|
LT RT
<br /> 1ti•®� E:129O593.4649 SE 1/4, NE 1 /4 SEC 11 , T. 28 N., R. 4 E., W.M. CONSTRUCTION NOTES:
<br /> MATC H LI NE SEE SHEET PV 1 O CONSTRUCT 6" CEMENT CONC. CURB AND GUTTER TYPE A-1 PER
<br /> � ^�'� STA 55+42 C.O.E. S . PLAN 305A.
<br /> imago - --- --�� - + + + + +h+ + + + 'Y' / �a \ 4. + + + +' \20 ® -BEGIN 0.7 FT TAPER (34.9' RT)
<br /> I ( + + + + +I + + + tt STA 55+49 2 CONSTRUCT 6" INTEGRAL CURB PER DETAIL DWG. PV3.
<br /> • ^. ..',I®•..^ .. 1 + + t t + + + + i0 '` �� �.�' / \� 0��i �• `� +++ -�+ to
<br /> i� PC CENTERLINE \ O.� limn
<br /> � + + + + + + + '. .. LT . RT:r- ' - ' i sk _S �• '1 '�I�'•a - •-•1 . , ' I � I l a I \_,.,-
<br /> ,p`.• .• • 4•••74 --�. . ``. + + + + Y .\ \ O CONSTRUCT 10" INTEGRAL CURB PER DETAIL DWG- PV3.
<br /> 1 4 •v E:129075' 407 elDe' •' + + + \ ST +:1
<br /> �� 4 CONSTRUCT INTEGRAL CURB TRANSITION 10" TO 6" PER DETAIL
<br /> ~ ��, I I I 1 I dl' I �� "•. \ • // �\ END 0.7 FT TAPER (37.0' RT) O
<br /> .'�-.':J7.' �� f' •••�' �•� �.• I 0� ••�. .- . + + + EN•, HITS LANE LINE (24.3' RT) ( )
<br /> 1 •• y \© �� ,• SHEET PV3 OVER 10' LENGTH).
<br /> =LT-j-RT_ �;'__�••- - • a + + '� ef,�,4 5 ,�1 . f j /.. \� \\ 1♦i + + END ':HITTE L NE UNE RT)
<br /> 4�i? �N: a 41..•: + + + + +. y,� \9 r \ I + + + \ 11,R50.00' BAR 3 CONSTRUCT FLUSH CURB PER DETAIL DWG. PD1.
<br /> a I cY%®••�`4•'E:1290647.4649'. ` + + + + + + ` \� •-• + + + +- � \;� � • \ O
<br /> Gf� \• _ , _ \ O INSTALL TYPED PLASTIC CROSSWALK PER C.O.E. STD. PLAN 721.
<br /> -1---'' __ 1^7"�" S+ + ® o_ \� ��'• ✓. �•-/.{ 0 10
<br /> ` \ + + \. . \ O7 DETECTABLE WARNING SURFACE PER WSDOT STD. PLAN F-45.70-01
<br /> 11
<br /> '(' •1•. + + T + + \ ..�^ ;• /• ....It:
<br /> 4111‘ 2• t
<br /> -••� ' --PER WSDOT STD. PLAN H-60.10-01• A + + + • . ',r ,:• \ : '+ + + + • `' \ - \ pe INSTALL SIDEWALK PER C.O.E. STD. PLAN 306.
<br /> • ID- -I• �y : : + + + - - W� + + d '+ + i• • ' • A',•• ' "'�' \\ i + + �• + _ -__---------------
<br /> 0 \ O CONSTRUCT CEMENT CONCRETE DRIVEWAY RAMP TYPE 1 PER C.O.E.
<br /> .•�; .T/ •: - f i.• .9 \..• s..•.. t:� .-\ c- , \ STD PLAN 307-
<br /> �' •.1•••. .::I - + + +T ,+^+ + + .. 1 _ `yam + + O. .•R FRONTAGE INFO-. N \
<br /> --IN 342461.65, + + + + A-I -�� .N 342484.5 , \' . (2)(1) + ° \
<br /> � !1� - - - 7290791.41 \ 0 75TH Si SW \ 10 CONC. MOW STRIP PER DETAIL DWG PD4.
<br /> ��ii// : G SURFACE ♦' - Si 53+37-62+50 it 6' NON-METALLIC FENCE SEE DETAIL DWG PD4.
<br /> i • I E 1290593.28 • o + + +- • •>,r \
<br /> ®' ND DOWELED CURB T'• SITION ej, �',.'` 1 1 i �� 1/ \ SEE •1-FP2.
<br /> BEGIN 1 0"DET DOWELED CU': d s' •��� 1 �. O
<br /> © (BEGIN DET - WARN( G SURFACE
<br /> ` f IRO
<br /> +- -f ` ' " T `, i' ""' S \•.� 12 20" CONCRETE SEAT WALL SEE DETAIL DWG PD4.
<br /> �`� I ® A Gl �JrJ -I�I(ct I•`• + 1 ,�... 2 + + + • " •••
<br /> '(••
<br /> • 1 ♦ \\ (2)® • 0. RELOCATED STREET LUMINAIRE, SEE DWG IU.
<br /> ---'---^--- - - -- + SEE SIGNAL PLANS SG7- G4.
<br /> r - 2s.o :• - �_ 1. ,\ s
<br /> : T^
<br /> Tj
<br /> 1 -.Q{D '-•• AY'tj, •.I . .I `• N 342470.53.. .k ,/:••,f. ( -�;'C ' \ s 13 TRANSVERSE CONTRACTION JOINT PER DETAIL DWG. PDi.
<br /> ' �� :1 ` 1. ' - --I• I:• I f., E 1290870.52 j:... •. '.1•• ••\;�..\• • i�.\ �\ O
<br /> ���... I•• I _ la :1 ` END DETECTABLE WARNING SURFACE.• �. ( ' ';.
<br /> I N 342462.59, 1 •"-'•I' 1. • 4•-• :���• -• .'�•' •.Lam' �'• ,� 16 CONSTRUCT VALLEY GUTTER PER DETAIL DWG. PD2.
<br /> ✓' I a T- "r'.T17`--• .: •:r"r .-.-=--LT•-:RTC ..\• \- .
<br /> E 1290568.29 0 .T':•' r-.,��=-T'?-"I .�� - a •
<br /> I 0 •• 1 END CEMENT CONC CURB TYP c I •
<br /> •J.. '; : 4 4. .••1 . • ; •- . •-•-• I• •/ »rN.CU �•r� �' '• \ti ' PROFILED PLASTIC WHITE LANE LINE PER COE STD PLAN 720. SEE
<br /> '- BEGIN DOWELED CURB TRANSRIO • •1-�-. I. _•; •(•:•.• •; V• I. •• E:1290741.2391 Cpi i f- -- I -• ~ (:, \ '� K� ``\ GENERAL NOTE 1.
<br /> BEGIN DETECTABLE WARNING SURF:CE I I. = (':' • • k • I ,
<br /> L (. ,:.4 •: •�• LT::••RT•.I;- . •�I.: Imo ;I • „•�•- =. - �' I ':'?\�/ �,`' ;� � � 18 PLASTIC CENTERLINE PER COE STD PLAN 720 SEE GENERAL NOTE 1
<br /> I: . •
<br /> :.L• I•::' (.., K L,...,•1:..• •.:;I ': -..J `. .-••C •• N: 44• ..1'• I -.. ( I :.-- -I: •` I -. :I•' \• ::t-..:•.;..� .:. .;C ,- - •: q-
<br /> . 1 1 •1••••'_•1 .:.I- & I. ' Mir•• E1290739.91. 4 • • �� •\ �\-: ``\4� 19 PLASTIC WHITE WIDE LANE LINE PER COE STD PLAN 720. SEE
<br /> N 342428.58,' '' -='••IL-�. . . --.:- _ _ '_I_' a-_ _•f �• ®® ,i: O I N 342403..43 ..:.:.' �• ••' ' .S N.sr GENERAL NOTE 1.
<br /> E 1290553.19 \'.. T• •.:L-- 1 ... .:- •L'_,�r.•'��_�;--1.� -1' _'C,(����.,\1� E 1290888.43 . .\ ..• �-^:' . .��' ,`�� �;��
<br /> 1 I:\\••.I I•`' I• r• - ,` �I•. �.•..•.{ :- / ! .END STRIPING - -L•__\ ..�,__f: ". C....;: "� '�
<br /> a AP. VALLEY CURB 1 ( \\ I: - (. •.-( • a _ L '•. '•.y' 1• R=920' ..' ® fig TYPE 2SL (LEFT) PLASTIC TRAFFIC ARROW PER WSDOT STD PLAN
<br /> } 1 ��___�1 F I f fl.. • 7 :. .: ^I' l' I'�' 1: .:.• 0 (.' M-24.40-02-
<br /> A OF VALLEY CURB) \ Z-' '• •:I I�r 1. •• .: - - \ \ 21 TYPE 3SL (LEFT) PLASTIC TRAFFIC ARROW PER WSDOT STD. PLAN
<br /> ° I I 11 2•/' ireattlpin_v mpg r7 � . a� � LJ_I M-24.40-02.
<br /> INSTALL TWO ROWS • /� + ' ��� • ���� �`�'•'�_ j�=� �� E ��l�l� ���� ��� , \+ \ `` =O 24" PLASTIC STOP LINE PER COE STD PLAN 721.
<br /> TYPE 2 RED RPMS. 1 �' N 342417.77, ® �` _ F � `t' TYPE 3SR (RIGHT) PLASTIC TRAFFICARROW PER WSDOT
<br /> a 1 ' di • ir■ Illy.+�
<br /> E 1290610-84 ,- Q f<MiLt•f/ / \ . , me LA C 0 E SDO STD. PLAN
<br /> I i S I ® RT. STRIPING �% -N 342414.48, N 342407.55, O'€CIN CU-: AND GUTTER / - �� \ M-24.40-02.
<br /> i - '' 4010430 R=35.0. STA 0+85 .- �O E 1290821.37 E 1290857.1 �//- - TA .+7 \ \
<br /> P.0 STRIPING BEGIN WHITE tIINE (24.0' RT & 120 LT TYPE 1S PLASTIC TRAFFIC ARROW PER WSDOT STD M-24.40-02.
<br /> �� e- © I BEGIN CIP WALL _--•--_ P.T. STRIPINGGIN CENTERLINE p "LL.I 24
<br /> - LANE,
<br /> c 4 � , , .- :--,- - (12. RT C LETTERS PER WSDOT STD PLAN M-80.10-01 AND
<br /> /8E R E ) PLASTIC TRAFFIC
<br /> , N 342372.28, N 342389.43, 1 '�� � - - BEGIN WHITE WIDE LANE LINE (CL)" �NO M-80.30-00.
<br /> E 1290564.62 - _E 1290568.27 `, • / STOP &4R
<br /> ti BEGIN VALLEY CURB W. BEGIN P.C. STRIPING i /
<br /> (WEST EDGE OF i STA 56+21.18 �� / LL.I 28 PLASTIC WHITE EDGE LINE PER COE STD PLAN 720. SEE NOTE 1.
<br /> o_ VALLEY CURB) Li_( I " ,;- / (59.5' RT) \\ // STA 3+35 Z 27 INSTALL EXTRUDED CONC. CURB.
<br /> ..L I / - IND CIP WALL
<br /> (f) V I / STA 56+21.06 - \ END FENCE 28 CONSTRUCT CEMENT CONCRETE CURB RAMP TYPE PERPENDICULAR A,
<br /> o m > // (65.1' RT) '\ // CHANNELIZATION =O PER WSDOT STD. PLAN F-40.15-03 SEE DWG PD2.
<br /> Ll lifti@) \
<br /> d • / STA 56+13.82- \ ' SYMBOL VO CONSTRUCT CEMENT CONCRETE CURB RAMP TYPE D PER COE STD
<br /> v Q z �\\ ,/ (97.4' RT) \ / I- PLAN 321.
<br /> I -� w , - - R56' ' \\ SCHEDULE Q
<br /> O CONSTRUCT CEMENT CONCRETE CURB RAMP TYPE COMBINATION, PER
<br /> I` I w \•\ �\ -- ,\ SYMBOL STATION OFFSET/ % M WSDOT STD. PLAN F-40.14-03 SEE DWG PD2.
<br /> a II U = •
<br /> �� �,�\� � 1 /' 31 PUD ACCESS GATE, SEE SHEET BSP5 FOR PUD CONCRETE ACCESS
<br /> (�') \ \ 1 1 / DRIVE REQUIREMENTS.
<br /> CQC \ I _ ,1 i 56+84 6.0' RT I
<br /> L �� 1 STA 56+07.14 -- I1 /
<br /> // 0' PLASTIC WHITE DOTTED EXTENSION LINE PER COE STD PLAN 720.
<br /> s I• (111.8' RT) R71' /i , GENERAL NOTES: I O RETAINING WALL
<br /> LEGEND II
<br /> 1 // 1. RPMS SHALL BE PLACED PER COE STD PLAN 719. SIGNAGE NOTES: O DRIVEWAY APPROACH, SEE DETAIL DWG PD3.
<br /> y _ I / 2. CHANNELIZATION ON SEAWAY BLVD WAS OBTAINED FROM 1• SEE PD3 FOR SIGN SCHEDULE.
<br /> BUS ZONE CONCRETE PAVING I I / AERIAL IMAGE, NOT FROM FIELD SURVEY. FINAL O PLASTIC WHITE WIDE DOTTED LANE LINE PER COE STD PLAN 720.
<br /> I I / CHANNELIZATION 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 1 - (65.2' RT) I/ 36 CONSTRUCT CEMENT CONTRETE CURB RAMP TYPE B, PER COE STD
<br /> 'E \ - Y 3. COORDINATE IRRIGATION SLEEVE PLACEMENT PRIOR TO PLAN 319.
<br /> o + + \ STA 56+33.79 / PAVEMENT INSTALLATION SEE LANDSCAPE PLANS FOR
<br /> ,+ + 4 LANDSCAPING \ STA 56+16.29 STA 56+23.16 (59.2' RT) SLEEVE LOCATIONS. SIGN LEGEND ® INSTALL "STOP" 3' DAM. BY 2' WIDE LETTERING TYPE D-LIQUID
<br /> o -. HMA PAVING LIMITS \ (119.8' RT) (105.7' PT) // 4. SEE ARCHITECTURAL STRUCTURAL PLANS, AND SWIFT BRT © NEW SIGN. 38 REMOVE EXISTING'LETTERING AND ADD TRAFFIC
<br /> --.:-_
<br /> \ / BUS SHELTER PLANS FOR SHELTERS, WINDSCREENS.
<br /> 1 EXPANSION JOINT \ BUILDING AND FOOTING. LETTERING TYPE 0-LIQUID COLDINTAPPLIEDACG METHYL
<br /> ND
<br /> \ / ----
<br /> .0),.O RELOCATED SIGN. METHACRYLATE, AND RED PAINTED BACKGROUND OFFSET
<br /> . rz,,,,,;•-:a:1 DETECTABLE WARNING SURFACE \ // REMOVE SIGN. 1' FROM EXISTING STOP BAR. MATCH EXISTING 'STOP'
<br /> \ / 5. SEE STRUCTURAL PLANS FOR CIP WALL REQUIREMENTS. STENCILING AND RED BACKGROUND TO THOSE ALREADY
<br /> CURB RAMP LENGTH (FEET) \ ?N / 6. SEE BSP AND PD SHEETS FOR ADDITIONAL PAVING INSTALLED ONSITE.
<br /> Al
<br /> F \ / CURB RETURN SEE DWG PD3. __ ♦ ,
<br /> SEE DWG. NO. PD2 \ REQUIREMENTS AND DETAILS.
<br /> CURB RAMP FLARE/RAMP LENGTH (FEET), NN i/ 7. ALL PAVEMENT MARKINGS SHALL BE TYPED METHL
<br /> E SEE DWG. NO. PD2 �� ® JABOX) HAND WHOLES nSHALL BE"LINED e
<br /> SCALE METHACRYLATE (MMA) UNLESS OTHERWISE APPROVED BY UP WITH EXPANSION JOINTS AND EllSi
<br /> 1�1 CURB RAMP LANDING LENGTH (FEET) THE ENGINEER. CONC. SCORING.
<br /> I I SEE DWG. NO. PD2 ••••• • • 1 o NAVD
<br /> • • • • - 8. ALL SIGNS SHALL BE INSTALLED PER COE STD PLAN 716. IF
<br /> 17 3 20 0 20 40 _------
<br /> FEET BER T Know what's below.li I
<br /> E � r,9 Call before you dig.
<br /> /\ 2/8/17 ADDENDUM NO. 1 MS DS -N-� G' Drawing No.
<br /> 3p/11 CHANCE ORDER NO.1-RESPONSE TO Cr1Y PERMIT COMMENTS MC DS g 'm Drawn By Date SCALE COMMUNITY TRANSIT
<br /> MMC 10/14/19
<br /> 8/8/15 CHANNELIZATION CHANGE ORDER MC DS J P E RT E E T �----� •
<br /> o . � , /6. Designed By Na= PV2
<br /> 7/12/iS RECORD DRAWING REVISIONS AY BC communitytranslt - 454923 • MM 10/14/19 1-_20 SEAWAY TRANSIT CENTER
<br /> 6 9/23/19 ADDITIONAL BUS SHE_-_-: MC MM 2707COLBYAVENUE,SUITE 900 _- '• f'lsic%\'`' Checked By Vert Sheet No.
<br /> a EVERETT,WA98201 sS/ONAL [Nk' BC 10/14/19 - PAVING, SIGNING & - 35
<br /> O No. Date Revision 71
<br /> 425.252.7700 1800.615.9900 APP 'ed�• Project Number CHANNELIZATION P LAN of Total
<br /> By Aber. 20160067.001
<br />
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