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LT RI t SE 1 /4, NE 1 /4 SEC 11, T. 28 N., P. 4 E., W.M.
<br />a. 11.5 9,
<br />E:1290593.il t s 4649 MATC H LI N E SEE SHEET PV 1
<br />SIGNAGE NOTES:
<br />I C_{' •. -+r ` _ _ • 1 + + i + •y� 1 i >- . a i + + - t \ \ TA O1 TRA IISIT ONLY SIGN R3-2002 36'x60
<br />+ + +•; -h ' i + + . r _ . `uv>i'�ws> x i + + + + ` _ \ A iT,• BEGIN 0.7 FT TAPER (34.9' RT)
<br />49 CDMONUMENT SIGN SEE DETAIL DWC F03
<br />y y/ LT RT, •, Y� ��> - PC CENTERLINE AND SPECIAL PROVISIONS FOR SIGN
<br />SPECIFICATIONS.
<br />,': i_ '•1 _ - - -1. _ • rri 'y+lyy fir: rr+t^i ytrr rTT yy-- 1-+~-rsX `>y Ea 290750.9407 '0 \L'••• + + + \\ \ \ 3 DO NOT ENTER SIGN R5-1 36"x36",
<br />t+a �r� ��ri > , �. O
<br />' 4. ,. �• ' " ,1'• 4.411as--�..r t titi+ �.ay -T--T �� t7 Ti" +' / _ '' �`- k; y , A. 18 END 0.7 FT TAPER (37.0 RT)
<br />1 ..I I .•• j-.-• 1 "i-i •^ •:/!t . .• 'r•\'Z } TT�i� + + + + ° .\ + \ �\ END WHITE LANE LINE (24.3' RT)
<br />=LT -4-RT r.�,,-_I:_� y>�, + + + + -I �-r♦ + +^^ '•i' / , ( T)
<br />x * + .t \• it , `- • \ \® >y,*� > -J + + T \ \ END CENTERLINE 12.3' R
<br />'�'-I' •' . N• 4 4 - + - \� + + + - r • 4 i , •, '\'z • . - ,+/ \. • F ,.-':�'> + + + ' _- ' R50.D ' STOP BAR CONSTRUCTION NOTES:
<br />.•(�+y y L rrrr" + -rr<'ax .. ,1.,..:.\'. ".•' `�o �> , S \ 1 \
<br />E:1290647.4649 Rx+ + } + y rr + rri " > •! i •'� \ / -_t> ',\ ^ t + \ 000NSTRUCT 6" CEMENT CONC. CURB AND CUTTER TYPE A-1 PER
<br />"• _ •F_'_ - 41, + '<�Vxv+ + + - + -1 a a'>> 2 r> + + �\ C.O.E. ST7. PLAN 305A
<br />• I` ; -- -- �- '1' '• 7`. • ' + +•vv + + - + + fii - >y\11, >, : ,•• j• • • \ J, ' : ^ �:' + Q ��Z� \ \\ O2 CONSTRUCT 6" INTEGRAL CURS PER DETAIL DWG_ PV3.
<br />`• +• _),_-`• --L•. - + + + + + + + + \•/ ' ,✓•'� j: > > + + + \ OS \ O CONSTRUCT 10" INTEGRAL CURB PER DETAIL DWG. PV3.
<br />i _ __ _ _ 1. •. E-• + + + `x I T 1 + + + + �+ + + I ^ ..4•` \ , • ;• n�\• \•� ,?S>> ` + - +
<br />' 1 x >vv> r� ,A �S >' `'i> ^ _ \ O4 CONSTRUCT INTEGRAL CURB TRANSITION WITH BUS CURB BUMPER
<br />.3 . :: I• -.:' T + + + i-i..(�4 ,� + - + + t + rir' * -` �'+ "5,4`> i \ ` r ' ' " ti\ \Sii ^� T + r` - O\ \ 10" TO 6' PER DETAIL SHEET PV3.
<br />•. '.•' LLL .cRw,r "rt-� fir- >� •, N 1290791.4, k T'� 1 \ FOR FRONTAGE INFORMATION
<br />129D791.41 ' * a i - ON 75TH ST SW gO CONSTRUCT RUSH CURB PER DETAIL DWG. PDT.
<br />_ .QY : T : ; : J• r + + + + + x"FVY v - + + 4 + "�-{ - + + 'END DETECTABLE WARNING SURFACE' }2 �+" i 3 r1 + STA 53+37-62+50
<br />)(-,:''' + + + " + + btv + 1 6 cfr - + mil^ - '4'�• '•J .,R> _ \ SEE FP1-FP2. B INSTALL THERMAL PLASTIC CROSSWALK PER C.O.E. STD. PLAN 721.
<br />Lcrr T r+ �� 5 . . • • . •� •� "L +-' ,t 4 ) B O
<br />129059328 L.F rr + _ Y ti• .F + ,'('..•:'': ..1 J: is" r X.
<br />I•I• Yiy-+-rrr ri+1 a��--r R=20.0' DETECTABLE WARNING SURFACE PER WSDOT STD. PLAN F-45.10-01.
<br />I t ND DOWELED CURB TRANSITION F .-r ya.-, . I'. L� .• 1: ,' 1, • : I ° ,. Lea+' a• r . ' J
<br />�yr�. r ir1�rtTr.1-i -I + +
<br />I BEGIN 10" DOWELED CURB € s+Jtaij�ald-�'r-L'-;_� 1y�jrr+.i. T.�, y,�.. t . 1..: f. /
<br />•. �; _ _._I- I - (���+ - .".� yy� _ Qy' - 2 + - t, • + + + \ O INSTALL SIDEWALK PER C.O.E. STD. PLAN 306.
<br />BEGIN DETECTABLE WARNING SURFACE r.;I \
<br />'--N 342462.59, \'" + r ., -i^ ...•T ' \\ � � O CONSTRUCT CEMENT CONCRETE DRIVEWAY RAMP TYPE 1 PER C.O.E.
<br />1 ,-• .. - + 1 E 1290568.29 .L,AYOV R '...A'.,, -..J. -; " ..•. ,... '•.1 ......I •:•.' ';.I' ��.-�..- N 3424) .53,•'O'-' .-• .-.� �,.•1-� \- •..::`.✓r \\ SIT) PLAN 307.
<br />t + + ND CEMENT GONG CURB TYPE A .. ••I• 'J: ' (.` :1' 1• E 129087D.52 f t• ,• •• \``
<br />1y,_ ..L:• { •'••".1-• { 1' •• :'1 \� r 10 CONC. MOW STRIP PER DETAIL DWG F04.
<br />SIT 1" -I' rTT"BEGIN DOWELED CURB TRANSITION - I •I •. I:• "-'1 •''. - .( .,,,,I: ;, 1",END DETECTABLE WARNING SURFACE+. •r;/• /-. O
<br />BEGIN, 6ETECTABLE WARNING SURFACE F`•'";T''1"''"',T `r--'I-~- LT--. i I'•"•-' •' +'G•�•�" 1
<br />• . 4 -• .I, „� f•.,(; •. ;•` 1 I� _-r`: -�.; =•I: •%' >"� 11 5' NON-METALLIC FENCE SEE DETAIL DWG PD4.
<br />I1...F L.. I :' .I•. t,,..1,,.=-:.:.I'.,.:. T I J. ;L,,I (' ''.: t o i; :.''I....,.•,1•��r't, I 11BEN.CURQYNTY• �:4 '! '
<br />_�--I�•. .•I , • �J,:; ,•I�, „� • -' , +^•: i'•'_ is 1-' • E:12907412391 I•..,• , •,1.. I • 1,5 ;I•.I I 1 y`' O 12 20" CONCRETE SEAT WALL SEE DETAIL DWG PD4.
<br />1 :I, •1,' . '} I ' I • � � , • ' ' � �`-t T' -'I , LT ' RT r•r' r{:', •iY . I l - '-"I 'h' - 'T � - '1' • ' 1` � � \ - � p , �' 13 RELOCATED STREET LUMINWRE, SEE DWG IL1.
<br />• `.,••�;::.:I. •x•�.'.. 3$. '� "J •G .: {' N' 4 4 6.0 1�,. 14 SEE SIGNAL PLANS SG1-SG4.
<br />I I'•' t 1 J% E:1290739.91 d2 J . •+`ilt I' N 342403.51,1'•y .' =• ' '\ 5 v 0 r O
<br />N 342428.38, i - .;;� .1...'-1. •.(., T' .��•(`-`•-�f =:`_ ,-1r--.:.-:a•._.w.-:._JJ.' ._L_,j�.�.:-1'�_�L.a�_1 • E t290688.4 \ �' 4` ,., .\ •y.
<br />1'' ' • i t-- - L•--' ' �'�-'`, 1 15 TRANSVERSE CONTRACTION JOINT PER DETAIL DWG. PD1.
<br />E 1290551.1 ( :1 -r. .r • -' 1. J:':• I- .• I•. - ..{" I.' ,: 1 i 1 - �•-ti C. \ 8
<br />.: END STRIPING / � � O
<br />' , LAYOVER' I ;--
<br />i A.P. VALLEY CURB i1 . • •.. {.- •.I....I, I ' I :"•. •F I t• ....3 I..I & q� '•.1 , L� , ,•..{ : .;?- „ % 16 C�STRF�CT VALLEY CUTTER PER DETAIL DWG. PD2.
<br />I. I �jA� 1 c _ \
<br />J 5 ROIC6=WHITE LANE LINE PER WSDOT STD PLAN M-20.30-04. SEE
<br />� J � 2'/ " I : ' - � r(�t-i' a E - 2-` rr• - - > j ' - -" oK F �: + ' ` �.+ + + ?ti + \ • "• L,J G NER�L NOTE 1.
<br />r`.� it + LLJ
<br />•1
<br />3 03 i - f « •L r .r + - •• NTERLINE PER WSDOT STD PLAN M-20.30-04.
<br />F r r
<br />rt r '<-
<br />Q31 E 1290610.84 / `��; I 1 / \ \�\ (n O PMMTEV WHITE WIDE LANE LINE PER WSDOT STD PLAN M-20.10-02.
<br />I.� P.T. STRIPING TEAIPORnRY .t ..nl.x r/'/ -�' N 342414.48, N 342407.55, BEGIN CIl AND GUTTER-il 10 v` SEE GENERAL NOTE 1.
<br />R-35.0' � T 1� x� �r E 1290821.37 E 1290857.1
<br />lil ' EtEv=575.aB / STA 56+
<br />1 BEGIN CIP WALL /r ---_ P.C. STRIPING P.T. STRIPING U Y`1 LLJ 20 TYPE 25L (LEFT) P1A517C TRAFFIC ARROW PER WSDOT STD PLAN
<br />2 I i��--- - 33 BEGIN WHITE LANE LLNE 24.0' RT & 12.0' LT
<br />Al + N 342389.43.c�� BEG)€WHITE D CIN RLANE UNE (LINE CL "�' Q v\
<br />\ N Tv HLo v'i'H ( ) t;n 21 TYPE 3SL (LEFT) PLASTIC TRAFFIC ARROW PER WSDOT STD. PLAN
<br />y N 342372.28, E 1240568.27 l r/ \ \\ / STOP BAR M-24.40-02,
<br />S E 1290562.58 EBEGIN P.C. STRIPING / /
<br />3 BEGIN VALLEY CURB W I / -_T STA 56+21.18 ��\\ / p O
<br />❑ (\ / r W 22 24" PLASTIC STOP LINE PER COE STD PLAN 721.
<br />❑ �g1J 10 11 I LARGE RICH / { (9.5 RT) / 1 5
<br />m VOLTAGE POLE 1 1 T /� \ Z
<br />0oN0. / L 304 1 STA 56+21R r \\\ END CIP WALL ©[� 23 TYPE 3SR (RIGHT) PLASTIC TRAFFIC ARROW PER WSDOT STD. PLAN
<br />W > ' \ \ E-- -� cam. NC. R - _ y _ p `- 1 _ (65.1' R')� \ // END FENCE - M-24.40-02.
<br />�', ' 7�''lj P
<br />'(? o \ \ 7TSTA 56+07t 4 STA 156+13.82 \\� \ // P 24 TYPE 15 PLASTIC TRAFFIC ARROW PER WSDOT STD M-24.40-02.
<br />(111.8- RT) (97.4- RT) 1 ��� \ ELECTRIC SUBS'I'ATI�A
<br />E J W \� 9 1 6 -----� R56'
<br />7 = LLJ \\ I J //
<br />n 1
<br />>�2° � \♦ I Zg I 1 � �� \ I %
<br />R71'
<br />LEGEND
<br />I--- O
<br />PLASTILETTERS PER WSDOT STD PLAN M-80.30-DO.
<br />o
<br />Y
<br />' CHAIN:INa
<br />Q 25
<br />PI9M}ED"'WHRE EDGE LINE PER WSDOT STD PLAN M-20.30-04. SEE
<br />W/ ' EC TOP
<br />C
<br />G
<br />NOTE 1.
<br />W;013
<br />27
<br />INSTALL EXTRUDED GONG. CURB.
<br />rEN•�E .h/l� i�
<br />`•la
<br />28
<br />CONSTRUCT CEMENT CONCRETE CURB RAMP TYPE PERPENDICULAR A.
<br />PER WSDOT STD. PLAN F-40.15-03 SEE DWG PD2.
<br />m� /r
<br />29
<br />CONSTRUCT CEMENT CONCRETE CURB RAMP TYPE PARALLEL A PER
<br />WSDOT STD. PLAN F-40.12-03 SEE DWG PD2.
<br />BUS ZONE CONCRETE PAVING I I 1 ,.�� I // tc O CONSTRUCT CEMENT CONCRETE CURB RAMP TYPE COMBINATION, PER
<br />1 1 \ / GpN3G`�, ���lt �t �• Q,m WSDOT STD. PLAN F-40.14-03 SEE DWG PD2.
<br />GENERAL NOTES: caa,�y��'.,1p S{�� 31 pU0 ACCESS GATE, SEE SHEET BSPS FOR PVD CONCRETE ACCESS
<br />5 a� PEDESTRWN CONCRETE PAVING 1 1 1 t J l 65.2- RT) ( j 1. RPMS SHALL BE PLACED PER WSDOT STD. rJ Q DRIVE REQUIREMENTS.
<br />__ ___ 1-- --J� l ( , f / PLAN M-20.30-04 AND M-20.40-03, AS !�-O�•+�1"V'��l
<br />+ \ I I 1 i _ 7 / / APPJCABLE. 32 PAINTED WHITE DOTTED EXTENSION LINE PER WSDOT STD PLAN
<br />LANDSCAPING \ A +1 I 1 (59.2' RT7 \ / / M-20.10-02.
<br />HMA PAVING LIMITS \ (11.9.8' RT) (105.7- RT) 1 \ \ // Z. CHANNELIZATION SEAWAY BLVD WAS
<br />\ { 1 OBTOBTAINEDNED FROM A
<br />OM AERIAL IMAGE, NOT FROM
<br />FIELD SURVEY. FINAL CHANNELIZATION SHALL 33 RETAINING WALL
<br />g - - - - - EXPANSION JOINT \ I 1 1 \ �/ MATCH EXISTING CHANNELIZATION AFTER O DRIVEWAY APPROACH, SEE DETAIL DWG PD3.
<br />S DETECTABLE WARNING SURFACE TEMPORARY CHANNELIZATION IS REMOVED. SIGN LEGEND
<br />q \, �
<br />// 3. COORDINATE IRRIGATION SLEEVE PLACEMENT �^J NEW SIGN.
<br />® CURB RAMP LENGTH (FEET) \\ I { \i PRIOR TO PAVEMENT INSTALLATION SEE
<br />IT SEE DWG. NO. PD2 \ LANDSCAPE PLANS FOR SLEEVE LOCATIONS. -•� RELOCATED SIGN.
<br />® CURB RAMP FLARE/RAMP LENGTH (FEET), \\ II // 4. SEE ARCHITECTURAL & STRUCTURAL PLANS REMOVE SIGN.
<br />SEE DWG. NO. PD2 / FOR SHELTERS, WINDSCREENS, BUILDING CALL 2 BUSINESS DAYS BEFORE YOU DIG
<br />X.X SEE DWG. NO. PCURB RAMP D2 LENGTH (FEET) SCALE /// 5. SEE STRUCTURAL CTURAL PLANS FOR CIP WALL O HAND HOLED FOOTING. CURB R(WSDOTN SEE DTYPEWG P2333"X22' 1 800 424 5555 NAVD88
<br />20 0 20 40o - - - - - REQUIREMENTS. O J-BOX) HAND HOLES SHALL BE LINED
<br />FEET 157 UP WITH EXPANSION JOINTS AND UTILITIES UNDERGROUND LOCATION CENTER
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<br />COMMUNITY TRANSITPV2
<br />SEAWAY TRANSIT CENTER
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<br />PAVING, SIGNING S.
<br />_ PLAN
<br />CHANNELIZAI ION PLAN
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<br />35 71
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<br />3 No. Oat¢
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