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LT RT SE 1 /4, NE 1 /4 SEC 11 , T. 28 N., R. 4 E., W.M.
<br /> omes N:342541.7815
<br /> i� E1290593.4649 CONSTRUCTION NOTES:
<br /> MATC H L 1 N E SEE SHEET PV 1 O CONSTRUCT 6" CEMENT CONC. CURB AND GUTTER TYPE A-1 PER
<br /> 1`I : ' i-' -- + + + + + + + + + \yam' , , • '� a ♦ + ,+ + + + \ STA 5+4 C.O.E. STD. PLAN 305A.
<br /> Qp© -= --------�I- - + + + + +t.+ + + + y :-'\,::.•....
<br /> " y ',j �c \ ., + + + .4:,
<br /> ` ,Z.O ft BEGIN 0.7 FT TAPER (34.9' RT)
<br /> !--•� .:1 •..: •.( + + + + + 4, + + i ;•1 / ' .� 0 i • + + + I ® STA 55+49 \ O2 CONSTRUCT 6" INTEGRAL CURB PER DETAIL DWG. PV3.
<br /> + + + + + + t + + A. ♦ + + ♦� PC CENTERLINE \
<br /> �I - I - - '••l , a I a I�, I d I - ,� 4 4..♦ 4 • •4• ,••\• / �`' \\ \ 3O CONSTRUCT 10" INTEGRAL CURB PER DETAIL DWG. PV3.
<br /> • pp
<br /> 1 0 •I� E:1290750.9407®®�• ,♦ + + \ TA +:1
<br /> y h h I -- i al I. 4 CONSTRUCT INTEGRAL CURB TRANSITION 10" TO 6" PER DETAIL
<br /> f' "'� .• \ .., .. ., •p. •• \� , ++ + + �\ __END O.HITE LANE RLINE7(24.3' RT)O (OVER 10' LENGTH).
<br /> •• �� ; ••.i'l ©• ! ` SHEET PV3 OV
<br /> 7! _LT -RT-•�h'=•--- + + 'i7� + a + t ��••1�4 5 \v•�! • /!.,•'- \* `\ ,♦ + + END "NTERLINE (12.3' RT)
<br /> I ■■•
<br /> ry: 4 4,.,.: • + + + + +, +'l'; \9 x \ \ , + + + \ 0 R50.00' • BAR O CONSTRUCT FLUSH CURB PER DETAIL DWG. PD1.
<br /> a I ■•••��'�-E:1290647.4649'r ', + + + + + + -4- \ ) .' / \, ♦A + + + +• / \ I P
<br /> "- -b--- -:-.� may; _+ + + -4,` /' • •\, iiii �\ + + +K..._ Iiir,.
<br /> ' OB INSTALL TYPED PLASTIC CROSSWALK PER C.O.E. STD. PLAN 72i.
<br /> I _ - 't" + + ® / ��6_ !. ���'. ..... ..,4'I.- ~•;•j �• / \ + + ``\ \ O DETECTABLE WARNING SURFACE PER WSDOT STD. PLAN F-45.10-01
<br /> ( I l ..•• ,-1 + + + +' +/ + �• + t�7-• c.a`, 15 2� AND SWIFT BUS SHELTER PLATFORM DETAILS ON DWG. NO. BSP2.
<br /> ��° �' '.fQ`.. INSTALL (4) REMOVABLE BOLLARDS % I + `'05` � i` �. j<`.: • \'+% i�° + + \'L --- \
<br /> + + + \ ,r'( ,•: + + + + �\ 6• ---- \ O8 INSTALL SIDEWALK PER C.O.E. STD. PLAN 306.
<br /> • - --PER WSDOT STD. PLAN H-60.10-01• r - _
<br /> 14 '.:; _0�.- \ ® CONSTRUCT CEMENT CONCRETE DRIVEWAY RAMP TYPE 1 PER C.O.E.
<br /> IIP
<br /> .. - _ .. + + i .21 tr a O E I STD PLAN 307.
<br /> (- '��..- •::I• ..' ' + + + 9 •'.N 342484.52, / � `
<br /> ais
<br /> -I N 342461.65, - - + - ' I -� - `"y�=' +(�}®++ •R FRONTAGESTS INFOR N \\
<br /> �1�0 • I 1290593.26 /+ -kil
<br /> o + + _ 290791 - 0 75TH \ 10 CONC. MOW STRIP PER DETAIL DWG PD4.
<br /> . ND DOWELED CURB TRA SRION A cj '� •��'' 1NG SURFACE a L �'' � `\ ST' 53+37-62+50
<br /> BEGIN 10" DOWELED CU': I •. ir•', 1 , , SEE '1-FP2. • 11 6' NON-METALLIC FENCE SEE DETAIL DWG PD4.
<br /> a_ _ BEGIN D WARNI G SURFACE � + _ •.. r-�. W;,
<br /> A 1 (17� •.,l_,. + - 1-At ',�at�at= + R-20.0'+ • r' I .:,' \ .\. • SJ, 12 20" CONCRETE SEAT WALL SEE DETAIL DWG PD4.
<br /> El 1
<br /> •
<br /> •
<br /> •
<br /> ® f% ter- I:• + I + + '- •
<br /> I••-' '�• \ (2) 13 RELOCATED STREET LUMINAIRE, SEE DWG IL1.
<br /> 4Mll F-- '.'"6a 'I doffs �- 4 ' ' •_ : � © + I:�' Ilirti • ° k �' y• ' \ 14 SEE SIGNAL PLANS SG1-SG40.1
<br /> I © � ' ..,� = Intl . .AY"$, - A •.•. •:'' '=.1 ' • - -. N 342470.53,. - ,./ - �� •��C \ 15 TRANSVERSE CONTRACTION JOINT PER DETAIL DWG. PD1.
<br /> �I _ ..�j.: •:I I' 1 1' h E 1290870.52 F f I © I �l'. .•.\:�� : > e
<br /> �A` ,L.-'.i '.I' t:.• -,I... • 1 . f •. i \ \
<br /> I N 342462.59, 1. I''• -• 1 '•• _ •--):,.--.-•I- •:=.' l: ,END DETECTABLE WARNING SURFACE•. •", J-. _ ••\.;
<br /> . .I E 1290568.29 0 A --' .l- Th-�T�' r: .•-:r't--T--LT'-:RT;�-.� �--T- -=.,- .-..�:r�l.' L" >,,;n i:u.a:��. /.' . \• \\''� \ \ ' la 4, 18 CONSTRUCT VALLEY GUTTER PER DETAIL DWG. PD2.
<br /> ••I :- I END CEMENT CONC CURB TYP - - I - "�, '. t .:et • .• •1: I..:,:.,.F.,,.,. I .- f• - I �::GIN.�� T -• `' �\ 17 PROFILED PLASTIC WHITE LANE LINE PER COE STD PLAN 720. SEE
<br /> l, I. :••; .r'.:,.•` �✓ E:1290741.2391_ • i m , - ` O GENERAL NOTE 1.
<br /> BEGIN DOWELED CURB TRANSRIO I• ' . I• k I I VCA I �� o
<br /> -- BEGIN DETECTABLE WARNING SURF :I I • • I' . t••• - ' • k .. • :1.--•-?-1. ...' . • I .• .'.^- !'' ' : % ► \ry.
<br /> :•.:(' . r _ I' I :I 1 k' •' - _-C_ -' 1' ='1=--` ® 18 PLASTIC CENTERLINE PER COE STD PLAN 720 SEE GENERAL NOTE 1.
<br /> I '. 1. >•.1 �. Gt:. .'• I Lr' : RT:I.;.. 'I " :I 1•.r-.+ f-- - �' C>
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<br /> '.. .I:%• -.I •''I :: , . )" a I'''::. 1:......... '' •.. I .•' '). .,:' ' .•'. 4 4♦ .9 • ��®•I .... ..I.. :..{ I ..• .:• \‘'''T ,::I..;:.. :):
<br /> I �'I-•' •I`• •- .:�i•. & �••'E:1290739.9182 I N 342403.51,1'•;., •' ��, � � 19 PLASTIC WHITE WIDE LANE LINE PER COE STD PLAN 720. SEE
<br /> N 29055 .19 I '.i- t •_-- - -.L' -•.�:-.•-"` Q, 1' �'`•` GENERAL NOTE 1.
<br /> E 1290553.19 \'• •:-.1- `-�-.� : -:' •.--' .- -. -1J.•' ��._��i,_�- - _' ,z� .t E 1290888.43 . -•�L'_\\ -ter__ -,- .. ',.•.., C....;:� � ,`�� m
<br /> N , �:a ••. I 9 .I::.'I. •.., I • t' �I,. • I�.•..:1- : •: -END STRIPING - 0
<br /> 2 A.P. VALLEY CURB f \\ I, (; r• I I _ • Iggl - } • " y' I R=92.0' 20 TYPE 2SL (LEFT) PLASTIC TRAFFIC ARROW PER WSDOT STD PLAN
<br /> WEST EDGE 1' f7 .�-� •(,:, L:•4.'-••' :I >e .�' _� .- ...ICldMILI �e� `E;'? \� - ` r „' \
<br /> IMMIIIII'' t I' 1
<br /> ( '..I. I-:. ..__�� C• M-24.40-02.
<br /> A OF VALLEY CURB) , -_ I' -.L. I \ 0 �O TYPE 35L LEFT PLASTIC TRAFFIC ARROW PER WSDOT STD. PLAN
<br /> I11)
<br /> ® 01/10 FA i ter `��,� ` p' - � �. °',,As:'J =� \ LL1 M-24.40-02.
<br /> A INSTALL TWO ROWS 1 -�.�,� + i �� • �� � Lek _ �j �� @. ILi �h`T.'r' rpill • tier \ Iai
<br /> ' TYPE 2 RED RPMS. i ! ''y� ar
<br /> ��®®�a�®� �+ =O 24" PLASTIC STOP LINE PER COE STD PLAN 721.
<br /> ® E 1290610.84 ,� Milailiglir l" 'u
<br /> o_ Q m�};� \ mg TYPE 3SR (RIGHT) PLASTIC TRAFFIC ARROW PER WSDOT STD. PLAN
<br /> I i ` I P.T. STRIPING �� r� 'N 342414.48, N 342407.55, EGIN CU-= AND GUTTER> // _ - Y'V) _ \\ M-24.40-02.
<br /> 0N, * ''••w0© R=35.0. STA 0+85 it GOO E 1290821.37 E 1290857.13 / 7A •+ \
<br /> P.C. STRIPING N \ TYPE 1S PLASTIC TRAFFIC ARROW PER WSDOT STD M-24.40-02.
<br /> o I ; 2 I BEGIN CIP WALL __------- s P.T. STRIPING BEGIN WHITE LANE TINE (24.0' RT & 12.0' LT) w 24
<br /> yyy BEGIN CENTERLINE 12.0' RT N, L1J
<br /> ` �� / ( ) PLASTIC TRAFFIC LETTERS PER WSDOT STD PLAN M-80.,0-01 AND
<br /> v A A 342372.28, N 342389.43, -- - \ -- i BEGIN WHITE WIDE LANE LINE (CO-- (nO M-80.30-00.
<br /> E 1290564.62 E 1290568.27 I - - / STOP BAR A
<br /> BEGIN VALLEY CURB Ili BEGIN P.C. STRIPING ' ,� /
<br /> '� STA 56+21.18 / 28 PLASTIC WHITE EDGE LINE PER COE STD PLAN 720. SEE NOTE 1.
<br /> (WEST EDGE OF \
<br /> VALLEY CURB) LLJ 0( I - / (59.5' RT) \ / -
<br /> _ / \ / STA 3+35 z 0 INSTALL EXTRUDED CONC. CURB.
<br /> g t _I (f) I /' STA 56+21.06 \ / GMD CIP WALL -
<br /> o \ / END FENCE - 28 CONSTRUCT CEMENT CONCRETE CURB RAMP TYPE PERPENDICULAR A,
<br /> 'D m > \\\ - _. -_. // (65.1' RT) \ / =O
<br /> LL.I � CHANNELIZATION A N N E LI ZATI O N PER WSDOT STD. PLAN F-40.15-03 SEE DWG PD2.
<br /> m / STA 56+13.62 - \ // SYMBOL - O® CONSTRUCT CEMENT CONCRETE CURB RAMP TYPE D PER COE STD
<br /> 3 Z / (97.4' RT) ` ' SCHEDULE PLAN 321.
<br /> \ R56' \ / I"�
<br /> a OR l J w Q Q � O CONSTRUCT CEMENT CONCRETE CURB RAMP TYPE COMBINATION, PER
<br /> W I �} \\ S/ \ // WSDOT STD. PLAN F-40.14-03 SEE DWG PD2.
<br /> cn 0 \ SYMBOL STATION OFFSET l
<br /> \ \ / 31 PUD ACCESS GATE, SEE SHEET BSP5 FOR PUD CONCRETE ACCESS
<br /> ;, (n \\ N ttT - 1 / IN O DRIVE REQUIREMENTS.
<br /> CC / II / 56+84 6.0' RT
<br /> `� ! G \\\ / STA 56+07.14 I / •• 32 PLASTIC WHITE DOTTED EXTENSION LINE PER COE STD PLAN 720.
<br /> $ \ I (111.8' RT) R71' ill ,'GENERAL NOTES: C). RETAINING WALL
<br /> LEGEND II I /
<br /> 1. RPMS SHALL BE PLACED PER COE STD PLAN 719. SIGNAGE NOTES: O DRIVEWAY APPROACH, SEE DETAIL DWG PD3.
<br /> I
<br /> / 2. CHANNELIZATION ON SEAWAY BLVD WAS OBTAINED FROM 1. SEE PD3 FOR SIGN SCHEDULE.
<br /> BUS ZONE CONCRETE PAVINGI I // AERIAL IMAGE, NOT FROM FIELD SURVEY. FINAL 35 PLASTIC WHITE WIDE DOTTED LANE LINE PER COE STD PLAN 720.
<br /> I CHANNELIZATION SHALL MATCH EXISTING CHANNELIZATION SEE GENERAL NOTE 1.
<br /> da . I PEDESTRIAN CONCRETE PAVING I - - STA 56+33.39 / // AFTER TEMPORARY CHANNELIZATION IS REMOVED.
<br /> r
<br /> r \ (65.2' RT) // ® CONSTRUCT CEMENT CONTRETE CURB RAMP TYPE B. PER COE STD
<br /> 3. COORDINATE IRRIGATION SLEEVE PLACEMENT PRIOR TO PLAN 319.
<br /> o + + \ STA 56+33.79 /
<br /> PAVEMENT INSTALLATION SEE LANDSCAPE PLANS FOR
<br /> + + + LANDSCAPING \ STA 56+16.7Q STA 56+7 (59.2' RT) SLEEVE LOCATIONS. SIGN LEGEND INSTALL "STOP" 3' DIAM. BY 2' WIDE LETTERING TYPE D-LIQUID
<br /> HMA PAVING LIMITS `\ (119.8' RT) (,05.7 RT) ♦ •- �• t
<br /> c / 4. SEE ARCHITECTURAL, STRUCTURAL PLANS, AND SWIFT BRT © NEW SIGN. 38 REMOVE EXISTING LETTERING AND ADD TRAFFIC
<br /> tO \ BUS SHELTER PLANS FOR SHELTERS, WINDSCREENS, LETTERING TYPE D-LIQUID COLD APPLIED METHYL
<br /> EXPANSION JOINT \ X RELOCATED SIGN.
<br /> 7 / BUILDING AND FOOTING.
<br /> \ / O METHACRYLATE, AND RED PAINTED BACKGROUND OFFSET
<br /> I:r.ri�.a:_s-NI DETECTABLE WARNING SURFACE \ / 5. SEE STRUCTURAL PLANS FOR CIP WALL REQUIREMENTS. REMOVE SIGN. 1' FROM EXISTING STOP BAR. MATCH EXISTING 'STOP'
<br /> \ STENCILING AND RED BACKGROUND TO THOSE ALREADY
<br /> F ® CURB RAMP LENGTH (FEET) \\\ 'r / / 6. SEE BSP AND PD SHEETS FOR ADDITIONAL PAVING O CURB RETURN SEE DWG PD3. INSTALLED ONSITE. . I
<br /> SEE DWG. N0. PD2 / REQUIREMENTS AND DETAILS.
<br /> \ HAND HOLE (WSDOT TYPE 2 33"X22" 6 811
<br /> CURB RAMP FLARE/RAMP LENGTH (FEET), \ i' 7. ALL PAVEMENT MARKINGS SHALL BE TYPED METHL rci
<br /> SEE DWG. NO. PD2 \ J-BOX) HAND HOLES SHALL BE LINED
<br /> o , METHACRYLATE (MMA) UNLESS OTHERWISE APPROVED BY All
<br /> o SCALE UP WITH EXPANSION JOINTS AND NA\/p88_
<br /> pi CURB RAMP LANDING LENGTH (FEET) THE ENGINEER. CONC. SCORING. ,
<br /> x I I SEE DWG. NO. PD2 s� -
<br /> 8. ALL SIGNS SHALL BE INSTALLED PER COE STD PLAN 716.
<br /> 20 0 20 40 Know what's below. I
<br /> 5. FEET BERr
<br /> E e-, �9 Can before you dig.
<br /> /\ 2/8/T7 ADDENDUM NO. 1140.1 MS DS * Ct COMMUNITY TRANSIT Drawing No.
<br /> E J/7/17 CHANGE ORDER -RESPONSE TO CITY PERMIT COMMENTS MC DS 9 �/ m By Dote SCALE
<br /> Ci 8/8/18 CHANNELIZATION CHANGE ORDER MC DSJD E RT E E T �- _o n , y, Drawn
<br /> L MMC ,D/,4/,9 PV2
<br /> Communitytranslt •/ Designed By Naz SEAWAY TRANSIT CENTER
<br /> 7/22/19 RECORD DRAWINGSREVISIONS AY BC /34923 G MM 10/14/19 ''-20' PAVING, SIGNING Sc
<br /> 6 9/23/19 ADDITIONAL BUS SHELTERS MC MM 2707COLBYAVENUE,SUfTE900 ��'Rfctsre' >\* Checked By Vert Sheet No.
<br /> EVERErrwA98zol 9NAL EN BC 10/14/19
<br /> 35
<br /> Ti No. Date Revision BY App,.sf
<br /> 425.252.7700 1800.615.9900 Approved By E20760067.001 r C HAN N E LI ZATI 0 N PLAN
<br /> O of Total
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