|
LT RT42541.7815 SE 1 /4, NE 1 /4 SEC 11 , T. 28 N•, R. 4 E., W.M.
<br /> '�'®'�' E:13290593.4649 \/ CONSTRUCTION NOTES:
<br /> MATC H LI N E S E E SHEET P V 1 000NSTRUCT 6" CEMENT CONC. CURB AND GUTTER TYPE A-1 PER
<br /> .. -Iwi • \ice-•• i •: ° + + + + + ' \ TA +4 C.O.E. STD. PLAN 305A.
<br /> 0� _ i .`.i
<br /> ''--= + + + + +r+.+�+ + + v\.::.••' Y ! , a \ Z ,$ + + + +• N20 �` BEGIN 0.7 FT TAPER (34.9' RT)
<br /> ^•^.: I I.S• .•: • '11 + + + + + + + + `•jam.•'1 / ! <\ 0 i • ►1+ + + ® STA 55+49 \ O CONSTRUCT 6" INTEGRAL CURB PER DETAIL DWG. PV3.
<br /> �:: Ali ..-. dr a
<br /> • r n I'•1 •I + + + + + + + /p • - • , LT \ i'( •• ! + -`+ • •••`- :s) PC CENTERLINE \
<br /> ,_•�•-�� °�' • �''• _• -• "):••• +° + + }O + i + 0�4 I+ d+l N:•, . •74• ••��!•.\• .l�c'► , C� 't + + Y \ \ O3 CONSTRUCT 10" INTEGRAL CURB PER DETAIL DWG. PV3.
<br /> I f ,n` •i' ° a •✓� • E:12907. 407 • • • \ ♦� •+. + + STA 55+81
<br /> ...T I I I I -I ,,j I '• 4 CONSTRUCT INTEGRAL CURB TRANSITION 10"TO 6" PER DETAIL
<br /> \ ••� •y-• •- + �\ END 0.7 FT TAPER (37.0' RT) O
<br /> �--� : p - 0 \ . • \ + + + END, HITE LANE LINE (24.3' RT) ( )•
<br /> :•-43_: ■ I' I ' S .-• .\©• i i\-- s SHEET PV3 OVER 10' LENGTH
<br /> r.-LT -RT i _ pAsi , ..11:-'. - \:. . `�
<br /> l- + + 43"13 •A Al '•\, \ ♦ + + �\ END •^NTERUNE (12.3' RT)
<br /> • t w. + + + +. G�TT•� \95 6 •A'.. \ \ t t + 1 ,\O R50.00' BAR S CONSTRUCT FLUSH CURB PER DETAIL DWG. PD1.
<br /> • , • • N 342541.6982 n S:� �'• •:• ♦ � • O
<br /> ... ° I• E l290647.4649' + , + + + + �� \ � �••''\ : •- �, \.- ♦ + + + + / \\ BO INSTALL TYPED PLASTIC CROSSWALK PER C.O.E. STD. PLAN 721.
<br /> ice:. •
<br /> -- I. . / �� 44, 0 i• • [e • ` \\ + + ) \\ . '
<br /> ° 'I-1I . -?'� + d_ / / •'/.• • + +� : y O DETECTABLE WARNING SURFACE PER WSDOT STD. PLAN F-45.10-01
<br /> + + + + + t . .-•~,j' + \\7.° ® i•' 15 2�\ AND SWIFT BUS SHELTER PLATFORM DETAILS ON DWG. NO. BSP2.
<br /> -.'2° .L_ O'.. INSTALL (4) REMOVABLE BOLLARDS or 'j K; tP•: ••%''!': \ i�° o \2 _ - \=a.,-e T 1. + + + \i ,r'(•,`: \ �+ + + + , 1 �\ -6� _ - - Q \ 8O INSTALL SIDEWALK PER C.O.E. STD. PLAN 306.
<br /> '. -I- -PER WSDOT STD. PLAN H-60.10-01• A \':
<br /> Q:+
<br /> „:.. •: I. ' t _ _ -- CEMENT CONCRETE DRIVEWAY RAMP TYPE i PER C.O.E.
<br /> + + r �. + �+ i ` 1 --- STD PLAN 307
<br /> '+ + !.'+ + a - i d' � \ 90 CONSTRUCT
<br /> -�N 342461.65, +- + + + + 1 .mil �.�: .N 342464.52, v \.� (4® +,. 41 �,. : R FRONTAGE INFORMS.•N \\
<br /> • 1290791.41 0 75TH ST SW 10 CONC. MOW STRIP PER DETAIL DWG PD4.
<br /> 1 : .fi.;j ' ' I E 1290593.28 _ o + + + .• .2. \ `
<br /> D m , NG SURFACE 3 ST 53+37-62+50
<br /> '• ;, .Q • . ND DOWELED CURB 1-• SITION e �f �*`, - �� '- `�• 1 _ .1 °_�i �• 1� • \ SEE -1-FP2. ir> 11 6' NON-METALLIC FENCE SEE DETAIL DWG PD4.
<br /> 0 t-' BEGIN 10" DOWELED CU'- +
<br /> ,�•I I + � Ma •����� l + + + + d�1S :�/ •` • _ ° '41 O ' ® •�• O 2p" CONCRETE SEAT WALL SEE DETAIL DWG PD4.
<br /> a_ _ - 1' BEGIN D WARNI'.G SURFACE ,�` .5�- + R=20,0' • '� • 'T''\/ ••i' 1°" ` s O
<br /> •
<br /> . I '.:�id .- `•.., j:p. + I ,'p•, + + itt r• i / \\ (2).6) 13 RELOCATED STREET LUMINAIRE, SEE DWG ILt.
<br /> © "
<br /> �__ m ° _ii KIS ."1- -' _ .��c + + �:�, -. "1:.. . _ _ • ,/ �. \ Sys,,
<br /> /.•:•'• ,�A..'•` 14 SEE SIGNAL PLANS SGt-SG4.
<br /> •
<br /> © • •.•�' ',. I 'AY"(Z, -.1 --..••j':• :I N 342470:53,. • .F: ,/•'.,,1.© I e' •`• •. • '� 13 TRANSVERSE CONTRACTION JOINT PER DETAIL DWG. PD1.
<br /> �� fin, . ;•" :••_-...I• • 1 E 1290870.52 r f -1" .\ O
<br /> Q}IL�- `� L .i ..�� I. "I'. - I ,I I ; j END DETECTABLE WARNING SURFACE-.j'...�j. 1,.• I 1,.+:';a \: i A
<br /> gl� - N 342462.59, - - ") "•"I- '" l: r• •.' :I��- ..I:/ �L�r \••i �. 18 CONSTRUCT VALLEY GUTTER PER DETAIL DWG. PD2.
<br /> • a .:T-••-1- •,*�_-'r. E- L---LT.-:RT; - - .:\. \
<br /> (,�.�,}!�Zgpl E 1290ss8.29 to - r-,,� .3__r -t •_^� : a� .. ,H r, .n r,�:.; . •
<br /> i 0 ••I. 1•••• END CEMENT CONC CURB TYP _ _ I "J,• •• N: 4 4• .:•1 • • •j_ :•'.j•:.,••:.:1.,,-..••:I •.��f• - JI•� `�•W-'` ''�T Y---• `' }� \ :�\ •,`L" 17 PROFILED PLASTIC WHITE LANE LINE PER COE STD PLAN 720. SEE: 1�•-. I. . .1 :'•
<br /> •
<br /> E:1290741.2391 ®® i 1�. \ \ O
<br /> _ BEGIN DOWELED CURB TRANSTIO l•• .•
<br /> - 1- '•'1 •• ' I '' '• VCJ'j'I �•\" o GENERAL NOTE 1.
<br /> BEGIN•DETECTABLE WARNING SURFACE t: .•1: - •.::I �- t•:• - ! k • :1......•(- .•. .i.,ffI ,•. '_'• I_ ••I •''�.•r;__I_'- -l-y \1 �•- ® • `� PLASTIC CENTERLINE PER COE STD PLAN 720 SEE GENERAL NOTE i.
<br /> r :. l-• r•) :.. •.... t I L RT.I I•: :I l. .-=-�#`T.. .I. to
<br /> t _,.I: :'j'.,I••' . 6 I'''::. '1:... ..,'I. •'.I f ..+: t .• •. N: 4 4• .:1 • •• • • ��• ."f? •-.; I ,1'•• ::I,'.•;`•:'.I..'.. •� •� ``� 19 PLASTIC WHITE WIDE LANE LINE PER COE STD PLAN 720. SEE
<br /> `� . I • 'I •I`• I 6. '• E:1290739.9,82®�® . ....r I N 342403.51,1 , . `i• •\ • • $ °e /' GENERAL NOTE 1.
<br /> N 342428.58. � �-=�.�= • .-�•-'- - - -� �� --� 'O� __ Q •\ ' -
<br /> E 1290553.19 . ••.T .:( :::�-° .: �..' 2.- .1,� -1'� J:t E ,290888.43 . -•^L:%_�L•�•__[-•--`"�, .�• � ' .. �� �`� .:
<br /> 1 '1\••'1 9 I•`'•I' '•� ® I.. ••••'d- :' ///� .END STRIPING - m
<br /> > A.P. VALLEY CURB , I: �: _ .- \.••,.::. Ty
<br /> I. '• '' }.. ':-: ''.•y' �' R=92,p' .•\ ® i;, � �® TYPE 2SL (LEFT) PLASTIC TRAFFIC ARROW PER WSDOT STD PLAN
<br /> (WEST EDGE �. ) 1,.•._I...k •. . I .�.. '..'� -.1�.7 .L. .-___ .. '1 :_` Imo. •.I-. .L\.\ ,•..:{; •: .. :•,,.:.'•. \ __ ,, M-24.40-02.
<br /> d 1 (\. I I
<br /> A OF VALLEY CURB) �o� - •, lea'
<br /> •�. .� \ 21 TYPE 3SL (LEFT) PLASTIC TRAFFIC ARROW PER WSDOT STD. PLAN
<br /> • • e-� 1=`�, `,m �� . , ,..,-A �ni,'.1 N. LLI M-24.40-02.
<br /> J INSTALL TWO ROWS , • �7 :T ` • + �i . � - ", = �j g ` - � w� , • 1 \ `' 24" PLASTIC STOP LINE PER COE STD PLAN 721.
<br /> TYPE 2 RED RPMS. ; ' ' ® �`•: �1�®!�llQ� �d�: \+ \ MO
<br /> N 342417.77, "w',- \
<br /> �` ® E 1290610.84 0a _O:, °•` 7' r / N/ N \ me TYPE 3SR (RIGHT) PLASTIC TRAFFIC ARROW PER WSDOT STD. PLAN
<br /> a; •
<br /> • �� -N 342414.48, GIN- -+- AND GUTTER / mm , \ M-24.40-02.
<br /> I 1 4S I P.T. STRIPING N 342407.55, ��,- _ _ V,� \ \
<br /> L'�O© R=35.0' STA 0+85 ,' �O E 1290821.37 E 1290857.1 / STA 56+75
<br /> 0 1 i P.C. STRIPING 1 TYPE 1S PLASTIC TRAFFIC ARROW PER WSDOT STD M-24.40-02.
<br /> 1 BEGIN CIP WALL i ---_ e) P.T. STRIPING ,Ly 24
<br /> g ` I 1� I ��_-- --_\\ BEGIN WHITE LANE LINE (24.0' RT & 12.0' LT) O
<br /> A 342372.28, ©42389.43, i��� - - - /BEGIN CENTERLINE (12.0' RT) N wO PLASTIC TRAFFIC LETTERS PER WSDOT STD PLAN M-80.10-01 AND
<br /> BEGIN WHITE WIDE LANE LINE (CL)-' (n M-80.30-00.
<br /> m E 1290564.62 E 1290568.27 `\ / STOP BAR
<br /> y BEGIN VALLEY CURB w BEGIN P.C. STRIPING z- STA 56+21.18 ' •'. // �w 28 PLASTIC WHITE EDGE UNE PER COE STD PLAN 720. SEE NOTE 1.
<br /> 2 (WEST EDGE OF /
<br /> _ VALLEY CURB) LLJ �� (59.5' RT) \ , STA 3+35 z 27 INSTALL EXTRUDED CONC. CURB.
<br /> g 5 (f) I / STA 56+21.06 \ / GND CIP WALL
<br /> ❑ e
<br /> END FENCE J 28 CONSTRUCT CEMENT CONCRETE CURB RAMP TYPE PERPENDICULAR A,
<br /> I CO > \� - ?.. ,._. // (65.1' RT) - \\ // CHANNELIZATION = PER WSDOT STD. PLAN F-40.15-03 SEE DWG PD2.
<br /> (ISSTA 56+13.82
<br /> /
<br /> m I } z \ �� / (97.4' RT) \ / SYMBOL UO CONSTRUCT CEMENT CONCRETE CURB RAMP TYPE D PER COE STD
<br /> N 3 \ / R56' ' \\ SCHEDULE
<br /> m' I -� LLI \\ / • \ QO CONSTRUCT CEMENT CONCRETE CURB RAMP TYPE COMBINATION, PER
<br /> W \ " / / WSDOT STD. PLAN F-40.14-03 SEE DWG PD2.
<br /> III N \ ,1 7SYMBOL STATION OFFSET /
<br /> U =
<br /> v \ J 31 A PUD ACCESS GATE, SEE SHEET BSPS FOR PUD CONCRETE ACCESS
<br /> Cr) \ \/ 1 / DRIVE REQUIREMENTS.
<br /> w \\ I STA 56+07.14 1 // 32 PLASTIC WHITE DOTTED EXTENSION LINE PER COE STD PLAN 720.
<br /> \ (111.8' RT) R71' Ii ,'GENERAL NOTES: • C> RETAINING WALL
<br /> o I4) I / 1. RPMS SHALL BE PLACED PER COE STD PLAN 719. SIGNAGE NOTES:
<br /> v 'LEGEND I , 2. CHANNEUZATION ON SEAWAY BLVD WAS OBTAINED FROM 1. SEE PD3 FOR SIGN SCHEDULE. O DRIVEWAY APPROACH, SEE DETAIL DWG PD3.
<br /> ° BUS ZONE CONCRETE PAVING I // AERIAL IMAGE, NOT FROM FIELD SURVEY. FINAL O PLASTIC WHITE WIDE DOTTED LANE LINE PER COE STD PLAN 720.
<br /> " CHANNEUZATION SHALL MATCH EXISTING CHANNELIZATION SEE GENERAL NOTE 1.
<br /> I STA 56+33.39 I // AFTER TEMPORARY CHANNELIZATION IS REMOVED.
<br /> da PEDESTRIAN CONCRETE PAVING I -- (65.2' RT) I/ O CONSTRUCT CEMENT CONTRETE CURB RAMP TYPE 0, PER COE STD
<br /> ^ \----- - r 3. COORDINATE IRRIGATION SLEEVE PLACEMENT PRIOR TO PLAN 319.
<br /> o + + \ STA 56+33.79 / PAVEMENT INSTALLATION SEE LANDSCAPE PLANS FOR
<br /> ❑ + + + LANDSCAPING \ STA 56+16.29 STA 56+23.16 (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) (105.7 RT) / 4. SEE ARCHITECTURAL, STRUCTURAL PLANS, AND SWIFT BRT
<br /> / Q NEW SIGN. 38 REMOVE EXISTING LETTERING AND ADD TRAFFIC
<br /> \ / BUS SHELTER PLANS FOR SHELTERS, WINDSCREENS, LETTERING TYPE D-LIQUID COLD APPLIED METHYL
<br /> h EXPANSION JOINT \ BUILDING AND FOOTING.
<br /> \ / CD RELOCATED SIGN. METHACRYLATE, AND RED PAINTED BACKGROUND OFFSET
<br /> m I I DETECTABLE WARNING SURFACE \ / i' FROM EXISTING STOP BAR. MATCH EXISTING 'STOP'
<br /> / 5. SEE STRUCTURAL PLANS FOR CIP WALL REQUIREMENTS. REMOVE SIGN. STENCILING AND RED BACKGROUND TO THOSE ALREADY
<br /> ® CURB RAMP LENGTH (FEET) \� NI'` /' / 6. SEE BSP AND PD SHEETS FOR ADDITIONAL PAVING '0'
<br /> CURB RETURN SEE DWG PD3. INSTALLED ONSITE.
<br /> SEE DWG. NO. PD2 ' REQUIREMENTS AND DETAILS.
<br /> ® CURB RAMP FLARE/RAMP LENGTH (FEET), // 7. ALL PAVEMENT MARKINGS SHALL BE TYPE D METHL
<br /> HAND HOLE (WSDOT TYPE 2 33"X22" e
<br /> o SEE DWG. NO. PD2 SCALE \ 'N i UP WITH EXPANSION JOINTS AND I -NAVD88
<br /> i' METHACRYLATE (MMA) UNLESS OTHERWISE APPROVED BY J-BOX HAND HOLES SHALL BE LINED °
<br /> I�I CURB RAMP LANDING LENGTH (FEET) " THE ENGINEER. CONC. SCORING.
<br /> x I I SEE DWG. NO. PD2 wi i i i�� ,
<br /> _ - 8. ALL SIGNS SHALL BE INSTALLED PER COE STD PLAN 716.
<br /> 20 0 FEET 20 40oBER T Know what's below. I
<br /> � i, CaII before you dig.
<br /> E • COMMUNITY TRANSIT Drawing No.
<br /> E A 2/8/17 ADDENDUM NO. 1 MS DS m Drawn By Date SCALE
<br /> 3/7/17 CHANGE ORDER NO.1-RESPONSE TO CITY PERMIT COMMENTS MC DS P E RT E E T 0 I/ m MMC 10/14/19
<br /> 0 8/8/18 CHANNELIZATION CHANGE ORDER MC DS o�- ---o o P v 2
<br /> �' 'y Designed By Horn SEAWAY TRANSIT CENTER
<br /> 7/22/18 RECORD DRAWING REVISIONS AY BC communitytranslt ,/ 9 54923 MM 10/14/19 1•-20'
<br /> 0 6 9/23/19 ADDITIONAL BUS SHELTERS MC MM 2707 COLBY AVENUE,SUITE 900 �� q'P'9Fe15ncR-y Checked ByVert Sheet No.
<br /> EVERETT,WA98201 /ONgf ENS' BC 10/14/1g - PAVING, SIGNING & „_
<br /> 35
<br /> O425.252.7700 1800.615.9900 Approved By Project Number CHANNELIZATION P LA N 71
<br /> No. Date Revision By APPr, 20160067.001 of Total
<br />
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