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SE 1/4, NE 1 4 SEC 11 , T" 20 N., R. 4 E., W.M. CONSTRUCTION NOTES:
<br /> O CONSTRUCT 6" CEMENT CONC. CURB AND GUTTER TYPE A-1 PER
<br /> C.O.E. STD. PLAN 305A.
<br /> ••_ ' ••'•••' •` - AND CONSTRUCT 6" INTEGRAL CURB PER DETAIL DWG. PV3.
<br /> 1113=_ .:, •.: .. '•. .: -' _ -- PLANTING" MULCH 2
<br /> ;t„•'
<br /> I :• ;� r- - PER LS SHEETS O CONSTRUCT 10" INTEGRAL CURB PER DETAIL DWG. PV3.
<br /> - -- V 1, ii. \\\\\\\�\\\�� .\\\\\\\\�\ � � - - - r r -r r r -r r O CONSTRUCT INTEGRAL CURB TRANSITION 10" TO 6" PER DETAIL
<br /> + , - - _ - - ,i ' - - - 'I I-� I-1 I 1�'' 111=- // // /// :�%� e.7:
<br /> SHEETPV3 (OVER10� LENGTH).\ I I- III -I 11= /" ;Q_�y _ NOR REPLY LU.CHH.`-kk III-�'I-1 I I-� III= 4" HMA CL 1/2 IN PG 64-22 -//////� /� 50 CONSTRUCT FLUSH CURB PER DETAIL DWG. PD7-
<br /> ,\ NORTHERLY FLANGE OF SOLI'ON FIRE NrR OF 4" CEMENT-CONC. CL 3000, COMPACTED DEPTH) I
<br /> \ \IN THE NE QUAD THE INTERSECTION OF I 10" PORTLAND SWIFT PLATFORM 6"THICK AND ( I I I,i II I I-I 1-III-I f
<br /> -TM ST W et SEAWAY BLVD I CEMENT CONC6" CSBC .1 I I -III III O INSTALL TYPE D PLASTIC CROSSWALK PER C.O.E. STD. PLAN 721.
<br /> W y' \\\' EL. '75.fj4 I REINFORCED, SEE DWG. NO. BSPi 6"TOP SOIL
<br /> •\ 4" CSTC 2" CSTC 6" GRAVEL BORROW TYPE A DETECTABLE WARNING SURFACE PER WSDOT STD. PLAN F-45.10-01
<br /> TW -' •°" '------••_ --` ,4. --` _ BUS ZONE PAVING PEDESTRIAN CONCRETE PAVING HMA PAVING LANDSCAPING AND SWIFT BUS SHELTER PLATFORM DETAILS ON DWG. NO. BSP2.
<br /> r� c N.T.S. N.T.S. N.T.S. BO INSTALL SIDEWALK PER C.O.E. STD. PLAN 306.
<br /> \ JCQ_d_ v` Ly GENERAL NOTES: O9 CONSTRUCT CEMENT CONCRETE DRIVEWAY RAMP TYPE 1 PER C.O.E.
<br /> \ QQ ....._- `;\'� ` -- 1. RPMS SHALL BE PLACED PER COE STD PLAN 719. STD.PLAN 307.
<br /> F / �"_` W is p- �\\ 2. CHANNELIZATION ON SEAWAY BLVD WAS OBTAINED FROM 10 CONC. MOW STRIP PER DETAIL DWG PD4.
<br /> (n' G- / Jr `\�\ ` \ AERIAL IMAGE, NOT FROM FIELD SURVEY. FINAL O
<br /> -`✓�- �� \ -, CHANNELIZATION SHALL MATCH EXISTING CHANNEUZATION 11 6' NON-METALLIC FENCE SEE DETAIL DWG PD4-.
<br /> i I- - �Q, \ . ,v. AFTER TEMPORARY CHANNEUZATION IS REMOVED,
<br /> 1 N 342784.46, / \ � SIGN LEGEND 12 20" CONCRETE SEAT WALL SEE DETAIL DWG PD4.
<br /> 11.J E 1290573.55 \ `�,
<br /> Z END CURB & GUTTER__` ` •\\,\ � \\„ \„ © NEW SIGN. 3. COORDINATE IRRIGATION SLEEVE PLACEMENT PRIOR TO
<br /> "� '\` \„ �� PAVEMENT INSTALLATION SEE LANDSCAPE PLANS FOR 13 RELOCATED STREET LUMINAIRE. SEE DWG ILt.
<br /> Z I N 342790.97, k'•.., �., `,�,, �„/7�• �'`,� © RELOCATED SIGN. SLEEVE LOCATIONS.
<br /> ___I E 1290598.15 "� ./ 14 SEE SIGNAL PLANS SG1-SG4.
<br /> BEGIN CURB & ., TA 51+
<br /> / I GUTTER REPLACE INKIND� BEGIN WHITE LANE LINE (22.2''•tRT) III REMOVE SIGN. 4. SEE ARCHITECTURAL, STRUCTURAL PLANS, AND SWIFT BRT
<br /> ,_I BUS SHELTER PLANS FOR SHELTERS, WINDSCREENS, 15 TRANSVERSE CONTRACTION JOINT PER DETAIL DWG. PD1.
<br /> / 0 - .-_ \,.,`` 1,. S2 BEGIN YELLOW DOUBLE CENTERUNE••(10,2' RT) O
<br /> j LANDSCAPE O',g,MA H EXISTING \� O CURB RETURN SEE DWG PD3. BUILDING AND FOOTING. 16 CONSTRUCT VALLEY GUTTER PER DETAIL DWG. PD2.
<br /> TC
<br /> I < O I - PEDESTRIAN BUFFER`- V •' \, °. ~``•• •N. 'N HAND HOLE (WSDOT TYPE 2 33"X22" 5. SEE STRUCTURAL PLANS FOR CIP WALL REQUIREMENTS.
<br /> ® 17 PROFILED PLASTIC WHITE LANE LINE PER COE STD PLAN 720. SEE
<br /> ""•- - \en\ '\ J-BOX HAND HOLES SHALL BE LINED
<br /> I I - - - R - � ay,^� \ - 6. SEE BSP AND PD SHtt LJ FOR ADDITIONAL PAVING GENERAL NOTE 1. -
<br /> • - \,'\ ` \ UP WITH EXPANSION JOINTS AND
<br /> �\-� - - l;• o •`\� \ REQUIREMENTS AND DETAILS.
<br /> L+ \ e' \, CONC. SCORING.
<br /> •■�%+� z^ �`\�si \ 18 PLASTIC CENTERLINE PER COE STD PLAN 720 SEE GENERAL NOTE 1.
<br /> 1 + ',; 1 rr *I,i .. 49 ```S '-,,.S �` a�`�``.� "\ 7. ALL PAVEMENT MARKINGS SHALL BE TYPE D METHL
<br /> • -1-* 11- 1. �® ,1\ \ METHACRYLATE (MMA) UNLESS OTHERWISE APPROVED BY 19 PLASTIC WHITE WIDE LANE UNE PER COE STD PLAN 720. SEE
<br /> 1 _L.S ii i e \ . \ \, \ THE ENGINEER. GENERAL NOTE 1.
<br /> <r - .- •C CONSTRUCT 3•x8• & ~" ```Id. �� • ` \
<br /> ± - �- •�r -7.2.--'� ' -1' -per I�41 • 5•x8• BUS STOP PAD`\ SIQ/ <� a 'N >\ \\ 8. ALL SIGNS SHALL BE INSTALLED PER COE STD PLAN 716. 20 TYPE 2SL (LEFT) PLASTIC TRAFFIC ARROW PER WSDOT STD PLAN
<br /> p � ,� \ M-24.40-02.
<br /> i ! ��:• C -I -- ii•. �� ,��� ,1 �,C�, r, .. \\�‘�\ ` \ `\ \ FOR FRONTAGE INFORMATION LEGEND
<br /> E ` 4► ' \ ON 75TH ST SW
<br /> + I "A!>• _r'Ji_ !�,` � �\ \\ TA 53+37-62+50 BUS ZONE CONCRETE PAVING 29 M24 3SL O(�EFT) PLASTIC TRAFFIC ARROW PER WSDOT STD. PLAN
<br /> 0 -+ /+ J a.ry •C l# .� • ...•-/:� Td �rL� -�,, Off N. \\ \ \S} FP1-FP2.
<br /> +1 fig•-' 'j---.i F �%'''+� ..i,• - w�```````� S \+ \ 22 24" PLASTIC STOP LINE PER COE STD PLAN 721.
<br /> +/ + 1- I �" \ ® :1. , ' '� + + K\ EG531. 8 a
<br /> O ! 1.-• _ "y„M1\r';,�^ `\ BEGIN 1.2FZ TAPER (28.1' RT) °: PEDESTRIAN CONCRETE PAVING O TYPE 3SR (RIGHT) PLASTIC TRAFFIC ARROW PER WSDOT STD. PLAN
<br /> -- ./ .,�:.... `"•�^> -' + `` �. \ \ \ + + M-24.40-02.
<br /> ®• 1 /- \ �; ``` STA 53+4 + + + LANDSCAPING
<br /> o; 1 a y + _ i" •� .: `Z �.-7- .��. ^V,+-?'`�-.1.. �, - `� \ AP YELLOW DOUR CENTERLINE 2.9' RT
<br /> LANDSCAPE <+I •-- <C �•i ' �\• 4. •'\• + i ++ �1• ( ) �:- -. 24 TYPE 1 S PLASTIC TRAFFIC ARROW PER WSDOT STD M-24,40-02.
<br /> PEDESTRIAN BUFFER I ...- .f, '\• ! yQ �v., ^; �' \\, \ \ 28 PLASTIC TRAFFIC LtI ILRS PER WSDOT STD PLAN M-80.10-01 AND
<br /> 4,5 • •Sv
<br /> "` 6 O \\ \\\\ EXPANSION JOINT O MASTIC -00.
<br /> : ,I ,...„..it"
<br /> /��I' �,,.i:\_••, '-• , ee • •- : \ t •,` i. + + .ry \ O \\ \\\
<br /> o I 2 I ' <�I _ J \ -•. ✓ : py .•>;. F st'fd r'He r f \ O\ \ \\\ F ,ef,aa`•.•,-1 DETECTABLE WARNING SURFACE
<br /> - -N 342687.0F, f ',if.- y'••• i• '\ 'y \'-,.•• \i✓ 7 \'• '` -.. E°� C ti \ \ : 26 PLASTIC WHITE EDGE UNE PER COE STD PLAN 720. SEE NOTE 1.
<br /> 5. : II...
<br /> { .:.• •:,,•/ F' ✓'• '\'• : ,+, + + + \`S• \ STA 53+76
<br /> in E 1290554.91 Q I T •I_. „- - - ,. :•-- -•,•- „ •"" ••:•k,.• / @'� I \ END 1.2 FT TAPER 27.2' RT CURB RAMP LENGTH (FEET) 27 INSTALL EXTRUDED CONC. CURB.
<br /> END INTEGRAL CURB - r-.- "!' i. \.• •• . •• • - + + + + \\ \ 28 CONSTRUCT CEMENT CONCRETE CURB RAMP TYPE PERPENDICULAR A,
<br /> •,® _ • * \ \ • ��\ / ( ) PER WSDOT STD. PLAN F-40.15-03 SEE DWG PD2.
<br /> E 1290554.29 Q O ,•' , ✓ \1ti•it• • • \\ � `h • \11 \\\ l \\ SEE DWG P N0. PDRAMP LENGTH FEET.
<br /> a END VALLEY CURB r ` k. •" \ ©`4-'•, �'. '•\ : •- t' t x�f•_ /G 't- �� ```` \ \\\ \\ 29 CONSTRUCT CEMENT CONCRETE CURB RAMP TYPE D PER COE STD
<br /> - R; r; i� +` \ O ,, . ``\ \ CURB RAMP LANDING LENGTH FEET
<br /> (WEST EDGE OF •--L 1'�_' R=10.0 -✓ .;. .. \.•.✓ \. \, >- •L + + + + �, .-V \\ \ n (FEET) PLAN 321.
<br /> = VALLEY CURB) „,--I
<br /> i+F ! :\ •.I• !�' ./:• `•`' -,\' ' \• ✓:. < \,kE+:, + + + ++ C`. f \`O `\\ SEE DWG. N0. PD2
<br /> TRANSITION FROM I , � •'- \ (-..�•••-\, • .•y!•::' •••• • • • 1 \�p � � .. sR� + +I�\+ \ •`\\ \ \`:�• `` \� \ 30 CONSTRUCT CEMENT CONCRETE CURB RAMP TYPE COMBINATION, PER
<br /> --i= - •\• \ i 7. + + + + +\. + \`\ \ \\ \. •'•\ \ WSDOT STD. PLAN F-40.14-03 SEE DWG PD2.
<br /> m VALLEY GUTTER TO < .N 342659:24, •• • - ;V " .� \\ \ SCALE
<br /> STANDARD CURB & 3 J-'A �! 1 E 1290593.73 ••i - \ !'}• ,,% ...+ + + + t + + .V4P \�`` \6 \\ �`,\
<br /> m
<br /> l' \ ,y•• •i . i. 'v \\ ,.„,,,,,,,,,,\ \\ ........... 31 PUD ACCESS GATE, SEE SHEET BSP5 FOR PUD CONCRETE ACCESS
<br /> GUTTER. CONTRACTOR Q END 10" INTEGRAL CURB �.-: ✓ \ ``ao .,Z,c + p + t + t + + t \` \``\ O
<br /> LU • 1•- __;�� �._•- C �, \ \y,\ DRIVE REQUIREMENTS.
<br /> Ft SHALL CONFIRM �- Ll BEGIN IPIIEGRALICURB TRANS�IO�i :\. :i ✓._• '• .• 'Fiix yy� + ` + + + + + + �\ \ \ \`r_,\20 0 20 40
<br /> THERE IS A POSRNE N T -h,,,1 ''ii: _fir• \„,r'••=/\"•. • )..�.A:. "+ + + +, SP"`+a+ + + � 5`, \\ ,`` \, \,r O PLASTIC WHITE DOTTED EXTENSION LINE PER COE STD PLAN 720.
<br /> 3 GRADE AND NO BIRD I • ' 11 •' 1••• ••J -1-K=2D•-• •'A P✓�' \ e s 7'1�' + + + ±° + + + i- `r , '\```\,cam\ ,o\ FEET 32
<br /> BATH" IS CREATED. J .a>,'----I•• • 1 \ _ �` Xs: • _ 1\ .�\` ;`'t \ y;t -\
<br /> w -•. # I. -.;1-. :.., + #��4 + +\ '� �• JyF". •.\ 33 RETAINING WALL
<br /> N 342668.13, c IT-•., •'' I' : "[ - o + -4?: \ + ...1-0 + + + + + p\
<br /> E 1290589.65 i J - L:.: \•, sus \ \ \\\� '•.\
<br /> + + + +''-'''- + + + + + + \ \ \ 34 DRIVEWAY APPROACH, SEE DETAIL DWG PD3.
<br /> BEGIN 6" INTEGRAL CURB I '- �s II - ,• 1 • +w�\ +-• + \•• ° + + + + + � y
<br /> END INTEGRAL CURB TRANSITION S :4 Tv ( •• ::f•• + t�,mot + "\•' •® . ,�gam. ,.k
<br /> + + +y,4+ \` `\ - ` ,1 '\\ 35 PLASTIC WHITE WIDE DOTTED LANE UNE PER COE STD PLAN 720.
<br /> © - _ 3,� 1 .�: -• • + t- r '\'• •` • �... . �. + + + -F +� + + ,,\` ,\\ `\ \\'.r;:\'•\\,\ SEE GENERAL NOTE 1-
<br /> e< } + �,;! °�� -. \ j•••• , + + + €+ + + A ``e,�; \\,\� ��' ' \\ \ .1E:r7 36 CONSTRUCT CEMENT CONTRETE CURB RAMP TYPE B, PER COE STD
<br /> - .m '• .• I, '' gyp+t 4 .,1x . + All/ + A 4 \ . .\ PLAN 319,
<br /> E I -••' `,: I. ��-=- 6A'\ + _ � , ' • •�.�-:\ ` �. `<r:a� "- -ls \ + • + + + �� "•:.;\` \,r \ -le `•\ e INSTALL "STOP" 3' DIAM. BY 2' WIDE LETTERING TYPE D-UQUID
<br /> •
<br /> •
<br /> �• t -- - „ I' •• Iu` M - s� '• '• Y..%\ •' �' >;�\ \ \/ .\\ i`\'` `':\ 0 REMOVE EXISTING LETTERING AND ADD TRAFFIC
<br /> li% 4N . ` y� •`�': ..,,,,,,\\ %\k,fs 6+ t + + + + �� ;\ LETTERING TYPE D-IIOUID COLD APPLIED METHYL
<br /> -r- _.--'-' • • :�L - -, + + + d+ • -• \ + t + t \ \ METHACRYLATE, AND RED PAINTED BACKGROUND OFFSET
<br /> ® ' I• .,I:= a++ + - ad'' 0 " ••'• ' ,„ +� + + + + + ,,� \ '-.rs -•\ `:�\\ 1' FROM EXISTING STOP BAR. MATCH EXISTING 'STOP'
<br /> • �� I ' }' d * / .�- .� \ STENCILING AND RED BACKGROUND TO THOSE ALREADY
<br /> a :_ __y- ,1 1•:• 1-.0. , I Ia + + t + a "' \ \� \f + ��'+ + + w+ I,\` 1 `•\�� INSTALLED ONSITE.
<br /> a I i• - .c + + + o ti x'! +ga t + 3' - • \ \ uJ • ... \
<br /> AlI
<br /> r- •. ::{ s c • 'I t E� + +�• + 0.4i.
<br /> •
<br /> '% r N:34256 - •A •� '� ..<S� + + �� \O `�,..\ ,\ -^,\ i '•\\\ 6
<br /> .s I6 Y 1 - -.1 •• :.1,-. + + + ± .. •:.��®•E:1290\803,r.4272.., :•<,° i 'ER..A.," + + + ` \ \ ` \.`,\ '"\t.`,`,•-\ \
<br /> I j°�' :.I i:` . I''. + + + + + + + + �\,s:..jX\ ''.•. fi`:;� ^: + + h + + it \ 12 \ \ 1311 NAVD88
<br /> 2.x MATCHLINE SEE SHEET PV2 SIGNAGE NOTES:
<br /> �oeEe.rs . PD3 FOR SIGN SCHEDULE. Know what's below. I
<br /> C811 before you dig.
<br /> e J\ 2/B./ ADDENDUM NO. 1 MS DS k •9C, Drawn By Date SCALE
<br /> Drawing PV 1
<br /> z/1a/n ADDENDUM N0. 2 KC DS , i/ �/ m MMC Date COMMUNITY TRANSIT
<br /> 3/7/17 CHANGE ORDER NO.1-RESPONSE TO CITY PERMIT COMMENTS MC DS P E RTE E b�r """^O O 7 - Destyned ey Ha:
<br /> 8/8/18 CHANNEUZATION CHANGE ORDER MC DS c©mmunrtytranslt__/ '' - 54923 h MM 10/14/19 t"=2o• SEAWAY TRANSIT CENTER �-
<br /> 7/22/19 RECORD DRAWING REVISIONS AY BC 2707COLBY AVENUE,SUITE 900 ._ ,fs,BISTE-G\% Checked By Vert PAVING, SIGNING & Sheet No.
<br /> °'-_ 6\ 9/23/19 ADDITIONPL - . _ -_--S MC '"I EVERETT,WA 98201 s;e,:t 3<' NAL E -
<br /> 0 H BC 10/14/19
<br /> 71
<br /> o No. Date Revision By Appr. 425.2527700 1800.615.9900 Approved BY Project Number C HA N N E LI ZATI 0 N PLAN � 34
<br /> i 0/1 r/�'j 20160067.001 �,
<br /> of Total
<br />
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