|
• '
<br /> LT RT SE 1/4, NE 1 /4 SEC 11 , T. 28 N., R. 4 E., W.M.
<br /> • inert N:342541.7815
<br /> CONSTRUCTION NOTES:
<br /> . . E:1290593.4649
<br /> MATCH LINE SEE SHEET PV1 0 CONSTRUCT 6" CEM ENT CONC. CURB AND GUTTER TYPE A-1 PER
<br /> •''.:•'!••'...• -J,.:' . ::..1-II,: ••••••••• --::. ' I-• ;•:- -1 + + + + + + + + + '4,0,--,< ."'.-: • '.,><••• •• ii . .--:Ii"..),,,.. .. . ,, ,,..),...;.% + + + + + 5.\ ,. .
<br /> \ \ T-A A A T• 5_5+42 C.O.E. STD. PLAN 305A.
<br /> '7.7.:. IllririOli - • ----.zi---, .tiii. + + + +,,:.,+ + + + .-,.‘• • ::,.A.: :•.:''' .. ''.. 1.",,,v....\":„4,%';... ..„,;3.- + + + +' 11. ••••/-°••• . ,4e,' fr\ \ - •
<br /> \ ‘,\ BEG1N 0.7 FT TAPER (34.9 RT)
<br /> „ ,
<br /> •••-•.I..10 ' .....'": 4'1- 1-'4: + + ± + +T' ,... . •.• - <,• V"
<br /> + + --,„>.,..14, .• .••••• ' ..! • : t ..‘r,,,,-.„.,,,i). ,„.,. ,k ,,± + + ,,, ., ... itei A \ STA 55+49 \ \ ® CONSTRUCT 6" INTEGRAL CURB PER DETAIL DWG. PV3.
<br /> `''''-'4:a•.••,-.: • .N•Z* , V,‘. `• &%*4' +
<br /> .... \PC CENTERUNEA\
<br /> I :7 \C)
<br /> -.4120: '..• •'....I I.•',..• :••'....1...*: ••• .:*.&-.1'•-- , - .. '',..., - -•:-' •":",',•*;-?'"' • '. •N.: 4 4...7. ,• ' vt, 11011it''.'''f)44'' '''' \."' ± + + 4- 1 . ' \
<br /> -1:. • • • . ' - ',.., LT •K I. .!./ \
<br /> A \ 0 CONSTRUCT 10" INTEGRAL CURB PER DETAIL DWG. PV3.
<br /> IIrlirmi. ' 4 . ,, . ,__ ,_,_,...i.,_ ,_...,..4_.A.,_:_42.__LH-4-4- 44-44 1-.1:.4‘a \ ‘ \ .\ ‘..-\,....\ ‘• 5+81
<br /> ':: ' : .. °- ' - :1 • •• •• :. :113:' - - ---,-,-- -,-...A ',-,4-4- ' .,,, -,-,' edillity, E•1290750 9407 72.1'\a/kiv'.•-• ' .-•• \'• •••-• ‘ (")4•0 ± ±
<br /> 1- l- „...1.4,-1,_,44,_r-,,2-4-;14,, „:--r-,. .>.; . •: . . .: . • ..• ••• ••••• . '•• - • • . s, ,
<br /> E ! r- ' 11..... 4Th \ •,,:. 'END:0.7 FT TAPER (37.0' RT) 0 sCHOENETSTRpvUC3T(10NTvEEGRRAILo.CLUERNIFIGTTRANH). SITION 10"TO 6" PER DETAIL
<br /> + + + \ . ' '..' • \ \IEN).;.HITEJANE UNE (24.3' RT)
<br /> •'''- 'L e E I_ • • . .1 ... ' ....•• •:. -• `1,. ,
<br /> --1-- .••LT AT'RT:• 4 ':• .. • ' '',-. ± + 4Crtigt 7:411-ii Jr, '`-'-`<k,„‘‘. '.\• ..../:' -- '1-' ''' -.. .# \ 'It.
<br /> I
<br /> CT' C _, •.,-, + +
<br /> 43:N '2541.698 : - ':,-'`• + + + --I;"' AN':' ' % '\--?*..•• ..• ...‘ `\. • :• •,1• \= WA ..1+ + 00IIN ,
<br /> N\0 \ \.,.._• ' VEND '''OEFiEINE (12.3' RT) 0
<br /> L„, • \ 11,;‘,1,1\.‘, \:::‘,\
<br /> „ CONSTRUCT FLUSH CURB PER DETAIL DWG. PD1.
<br /> ' 1 i a ,•:. •....E:1290647.4649;,•••. + '''''.:•..\+ + + +
<br /> 0 '' -'-- +41110511111- -
<br /> +r,..-,:,>;;\ -- ...ilt".;.4'....---..‘...- :.':" .•..;'•\ ,,--C.'•:-:''''.','-:-.‘-•+ ' ++++ + ''' ). . ' \ 0 INSTALL TYPE D PLASTIC CROSSWAU< PER C.O.E. STD. PLAN 721.
<br /> ' -.11 4 :.......4....:-.,:j .....I::-I- ,s±... :,.±+ , ) r ,,,,,,,.,
<br /> 111
<br /> _, i -! .,
<br /> ,b.,- ...I,
<br /> ,_,....., . , ,. p, + + ,,,, + +
<br /> 0 .. INSTALL.(4) REMOVABLE BOLLARDS,' ____'-'6.) BL,i3.•.C. • 11D , .,,••• , -,-.-00.• . • A
<br /> °I'' ':''•<,-.1A-A('N.•• .. ....... *;•.. .:. 49; . \ ., ,,-,\,A's..G,S.., .
<br /> • a '' ID 2
<br /> ++ ....t.it \\.:11i-. 4., --,6,- •\• ,...• . ..... ,..N.:. . ;,, 4-_,k4. , '-+ , i vi..6 I-.,.,\„,
<br /> • ,. ,. \
<br /> „ 0 DETECTABLE WARNING SURFACE PER WSDOT STD. PLAN F-45.10-01
<br /> AND SWIFT BUS SHELTER PLATFORM DETAILS ON DWG. NO. BSP2.
<br /> C) INSTALL SIDEWALK PER C.O.E. STD. PLAN 306.
<br /> • PER WSDOT STD PLAN H-60 10-01• '-••••"
<br /> -- .1. •, ± + .,„ -V • . •- .7..•....,-. ..\'• • . \• t„,\;,,-..,,N.,..-z,,,..., + + , - ---------
<br /> .:,...i6c.!1. 1 - :- ' I. . .. I!.-.• 0 . + Ti-. + •p•-- ...\•',3.:17+,„ ..±.,7....r....r..1." t_ 4 •+ + . ;'-:•.•4•14 •,'---•''''. 13vi; • • • A.•:•,' k•-•-• ,,f....\-..•,..\•-•.-, + + 430- ++ \- _--- °----:A.-:=-----:".\-\\ \'• \ 0 CONSTRUCT CEMENT CONCRETE DRIVEWAY RAMP TYPE 1 PER C.O.E.
<br /> ,-- :....:,-1-1.-.1.-•-••-f. + Lit; + tr0-, - •<•„ ' .-- -4---o+ •-, i _,-,i g-t-t--.:•,..,-;.%. ..--9.1. \-•-' -•-••••••.- ,-.-- •A • s......,-.A. kv.,..,•...,. + + eR FRONTAGE INFO .‘ , \ STD PLAN 307.
<br /> '•• ' g- -',-..- --4.N..342401.6o, _.-1- . • .• • •N 342484.52,
<br /> • • -•. •• f',,',.\1- \-b' + • 4 I •-•"" •• '",!'•'..„,!---s' • E 1290791.41
<br /> g J . an,400 , .-.%,,,:,f,',. i. .: .i 4.... 4.t. -.,- NG S L.!ITAGE V•-''"2. D.,''... ..'.. italhar 4„,-' . . '9 .. ,. \
<br /> • 0 75TH ST SW • \\ .0. CONC. MOW STRIP PER DETAIL DWG PD4.
<br /> 4N 41D(D .. .• .• .
<br /> .•:••.ci.:.' -'• ''' • • 1.END2705431/11 CURB •• SMON Ai ''•- 'C•74• \•1\29.1ni. STA 53+37-62+50 \, ‘‘,N,
<br /> 131 -.• >(L" ill ..I BEGIN 10 DOWELED CU•: inrkrz
<br /> ,7,, + "'"" -„,,,,,-.,•-•• ,, \....1, \'.., 0 6' NON-METALUC FENCE SEE DETAIL DWG PD4.
<br /> ,...,' ':•.:-:-.'. ,-0,_. _ ' *, r .ii BEGIN DET-•- 1: WARNI G SURFACE+ '4POIL°14"6- .. . +±++R=2+0.0' , 4. :4 clalS 00) A. .!..:•:_l.-_r•-.Ve-'!',;,',,, z4-„„:.,,,,, 10 i_. \ . 2 , , ..•••
<br /> ,,-,\\ \CD \' • \'''
<br /> ri4 F r ,. „.._ -, •, ..,,, ,.. ....
<br /> .--, + ittti- ,:, -4-- , - :, , -u + ± + +. •VIMIVIIFIL
<br /> ° [ B_ - MI - ,.wf A illik-.-Wa ;Vs ... • . I.Y.i., + i-1-l-.L r r•,ewligi .... ...., 4E,+ + .--• ,--.---1.- • 1 .•- • -- •• •--• i,..-- .•‘1. /
<br /> ''''.-:=212---1&"-- .:''' ' "':--'''' '' ...A.-"'- '..r-i ::'.----',-----':,4:-`pl-:.4 -..*:1=-.:1-4---**,-***4.---' )A--..,,•:*i As.
<br /> ... 1403, ,,,,\., RELOCATED STREET LUMINAIRE, SEE DWG IL1.
<br /> ,
<br /> -: „,c,s, • \N.
<br /> \ N so SEE SIGNAL PLANS SG1-SG4.
<br /> ... .
<br /> I •••' .gal"II*- 'r11111111MAY•••§, IMPlystIll •., • • I .•.,I..• .t • N 342470:53.. .•. .F.. .,/-1.....T.7 viloi:•• •c- • -.:),,C • ..•:•.',\\ •.„, •,,\ \ II•P• • • *, 'V \\ \
<br /> 11W:"."111- VI1. -• : -'. --
<br /> ..ky_-, . , •.1 ..,gmat) ----ii A.,•1- - E 1290870.52 1,,....••••...r:/ • 1, c• '1 •••.."•\:•-•"'"I• •••••'• •• •• ...% , ...\ •7)4' \ , so TRANSVERSE CONTRACTION JOINT PER DETAIL DWG. PD1.
<br /> I i.i..81T . .;..-. •-•'-]'N-342462.59, • ' 10 :2r:: • I. : .•I• .... I:t• -•:1 •••I melm!''' ..1 .....,„.1:.*:.,...• 1:••',- END DETECTABLE ni114.ING.STFACE.... .......-...-% ../-. • 4...,...- v.:.„,....., .',\.• \.: . -,\ ‘.., '..\,,‘ 0 CONSTRUCT VALLEY GUTTER PER DETAIL DWG. PD2.
<br /> S ..;•.•,_' 0-.1/,'\, •••1 E 1290568.29
<br /> I N.I,/"•• .END GEMENT CONC CURB TYP 4 .•7-..,,- .t g),. 1,.. .. ... ..:.,...•0 .. .,.. ...... E124904764.8013.irtzory. .• ... ....• ......i.,..:....: ....„.....t. ,Erm.cuRB 06. mil,,..,..i_.... k. N... ... ...);\..„ ‘ \ * \‘‘ ,<1....'
<br /> 0, PROFILED PLASTIC WHITE LANE UNE PER COE STD PLAN 720. SEE
<br /> 1.2391 '46'
<br /> S : ' '- .. .BEGIN DOWELED CURB TRANSITIO -• 1 - *,,, -'I'il •''' . GENERAL NOTE 1.
<br /> I 1131
<br /> . --. 7 BEGIN DETECTABLE WARNING SURF. E -,. --:•-I-,''...' I ''. '•1' ' •'•-•I•:::_2. 1.f-:-..-•:•°•: c',.. -••••... ..'..".".":. 41D \‘'' '•,, ',?"9
<br /> g":....•:: •••••••• r•.....-.-.••-*:---/7.• ';7•-•i .•- ''....T. '•-•.-117...4••11'....•••::1". .••••,1.... •'.•[..•. ...f 1.-•••• . :-....".• t..••••.• .1 1•••• •Li'l-.. liT.... •:.'\ .I...• ;•,•: -.1.::,:.:1-.... .1*11.f•A•\... : r.--, . 1...:: ,1...• :-.. . --\„,- . , .10, „‘, \
<br /> , (..) PLASTIC CENTERLINE PER COE STD PLAN 720 SEE GENERAL NOTE 1
<br /> , . , • , .........__„.-•\. A„, ,iiti:p.. .....,_,,, ' .:'.\e• : 0 ,,toe ,.1.4,,,sETR.ALwNHO,TTEEwilDE LANE LINE PER COE STD PLAN 720. SEE
<br /> N 342428.58, .&.-..:•.-i__•_...4.•_._.:421 __..„..I -. -I.•" •I'- • L f_.....,2t,L.... ---.-• f:..i., .-• . I...... , ...•E:1290739.9182 , . . .
<br /> E 1290553.19 • I N 342403.51,1••..... :•• • 1...,
<br /> V•. i' ..4.•1.••*.• :.•T .77F-7,17,:!7.7.1.: : .•• 7- -••••.---740040,.------i•-• -_4-,-,_1....:-.--..-......-,,_• ...4:-...._.• „....d,. E 1290888.43 . ••,_ \_..L......1„,,..:-.:-•-••-•-t '••• •• ••'•\ •'''• Ilk •-- ' '•s.,4E) ' /;›
<br /> A.P. VALLEY CURB \ :\'N'''1 "I .1:'• .•-•..1 I END 4 . . R-92.0 ' mg TYPE 2SL (LEFT) PLASTIC TRAFFIC ARROW PER WSDOT STD PLAN
<br /> (WEST EDGE 1 ...: •......i;•••I•.•••' :I IMMIIINUISIU€,. I. •.6, • ••..• ..,..)-:3 •-.. I.-. • • . .„- x
<br /> , , , M-24.40-02.
<br /> OF VALLEY CURB) 1 ,
<br /> - 4 •• --I- 011120311111,11eri :.•7D .",y0,..., ,..C. : W..' L....aijor... .± ....\*.isiv,,.,.-.. igiViliffilrAs‘ 0 < 0
<br /> 2 i • --,...„.dma-„ein,.... ,-,amnimtz•--aRtimsEsL=Emanmasez-zmway..*FiEW--- -"--.--•-•:':•••'7777- ,--•-• -.' -: . ..' ' . \ Le TYPE 3SL (LEFT) PLASTIC TRAFFIC ARROW PER WSDOT STD. PLAN
<br /> i 1 0 ir loptimm-4..pin,immarimensifawdeisma 1,,,..,::,:„. .... ...' ,...411116rWrats6--73;',WM,.Pwrsiwwm I=a=444 _.44,.4_ ,444_ ,..„
<br /> 1/eit-. --.9141k-AML-" lk-,. . , k N
<br /> gicimmwom-it. -,, IMIWAM E • Armargamilmorms=f9.--Aaa BR ilit MFAIMP: .x, , . \ .\'‘‘mu-1g .-24.40-02.
<br /> i I I 1 , . •-41,,•,,
<br /> INSTALL IWO ROWS i ' IIIAIII M111/4740F. + 1_1. i. Ilinimirmaar
<br /> .2.
<br /> STD PLAN 721.
<br /> 1 TYP 2 RED RPMS7 ‘ lip aff•••••." N 342417.77, 4% cio_,- ..,..______/- -,A.: Ii-
<br /> 0 14111 , 4.17witm-Ftrivriz--w, / ' - ' i .`
<br /> k 1 1 4•ID _ E 1290610.84 -- _\,:f___'. •-•, . ''':(/)0 TYPE 3SR (RIGHT) PLASTIC TRAFFIC ARROW PER WSDOT STD. PLAN
<br /> , ,d1 I I P.T. STRIPING -1-.1''.'- 4:D4D, .,''• -N 342414.48, ' N 342407.55, • : GIN CU- AND GUTTER / (I)(D -1A- 7' ,,/ N `.. s M-24.40-02.
<br /> > /-
<br /> E 1290821.37
<br /> \ ill", * .4),40, R=35.0' STA 0+85 , liD CP E 1290857.13 / STA 56+75
<br /> it ``‘. ,' ,WO TYPE 1S PLASTIC TRAFFIC ARROW PER WSDOT STD M-24.40-02.
<br /> I
<br /> 8 z' BEGIN CIP WALL ,....' _ P.C. STRIPING G, P.T. STRIPING BEGIN WHITE LANE ENE (24.0' RT & 12.0' LT) ..,„,:-....
<br /> IL 0 i CIO I ,
<br /> -
<br /> A ;RAVEL /BEGIN CENTERLINE (12.0' RT) '
<br /> ..• '7' •101.:,-TOPPEIr`7• B: El N.' ,$)'•.:- -.‘ Lij,,,C) PLASTIC TRAFFIC LETTERS PER WSDOT STD PLAN M-80.10-01 AND
<br /> I i-11 :-7,,
<br /> \, ....*--, BEGIN WHITE WIDE LANE LINE (CL) ••'-• -, V) M-80.30-00.
<br /> N 342372.28, 1' -.. N 342389.43, r7--0,,, ,
<br /> E 1290564.62 , 1290568.27 1-,--4 \ / STOP BAR
<br /> ,
<br /> BEGIN VALLEY CURB i. , ifigGIN P.C. STRIPING • ' \ .1111i-_, / 1.;"...., LL,0, PLASTIC WHITE EDGE UNE PER COE STD PLAN 720. SEE NOTE 1.
<br /> STA 56+21.18 „ / I A I
<br /> i (WEST EDGE OF a. ,,-,-,
<br /> VALLEY CURB) El I.LJ I
<br /> (ID(I) I LARGE r.Ga r._,[4 / ,V--
<br /> / I
<br /> ',
<br /> 1 (59.5 RT) „ 71111!,„ ' •\ / .
<br /> INSTALL EXTRUDED CONC. CURB.
<br /> I 5 ...u.) .4. I VOLTA..,E cOLE,
<br /> / I A \
<br /> \ STA 56+21.06 > ,
<br /> 1 /
<br /> / / STA 3+35
<br /> END CIP WALL 1
<br /> 012-1„I Z0
<br /> ___IO CONSTRUCT CEMENT CONCRETE CURB RAMP TYPE PERPENDICULAR A,
<br /> „
<br /> > --k. E-- , - p CONC._L-/r/
<br /> -
<br /> (65.1. KO ..,-- , END FENCE
<br /> 9 I CD
<br /> '',XL-I' 11 . ------- - L 1.144.1 (°1 \ -
<br /> \ ,
<br /> \ , 00 CONSTRUCT
<br /> screom.ap:T_AnclorN-C4RET0.:5-Cou:BsEREA:TyG:20.
<br /> 1
<br /> , •\,..-•\ / II IC-31
<br /> , l' I PER COE STD
<br /> g >- w''''‘Z •• / I RTA 56+13,62--- \ \1111",,,,,,. \s\ // CHANSYNMELBIOZALTION
<br /> 3 < . i • 1 (97.4' RT) ELECTRIC SUBS-',/ l'i-
<br /> I- PLAN 321.
<br /> 0
<br /> ,2'6--- L
<br /> _J .. n‘-, I i•- - R56' \ \
<br /> \ \"-•••• \\ SCHEDULE • 0 /A,/
<br /> .1
<br /> . 1 V:‘,1\,_'__: ,-::,, i 7 I \ -S / ' 6.CHAINUNk :-.,,...4C0 CONSTRUCT CEMENT CONCRETE CURB RAMP TYPE COMBINATION, PER
<br /> M L.1.1 "NJ, \ \C!.., /
<br /> \ ...... / I 1 ...S \ .'' \ , 11,\ WBED TOP/ 'da WSDOT STD. PLAN F-40.14-03 SEE DWG PD2.
<br /> 1 El w C.) I
<br /> ,, \ \..<,
<br /> 4 1 1 \ ,. ---\---- \
<br /> \ \ // SYMBOL STATION OFFSET ../ --- ,- t=4T..-1"---
<br /> a s 1.... 311 PUD ACCESS GATE, SEE SHEET BSP5 FOR PUD CONCRETE ACCESS
<br /> / / ' -." •-;/,‘„/,
<br /> ..! I- (/)•"•••..„, I \\\ \ \\/ j I ' --'
<br /> \ Ti ___,----"')'r '
<br /> \ \ ., 0\ / DRIVE REQUIREMENTS.
<br /> 1 < \ I /
<br /> 414% 56+84 6.0' RT /'
<br /> 'I/VP- '0-'•
<br /> .- I
<br /> Y.. 1 \ '1 I___--- / ,.. i •ICV...A) 0 PLASTIC WHITE DOTTED EXTENSION LINE PER COE STD PLAN 720.
<br /> /3,43> I \
<br /> \ _i_ STA 56+07.1'4_-----1 \ 411 /
<br /> - :•
<br /> "I a RETAINING WALL
<br /> ---- R71' ,'GENERAL NOTES:
<br /> ..: 1 \ s -
<br /> / 1. RPMS SHALL BE PLACED PER COE STD PLAN 719. SIGNAGE NOTES:
<br /> LEGEND I \ <I) , I0 DRIVEWAY APPROACH, SEE DETAIL DWG PD3.
<br /> I I ) .....- - ----
<br /> II /// 2. CHANNEIJZATION ON SEAWAY BLVD WAS OBTAINED FROM 1. SEE PD3 FOR SIGN SCHEDULE.
<br /> - ; -. • ,, BUS ZONE CONCRETE PAVING i 1 \ _.._--
<br /> AERIAL IMAGE, NOT FROM FIELD SURVEY. FINAL ® PLASTIC WHITE WIDE DOTTED LANE UNE PER COE STD PLAN 720.
<br /> - '• I I I / CHANNEUZATION SHALL MATCH EXISTING CHANNEUZATION SEE GENERAL NOTE 1.
<br /> rt I /
<br /> I I • --- - STA 56+33.39 \ I / AFTER TEMPORARY CHANNEUZATION IS REMOVED.
<br /> I d,, PEDESINIAN CONCRETE PAVING 1 -- -1 (65.2' RT) 1
<br /> \ //
<br /> F' 3. COORDINATE IRRIGATION SLEEVE PLACEMENT PRIOR TO Of CONSTRUCT CEMENT CONTRETE CURB RAMP TYPE B. PER COE STD
<br /> PLAN 319.
<br /> \ \\ I I STA 56+33 79 / PAVEMENT INSTALLATION SEE LANDSCAPE PLANS FOR
<br /> LI + + I '
<br /> 4. _4_ 41 LANDSCAPING \ I
<br /> (STIA19.586+R1T6).29 tTA 56+23.16 \ (59.2 RT) \ / SLEEVE LOCATIONS. SIGN LEGEND cfr INSTALL "STOP'. 3' DIAN. BY 2' WIDE LETTERING TYPE D-LIQUID
<br /> 60
<br /> ...,8 HMA PAVING UMITS (105.7' RT) \ \ .,. /
<br /> ' / 4. SEE ARCHITECTURAL STRUCTURAL PLANS, AND SWIFT BRT 411311 NEW SIGN. '0 REMOVE EXISTING LETTERING AND ADD TRAFFIC
<br /> .-, EXPANSION JOINT \
<br /> \ 01 BUILDING AND FOOTING ..-IC) RELOCATED SIGN. LETTERING TYPE D-UQUID COLD APPLIED METHYL
<br /> V,
<br /> \
<br /> \ I
<br /> \ I
<br /> \ I
<br /> I -----'k,„.:,,,,,...,--:
<br /> ' i---1
<br /> BUS SHELTER PLANS FOR SHELTERS, WINDSCREENS,
<br /> ...--
<br /> la HAND
<br /> DOVHE METHACRYLATE, AND RED PAINTED BACKGROUND OFFSET
<br /> \ / 1' FROM'EXISTING STOP BAR. MATCH EXISTING 'STOP'
<br /> 1•1.• ,...,.1 DETECTABLE WARNING SURFACE \. ‘ / 5. SEE STRUCTURAL PLANS FOR CIP WALL REQUIREMENTS.
<br /> , „\, ,
<br /> STENCILING AND RED BACKGROUND TO THOSE ALREADY
<br /> \ I , •- INSTALLED ONSITE.
<br /> 71 ,(B CURB RAMP LENGTH (FEET) .,1 6. SEE BSP AND PD SHEETS FOR ADDITIONAL PAVING
<br /> \• El I •(). CURB RETURN SEE DWG PD3. "111.- I
<br /> g' SEE DWG. NO. PD2 c"•/ REQUIREMENTS AND DETAILS.
<br /> ‘ T i______g"
<br /> Z.. \ I 6
<br /> @ CURB RAMP FLARE/RAMP LENGTH (FEET), • , / 7. ALL PAVEMENT MARKINGS SHALL BE TYPE D METHL ii OSLEIGN;WSDOT TYPE 2 33"X22"
<br /> E SEE DWG. NO. PD2 N'. J-BOX) HAND HOLES SHALL BE LINED All
<br /> . METHACRYLATE (MMA) UNLESS OTHERWISE APPROVED BY UP WITH EXPANSION JOINTS AND NAVDilipp
<br /> § SCALE ., THE ENGINEER. I
<br /> 9 pi CURB RAMP LANDING LENGTH (FEET) s. .., CONC. SCORING.
<br /> 54 SEE DWG. NO. PD2 • • s • •
<br /> • • m • w -...-7.- -__....„,.
<br /> --.-5-..,"....7.•=777-_-__!!!' 8. ALL SIGNS SHALL BE INSTALLED PER COE STD PLAN 716.
<br /> 20 0 20 40
<br /> Know what's below.
<br /> i. FEET oe,ER r
<br /> E ,441 Call before you dig. I
<br /> /\ 2/11/17 ADDENDUM NO. 1 MS DS * tt 0 COMMUNITY TRANSIT Drawing No.
<br /> % 3/7/17 CHANGE ORDER NO.1-RESPONSE TO CITY PERMIT COMMENTS MC DS fi4, / 'li ' Drawn By Dote SCALE
<br /> `.4. 8/8/i8 CHANNELIZATION CHANGE ORDER MC DS PERTEET ____
<br /> ___.,„ mm. ,c,,,,,./. PV2
<br /> .--- . 1 ,,f lc-- SEAWAY TRANSIT CENTER
<br /> Designed By Hods
<br /> 7/22/19 RECORD DRAWING REVISIONS AY BC communitytransit y` 7e7 54923 44.0 w MIA 10/14/19 1.-20. /'---\--...Sheet No.
<br /> 6 03/19 ADDITIONAL BUS SMELTERS MC MM 2707 COLBY AVENUE,SURE 900 .Q.'s'ecisrig,-,,„ Checked By Vert PAVING, SIGNING & /--,EVERETT,WA98201 s•-•,.., 10/14/19 )35
<br /> ..t 425.252.7700 I 800.615.9900 Approved By Project Number 71
<br /> No. Dote Revision BY APP, /CO 412,IR 20160067.001 CHANNELIZATION PLAN ---//,
<br /> of Total
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