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SE 1 /4, NE 1 4 SEC 11 , T. 28 N., R. 4 E., W.M. CONSTRUCTION NOTES:
<br /> 000NSTRUCT 6" CEMENT CONC. CURB AND GUTTER TYPE A-1 PER
<br /> C.O.E. STD. PLAN 305A.
<br /> .- •• 2" MULCH AND p CONSTRUCT 6" INTEGRAL CURB PER DETAIL DWG. PV3.
<br /> PLANTING
<br /> I ;` I i7 g I 7 :_'_ '`• Q 4 e 31 _ °.n 1� + + - PER LS SHEETS O CONSTRUCT 10" INTEGRAL CURB PER DETAIL DWG. PV3.
<br /> I • -J 6. I ��\\\�\\��\�\\\ \\�\\\�\ � �W - L - t - - - - - - 4O CONSTRUCT INTEGRAL CURB TRANSITION 10" TO 6" PER DETAIL
<br /> t - - - - _ - I I-' 1-I I I�''' III- j/ ,, SHEET PV3 (OVER 10' LENGTH).
<br /> Q_".y run a u I I-:i t-I I I I - I I- III -III- r ji/ / .
<br /> R\ NORTHERLY FLANGE ,,, c r, PE riu-.�- I - I I . 4" CEMENT CONC. CL 3000, 4" HMA CL 1/2 IN PG 64-22 _ O CONSTRUCT FLUSH CURB PER DETAIL DWG. PD1.
<br /> \- IN -H- -E ..;,:a„r I 10" PORTLAND SWIFT PLATFORM 6" THICK AND (COMPACTED DEPTH) 1I II I�, I II I', II I I�I I © INSTALL TYPE D PLASTIC CROSSWALK PER C.O.E. STD. PLAN 721.
<br /> n, gi, R SVaR'AY BL':D I CEMENT CONC REINFORCED, SEE DWG. N0. BSPt 6" CSBC
<br /> etE`:'s�7>va 6"TOP SOIL
<br /> t-t-I �,�J�`•• I 4" CSTC 6" GRAVEL BORROW TYPE A O7 DETECTABLE WARNING SURFACE PER WSDOT STD. PLAN F-45.10-01
<br /> L1J. `� , s`'� BUS ZONE PAVING PEDESTRIAN CONCRETE PAVING HMA PAVING LANDSCAPING AND SWIFT BUS SHELTER PLATFORM DETAILS ON DWG. NO. BSP2.
<br /> ~ cote iv,<� � -_ ^,, _ N.T.S. N.T.S. N.T.S. N.T.S. Og INSTALL SIDEWALK PER C.O.E. STD. PLAN 306.
<br /> \50, 00 `\ GENERAL NOTES: O CONSTRUCT CEMENT CONCRETE DRIVEWAY RAMP TYPE 1 PER C.O.E.
<br /> \'I LL.I';-� / �`-_ �� `\\ 1. RPMS SHALL BE PLACED PER COE STD PLAN 719. STD PLAN 307.
<br /> - "`' �\ "\ 10 CONC. MOW STRIP PER DETAIL DWG PD4.
<br /> �- ,._, AERIAL
<br /> r6�� \`\ 2. CHANNEUZATION IMAGE, ON SEAWAY FIELD SURVEY.WAS OBTAINEDINALFROM
<br /> Si AERIAL NOT FROM FINAL
<br /> . � CHANNEUZATION SHALL MATCH EXISTING CHANNEUZATION 11 6' NON-METALLIC FENCE SEE DETAIL DWG PD4.
<br /> 1 `N 342784.46, m / �� 't \ �`'S. �\\�\�� SIGN LEGEND AFTER TEMPORARY CHANNELZATION IS REMOVED.
<br /> LU GE 1290573.55 \\`\ .,,,`,-'�•� �� 12 20" CONCRETE SEAT WALL SEE DETAIL DWG PD4.
<br /> / I Z END CURB & GUTTER ./ ". " ,` •--,• ,., ® NEW SIGN. 3. COORDINATE IRRIGATION SLEEVE PLACEMENT PRIOR TO 13
<br /> / I I I �,, PAVEMENT INSTALLATION SEE LANDSCAPE PLANS FOR 13 RELOCATED STREET LUMINAIRE, SEE DWG ILt.
<br /> / N 322790.91 y " `'i'••�•\ .,..,, '`'� `'•\ RELOCATED SIGN. SLEEVE LOCATIONS. 14
<br /> J E 1290598.15 \ �"•� '�. 14 SEE SIGNAL PLANS SG1-SG4.
<br /> / = I I BEGIN CURB & A 51+99
<br /> �" 4. SEE ARCHITECTURAL, STRUCTURAL PLANS, AND SWIFT BRT
<br /> GUTTER REPLACE INKIND BEGIN WHITE LANE LINE (22.2•'f; R I REMOVE SIGN.
<br /> I -: t `s2 BEGIN YELLOW DOUBLE CENTERUNE�(10.2' RT) BUS SHELTER PLANS FOR SHELTERS, WINDSCREENS, is TRANSVERSE CONTRACTION JOINT PER DETAIL DWG. PD1.
<br /> / U 'S'c�;GUTTER j X CURB RETURN SEE DWG PD3. BUILDING AND FOOTING. 76 CONSTRUCT VALLEY GUTTER PER DETAIL DWG. PD2.
<br /> i'- -o•p, A r. LANDSCAPE D MATCH EXISTING O O
<br /> L Q J 412110,.. / PEDESTRIAN. BUFFER - Vic: �'"•, '^yam ` HAND HOLE (WSDOT TYPE 2 33"X22" 5. SEE STRUCTURAL PLANS FOR CIP WALL REQUIREMENTS.
<br /> � ,`• ��• ® 17 PROFILED PLASTIC WHITE LANE UNE PER COE STD PLAN 720. SEE
<br /> '1‘'
<br /> - - ,�Nol'\� `\ �\ PBWI HAND HOLES SHALL ANDB LINED 6. SEE BSP AND-PD SHEETS FOR ADDFIIONAL PAVING GENERAL NOTE 1.
<br /> 1 1 \` Ni' \ \ UP WITH EXPANSION JOINTS
<br /> a _ \� 9'. " o \ CONC. SCORING. REQUIREMENTS AND DETAILS.
<br /> + d +f_-_�. �•�. •.` qy�'\` \ 18 PLASTIC CENTERUNE PER COE STD PLAN 720 SEE GENERAL NOTE 1.
<br /> I I f't + At_ F ,i :„.. ```�6- ..@� \\ 7. ALL PAVEMENT MARKINGS SHALL BE TYPE D METHL
<br /> -___� . +'/ �I: I) 1 {{- - 4D® - �/�/ •_\ `\N.
<br /> .\ N METHACRYLATE (MMA) UNLESS OTHERWISE APPROVED BY 0. PLASTIC WHITE WIDE LANE UNE PER COE STD PLAN 720. SEE
<br /> / + --1-'4j' - - \ -• � \ . N. a \` N \\ THE ENGINEER. GENERAL NOTE 1.
<br /> E I �.
<br /> / + + - ^4(- T� `�\``` _ CONSTRUCT 3'x8• & ,\... /4 �� \
<br /> I / + �,?Er - ° Ti-`-0 I `�`' \ ry 5x8• BUS STOP PAD`\ S1j `.k, \\ \N\ \\ 8. ALL SIGNS SHALL BE INSTALLED PER COE STD PLAN 716. ® TYPE 2SL (LEFT) PLASTIC TRAFFIC ARROW PER WSDOT STD PLAN
<br /> /
<br /> o. t �� _- cfi.'.-As-::-4:14.1prop....4. -24---, i--
<br /> 4- �;� 7 `•` `�`.\ rA'. \ \ FOR FRONTAGE INFORMATION LEGEND
<br /> t a rII , � -` s \\ ON 75TH ST SW21 TYPE 3SL (LEFT) PLASTIC TRAFFIC ARROW PER WSDOT STD. PLAN
<br /> ,E, - + _ 1- _ I ' •• I ,'• ' `, \\ �\\ ETA 53+37-62+50 BUS ZONE CONCRETE PAVING M-24.40-02.
<br /> L t �� \ S} FP1-FP2. -.
<br /> J /�, 0 _+++ I j 0 .�,, •��J� 1 `,�/• 5 :�'�t I'm, I •� `\�� �STA 53+\38\ d . 0 24" PLASTIC STOP UNE PER COE STD PLAN 721.
<br /> VV + + 14 1' i. \•"-• I ®J: �'• •a '} - ly\ BEGIN 1.2 TAPER (28.1' RT) ° PEDESTRIAN CONCRETE PAVING
<br /> + I o<-t 1 \. •/•:, •/ \\ + ''.\ \ FT " . ® TYPE 3SR (RIGHT) PLASTIC TRAFFIC ARROW PER WSDOT STD. PLAN
<br /> ■■■ ®. _ • •_• / \ ♦-' SPA 53+4 LANDSCAPING
<br /> o_ I h - I -- 4•./I,' : .1 i•
<br /> ..�\. �A' _-�� - 4Tv
<br /> `` ,�.\` \ AP YELLOW DOUBLE CENTERLINE (2.9' RT) + +. } 24 TYPE 15 PLASTIC TRAFFIC ARROW PER WSDOT STD M-24.40-02.
<br /> LANDSCAPE --I- '/!�' / ,,'C, /'- '\. Gas \ ;..` + / �,`+ % N \ \\ '\ '' = HMA PAVING LIMITS O
<br /> PEDESTRIAN BUFFER_ •
<br /> -- _ _n•. -.)- ••.;•-•�1�• /is /�X •4 •�� \\ . 4 + +©i' �. \/ \\�\ \\ \ "-"" PLASTIC TRAFFIC LETTERS PER WSDOT STD PLAN M-80.10-01 AND
<br /> •• R-57.0" ". yr �(• / \ y�\-_` p \ \\ \ \\\ EXPANSION JOINT O M-80.30-00.
<br /> _ �- - / 1' 1' %:\'-..• '�C �•. \ ,\,.5 \\ wry„ ;.ri DETECTABLE WARNING SURFACE
<br /> '^ o iv `a / +y 4':1 AL i� ND f \\ i. 26 PLASTIC WHITE EDGE LINE PER COE STD PLAN 720. SEE NOTE 1.
<br /> , N 342687.06; •• y.,•\ ''�. :\ ,y \.....••.•\. \R t a,.. .,+-+ r� `y \
<br /> -�, �,,' �•` .. \.::•/'.t•\•.'- - : `+ + •+ d• \`5• STA 53+76
<br /> E 1290554.91 _.� - _ { I . \.•,-=••. i +�!' .„,,i.. s'J' \
<br /> © _ _ �yT`.?. + + + + END 1.2 FT TAPER (27.2' RT) CURB RAMP LENGTH (FEET) 27 INSTALL EXTRUDED CONC. CURB.
<br /> c END INTEGRAL CURB +- -- + _ �� i~•' / `•• ra \' \ ".�.> "w•'•.�� +��` .. `� \\ SEE DWG. NO. PD2 O
<br /> a BEGIN CURB & GUTTER - • ) :'\;•=' _ \ ff. + + + + �\
<br /> -- �••• �•.•/�•:- \i \. :• - } \ r\�`,\\ `.\ 28 CONSTRUCT CEMENT CONCRETE CURB RAMP TYPE PERPENDICULAR A,
<br /> N 342686.29, + -- ~_•_ 'i' -% '\ _• _�`•/•_'' 1 \ A +' +�k +1 + �" \'‘.`„
<br /> \ \ CURB RAMP FLARE RAMP LENGTH(FEET),O
<br /> o E 1290554.29 Q F --- O r�Ill, >;'-•- �y'/' •'\\®� ': - \ i-• ''' ti''} 4. + F + +.0��:``� \ , : \\ \\\ • `.\\\ @ SEE DWG. N L PD2 PER WSDOT STD. PLAN F-40.15-03 SEE DWG PD2.
<br /> a END VALLEY CUR: _- \ ©`4 • 'i'' �.>T •_ .*u + -h"� �I \ 29 CONSTRUCT CEMENT CONCRETE CURB RAMP TYPED PER COE STD
<br /> 41 - •''� , •'�••. \..,-• . R.y� r y-._ r +``�\` O b \S \ .�\�. \ CURB RAMP LANDING LENGTH FEET O
<br /> n (WEST EDGE OF Cf R=10.0:. , s ,: _ \. y. + `�+- + + + \` \ \ n ( ) PLAN 321.
<br /> VALLEY CURB) ,..,-1 t _ _ i ,/, \ .• �•. . .4.".;..,'a ,. } \ 0} + t` S+ \ \\\`• \ .\ SEE DWG. N0. PD2
<br /> w : + A i••-\ + + + + `.` '\ i\ O CONSTRUCT CEMENT CONCRETE CURB RAMP TYPE COMBINATION, PER
<br /> TRANSITION FROM • ! ('., X<° \0p ' * ' \ �.� `�\`` ":\ WSDOT STD. PLAN F-40.14-03 SEE DWG PD2.
<br /> VALLEY GUTTER TO Q _'� .-N 342659.24, •\' - ,V ,>? ^s; + + + + + + \\ \ \ ` N` "\•,\ SCALE
<br /> - STANDARD CURB & - ''•'.. 'E 1290593.73 •\ '%• + + + + + + + +�� \ ` Y �\ •\
<br /> 1_ i• '/ . o: w \`'- ``` `\ '\ 31 PUD ACCESS GATE, SEE SHEET BSP5 FOR PUD CONCRETE ACCESS
<br /> GUTTER. CONTRACTOR 1 +END 10" INTEGRAL CURB .. /'. mm.•.' r 11,- + o + + + + + + + 1 \ \ \ \ �•■�•�••• O
<br /> - ® El._ 1 •""'
<br /> ...• / 'Pc'.
<br /> •r^, .a ` r q� �\ `;\``�,': `\9.�\ •20 0 20 40 DRIVE REQUIREMENTS.
<br /> SHALL CONFIRM BEGIN INTEGRAL CURB TRANSITION.i._•. /.. '•ri .,:x\. + + + + + + \+ v,`\� ••\ \
<br /> aTHERE IS A POSITVE _ _a \.•..•'•/ /\- °. •-•• • �•> .+ `+ + + ^" s+ + + ` `\ `\ \ „''\,\ \v PLASTIC WHITE DOTTED EXTENSION LINE PER COE STD PLAN 720.
<br /> o F r 7, f: : a \ FEET 32
<br /> ' I :\ 33 RETAINING WALL
<br /> GRADE AND NO "BIRD ' %, •,1 - • :-Ew,6_0 \ b' �' + + '+ +E + + + + \ ` \ \ \ o\ \4,
<br /> •
<br /> y I BATH"IS CREATED. 2 • ® �.� :�•. �, • \ \ \••� ��r .. + # � + � � �a`, .f, �\. ., O
<br /> N 342668.13, ,, All. ..I.: ` '-E + - 1�,c i' + as + + + + + ,` p \\ a:.\ ' 'pc^.\
<br /> } <-'1 1 ••• I'-,•?}= ' ,'4 + + -F \_•• >.,;.g..^` ,.u-,4n.•''•.�'"• + + + + + + ,\, ,,�• ` 6 `.��; .\\\ O DRIVEWAY APPROACH, SEE DETAIL DWG PD3.
<br /> _ E 1290589.65 - n- +^� '� •� ;1.a:� "`;, ,\ \O C'9\ ;:\
<br /> BEGIN 6" INTEGRAL CURB 1 '.•'I,os" 0 `i - �''• -,• _ +` to + - a - + + + + + + r - \ •,�`,\
<br /> - I I:-__;� ' ' d s, „ ;,\ \ O PLASTIC WHITE WIDE DOTTED LANE LINE PER COE STD PLAN 720.
<br /> END INTEGRAL CURB TRANSITION t 1•' .'•.• + ;_t + + + +\+ - \ '\ \ \\ \
<br /> o` 1 ,• 'rrET . ( .•:.-• --I.--; • ,•*,�•y `"YID •a • \ 1 i\ SEE GENERAL NOTE 1.
<br /> © - -n • • + + +�,,{{_+ + a \ ,`\ 5,7 36 CONSTRUCT CEMENT CONTRETE CURB RAMP TYPE B, PER COE STD
<br /> A.
<br /> ~ _. _ �1 •
<br /> ®. I + �•"•• }+ �`Aei11// ++ + ,O T\ \‘‘, ,\ \ r"- �; \\ PLAN 319.
<br /> E 1 •Y• • „ • - • I'• D. A' 6.0'\ + ``\•• ••• cG�. ,.' •'::\ oi'A _.+1 \ + + +11' + P p,\ \ `.\ ® INSTALL "STOP" 3' DIAM. BY 2' WIDE LETTERING TYPE D-LIQUID
<br /> 8 'S - i D1•• I �l a`f f 3.0'. , m` �• - � '•�(•• Gam\ r.\- ?>� +° +;'/PA\ + + + `\ ,:;�\ \• / \\ 38 REMOVE EXISTING LETTERING AND ADD TRAFFIC
<br /> r 5:. 1 F •:)•• + + + + M,j -�y- • �9 \ "\ a� + + + + + �� \ -:;t LETTERING TYPE D-LIQUID COLD APPLIED METHYL
<br /> - - I - .o + + + a+ •• ..,. + + + + ` '„\ \ METHACRYLATE, AND RED PAINTED BACKGROUND OFFSET
<br /> � :t,�.� °: � �j--I ,•� �•
<br /> ..w ro 6' ?B%' ` ,, • �,. � �:: \\ �`.is \
<br /> ry { , • I• •,1.: g a+ +d/-F o•�' 0 + + + + + " v lS ,`� ` \ 1' FROM EXISTING STOP BAR. MATCH EXISTING 'STOP'
<br /> g O "" ' '•_O f G)- - -4- F + + + 9•r ✓ ,'• • - �ilit\114'
<br /> e + +gp+""+"".s+ + + �� - '�•':\ `, STENCILING AND RED BACKGROUND TO THOSE ALREADY
<br /> m •-:I I•• '.0. - I a•
<br /> + + + + <, r�; ' \„d' se+ -+ +E + - 00 INSTALLED ONSITE.
<br /> tii..nr.
<br /> E i.I''• '.I• I �+ + + + LT r RT. •j;' 6/-�\.. • � + Q�.+.�-> �"., 'F .F _ _ , , -I
<br /> , ,.
<br /> +AL
<br /> - _li t, '•I •I S:._ + + + + cd •:••���.E:1290803.4272-% • •, ,ei n\• -I + + + pN . • �\ 6
<br /> „.._ • .. .... + ± ± + + + • \ •..\ 1. _k;,K ,..,, ± ± 2A'\ 811 �NAVD88
<br /> x MATCHLINE SEE SHEET PV2 SIGNAGE NOTES: V
<br /> d QgEIR•rS PD3 FOR SIGN SCHEDULE. Know what's below. '
<br /> �, �; Call before you dig.
<br /> e A 2/8/17 ADDENDUM NO. 1 MS DS k 9� COMMUNITY TRANSIT Drawing No.
<br /> 2/13/17 ADDENDUM NO. 2 KC DS E RT E E T f 1 tr,, m Drown ByMMC Dote SCALE �v 1
<br /> 3/7/17 CHANGE ORDER NO.1-RESPONSE TO CITY PERMIT COMMENTS MC DS P o� o o Ir_I pee nee 10/14/19
<br /> t®I'1.1mu171f transit / 7o�s/0 G'J 9 Ho'`` SEAWAY TRANSIT CENTER
<br /> 8/8/18 CHANNEUZATION CHANGE ORDER MC DS 54923 MIA 10/14/19 1"=zo'
<br /> 2707COLBYAVENUE,SUITE900 FQtsTER,k, Checked Sheet No.
<br /> _ s "°� _ PAVING, SIGNING &
<br /> N 6 7�22/19 RECORD DRAWING REVISIONS AMCY BC EVERETTWA98201 ~`,,,,_ -, Np EN\ Approved By _ 10/14/19 Project Number CHANNELIZATION PLAN' 0 71
<br /> 9 23 19 ADDITIONAL BUS SF _ S Dy L 34 f Total
<br /> 425.252.7700 1800.615.9900 IV/•14t�9 o No. Dote Revision By Appr. 20160067.001_
<br />
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