TTICR 1.UNVI- X'�L1U`1`RiAU`ON ITA,�DARD
<br /> -MONOLITHIC CURB GI H 'ALW.N X'AT'AAHPI CODRIE
<br /> ✓
<br /> A R _NO'I".
<br /> -0 I..All.1 TURRE, &SIDEWALK SECTION AN.EEEH.0 FOLICLI.(STANDAND..WIND A.). --------- A
<br /> 111�1�11CI.11,4 CITITH.IESIX.1.1.1 ED
<br /> 1, THE I N11"ll IIDIWILN 1"1111 IN11111 VVII"A ..I C. I I A�E. U. EXISTING ASPHALT CONCRETE OVER CEMENT CONCRETE m
<br /> TRAN"ARESDT'DRUID COMPOUND l.VFEL BY .... DEN E-1 ,
<br /> V G�OOIVIEEC z
<br /> 1/4 IF INIII PUT I-A, . . .. . . V)
<br /> AN "1 1, 111 TAIN 111'UP AT 1UTTER,
<br /> ANIL CNI C.1; WATIR"�Il,�lRTORRP�ITICIHIIT146T"TRHE w
<br /> EVEN EXI , HE PULL WEA . . .. . .
<br /> Eprx
<br /> U jl MAX CUN4G TIME SHALL RE I.X A MINI.D..111 0
<br /> HOURS, INALIAD-11 IQ
<br /> IINR DETAILS,IF STANDARD FAWIN.A ESSAMICUT
<br /> RRONOL111111CCURIE, AID III,RC,
<br /> FR� G. ALLI-TSE.ALLEECLEANEDAN.E-DWITHAN
<br /> A` I ' Z
<br /> ...... PHALIC NIR MINI
<br /> "'I TO TYPE E-1 CURB&SIDEWALK IDMIRIAMINIAT/1-1111ACT11 IINALIIIOV E. ETICTAFELI WANNH.G PATTFIN AREA. 11USINGASP11I FIN.".1-PICH 1.RE
<br /> FIRST IS OONFLETIN REQUIRED III ECII11CLAL 1RUVEWAY1 WIN C.N.ITl I-THICKER THAN FREVOUEXISTED
<br /> INC 1 4 CRUSHED SURFACING
<br /> PAVEMENT BIDEWAL.ARE A'MIN WIDE OR AX APPROVE.BY IHI IIILD.RII.P..IFCL
<br /> NIT HILDION III BEEDIIIIII INVIWAAI
<br /> IT
<br /> IAM,CX UIE1, "NOHN"T
<br /> DO I R'H LL ED I I E
<br /> NA L�.`.HNTRVA1MXTCH TY11I M ME W'I'HWIED.I/AAP'�EA'I'ILAN�WARNDCI'PE'Cp�E'�".N 0 C)
<br /> INTEE I I CIRI TO 11%MaxRLAX 11M 8 ,R,,pLA,,NEp 5`URSRV`A SIX I G'MIN I IN CRUSTIO SURFACING
<br /> CE1111LICEITHICINTS MATCH Ex,,NG REVEAL,W.ICH MAY BE L2 THAN EE_ _EXDI I IAEEC) T..CLIML
<br /> -IIIVI INIRILIANT 1/1' TYPE E-1 CURB,PLANTER STRIP& TDHVS`NA"02S%`EHOGV`N CINUSTASNHIALDNARAWINESS `UN�OLNTI 9, ALL IOHNTS SHALLE1 CLEANED ANN EDGEGW
<br /> DEEP S'NTEIVAI I_EEN TILL 1/1 IULLIERTHIMIAN"CH SIDEWALK SECTION VINGAII HADIRAPHEIIINAL $11 STANDARD IRAIING 611 L)
<br /> 4.
<br /> ANIE HALF DERIT A AN,UN I.NT U.M.
<br /> NTERVA =1,RI
<br /> I PAVEMENT SIDE- AT ..MPLETE.
<br /> A.,HAL,LEXPE 11-F CINTRIL A MIN EXISTING ASPHALT CONCRETE OVER PREPARED GRADE ME, z
<br /> I /4D=1EN COLDNEINT (111 NOTE 1) 1EVENTERINCRETE B MIN, E, IN
<br /> ENDANG.R'.NT '=I HILL 1.MA. A EW
<br /> 15 INTERVALS BETWEEN AND HA,1pDEPTH EIIAN1111 HIP OR NENC N.
<br /> EE'IULLDEITHI.INT PAVEMENT INALIMHNTMUIT
<br /> /I HA I'DE.T PAVEMENT PAVEMENT EM MAY /_0
<br /> IPAN,ON HI BE"C' C INTI.NCRITI(B DIN)
<br /> �X - I -CRILIHEIALF-IN.PASE EMINT N-ENIENT N�P_NVENT
<br /> INTELRUP`�'HHETWEEN 11111 1w CLEURIE,-PACTID T.RE. =E RATCHV'OUSELI EXISTED
<br /> IOIrvTsIN , a I'THUCKEIIHA IRS
<br /> COLD 11INT =NDAD M.ENINY FT.'
<br /> IRAVING 301 TYPE A-1 CURB&SIDEWALK SECTION
<br /> 0
<br /> MATCH EXISTING CURB
<br /> E VIG UTTE REVEAL 1EEN.1E. IN'"'p
<br /> CURB ' PUBLIC T PUBLIC WORKS GO
<br /> RIPLACI7O PAVIA��, BEV TOP I.NRSE
<br /> NEW EVE ETT PUBLICIRORKS I I N CRUSHED �RE V IN E'MIN CRUSHED SURFACING
<br /> WASHTTON DEPARTMENT VMUIB 1' DEPAIDERSKIP 4s
<br /> EA&`GUNTEI _lr HE SECTION AA SECTION B NO
<br /> SEC -A SEC -B =UFSE
<br /> HU IRE A I CIH UNION NNENCINTH111111CIR. 1.DEs EA i E
<br /> EX'IN' :
<br /> IAVE.ENT-/ --- CEMENT CONCRETE CURB& CEMENT CONCRETE EXISTING CEMENT CONCRETE OVER PREPARED GRADE
<br /> GO ES
<br /> TYPE A-1 CURB&SIDEWALK REPLACEMENT CURB DETAIL SIDEWALK DETAILS 312 DRIVEWAY RAMP TYPE-1 31S PAVEMENT PATCHING DETAILS 326 2,
<br /> NOTES OUR'DEC 'C I 1EI.ETAILA, N_1EF,%IARK, ALUMINUM PEDESTRIAN GUARD NOTES 9 D,6 2
<br /> NERS I'D P. 75 i,
<br /> TH""""=2=M NAM-"NAPI.I.R M11IIE1 INISHEDGRAIE ACI=EWITIR ANGIARC AHI IE1UNS ANIETIHIN.RANTIALLE 0 11
<br /> ATFHCTUEA F�TDIL i THE E'RE L A I
<br /> 11N NE US R11CIILICTMN T"
<br /> I A�MA
<br /> N
<br /> MIN E
<br /> I ALL RE AND AFTER
<br /> I-OHIC" LV` .. I cuAR..IIIHALL.EN-RALA..INu.C..R.
<br /> I T NECEW AN.HARE ER
<br /> SPECID C POSTAL
<br /> 2'11N CLEAR RECILHIENEENT-CHIPETTHE P.GT.AITEB A COMPLETED ADD NU G1=N1LI Ei.
<br /> I. MA IT VE 1.NIN THE RELIC HIR IT.FALLE-D.-CULAIMNSTANDIED
<br /> I L"XE=E.XTV_ E'THOD.1, COX ANIIHIE1 IMEHITECTIHAL AL11IN11,CLASS I AN1111 LCATINI,AX CONCRETE VAL-------- loSTALACIISIAD, PATHECINACCESIBIDE T.A IN STY FIND A
<br /> ADDRESS IDENTIFICATION, 4. WELDING SHALRUC�0 FOER HEA-11HEMENTS OIIHE SISCIRICATIONS FOR
<br /> BOX I MIN CLEAR ALUM NUM U %TFOTT ED NUM A11OCIATI.N.ALL IM-EDWILDS
<br /> NIIII N L CM
<br /> A "T`NLIE�IITMAICLITI I ECT I ENT"N"CE,
<br /> AFMHYVA N, Y=N'RB o HALL BE GROUND FLUSH WITH ACCA
<br /> A
<br /> WAIBASE PLAIEAND I., 1R.-I.N.IVIEWBANDACCEIR. I "ITA"'RAIU ' ALI RE AIAA"""I'
<br /> P
<br /> H EAN.TUB N-HALL E=.S`O 1.NF.RM I NO..
<br /> ASTM 8 42 All 1015,BANS 0151AIES SHALL BE EXTRUDED CON
<br /> /4 1-1/ DIABIANDAR PIPE
<br /> SEE 11 DWG III C STICTIE PA"E�'AL.�AN'DEHE TRIECA,I C.I .DIA LA I ==YEPITICAL IULPI`�O RE IAI1�IEIII�IH/l AMETEI
<br /> BE NOTE 5 MA`,I`,N_ERRN`C" 4. NN,.A"ly.,I AR WN�I ERTMA RE
<br /> HE IEIU R=.1
<br /> E Em TH 'NO
<br /> P I T.AATV 'EU
<br /> L, 7
<br /> U F NO ER=L1G, D=TDlD
<br /> 7 Ell ITA'AR'PIPE-
<br /> =1HATHE'VWAL�A"AVI A XAXNG.FA DETAIL ETAN.ARD ALLIMINILM PIPE.RAILA, HATTATE.SHALL BE MACHINE CUT 2REG3G
<br /> 0.NEST
<br /> ELEVATION T.PREXIDEAUNII.R.IONGTH PRIPT.-M.11.
<br /> EDGE =U I Ip2.LTSUNUE.HE.VU%AEI1D.TOP TOP 01 CONCRETE WALL CO.A TO M
<br /> 'NAEFIEDWART ...-Ow DEN I IIIIININGARX'S EIECTEIAIIADJUITED,INEIEGAPRAEAUXIACENTILIU1
<br /> CURB Ek GUTTER LINE,
<br /> SETBACK PLAN SIDE ELEVATION WITH SIDEWALK 1. ALC MCI,-=ILTREBOHIORT SEILACEI
<br /> I EA, A NOTE
<br /> BE SET 11.I.1WALA ENGINEER, WILL P......N'I%�T�EAVCI X N IX 1, PROVIDE SUP JOINEES AT STAIRVANY EXPANGON)OINTS AND AT EVERY 24 FEET ON CENTER MAXIMUM. GALVANIZED STEEL PEDESTRIAN GUARD NOTES
<br /> BITHE CITY
<br /> I RE INILL BE IAICCATII ANN INSTALLED IN C
<br /> 1. IUIIEITED 11111E 1E11I I A A ILVINI'NEEG'ITT AID AN'IA CCENNAX I HERE A ECALNIOV'RINSANCTURIEUXIMNO
<br /> -P.RAT IN.III._E_,=INI
<br /> IE=.,III,1AIIEU11 HEI 1111 FIAT 2 1TIIL11AF1 MATERIALS�TALL 11 IELlEl 01 11AINIII ITTII�.1�1.C."TA"TTA
<br /> BE POSTAL APE FLY U II.N S1=1 T_HREHHFNVHN_I'TVA'SATRUCTURALATENLOO
<br /> AL�RP EACH POST FOR
<br /> FAIL SECHONS CONCRETE WALL FINISHED GRADE
<br /> P.-LACTIESIDE PATRON ACCESS AUDI 1. 110EMENT LOCATION III PINERTAL PARCEL ALLW`L`NO'"ALL""'RM I'AM LEND'"CIP"STR'111A'
<br /> UO'KE,I LL ED Ap...ED BY THE Cl, I�CN 1=11AUT WILD NO CAIR.11 AFTER RARE RMATE N EACH XELEN...1 FLA I'VE,HALL RE 00
<br /> EY III
<br /> ENGINEER ANN THE PIETEPI 11FIRE _=_lUT T.T ARIED.-NIZE.WITH A MINIMUM INC CLAT NO Cl I UNCEI IER 1XNAUE L)
<br /> rFFF T, SLOPE GROUT CLECT ATILIBIA I IIARP EIIII'HALL BE REMOVED BCR TO CALVAN Z N I
<br /> AN'I'll 11"AIN _j
<br /> TOP OR 'Up I A I I.L IN
<br /> -1 PLATIAND FIT ALVIELN'.'PA PIN 'VANLZ WITH ITCH'MEI I'GALVALUGI _j Lu Go
<br /> MA LAN 4 C.NIRITF WAIT A A RA C.D C WE UEEWHL N.I R CD 1EIALK 11
<br /> PAT
<br /> U A=CFU T1 1. IN .. E, HE I I MS-NTAL NALS AN.VERTICALRUPP.DT-'HALL.1 RE I'/I INCH LIAMETER 04
<br /> N 'j."C�H.P' TIED IFEU` IN E.LULETE."HALTILAIII NEIH"HAIE.EEIMIAC.IAEICI.WE.IPT.1 ISTEML c,
<br /> EPPN U) In PA EECLBER SEE NO'I A T.1 2 NUFFTE PA. 11 NOTE I I I STS NA F LUST A R ALL N TT A V,=HEN
<br /> C TIAITC11 L NATH PRIOR TO z Lj
<br /> I GUARD SHALL BE ENECTED AN.ANHUSTE.,11 NEUEIRAI T.ARADRI A CLNNN- (n 12'MIN 6 NINE ANEGRACE
<br /> ROADWAY w
<br /> 1@14 LIM 2UMMIRTNIESINED =ZET THEA rL
<br /> RETT S-1 U"N >
<br /> A.MIN E1H) EP F_
<br /> �w aTmaTT
<br /> ANCHOR I A4 -fin
<br /> FRONT ELEVATION SIDE ELEVATION WITHOUT SIDEWALK ELEVATION SECTION A-A LA E 0 LLJ
<br /> `�2�22, w
<br /> !"�"T` ALIPICIN-RALOCINNICTLINIT.I.- POST MOUNIDNIS PEDESTRI N. AED SHOULDER AREA LLI
<br /> .0.CLUSTER
<br /> DETAIL A DETAIL B
<br /> NDCBU MAILBOX CLUSTER �2;9 DESIGN EA Co--u-CIN 333 w 0) >
<br /> I'/v AN, -(ALLMINUM&GA 0 Lu
<br /> NOTES 1' WIDE FOR 4' SHOULDERS 2' 25
<br /> .L`1A1'.'�N"AR1TA`.LE BOLTS. 25
<br /> 1, 1TAHDU.=D'1,NW'1'1ALL SE."',�I DR`I UNIDY DO
<br /> BE' INAWHIG Ill CITY.1 EVERITT TRAINC EN.INEUt DG 2' WIDE FOR SHOULDERS
<br /> T PIT I A cn
<br /> TRANSIT-1 SIGN INHUTOD 11-11 IN'POST TEM X N) A FIITNA.1EU==,1TA1LINATT.PXR OVER 4' WIDE
<br /> o CRT SEE ATIN INSTALL CROSSWALK LINES IN
<br /> I A, ALL NEW I AN INSTALLATIONS SHALL USE�'.ARE SHOULDER AREAS ONLY WHEN
<br /> NDEWALI TUREND'i, ADJACENT TO A SIDEWALK OR 81
<br /> II
<br /> .1 THE NUT
<br /> 1AIDT TO'AN. THE A ANC..RM.RT NOT PROTRUDE DNEIETHANj'AR.VE A SEPARATE WALKWAY (TYP.)
<br /> III DEN" YOULITEP NE.TYI
<br /> CROSSWALK LINE
<br /> I-GLA 1. A.'...1-11'HALL 0.11'I'D WHERE IH.WN
<br /> A IN THE NLANI I APPI.EU BY THE CITY ENGINEER Y.IQ ORA V`ELD'MT I N=`IM IT TAI I1AIDAI UA =`E
<br /> 1' MIN. 4AIN. w
<br /> WA1D1RISENT'N"1'GVE XCLS WQIAIIM
<br /> WSTALLATONS'HALLUSE 5' MX.TEPOSTS
<br /> EE TP
<br /> cn
<br /> TYPICAL SIGN INSTALLATION HEIGHTS STEEL BASE PLATE SECTION 1, ALL 11"NITILLAT ON'N I "I I IHT IIIWAI EDGE OF PAVEMENT, OR FACE OF MFG.) STOP LINE
<br /> RHA'I C.VPL,WITH MAN NXI.TU I.CM THATIC
<br /> PLAN CINTRI LEE IEQ1IIE1ENI5 IN EITEET 11 THE CURB (WITHOUT GUTTER), OR EDGE Lu
<br /> 'AT,"IIDI
<br /> F5 TALLAT",
<br /> OF GUTTER PAN (WHEN THERE IS 0 Lu
<br /> '/IF-CIFNIR CURB & GUTTER) (TYP.)
<br /> EFFINATEEI 111PRE TILDE ET WITH I ENA, EDGE OF
<br /> ED AMMER ,,ON I =N.....I El'IV
<br /> ES `TM�V'LA.HN AEiWHT P DIAN WITH 10 WAITIR
<br /> 11 WASHER LANE LANE TRAVELED WAY
<br /> 16ROM o
<br /> 4'EDGE LINE(WHITE) I EYE C VVIDE LINE WHITY) 2 '/.`�6N HA PCEN_,EX N
<br /> IS C ED POLT'OR E' UNI.'T EAM.TH "I NO71 o EDGE OF TRAVELED WAY
<br /> 4 PER;A0,RACENSQUBE I IT L CIA,I
<br /> IN Y..11 NUTT PC WA'HX SHOULDER AREA
<br /> COMMERCIAL
<br /> =."E.NG
<br /> CONCRETE E 1:
<br /> U RE.
<br /> R TY, T 'CIA I I -MIN Ill N-I I MAX I -IN
<br /> 1 SEE THE CONTRACT PLANS FOR LOCATIONS OF CROSSWALK CENTERLINES.
<br /> AMTHII TYPICAL SLOPED SURFACE
<br /> EL L i i III -. -_j I
<br /> I L I / _ =SSSTEEL
<br /> RE
<br /> ANCHOR PLATE INSTALLATION 2. TO THE MAXIMUM EXTENT POSSIBLE, CURB RAMP CENTERLINE SHOULD VERIFYI
<br /> WSLOTS-LANNI-5,BEELED
<br /> BE PERPENDICULAR TO THE CROSSWALK CENTERLINE. BAR IS ONE INCH ON ORIGINAL DRAWING.
<br /> CITY OF EVERETT ��1"
<br /> PAINTINCER. PUBLIC WORKS IREINURIDIUSIT CITY OF EVERETT 3. TO THE MAXIMUM EXTENT POSSIBLE, CROSSWALKS SHOULD BE IF NOT ONE INCH ON THIS
<br /> SHEET,
<br /> �w �*PUBLIC WORKS DEPARIDNIENT PERPENDICULAR TO THE CENTERLINE OF THE TRAVELED WAY. ADJUST SCALES ACCORDINGLY.
<br /> tn BUS PULLOUT TYPICAL SQUARE POST TYPICAL LEVEL SURFACE m-IFIG, -ForG..- oins`izotT
<br /> TRAFFIC SIGN POST S DATE:
<br /> INSTALLAT11 NSECTION ANCHOR PLATE INSTALLATION LAN
<br /> TRANSIT STOP STRIPING 723 INSTAL TION AS SHOWN 9/26/22
<br /> INPUBLICRIGHT TYPICAL CROSSWALK DETAIL
<br /> DO -DF41 716
<br /> NITS DESIGNED BY: CHECKED BY.
<br /> KOS ACR/KAG
<br /> PACE PROJECT NO. 21586
<br /> CALL BEFORE
<br /> Iffi YOU DIG 811 C3.1
<br /> ND,
<br /> UNDERGROUND SERVICE ILI REV1122-001 SHEET
<br />
|