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SE 1 /4, NE 1 4 SEC 11 , T. 28 N., R. 4 E., W.M. CONSTRUCTION NOTES:
<br /> I= MINI 0 CONSTRUCT 6" CEMENT CONC. CURB AND GUTTER TYPE A-1 PER
<br /> C.O.E. STD. PLAN 305A.
<br /> • •' . 2" MULCH AND 02 CONSTRUCT 6" INTEGRAL CURB PER DETAIL DWG. PV3.
<br /> • ;s.•:' V'� Av`V PLANTING
<br /> I a a n a. •_ ^` + + PER LS SHEETS O CONSTRUCT 10" INTEGRAL CURB PER DETAIL DWG. PV3.
<br /> • . I •\\�\ -\\\\\�\\ \�\\\\ �� ^\ ' ^• r
<br /> T T -r T T O CONSTRUCT INTEGRAL CURB TRANSITION 10" TO 6" PER DETAIL
<br /> 1 Q' \ \\ \\ \_ \ \ - '---1
<br /> - - 1-I I i-I 1 I I- -1 1 1 :-
<br /> 'I ^ SHEET PV3 (OVER 10' LENGTH).
<br /> � \: `t`sc' -I .I I-I I .I I? 111- II III III- / /' //' � r,CL TEMPORARY BENCHMARK 'III-"I-1 I I-' III- -4" HMA CL 1/2 IN PG 64-22 _-•••• //* / '/_' 50 CONSTRUCT FLUSH CURB PER DETAIL DWG. PD1.
<br /> NORTHERLY FlANGE BOLT ON PIBE ION OF 4" CEMENT CONC. CL 3000, COMPACTED DEPTH I
<br /> IN THE NE QUAD OF THE INTERSECTION OF I ( ) III-III-I I-I I-
<br /> �` -TH ST:w a SEAWAY Bi,m I 10" PORTLAND SWIFT PLATFORM 6" THICK AND -III-"I-III III 60 INSTALL TYPE D PLASTIC CROSSWALK PER C.O.E. STD. PLAN 721.
<br /> �- CEMENT CONC REINFORCED, SEE DWG. NO. BSP1 -6" CSBC
<br /> w k 7s.ra I 6"TOP SOIL
<br /> • 4" CSTC -6" GRAVEL BORROW TYPE A O DETECTABLE WARNING SURFACE PER WSDOT STD. PLAN F-45.10-01
<br /> I Li -._3, , .kAo0 2" CSTC AND SWIFT BUS SHELTER PLATFORM DETAILS ON DWG. NO. BSP2.
<br /> K.,9. BUS ZONE PAVING PEDESTRIAN CONCRETE PAVING HMA PAVING LANDSCAPING
<br /> J Cofer w � _ N.T.S. N.T.S. N.T.S. N.T.S. 80 INSTALL SIDEWALK PER C.O.E. STD. PLAN 306.
<br /> ♦
<br /> \5� 00 y / GENERAL NOTES: s� CONSTRUCT CEMENT CONCRETE DRIVEWAY RAMP TYPE 1 PER C.O.E.
<br /> gi
<br /> `‘\_ I. RPMS SHALL BE PLACED PER COE STD PLAN 719. STD PLAN 307.
<br /> \ I - w�L h / W 6"p C\� ` \ ` 2. CHANNEUZATION ON SEAWAY BLVD WAS OBTAINED FROM 10 CONC. MOW STRIP PER DETAIL DWG PD4.
<br /> ��� 00 AERIAL IMAGE, NOT FROM FIELD SURVEY. FINAL (-1-.1-) 6' NON-METAWC FENCE SEE DETAIL DWG PD4.
<br /> - ^-^^_ '•`� CHANNELIZATION SHALL MATCH EXISTING CHANNELIZATION
<br /> L N 342784.46, ■ ' Y• ^�^"" SIGN LEGEND AFTER TEMPORARY CHANNEUZATION IS REMOVED.
<br /> L LL1 T=E 1290573.55 / \ �'� \'\'•..,,__ - --- 12 20 CONCRETE SEAT WALL SEE DETAIL DWG PD4.
<br /> I END CURB & GUTTER `� D' "-.. Y\\�`\ � Q NEW SIGN. 3. COORDINATE IRRIGATION SLEEVE PLACEMENT PRIOR TO
<br /> Z 7 PAVEMENT INSTALLATION SEE LANDSCAPE PLANS FOR 13 RELOCATED STREET LUMINAIRE, SEE DWG IL1.
<br /> / 1
<br /> -7 1 rl 342790.97, \ `�, a✓�..,• ��'\ � � Q RELOCATED SIGN. SLEEVE LOCATIONS. 0
<br /> _ I E 7290598.15 "/ 14 SEE SIGNAL PLANS SG1-SG4.
<br /> r BEGIN CURB & STA 51+99 4. SEE ARCHITECTURAL, STRUCTURAL PLANS, AND SWIFT BRT
<br /> / J GUTTER REPLACE INKIND`., � ,�\\ BEGIN WHITE LANE LINE (22.2"'RT) REMOVE SIGN.
<br /> / I U - �� \��^t� S? BEGIN YELLOW DOUBLE CENTERLINE`•(10.2' RT) BUS SHELTER PLANS FOR SHELTERS, WINDSCREENS, •15 TRANSVERSE CONTRACTION JOINT PER DETAIL DWG. PD1.
<br /> :CRB GUTTER j'� O�',g,MATCH EXISTING •♦, X CURB RETURN SEE DWG PD3. BUILDING AND FOOTING. 16
<br /> I- -n r=,,'� �`r LANDSCAPE .., \ 0 CONSTRUCT VALLEY GUI ItK PER DETAIL DWG. PD2.
<br /> I
<br /> Q PEDESTRIAN BUFFER~\ '''' `` N. HAND HOLE (WSDOT TYPE 2 33"X22" 5. SEE STRUCTURAL PLANS FOR CIP WALL REQUIREMENTS. 0
<br /> Q `\ `♦ ♦ UNED 17 PROFILED PLASTIC WHITE LANE LINE PER COE STD PLAN 720. SEE
<br /> .[: R ~\.� • "- 4•.♦, \ - 6. SEE BSP AND PD SHEETS FOR'ADDITIONAL PAVING - GENERAL NOTE 1: -- -
<br /> I
<br /> , .,�� ,.` `. N JOINTS AND REQUIREMENTS AND DETAILS.
<br /> \;^ \� J BOX HAND HOLES SHALL BE
<br /> c
<br /> \ UP WITH EXPANSION
<br /> `.., ``, \ CONC. SCORING.
<br /> + 1-- I _ �. `•. \*q:�\ • \ 18 PLASTIC CENTERLINE PER COE STD PLAN 720 SEE GENERAL NOTE 1.
<br /> I '-+ + '.,rj-1 1'1.. �.,3S �,, '`, �`,, \\ 7. ALL PAVEMENT MARKINGS SHALL BE TYPE 0 METHL
<br /> I +++c-T � i -a i- I 1 '- \,\`0® O `' i1/ T 'r' ` N. METHACRYLATE (MMA) UNLESS OTHERWISE APPROVED BY 19 PLASTIC WHITE WIDE LANE UNE PER COE STD PLAN 720. SEE
<br /> /' + flare- 9'i -I'-1 I 1 J, �I I \ S \ `i`‘i\ '.• `\``♦ \\ THE ENGINEER. GENERAL NOTE 1.
<br /> / + + r i it.'£� yT -& I ••Ft .•• T CONSTRUCT 3'x8' & S \�• *\\ `. ♦ \
<br /> i + T is rJ__I..I _< ° ' m+ 1 0 ��I�<°'^ \tit,■ ;-,. 4, 5'x8' BUS STOP PAD".„ ``',,. :, ♦` ♦♦ \ 8. ALL SIGNS SHALL BE INSTALLED PER COE STD PLAN 716. 20 TYPE 2SL (LEFT) PLASTIC TRAFFIC ARROW PER WSDOT STD PLAN
<br /> I t i ,a L LET I �-r-•, \ ��. ♦♦ ♦ \ M-24.40-02.
<br /> a`' I- 0 + + �\ \, \ •FOR FRONTAGE INFORMATION
<br /> a t �Q -�a. ����• 1 ` ON 75TH ST SW LEGEND
<br /> � st r I �- -•,�o ,� ���.'', � S \ \ \ \ 29 TYPE 3SL (LEFT) PLASTIC TRAFFIC ARROW PER WSDOT STD. PLAN
<br /> - + 1 i1 L� `•� •• � ,1 !^�> \ \\ ON
<br /> 53+37-62+50 • BUS ZONE CONCRETE PAVING 0 M-24.40-02.
<br /> 0 + } `� rl rl� '; • .,.'�.: 1 L4 ��. OO \ \SEF`FP1-FP2. -
<br /> ICr Yi 1T •,T )."^• -..J ;"%.prI• r Z. ````````���, ```♦ '' \ T, +�� \ Q yg 24" PLASTIC STOP LINE PER COE STD PLAN 721.
<br /> S- too 1 ^r ®! f, _•�' - \ a• . . PEDESTRIAN CONCRETE PAVING 0
<br /> +� + i-'-�i17� I•>/- •.1 /:.• =y„.<� '>�•+ + s BEGIN 7.2 TAPER (28.1' RT) -'
<br /> + .r '•+ � \• „ • TYPE 3SR (RIGHT) PLASTIC TRAFFIC ARROW PER WSDOT STD. PLAN
<br /> • / •.- >.' ,\. i., tIIII ,' ```\. O \ST 53+4 \ + + M-24.40-02.
<br /> a I ,' ""- /. 1 `� -;‘,,,;?. .*A',..
<br /> • + + + LANDSCAPING
<br /> E. I + r iti. `� • s• • ••4•:('•-•• •�\ EV ,;?. . > ., +� '�� �``� ♦ \ AP YELLOW D CENTERLINE (2.9' RT) _ 24 TYPE 1 S PLASTIC TRAFFIC ARROW PER WSDOT STD M-24.40-02.
<br /> LANDSCAPE �+ i• :. 1: G + / +
<br /> .[� f•I•.. /. QS j,, `�L!.�` r \ \ w HMA PAVING UMITS O
<br /> PEDESTRIAN BUFFER' T 4_. . ` T'. • .. L /,• :- •.\..' �\* • \ >rt., - 0 _
<br /> g I _ _ 7 3.; '•1•• \ { :is)... ,,• + + \�� �;/- �\*\ \\ \ 45 PLASTIC TRAFFIC LETTERS PER WSDOT STD PLAN M-80.10-01 AND
<br /> c+ _,.` -1 R=57.0' X`0'. -"- •J` . lam'., \\
<br /> I - - �`\ �r .�' 1, • '9,c. .fly o \ "\\ \\ \\\ EXPANSION JOINT M-80.30 00.
<br /> m o o p Y•• .�! •.. \.-_• •, \i � =s�:Fk ND f ,y` � \\ `\\\ `\\\` her q DETECTABLE WARNING SURFACE 26 PLASTIC WHITE EDGE UNE PER COE STD PLAN 720. SEE NOTE 1.
<br /> N 342687.06; I `if • \ �„,, HEcl, \ \
<br /> m` E 1290554.91 R I j,:Cp"t ��•`: f ..••'�• - ._ if:• •\•'-• •^. • # ` x.. ,,,,,,./...,„-, + + + O�' `♦`b• •\ \ STA 53+76
<br /> _ :. .. .:•• �n
<br /> �. I +i-;- -: `-'�-�- i• =.l•v' / >+ + + + + + END 1.2 FT TAPER (27.2' RT) CURB RAMP LENGTH (FEET) 27 INSTALL EXTRUDED CONC. CURB.
<br /> END INTEGRAL CURB r, -1 '{• \�' �:\-:, x. 0, i \"' -_> N • +��\ \ ..\ \a BEGIN CURB & GUTTER ,I` rr �.. llJJ k '.t' + + '..+ + \ SEE DWG. NaN0. PD2
<br /> rr. ::'>�•1" • 'k.i w �• \' �\ ♦ �`,;\\ `,\\ 28 CONSTRUCT CEMENT CONCRETE CURB RAMP TYPE PERPENDICULAR A.
<br /> N 342686.29, I t ;�T-: ` I.:..
<br /> { ... j.\ ® �'.,:_• _cti._"> + + 1: + + + \ CURB RAMP FLARE RAMP LENGTH (FEET),
<br /> E 1290554.29 � .y;.� -'-' �` '- \ • 1 '•\ �� �>t� * '\ \ 7 `\\ @ SEE DWG. NO. PD2 PER WSDOT STD. PLAN F-40.15-03 SEE DWG PD2.
<br /> a END VALLEY CUR + . t. ''.. •�\ O ......�.j $..vic" S;^. ,✓ �� \` ';�r `
<br /> o r• y • ,�. :• '/•' � ' ,Ty, � ` � _..\\tuWyj + +� � I \ � ♦\ ���;�`\\\� `.\ 29 CONSTRUCT CEMENT CONCRETE CURB RAMP TYPE D PER COE STD
<br /> (WEST EDGE OF J -+ ' ` . R=10.0'r -,:'1 , ,.•*•- .. \,•.��•• N ?;,,z ,>. + + + + + �� + O C" \\ \\\ \\\ n CURB RAMP LANDING LENGTH (FEET) PLAN 321.
<br /> - VALLEY CURB) m I 1 ®�'• 1; % • y- ♦ '.•.-• ..•\ - .,-j, x +''+_ - �+c+ + \eti ,J ♦ \`:\` • `• ,\ ' I SEE DWG. NO. PD2
<br /> `, TRANSITIONS FROM:••11+ I. •'• \ ('f�••'.\. N:•"'• '•' ~' � •' `�` '`Y + + t+ •�.`\ s\\ i `\\0 \\ i\ 30 CONSTRUCT CEMENT CONCRETE CURB RAMP TYPE COMBINATION, PER
<br /> " VALLEY GUTTER TO Q 51 i . a i, .N 342689.24, .. •\' Q • �• + + + + + \\, \ \ \` ` \ SCALE WSDOT STD. PLAN F-40.14-03 SEE DWG PD2.
<br /> - STANDARD CURB & 3 -- ! 1 E 10593.73 ••%• '1 •,/ . + •� + + + + -1- ,VW \�`* �\\ `t ,\ i;\ 37
<br /> �y ■ ■ ■ ■ ■ PUD ACCESS GATE, SEE SHEET BSP5 FOR PUD CONCRETE ACCESS
<br /> GUTTER. CONTRACTOR Q ... • ',END 10" INTEGRAL CURB \ ' • - > i'. ,3^ \+ a t + + + + + + \`\ \\ ' ``a\ \\\ •■•■•■•■•■ O
<br /> LLWJ ®.�- -�® '� :.-.!• i o .t i \\ ` DRIVE REQUIREMENTS.
<br /> SHALL CONFIRM .� �(BEGIN INTEGRAL CURB TRANSITION i.:: _, ,, >'X•.' �\
<br /> Q THERE IS A POSITIVE (/� _ -I .1 1 •> \ • ' •>\'' . • `''''a� } , `'•\ \20 0 20 40
<br /> '.'I t \.;.( _ T ,•+ + + + ""a,+ + + , \ \ ';,\\ .,\`!n 0 PLASTIC WHITE DOTTED EXTENSION LINE PER COE STD PLAN 720.
<br /> m GRADE AND NO "BIRD' I -r •;) •-'- - p-0; - N '."' F a '\ ,,,,co\ \ FEET 32
<br /> BATH" IS CREATED. ® ! I) ••' .r,�•;.1•.• 1 .; : ® • r y �, _ ,/ „.--, '•
<br /> ®11 •I• `I. - ^,+�• .. - + - -1t f + •;{•• •'x '\ O. RETAINING WALL
<br /> N 342668.13. I i I 1 1;.. os.„ + h + + + + +_ ; r \\ .\\ ii�<F\
<br /> E 1290589.65 - --T� 1 ) T�-'�-� + + + " � *:\
<br /> >� r=�.,,,.4 D -P- + + + + + + '� •••• \..•' `t:,\• O DRIVEWAY APPROACH, SEE DETAIL DWG PD3.
<br /> BEGIN 6" INTEGRAL CURB I . ea - ___ • . +., rt-., t • • �.'. fits T t + + ± + t ,i `G .. ;\
<br /> �' I .~ ;;1 .: �' :.` ;� +��- a •,,,• 35 PLASTIC WHITE WIDE DOTTED LANE LINE PER COE STD PLAN 720.
<br /> o END INTEGRAL CURB TRANSITION I r + `�`\� + _ 6d + + a�-I a.4+ � ;\
<br /> _ I i I B c ���+� " ,\\ SEE GENERAL NOTE 1.
<br /> Q - o I I r • 'tt ±�,,. 'ii . - �: ��. � � ' +++++.1-+t .1 + ++ 14Niii1C
<br /> ,1 Via; ':\., .,. T a ; \\\ 5:a 36 CONSTRUCT CEMENT CONTRETE CURB RAMP TYPE B, PER COE STD
<br /> -, �--- .�• ,0+ s a,; + + \\ \ ;,\ PLAN 319.
<br /> A 1 - I ,-r 64'\ + "�' �� ••.\ �. a2 \ + • �- + + + �� \ `�\ ® INSTALL "STOP" 3' DIAM. BY 2' WIDE LEIILRING TYPE D-000ID
<br /> '- :.:kb\l-
<br /> �. r), :••. ••I 'Y - + ••• "+. '• ••• \ �.v. +' + piAQ + + + �`i `�\ i\ O. REMOVE EXISTING LETTERING AND ADD TRAFFIC
<br /> _ 1 ''•)• • y • \" 9s\•. v. t. + + + + LETTERING TYPED LIQUID COLD APPLIED METHYL
<br /> Ly a.a. -o + + + d+ ��_FF \1 -. •' " '0j' + + + + ` - .�t `\ METHACRYLATE, AND RED PAINTED BACKGROUND OFFSET
<br /> - ', f" •'• .1:= r+ + >-F" X�".•, �o ' 'v � ' �•�` +� + + + + + ._.''\i` _lSs \\ 1' FROM EXISTING STOP BAR. MATCH EXISTING 'STOP'
<br /> I O 0� I;. -0}'�' -k: Y + + + $a �. ••t' �\_t� '-.`gyp \ ' �\ STENCILING AND RED BACKGROUND TO THOSE ALREADY
<br /> ~-:I• ••: 1 '•I Q. • + + + + - \4` 4' ,\ + + 'S+ °+"+E ++ + \\`` o \\ INSTALLED ONSITE.
<br /> f% -
<br /> , 40 :1. G`RT r� -LT' >.
<br /> °ffccrr►► •__:_. ::t -1 �'E�i + + + Allii r�:� N:34256 . 9 ". <S•• _,+E+..,..+ + + a� \\ •� `�;•\;
<br /> E I ._„• , ,, --I- •, p. .•F-L. •� '..I }_ + t + •t .A E:1290803.4272 ;� ,<'.1.\ ems.` +`, '+ + + + vrt4V.. + . \ ,ZO \ •,:\\
<br /> V D88
<br /> X MATCHLINE SEE SHEET PV2 SIGNAGE NOTES:
<br /> OgEIR.TS PD3 FOR SIGN SCHEDULE. Know what's below.
<br /> E �9 call before you dig. I',
<br /> 2/8/17 ADDENDUM N0. 1 MS DS } c grown B Droving
<br /> °WPV 1
<br /> R 2/13/17 ADDENDUM N0. 2 KC Ds f'd �/ '�' MMCy Dote
<br /> 5CNLE COMMUNITY TRANSIT
<br /> ah/17 CHANGE ORDER N0.1-RESPONSE TO CITY PERMIT COMMENTS MC DS pE RTE ET o--' -""`--o a /i �� Designed By Nora SEAWAY TRANSIT CENTER
<br /> 8/8/18 CHANNEUZATION CHANGE ORDER MC DS c o m m u n i t y t r a n s I t / `, ,p 54923 t MM 10/14/19 1"=20' ti
<br /> A 7/22/19 RECORD DRANAN°REVISIONS AY BC 2707COLBYAVENUE,SUITE900 / -i' FCISTEP Checked By Vertsheet No.
<br /> d 6 9/23/19 ADDITIONAL BUS SHELTERS MC MM EVERETT,WA 98201 s,,,,1i 8 tt'. s/OpgL tO eC 10/14/19 - PAVING, SIGNING & ,� /�/' 34 71
<br /> O No. Dote Revision By APO, 425.252.7700 1800.6I5.990D Approved By Project Number CHANNELIZATION PLAN (/1V j 1 t/J,B 20160067.001 i of Total
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