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<br />5p 00
<br />ILd
<br />fry/ (f)
<br />1 w
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<br />LANDSCAPE
<br />PEDESTRIAN BUFFER
<br />I
<br />NI342687.06,
<br />E 129D554.91
<br />I `L
<br />END INTEGRAL CURB
<br />F
<br />BEGIN CURB & GUTTER
<br />I I
<br />I
<br />N 342686.29,
<br />i
<br />E 1290554.29
<br />' +
<br />IA-P. VALLEY CURB J
<br />F
<br />TRANSITION FROM
<br />VALLEY GUTTER TO }
<br />!
<br />STANDARD CURB & Q
<br />GUTTER. CONTRACTOR 3
<br />SHALL CONFIRM Q
<br />THERE IS A POSITIVE LaJ
<br />GRADE AND NO -BIRD V)
<br />'
<br />BATH" IS CREATED.
<br />III
<br />N 342668.13,
<br />o
<br />E 1290589.65}'
<br />BEGIN 6" INTEGRAL CURB
<br />-
<br />END INTEGRAL CURB TRANSITION I
<br />'
<br />SE 1 /4, NE 1 /4 SEC 1 1 , T. 28 N., R. 4 E., W.M.
<br />SIGNAGE NOTES:
<br />I (Z)TRANSIT ONLY SIGN R3-2002 36"x60". '
<br />•
<br />L I 22 MONUMENT SIGN SEE DETAIL DWG PD3
<br />rEuaDaARY J;EN_IiI,IAR< 1 AND SPECIAL PROVISIONS FOR SIGN - -
<br />NORTHERLY FLANGE 60_7 ON FIRE H(DRANT ,' . • e v� III -"III II jl�-III-
<br />IN THE hE CUAD CF %iE INfERSECrtDN Cr SPECIFICATIONS. f\ , .•'• ° c i - ,,
<br />• `•.• C \\�\\\\�\\�\ \\\\�\\
<br />7541 ST SW & SEAWAY BLYJ 2" MULCH AND PLANTING
<br />e!ev-575.D4 3ODO NOT ENTER SIGN R5-1 36"x36". \\\\\\\� \\ X�� :X\ �\ \X _ i _ _�3-
<br />_ I_ PER LS SHEETS
<br />I I I-
<br />10•11 I I -' ' I I I ' i - 3" HMA CL 1 IN PG 64-22 TYPE A 6" TOP SOIL
<br />�G`+c µy,,r � 4' CEMENT CONC
<br />10" PORTLAND CL 3000 HMA CL 1/2 IN PG 64-22 LANDSCAPING
<br />Y! CEMENT CONC
<br />4" CSTC 2" CSTC 6" CSBC N.T.S.
<br />BUS ZONE PAVING PEDESTRIAN CONCRETE PAVING HMA PAVING CONSTRUCTION NOTES:
<br />N.T.S. N.T.S. N.T.S- Oi CONSTRUCT 6" CEMENT CONC. CURB AND GUTTER TYPE A-1 PER
<br />N 342784.46, 5' 00 rj ��� SIGN LEGEND GENERAL NOTES: C.D.E. STD. PLAN 305A.
<br />E 1290573.55 1, RPMS SHALL BE PLACED PER WSDOT STD. O CONSTRUCT 6" INTEGRAL CURB PER DETAIL DWG. PV3.
<br />END CURB & GUTTER`.R\ ��� NEW SIGN. PLAN M-20.30-04 AND M-20.40-03, AS
<br />N 342790.97, `l7a •Y APPLICABLE. 3O CONSTRUCT 1U" INTEGRAL CURB PER DETAIL UWG. PV3.
<br />E 1290598.15 S -�•O RELOCATED SIGN.
<br />A 5 9 c O4 CONSTRUCT INTEGRAL CURE TRANSITION WITH BUS CURB BUMPER
<br />BEGIN CURB & 2. Ct+ANNELIZAl70N ON SEAWAY BLVD WAS
<br />GUTTER REPLACE INKIND` ,✓� S BEGIN WHITE LANE LINE (22.2' RT) �® REMOVE SIGN. OBTAINED FROM AERIAL IMAGE, NOT FROM 10" TO 6" PER DETAIL SHEET PV3.
<br />IR9 & GUM B RETURN SEE DWG PD3. V 2 BEGIN YELLOW DOUBLE CENTERLINE (10.2' RT) X CURFIELD SURVEY. FINAL CHANNELIZATION SHALL CONSTRUCT FLUSH CURB PER DETAIL DWG. P01.
<br />I rn LANDSCAPE O ,MATCH EXISTING O MATCH EXISTING CHANNELIZATION AFTER OS
<br />-- PEDESTRIAN BUFFER \ �\ TEMPORARY CHANNELIZATION IS REMOVED. � HAND HOLE (WSDOT TYPE 2 33"X22" O6 INSTALL THERMAL PLASTIC CROSSWALK PER C.O.E. STD. PLAN 721.
<br />IN J-BOX) HAND HOLES SHALL BE LINED 3. COORDINATE IRRIGATION SLEEVE PLACEMENT
<br />DETECTABLE WARNING SURFACE PER WSDOT STD. PLAN F-45.10-01.
<br />w s �\\ UP YIITH _XPANSIDN JOINTS AND PRIOR TO PAVEMENT INSTALLATION SEE
<br />�\ CONC. SCORING. LANDSCAPE PLANS FOR SLEEVE LOCATIONS. O INSTALL SIDEWALK PER C.O.E. STD. PLAN 306.
<br />T-
<br />iY. +����� S Sh, \ 4. SEE ARCHITECTURAL & STRUCTURAL PLANS
<br />�Titt 13 -7 -(>ti \\ FOR SHELTERS, WINDSCREENS, BUILDING O CONSTRUCT CEMENT CONCRETE DRIVEWAY RAMP TYPE 1 PER C.O.E.
<br />i 1 \\ CONSTRUCT 3'x8' & v'_ �\ AND FOOTING. STD PLAN 307.
<br />5. SEE STRUCTURAL PLANS FOR CIP WALL
<br />a€J� 5'x8' BUS STOP PAD\{t/ �! \ iQ CONC. MOW STRIP PER OLZAIL DWG PD4.
<br />O
<br />r'a rria _ \ REQUIREMENTS.
<br />, r1+ i \\ S FOR 7FROH FRONTAGE (INFORMATION 11 6' NON-MLTALUC rENCE SCE DETAIL DWG PD4.
<br />'J�i{i-i- '• -lI ', 1 .- iA{ �ST SIN
<br />iT "' \ STA 53+37-62+50
<br />SEE FP1 LEGEND 20" CONCRETE SEAT WALL SEE DETAIL DWG PD4.
<br />T��i r . • ' .\ �r + M1 O -FP2_ 12
<br />r ilr� I 1' / �yrLr O \
<br />y�iTy •i �,�_, 5 `.�/, z .F i + ,r BUS ZONE CONCRETE PAVING 13
<br />+ ��`\ RELOCATED STREET LUMINAIRE, SEE DWG IL1.
<br />+t ✓ 1„ .. /, •'.•, \%' •. , PEDESTRIAN CONCRETE PAVING
<br />+ + I + BEGIN 1.2 Fi TAPER (28.T' RT) 14 SEE SIGNAL PLANS SGt-SG4.
<br />'� \ • • \ - x a '\ o�
<br />i7, +X �, ���„•, y.� ,�. .. �3 v >' )) SA +4 15 TRANSVERSE CONTRACTION JOINT PER DETAIL DWG. PDI.
<br />i \ • . 4A y >> ))) + \ \ \� AP YELLOW DOUBLE CENTERLINE (2.9' RT) + + LANDSCAPING
<br />L- .:/ f.• 1. \-• d? <R� )^ � \ '\ i6 ONS UCT V CUTTER PER DETAIL DWG. P02.
<br />R=57.0'\C '• . yr �.��: i� .\, .'. �r .\�q <x - HMA PAVING LIMITS
<br />1t..E�L�iLI► V.
<br />.• �, ✓ .\ �•y� <KRr - ^ + + + + '\ O GENE
<br />EXPANSION JOINT \ \ 17 mwam WHITEA�LANE LINE PER WSDOT STD PLAN M-20.30-04. SEE
<br />!
<br />7" .� I'/\�.': %:\'...: •'•:';�:''..• . '•\.. ': . i + + \ 1`1'• \ GENERAL NQTE 1.
<br />• -� " -
<br />{ .{ ,,, �.,: •�,:• 'F• . i •. •\•.'• •/\ ; x _ _ + _ . `- `'h' TA 7 15 4"PfM-.WNTERUNE PER WSDOT STD PLAN M-20.30-04.
<br />{• ) DETECTABLE WARNING SU��ACE
<br />--1 �-.- ��•• : .+. \ •. %(, .:. X• •r i ~.2\.1yr•}� ) + + . + + + ;S ENO 1.2 FT TAPER (27.2' RT) Qpt,e f
<br />2 , ' j1..: y✓` % \ • ksi Y> ? ) + \ \ 19 -�MNB VWHITE WIDE LANE LINE PER WSDOT STD PLAN M-20.10-02.
<br />J� 1 ✓' t ++� ` CURB RAMP LENGTH (FEET) O
<br />l,��" -1i \•• \•• •:' '�\ ^i2r�, + + + + + `� \ \ SEE GENERAL NOTE 1.
<br />-:,L :. �,�.•i. ti .\:. i.!\_,. ...a .. :Y•�•_- •a\ i�' �•� :"•. i' '�<sx^;R^ ..;X _ +#SEE DWG. N0. PD2
<br />\ .
<br />`t • " ,',�✓ '' _ G -i. \' xx• A^, �. + Lou" + + �\ \\ ® CURB RAMP RARE/RAMP LENGTH (FEET), 20 TYPE 2SL (LEFT) PLASTIC TRAFFIC ARROW PER WSDOT STD PLAN
<br />R=10.0' •. • • ✓ \. ;`"- Y •. \'• •!�• •" y i": ;. '}r 1 a G + \ O ti \ SEE CWG. N0. PD2 M-24.40-02.
<br />{ • - j ' N 342659.24, :� : ; y! • \ , �!., yyi'i > ai s+ + + C \ ❑ CURB RAMP LANDING LENGTH (FEET) 21 TYPE 35L LEFT PLASTIC TRAFFIC ARROW PER W500T STD. PLAN
<br />'r• E 1290593.73 •-✓, •. •t )3 T i a/phllq+�R\\ + + - 0 \ SEE DWG. NO. PD2 M-24.40-02.
<br />!,END 10" INTEGRAL CURB _ " •'. ✓ .\ 7• t >> - - + - + 4-
<br />BEGIN +
<br />f r I •, ^�NTEGRAL CURB TRANSITION•..,.:. •( •. • • : \ !•'; , :,-1! ` txxa^'\r „ ^ + + + - + + +�+ + ``�\ \ \\\ O 24" PLASTIC STOP UNE PER COE STD PLAID 721.
<br />+-I •'-. rl •' � t - \'•• � > �• . ''� • i � ,+�A\"�� 1 + I + + + + 1 : \ ` �\, 23 TYPE 35R (RIGHT) PLASTIC TRAFFIC ARROW PER WSDOT STD. PLAN
<br />/ ,.1 ' • ✓.. '• ✓ y ix"? a \ '\ M-24.40-02.
<br />is 'li '\*• •.% .:Q 20.6' %. „ '✓ tr7, ya. ))` - + + +4, + + + + \ \
<br />j I - �r �•'/ ` \'% ✓�'. ' ,�,:, .) - + ##.y./� +Gt TYPE 1S PLASTIC TRAFFIC ARROW PER WSDOT STD M-24.40-02.
<br />-' -- ji• ,• ;:�^}c'. ,-•• - p + •:-` •i;r' - •.iY +F�++ + - + - �s �'p\ 25 PLASTIC AFFIC LETTERS PER WSDO- STD PLAN M-80.30-00.
<br />__ __'_ I �� 1•• ++ ++++ \j.'�„ •/: 7 •� xX•�.. x > + + + + + + + - �\ \\ 26 �MIP�D WHITE EDGE LINE PER WSDOT STD PLAN M-20.30-04. SEE
<br />_ . • d t•x -+ + + 4- y + NOTE 1.
<br />r _ �
<br />a
<br />} •---�--•+-�=••= - + � .rr'" s �;� ••�/';,.\. .•; ✓• a + + + 's� + €+ + +. 27 INSTALL EXTRUDED CONC. CURB.
<br />__ __ -d.•'I y, +�'" o+ ' \•.••.•^ \ i':a* R `^ + + + `'1,� + yol\ ``\�` i \\ 2g CONSTRUCT CEMENT CONCRETE CURB RAMP TYPE PERPENDICULAP. A
<br />`• rrrrM + i . \ % •' P� '<<`" ��^ %�^ a 6 - \ PER WSDOT STD. PLAN r-40.15-03 SEE DWG P02.
<br />n . m-- I r -- T'�T `9� \• ••• { •\•: ''-G� �:yyx A- + �ijj i_ + - + e. ,` \ \ O CONSTRUCT CEME14T CONCRETE CURB RAMP TYPE PARALLEL A, PER
<br />- 1-) ••' . I• T + -+ OL. "\� • y. v • '•,\�•. yyxy^ +`{ + + 9✓iW + - - `\ \ WSDOT STD. PLAN F-40.12-03 SEE DWG PD2.
<br />__ _ _ - j (• jL '• - '' + + + + + + + + + + + <s+x, + - •v: i.. ` y yy } )` ` + + + + + - + + - + �` CONSTRUCT CEMENT CONCRETE CURB RAMP TYPE COMBINATION, PER
<br />O 2 ! 4 • >t . '� \ ' . A Ss \ WSDOT STD. PLAN F-40.14-03 SEE DWG PD2.
<br />7 . } _ y ✓,: `/ 9 S PUD ACCESS GATE, SEE SHEET BSP5 FOR PUD CONCRETE ACCESS
<br />+ t + ^ yx + + + O \ DRIVE REQUIREMENTS.
<br />T' O - l t , \'i , /, ... �.: y> .>>T) • t + T + on\ , 1 J`p
<br />+ + + + + + + + + + + +• . k�\ i�\>.>;>jY"°'+ t \\ \ O PAINTED WHITE DOTTED EXTENSION LINE PER WSDOT STD PLAN
<br />L I:: t`'i� 6.0 `) - - \ M-20.10-02.
<br />+ + - + + 4/ T + - + + + `�'\ \
<br />+ + + + y •:: �•%\:' 'i�` \\ '.<. t�^^ + _ + + T \ + , \'L \\ O RELAINING WALL
<br />+ + + :i y• Tad + + + \ \Z'
<br />MATC H LI N E SEE SHEET PV2 DRIVEWAY APPROACH, SEE DETAIL DWG PD3.
<br />ALL. VK�. -r vN "75� :61- '5vj N voaa SCALE I CALL 2 BUSINESS DAYS BEFORE YOU DIG
<br />V5 � The TYPED ��+�► 1 800 424 5555
<br />20 0 20 40
<br />�tIST10c FEET 1TILIIIES UNDERGROUND LOCATION CENTER
<br />y �A
<br />COMMUNITY TRANSIT
<br />' - Dra.n By Date SCALE
<br />/ ,LNG ,T 1�
<br />- LJ P E RTE ET o�--d o �q �Ignee B,• Horn SEAWAY TRANSIT CENTER PV 1
<br />2707 COLEY AVENUE, SURE 900 commumtytranslt a------�4, PERMIT SET Gn««ee ay 11' ��t'-26'
<br />- - PAVING SIGNING & ��
<br />EVERM WA98201-rn�t;. o /OH/y (NG BG t T - 1 34 71
<br />425.252.7700 1800.615.9900 �°Pro.'e� BY "°023 C HAN N ELI ZATI O N PLAN
<br />Revision - By Ayer s-ZOIi 2011 C155.023 ( TAWr
<br />
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