|
, .
<br /> . LT RT N:347541.7815 SE 1/4, NE 1/4 SEC 11 , T. 28 N., R. 4 E., W.M.
<br /> itgEts
<br /> CONSTRUCTION NOTES:
<br /> E:1290593.4649 MATC H LINE SEE SHEET PV1 0 CONSTRUCT 6" CEMENT CONC. CURB AND GUTTER TYPE A-1 PER
<br /> ....., .
<br /> 'I'.•:.•••1.••• -2M-2' I 'A ,r.,. •••'•: ••••: •• I ri_r + + + + + a C.O.E. STD. PLAN 305A.
<br /> I •-•-•.,. . oi •:.„•• ., ...,.. 4,,,4. + + + + + _i•
<br /> B i, + + , \ + + + +. ili 00 A., 0
<br /> • • • •.• ., , , ; :',.,..,-BEd* 0.7 FT TAPER (34.9 RT)
<br /> I 0I • AVA'.410 „.\'zIo:cr.‘;\',•,, ',• CA+ +_,+ •/' do, VI STA 55+49 ,, • 0 CONSTRUCT 6" INTEGRAL CURB PER DETAIL DWG. PV3.
<br /> o.• ., •••"1%1 • •• •• •I ,:": + + + +- ' , + + + •-,- . ..•. .. •• .• • • -4,,,_.• .,;(...<\, . &- + ....,_+ , ,.., AD ;PC CENTERUNt,•\
<br /> .t .„, ,,,,,h,.. .. .. • .. ....--- LT .•RT:••• '• -.. -= ..ke 'S r' + + + \ ‘, t.,,‘\ \\ \ 3 CONSTRUCT 10 INTEGRAL CURB PER DETAIL DWG. PV3.
<br /> •N:34 4..0745 A•1(WM.-.'. .• : tk.`,,,I,, ''.•, ••,- A ci.„7.1..® + I \1 '', \. ''s \--'s\ i'-' 5+81
<br /> •;:77' Ofigi.1- • i; - :1 • •• •
<br /> e•' • • • ; hiLL•1 -i-o4,-; :-4.-444...4 ;--i--i-i-i--1-1:44 'Ill:'I'>•:"VI" •
<br /> • .... :I il-„-„,` :11-43„,,,r1-1•2,-„!=1„-342,,-„- -7,1_,I=1„4-4-rs,.#•••,:„I-L-L-1:11,-„V.I>,',4101le• E:129O75O.94O7,,WAv WV`..w •• • Nyk,,,;•^„,,„^- • c + +
<br /> VI, 4Th . ... --,.., .ENCA0.7 FT TAPER (37.0 RT) 0 CONSTRUCT INTEGRAL CURB TRANSITION 10"TO 6" PER DETAIL
<br /> I•:6 : B.-! 1-' ' ••. I. ..... ••,.. "..'':. : . pr_f_±. -1-1-1-1 :-H-1 4rie. .,10111/74: . .•""- •••••: •-..:/...1. : „,••• fl-....s,„....'. %• " 4.. + + s
<br /> RT) SHEET PV3 (OVER 10 LENGTH).
<br /> , \.• LT '-RT-, -'- -, -.--• 4‘ + + 41Ortill 4 • :.• I. "I-s4I'',:. '• + + \ \ \ 'VEND Il'PlitREINE (12.3' RT) /7.•
<br /> . . . • .. . "Ern,4 e.•,',Isi3\iSI.WI • ,„•„,,.,,-;. ,• ":'• ••*" %.'• .63. tk•',...••,P•:+ •
<br /> w CONSTRUCT FLUSH CURB PER DETAIL DWG. PD1.
<br /> R50.00,'s:\.2.•••:,•7,‘\
<br /> „••• , \,••••
<br /> •'''.4,....1.1_i-t„„.;! •:,,. N: 4 41.••: : + ‘,"....,..% + + + +cassmo
<br /> ---+-. -,1 ->ei:••• •..., ,.--•••• •••,..-_ -,:\,..\--.)--, IN ' ± + , ,. , iks,LA,
<br /> txre E•1 290647 4649' ••• + ‘I`I'. + + + +
<br /> i#....-st'I1/4 •• • % ., 1,.:*,- , , .. • + + 44. + , ,
<br /> L s • •••• c •,‘, \ 0 INSTALL TYPE D PLASTIC CROSSWALK PER C.O.E. STD. PLAN 721.
<br /> ••x + + . dr,. -e ,... t, , " 6 • .•• •. 04/••!• ,;:•.;:,-;,;:;,..-+ + + =,-
<br /> (4‘..-71...*:.1 ,'.. 'i-177-4._.,..,, -4. - -`...4. i:•:.;,..t-1. -. i 1.0+ 'S+ '':' + €0 r - 0-I"' \ '.;?)%V'.441:. • .•4'''"-.. '9•• :‹ 0 0V•w,r,--,,,, , k: ,+IIII:' . \„A, ,,„ €;,*•„k,,,,,,, , "\ \, 0 DETECTABLE WARNING SURFACE PER WSDOT STD. PLAN F-45.10-01
<br /> - ‘i.>iI,V\ ,6)•••••. .‘•;: • „ ••-. ..-. • - • 'r,k,,,,.: ';,::. \ 27 AND SWIFT BUS SHELTER PLATFORM DETAILS ON DWG. NO. BSP2.
<br /> .;•:1 c E--: -.: ; ,-.--:, •1-1 Agg" t; + ,
<br /> 1 , - ,,\
<br /> .,...:'C.: I.,V L2L.,1 -. 0 •. INSTALL (4) -REMOVABLE BOLIAR. DS:- ••e•• . 4 ++4_ •T ± l'al_ :?'.-N,,\'Pt: •N" •• - • • "•_,.---( ..-: ,-- •• si1J. , _ + + + • \ .„S 0 __2.1__Y---".,t,\s-,4\,,\ ® INSTALL SIDEWALK PER C.O.E. STD. PLAN 306.
<br /> • ',..L ;. ,:.' -.1:--..-.-.-:PER..WSIX?..
<br /> • !--;`= mm-A-,ar-Amik
<br /> 1 '..•:.TR•••••• - • 0.,.I• fy :• , , 0 + '11-• + .. .•'•\•,>. .•AA-0 W + + +
<br /> 4 -- I, Bli.DE • .1- • • A•..".N." Arib.
<br /> F4---4.,.*+ + --\,_.<;,: k.1:i, ",,•6 • , < • '• A•. • --• .1,Vs.-);\:',;.. + + - ++ ,--- -- 0„----'7-'''---\\\,
<br /> '' ,---------- •I'`, 21.,..' \•1\\.'-:\\ 0 CONSTRUCT CEMENT CONCRETE DRIVEWAY RAMP TYPE 1 PER C.O.E.
<br /> STD PLAN 307.
<br /> I -'•EI4‘' -I--II Ws7II_,„,a1 ,.:.- ,••:I: , •_-'•••••.1-''.•f ± Li,, ± ''. ti. •, ' \ . -- 5,- °,,. ;,-',4-1,--1.-pt -.-v,-.3,..,,,-;',.1-..%),,,,-_,A, '..- .N\i4548•4.6 :--••- `;•• .1 • :---''--:F. + ' -' ----- •II R FRONIAti;I NI:0\- \•20\\\
<br /> •.• ,,.. - ;•--4.N. 342461;60, - • • .•,A ‘. .-
<br /> il, ... ..-• '',•,'•., ST "CD\ + " .r.,,,-,1 i . " . ‘."'Ai. ' " E 1290791.41 w,... •-•"`Af--- • 4)(i) + s
<br /> '.• ', 0 75TH SF SW \ \‘`,• 10 CONC. MOW STRIP PER DETAIL DWG PD4.
<br /> ISO 4i15 1 :: -f.-3,---• . i' • 1E 1290593.28 . ',$,'.,-V-•.-.,•••:NA..,;..•,
<br /> •=dI'• '- A •- • 2;?i,+ \+,2; ,..„. ,-HT 4Dio, , 7-st, ...,. -.. .... ,1..4,3, im•., -•.- NG SURFACE V,',..,:„.,,,,,,,,-,‘„,,-. Op op , •• A
<br /> MI • . NO DOWELED CURB T-• SITION ,..- „pc, `,40,,,),,[4.• -,,,r-r 4k.\ ,, %,‘ r4'.‘, SEE '1-FPI,. III\_ t,\'`, 0 6' NON-METAWC FENCE SEE DETAIL DWG PD4.
<br /> En • ..1 BEGIN 10" DOWELED CU': + TIzi- ci Ve410/14,_,__ _.-0 -1.1U. C,,,,•••,,t.t..[,;) + 'N-:-,=.-;„-,..m, •‘,.. --.. > \ \. ,:, , -1 \\, \CD ‘,‘ • N
<br /> ___._ '• IBE011,1 DET.• •••:. E ARNI.G SURFrACE/-- r,_•L A__ . 4 ..„. 4=7 m,,_i_i_ + R=20.0. • - •••••- '•r"--.-C,•i 4,1'''''''>'1'',.''''f.Ali:`, '''''% . •V : \ ''''\'s, d\l' \\\• \ \\\44•:' 0. 20" CONCRETE SEAT WALL SEE DETAIL DWG PD4.
<br /> II ....,,... _ , ir •1_"iii....et IA r...t.. f,_,4_ (..,..i.-4-7,"4 rEkiiimw:,,,wr,,yi‘n.,:,:.-] + + + + ,,..mapper.. . ..iiewpw. . ....6 .- --.• ••.. , ,...,-,.- :. ..-,T,.. ,...-. , ,,_ . ......„ks \ s„..„
<br /> 0 '
<br /> --,•,i'';„-: :E- " MI - -411&'4-- •""-.er,' - • I"•- +t trA•Li-t,t'A
<br /> 6 lgo irlif% '=" • I 'I lita ._ - ' ,___,I... .4„„„.^ •' - .'""I . ,r) .•L.: -?-%f. • ',,- -:-.?0(.. \ ,„
<br /> i , \ .,\ •
<br /> 164:.-•.•"-.4"c•'• ;-- - , I - i, avio f.-. . .4,,,,,A.: immor_e _tor..L...."....N.ga ......,-...**.....'.j'Al 7.11% + - + -L. .1,1.S .a...,.,..z-••••„.1 -,•I•.•• :,,,:,•,...:., ._ ' ,•,,.-., it;:..,0 -,,‘ -.,,,s,\ \ ,..),\,,,,,,
<br /> , .1...0\,\,,,,,,,,,,, '12j4ED• ,\\A C) RELOCATED STREET LUMINAIRE, SEE DWG ILI.
<br /> \ •••
<br /> . \ \ 0 SEE SIGNAL PLANS SG1-SG4.. .... ... . ...=s1„,,,.',, , •••". •- •• ,AO ..n.....cm .2§.(r asiii•,..•" • *. •, • ,• -.-....1. .--7:-/ , ''' 1-.--1,--.----e--: -•-• '-'.•7-1 -•:ifi: ,,,„ _.- ••:''',...
<br /> I EA MIN iNIF......,„„ ... 1 ...4-0R.A. *Ay•.§.,., N 342470.53,. .•. ...p,. „./•,...,v 'Qui, :-. -N „ •.....;:„,-;•\ ...•: •..›\ \ ,ss, \ *„• ,\4..4 \ 0 TRANSVERSE CONTRACTION JOINT PER DETAIL DWG. PD1.
<br /> '
<br /> iNLY II:. MI6, __,L,_.:_.i ..III:D 41EID .-•'..1 40 ,D . - - - •--.,--. :• ---.-1 ' -•'•.::: I- . •-_-: I.*L. END DETECTABLE WARI,E1INIG29STFUE..1'..-;;;r:41-... •• • I•:...-\:::::.....;-\••--7 \.••%\..- • . -;--.-‘ • s.,. -:\ \ ,
<br /> 1# \ e CONSTRUCT VALLEY GUTTER PER DETAIL DWG. PD2.
<br /> I ..8it . .:.._ -.•• 'I N 342462.59, r ._,z,.._. m.,,_.- ._t -• „." .,•_:• L'.:.-_ :_.: -.- „
<br /> S., ::•..L..:.. NIL .17;\-.-1 E 1290568.29 .... . • -- • \/ \ •••,..".. Y•-•\ •e''' - -
<br /> ; I ..111/ • \\/.•- END CEMENT CONC CURB TYP - 1--- A • - -
<br /> 0 1-• •- •" E:1 290741 2391' :,„„,.. ,....7.,,,T. . ..1 0,14k.. RE.1111. .... j..,,,,...., .., .. X.. \, `‘, * \\ ,•,i <,V a PROFILED PLASTIC WHITE LANE LINE PER COE STD PLAN 720. SEE
<br /> 0/. • ,-..*• '... . ,.BEGIN DOWELED CURB TRANSITIO -• . • • ,•, • ..• . r 1 •:,\\ it) \ ,1V. -.. • N\ GENERAL NOTE 1.
<br /> Eill ,-•[AT., --. .7:-•-BEGIN DETECTABLE WARNING SURF.: ' .,6 . .... ."„'• • • • ':• ••• ' .•..i : • A ..•1.•?••• ••••••••••. ... - -..• :,-.:.:',.c:., : i:.,. -.1..-1 .•.' 1,•-......,.•: .: ."..- ‘ -* •-''-4,10''. Ilit) \ • t;•15) \
<br /> 1 .., .-....-1,•,r • , -.• „.. :1,.., •••: .,;.
<br /> , .. -m.. •••.,• , -:71.1- •-•. -- , -.. :.-•• p-. . .1• .- , • • - - l'• -.1. -"' J • ' 1 --- • ''v .. '. • - " ' •••••• ***.' : ' . .'\
<br /> 1 0-. v------ ' 1 I • -1- -• t P 1 - • r".' - r • I . I . \ .ir •••1 . ' • • A,.. No -
<br /> I i• . i'A---•• • •••• • s •• ' • -• • •••• 'r • •• N• 4244 :150 ' \ ss, Y
<br /> \ ‘••;‘,!, 0 PLASTIC CENTERLINE PER COE STD PLAN 720 SEE GENERAL NOTE 1.
<br /> ,..,,a PLASTIC WHITE WIDE LANE LINE PER COE STD PLAN 720. SEE
<br /> •... , •..- E:1 290739.9182 „„.„ . . ....• • I N 342403.51, -:....- 'ti •\ r• • • • %..-•-•••--'• • .1,' 1111r./ \ .:...' \4),.. ' 0:> r........_. ' GENERAL NOTE 1.
<br /> E 1290553.19 % • '/ \*,•.1• •.-..•-1;•I.,,• •••...-r .. TT •::::1.7,:`:.7.:7-.. . -•-7- -...••- •400 co-:. •--,..-/- ... t- ,-.,-i.-....-• •••-,-• .....a:: .;...m.0..,LE 1290888.43 . •-. :•A \.1...J...,..•....•..1.-...---•••• ‘.,.. •x..•.•:•\ • r.,r ' 'iv \ //....---
<br /> A.P.VALLEY CURB ; i. •• 3 x--,,,3 i• .•' .,•r• .i-• .-„I i •••,' ile TYPE 2SL (LEFT) PLASTIC TRAFFIC ARROW PER WSDOT STD PLAN
<br /> - ' SI .•] - • • ,.I I", /
<br /> hi \ SF ‘,,\"\c":0 ,
<br /> E OF VALLEY CURB) , .../•t ''• •••- • • • • •I ....- -
<br /> s'
<br /> I II, I •.-.:-.•,, el,.. r_•. 1111.1m°."1.11rnim°I.'"Il'I`•1111101•1011 .••••‘..msliffirafreaktom us wzminioriszsgmelmm.„ „:„„„,„ -,--- ,„=„„„asciii-ri.:6!_ -•E._ ••• •••,....t, _••_.:,..„„,„Lior.',. ...i.„Ast. 41.4110 glilltir7r; \\\. \\ •.,,-•N rig TYPE 3SL (LEFT) PLASTIC TRAFFIC ARROW PER WSDOT SM. PLAN
<br /> 1 1 \•.:-..r•IIN,// - 411:11,111MIThill.WV11511•MIXIMIEnr. 9 •.- tV.2... ANEM_IT'..11T_T_T-'4;1/4'.i.ffilligiffinc- w_m_.___._ Aglagginraphig...... . \.. w M 24.40 02
<br /> ' INSTIALL 1W° R°WS 1 . . f - lb -Tiff ---- -.al.:, + 1----7--- . 18-19-_sAgamEr SI'“'-.-:-- .'..,711MILIIIIMIII"-tt 4'-'... .R7...maylmivimrilIFIZREIPIIIIIIIEZIESEMMIW-
<br /> =.WAIAfili- 1.,1a, IMBVP41111, \. N\''‘ki-I-1
<br /> 24" PLASTIC STOP UNE PER COE STD PLAN 721.
<br /> 3, TYPE 2 RED RMS. %, --., ,• , , ..104., , .\-I- . , . ‘,. i
<br /> N 342417.77, im mow- co,.--- _.s.;.11111. ---,A,- BE 0
<br /> -
<br /> 17111Mgt7riromz,:mr.737.wr-,
<br /> _ .. `.., , •• , - ,, ., - . ., 'o-)0 TYPE 3SR (RIGHT) PLASTIC TRAFFIC ARROW PER WSDOT STD. PLAN
<br /> . _
<br /> k7 \ iiii. , if I 41 I E 1290610.84
<br /> 1. P.T. STRIPING .-1-EMPOQA,1 (1)(ID_ ,- ,
<br /> 'N 342414.48, A N 342407.55, ‘•F: GIN CU': AND GUTTER / daK) •-•-• ,••‘ .. •••..-• • M-24.40-02.
<br /> •`•Ii I iv *".•-ao io• R-35.0' / E. '''..-r-'„F'', '''' 1- . ;. ,-' ID CO E 1290821.37 E 1290857.1 > /-
<br /> / A .+7 / , '.:.// \ \
<br /> rg' I ,.' •I BEGIN CIP VIAL. ....-•-•••
<br /> .,,_,__,..-----:-----......... P.C. STRIPING
<br /> OS P.T. STRIPING BEGIN WHITE LANE/6 NE (24.0• RT& 12.0' LT) .. .)••••• ,LUC> TYPE 1S PLASTIC TRAFFIC ARROW PER WSDOT STD M-24.40-02.
<br /> Fr• ifk 2 I „..
<br /> /BEGIN CENTERLINE (12.0' RT) •
<br /> A 1., GRAVEL /-"-- ( -7.CHAkICINF:-TOPI,E1.79-M B, 1 1 n II, -‘2?". . N. „.,,Ljg PLASTIC TRAFFIC LETTERS PER WSDOT STD PLAN M-80.10-01 AND
<br /> BEGIN WHITE WIDE LANE LINE (CL)----4,-- -1,*k V 1 M-80.30-00.
<br /> N
<br /> E 1290564.62
<br /> 342372.28, l N 342369.43,
<br /> , 1290568.27 . RIM
<br /> ' '' •-..
<br /> \ 2).'.-* -.' / STOP BAR 14-
<br /> BEGIN VALLEY CURB LEfigGIJA P.C. STRIPING /- , •., 0, /
<br /> (WEST EDGE OF 0-1-1. , I // . i" c> PLASTIC WHITE EDGE UNE PER COE STD PLAN 720. SEE NOTE 1.
<br /> , TA 5•+ 1.1: \ 1 A IM LLI
<br /> / 1 ..-- N.
<br /> 0(P I FO x ‘ (59.5' RT) •., ,..., \ STA 3+35
<br /> Z 0 INSTALL EXTRUDED CONC. CURB.
<br /> VALLEY CURB) '''I-1-Li LARGE HIGH / 1 1 N
<br /> i--' • / gsID C IP WALL II: IL'.II
<br /> ,, I 'tr) •1- I VOLT.A...E POLE-L„ / 1 1,
<br /> STA 56+21.06 / END FENCE ,. ,_JO. CONSTRUCT CEMENT CONCRETE CURB RAMP TYPE PERPENDICULAR A,
<br /> •C.). 5:
<br /> EI-ItN. / i \
<br /> -• CHANNELIZATION .,/ T PER WSDOT STD. PLAN F-40.15-03 SEE DWG PD2.
<br /> 1 /
<br /> \ / NE
<br /> g b \ 7 I 1 TA . 13.: -- \ \\11.1111:\ \\ / SYMBOL ,/ og CONSTRUCT CEMENT CONCRETE CURB RAMP TYPE D PER COE STD
<br /> / 1 , /
<br /> IY..
<br /> >- .."'"Z (97.4' RT) \ ;
<br /> r••
<br /> % •ct i n, / \ _0 R\ E .TR,C: .'"- - .i_ PLAN 321.
<br /> •.
<br /> •.." / SCHEDULE 't
<br /> c:7.- i_ .. \ ---,- \ / ' 7
<br /> (.<0 CONSTRUCT CEMENT CONCRETE CURB RAMP TYPE COMBINATION, PER
<br /> lj\i3 c"-_,, i- I I .
<br /> A
<br /> M -°-J Lil N
<br /> N. / I I
<br /> \ '„S
<br /> ‘ ,
<br /> .,-.\--. \
<br /> . 10"k\\ /// / .5'CHAINLINK ,
<br /> iY/q,kESBED YOP/
<br /> SYMBOL STATION OFFSET /.../____ __>,-.-:,::-. ..„,„,,i M WSDOT STD. PLAN F-40.14-03 SEE DWG PD2.
<br /> 3 ILI Cl) 2 Ljj
<br /> C_) I, N. \ \ /
<br /> \ v,,,,
<br /> I..... \ \\,;./ I 1
<br /> ,
<br /> - , 0 PUD ACCESS GATE, SEE SHEET BSP5 FOR PUD CONCRETE ACCESS
<br /> I- (i)'•-•,,,, I \, \ / i i \ m
<br /> __--
<br /> \ iD__--- , -
<br /> 1 \ /
<br /> / / 56+84 6.0' RT / .., -:‘,/
<br /> DRIVE REQUIREMENTS.
<br /> I < a \
<br /> \ I'\./ 1 #1 4 - ' -,--ffrii14-14t, 0 4-
<br /> I 1 M •-‘3,4'.
<br /> /4''e-,1.'•'s?,-• ''.• 1
<br /> I \ 1
<br /> \ I - x
<br /> , STA 56+07.14_---- 1 \ I
<br /> 1 //
<br /> /GENERAL NOTES: .,
<br /> • I •<.: . icv 0 PLASTIC WHITE DOTTED EXTENSION UNE PER COE STD PLAN 720.
<br /> ,
<br /> -
<br /> 7/ i'.1'N'A* /
<br /> 'cci I------'-
<br /> I R71' ,- 11 / SIGNAGE NOTES: 0 RETAINING WALL
<br /> LEGEND I
<br /> I i 1 (E) k I // 1. RP MS SHALL BE PLACED PER COE STD PLAN 719.
<br /> 34 DRIVEWAY APPROACH, SEE DETAIL DWG PD3.
<br /> A - I I 1 \ S
<br /> \ -
<br /> II // 2. CHANNEUZATION ON SEAWAY BLVD WAS OBTAINED FROM 1. SEE PD3 FOR SIGN SCHEDULE.
<br /> .., •. . BUS ZONE CONCRETE PAVING ' \ ' AERIAL IMAGE, NOT FROM FIELD SURVEY. FINAL 0 PLASTIC WHITE WIDE DOTTED LANE UNE PER COE STD PLAN 720.
<br /> I 1 /
<br /> ! .. .. -- CHANNEUZATION SHALL MATCH EXISTING CHANNELIZATION SEE GENERAL NOTE 1.
<br /> k II /
<br /> F- 1 1 ----------STA 56+33.39 \ 1 / AFTER TEMPORARY CHANNEUZATION IS REMOVED.
<br /> i 44. PEDESTRIAN CONCRETE PAVING 1 \ // C> CONSTRUCT CEMENT CONTRETE CURB RAMP TYPE B, PER COE STD
<br /> 1
<br /> . r 3. COORDINATE IRRIGATION SLEEVE PLACEMENT PRIOR TO PLAN 319.
<br /> (65.2' RT)_
<br /> E ^ • . r
<br /> , L \- 1 STA 56+33.79 .
<br /> . / PAVEMENT INSTALLATION SEE LANDSCAPE PLANS FOR
<br /> ti + +
<br /> + + 4 LANDSCAPING (59.2' R II) SLEEVE LOCATIONS. e INSTALL STOP 3' DIAM. BY 2' WIDE LEI i ERING TYPE 0-UQUID
<br /> A + 6.29 STA 56+23.16 \ / SIGN LEGEND
<br /> [81, HMA PAVING LIMITS \ 019.8' RT) (105.7' RT) ' / 4. SEE ARCHITECTURAL, STRUCTURAL PLANS, AND SWIFT BRT 4113111 NEW SIGN. c> REMOVE EXISTING LETTERING AND ADD TRAFFIC
<br /> 1 • I
<br /> \ I
<br /> . Ii .1•
<br /> . , • \ /
<br /> -/ BUS SHELTER PLANS FOR SHELTERS, WINDSCREENS, LETTERING TYPE D-LIQU ID COLD APPLIED METHYL
<br /> EXPANSION JOINT \ I ", \ (/ BUILDING AND FOOTING. ......„,CD RELOCATED SIGN. METHACRYLATE,AND RED PAINTED BACKGROUND OFFSET
<br /> /
<br /> k
<br /> DETECTABLE WARNING SURFACE \, ,,, / 5. SEE STRUCTURAL PLANS FOR CIP WALL REQUIREMENTS. 1' FROM EXISTING STOP BAR. MATCH EXISTING 'STOP'
<br /> En REMOVE SIGN.
<br /> \ STENCILING AND RED BACKGROUND TO THOSE ALREADY
<br /> 9-- I
<br /> \ I 1 • X,,,,;,
<br /> INSTALLED ONSITE.
<br /> ! B. CURB RAMP LENGTH (FEET) . , I 6. SEE BSP AND PD SHEETS FOR ADDITIONAL PAVING
<br /> \' ‘ , , --',,,• •<> CURB RETURN SEE DWG PD3. I
<br /> 2 SEE DWG. NO. PD2 \ REQUIREMENTS AND DETAILS.
<br /> r-- -________: _ --- I X N /
<br /> \
<br /> / HAND HOLE (WSDOT TYPE 2 33"X22" 6
<br /> •2 tg CURB RAMP FLARE/RAMP LENGTH (FEET), \ z 7. ALL PAVEMENT MARKINGS SHALL BE TYPE D METHL E3 J-BOX) HAND HOLES SHALL BE LINED 8+11 AI
<br /> E SEE DWG. NO. PD2 •N METHACRYLATE (MMA) UNLESS OTHERWISE APPROVED BY o
<br /> SCALE .• UP WITH EXPANSION JOINTS AND N Ai"
<br /> N. THE ENGINEER. 1
<br /> , CONC. SCORING.
<br /> 9 LI CURB RAMP LANDING LENGTH (FEET) •-:.• ..-
<br /> k SEE DWG. NO. P02 • • • • • MIION
<br /> • . . . . miN ----111,-11111C-4111E-AL_Mr_Allr
<br /> -_ 8. ALL SIGNS SHALL BE INSTALLED PER COE STD PLAN 716. ,
<br /> 13 20 0 20 40 --------___----- ---- ----.
<br /> Know what's below.
<br /> FEET oeERr
<br /> Call before you dig. I
<br /> 2/8/17 ADDENDUM NO. 1 MS DS COMMUNITY TRANSIT Drawing No.
<br /> al ' 3/7/17 CHANGE ORDER NO.1-RESPONSE TO MY PERMIT COMMENTS MC DS P E RTEET t..-1 gy. .00
<br /> . Drown By
<br /> MMC Date SCALE
<br /> 10/14/19
<br /> 8/8/18 cHANNEuZATION CHANGE ORDER MC DS a----------0 0 e., -....-
<br /> .4 pe_f " I/ A r.'.7. PV2
<br /> Designed By Moils
<br /> ..2 SEAWAY TRANSIT CENTER
<br /> 7/22/19 RECORD DRAWING REVISIONS AY BC comm nsi_t_y - 54923 . MM 10/14/19 1..20'
<br /> F-, 6 9/23/19 ADDITIONAL BUS SHELTERS MC MM 2707 COU3Y AVENUE,SUITE 900 ......_,_
<br /> , ,,\''• Q?•4.4.0 I -•' •-•A, ISTS Checked By Vert PAVING, SIGNING & ..------N.„,Sheet No.
<br /> / i
<br /> EVERETT,WA 98201 ::•,•,!,.....,• '40NA I. V." BC 10/14/19
<br /> 425.252.7700 1 800.615.9900 Approved By Project Number /-'/ 35 71
<br /> Na. Date
<br /> 8 Revision BY APP, /VA 41:1‘..ii 20160067.00i CHANNELIZATION PLAN i'/ of Total
<br />
|