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SE 1 /4, NE 1 4 SEC 11 , T. 28 N•, R. 4 E., W.M. CONSTRUCTION NOTES:
<br /> MI Ol CONSTRUCT 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 /> • - .. - a ° ° ° PER LS SHEETS
<br /> • a • + + O CONSTRUCT 10" INTEGRAL CURB PER DETAIL DWG. PV3.
<br /> t r + -r t r r r 4 CONSTRUCT INTEGRAL CURB TRANSITION 10" TO 6" PER DETAIL
<br /> I `t saw I-1 I I=1 11= 11-III=1 I(- 0
<br /> > _ _ _�I I-III 1 I-III_ III_ i I -� + SHEET PV3 (OVER 10' LENGTH).
<br /> " III - --- III-' III 1 1 j-
<br /> CL 7 Imo
<br /> 1 -' 1-III-' ` II III- -4' HMA CL 1/2 IN PG 64-22 _ SO CONSTRUCT FLUSH CURB PER DETAIL DWG. PD1.
<br /> S" CEMENT CONC. CL 3000, (COMPACTED DEPTH) I-III-III-I I-I I-III
<br /> 10" PORTLAND SWIFT PLATFORM 6' THICK AND III-"1-III III- © INSTALL TYPED PLASTIC CROSSWALK PER C.O.E. STD. PLAN 721-
<br /> I- - _ I CEMENT CONC REINFORCED, SEE DWG. NO. BSP1 -6" CSBC 6"TOP SOIL
<br /> Ill I 4" CSTC 2" CSTC -6" GRAVEL BORROW TYPE A 0DETECTABLE WARNING SURFACE PER WSDOT STD. PLAN F-45.10-01
<br /> W BUS ZONE PAVING PEDESTRIAN CONCRETE PAVING HMA PAVING LANDSCAPING AND SWIFT BUS SHELTER PLATFORM DETAILS ON DWG- NO. BSP2.
<br /> = N.T S.
<br /> I (./) N.TS. N.T.S. O8 INSTALL SIDEWALK PER C.O.E. STD. PLAN 306.
<br /> 50+00 GENERAL NOTES: O9 CONSTRUCT CEMENT CONCRETE DRIVEWAY RAMP TYPE 1 PER C.O.E.
<br /> •
<br /> W 1. RPMS SHALL BE PLACED PER COE STD PLAN 719. STD PLAN 307.
<br /> - - 2. CHANNEUZATION ON SEAWAY BLVD WAS OBTAINED FROM 10 CONC. MOW STRIP PER DETAIL DWG PD4.
<br /> (�'� AERIAL IMAGE, NOT FROM FIELD SURVEY. FINAL
<br /> 5 �O AFTER TEMPOORARY SHALL
<br /> MATCH
<br /> CHANNEUZATION EXISTING REMOVED LIZATION 11 6' NON-METALLIC FENCE SEE DETAIL DWG PD4.
<br /> c N 342784.46, - SIGN LEGEND
<br /> 1
<br /> LL-I -E 1290573.55 12 20" CONCRETE SEAT WALL SEE DETAIL DWG PD4.
<br /> 3 IRRIGATIONSLEEVE NEW SIGN. PLACEMENT PRIOR TO
<br /> END CURB & GUTTER RELOCATED SIGN.
<br /> 7 I Z . •r .. .. ��'�,, �� PAVEMENTT INSTALLATION SEE LANDSCAPE PLANS FOR 13 RELOCATED STREET LUMINAIRE, SEE DWG ILi.
<br /> N 342790.97, O SLEEVE LOCATIONS
<br /> J E 8.15 ` 14 SEE SIGNAL PLANS SG1-SG4.
<br /> / BEGIN CURB & T 1+99
<br /> BEGIN WHITE LANE LINE (22.2' RT) Q REMOVE SIGN. 4. SEE ARCHITECTURAL, STRUCTURAL PLANS, AND SWIFT BRT
<br /> GUTTER REPLACE INKIND S BUS SHELTER PLANS FOR SHELTERS, WINDSCREENS, k.IV TRANSVERSE CONTRACTION JOINT PER DETAIL DWG. PD1.
<br /> (, 2 BEGIN YELLOW DOUBLE CENTERLINE (10.2' RT) O CURB RETURN SEE DWG PD3. BUILDING AND FOOTING.
<br /> I MATCH EXISTING
<br /> LANDSCAPE 0 16 CONSTRUCT VALLEY GUTTER PER DETAIL DWG. PD2.
<br /> Q - PEDESTRIAN BUFFER HAND HOLE (WSDOT TYPE 2 33"X22" 5. SEE STRUCTURAL PLANS FOR CIP WALL REQUIREMENTS.
<br /> C O ® 17 PROFILED PLASTIC WHITE LANE LINE PER COE STD PLAN 720. SEE
<br /> J-BOX) HAND HOLES SHALL BE UNED
<br /> I I G •`\```-- - R N\ UP WITH EXPANSION JOINTS AND 6. SEE BSP AND PD SHEETS FOR ADDITIONAL PAVING GENERAL NOTE 1-
<br /> / q .1 N CONC. SCORING. REQUIREMENTS AND DETAILS.
<br /> + - N 18 PLASTIC CENTERLINE PER COE STD PLAN 720 SEE GENERAL NOTE 1.
<br /> I I �' + + I .I 4 SJ.L' .\ 7. ALL PAVEMENT MARKINGS SHALL BE TYPE D METHL
<br /> I I 4-' 1 . I4 - I 1 �1 r---(D® '7 N\ METHACRYLATE (MMA) UNLESS OTHERWISE APPROVED BY 0. PLASTIC WHITE WIDE LANE UNE PER COE STD PLAN 720. SEE
<br /> i + _ I I_ °J, QI _ - \` 'Z--- \ Sr \ THE ENGINEER. GENERAL NOTE 1.
<br /> / + + Y-� 1T -1 r - Ta - \ CONSTRUCT 3'(8' & \
<br /> 1 + I 1 rri I o I ■ - 5'x8' BUS STOP PAD`. •S� `� 8. ALL SIGNS SHALL BE INSTALLED PER COE STD PLAN 716. 20 TYPE 2SL (LEFT) PLASTIC TRAFFIC ARROW PER WSDOT STD PLAN
<br /> 1 + - EC "-� �O I I \ M-24.40-02.
<br /> a i �� _ 4� ��� 4��� FOR FRONTAGE INFORMATION
<br /> T� ♦ •I L ,L� LEGEND
<br /> w• /, '`+� 43.O� `� SEE7FP1-FP2 BUS ZONE CONCRETE PAVING 21 M-24 40L 0(2 FT) PLASTIC TRAFFIC ARROW PER WSDOT STD. PLAN
<br /> ,�, + I � '' I ' f I !^� STA 53+37-62+50
<br /> AiL
<br /> + a- 1 .1 .:••,}�`-' ( `JV,•,�."\�I'D' ��+ �`````\``�`��� STA 53+38\ d O 24" PLASTIC STOP LINE PER COE STD PLAN 721.
<br /> + + I a I I �/. \• •..I ®J:-• •/:• \ �� + + BEGIN 1.2 FT TAPER (28.1' RT) �° PEDESTRIAN CONCRETE PAVING
<br /> o tot • + I O - T \• -.(E' f.< /.' \ �- + + lip
<br /> Y3 TYPE 3SR (RIGHT) PLASTIC TRAFFIC ARROW PER WSDOT STD. PLAN
<br /> ® �% \ �� STA 53+46
<br /> 4 1 + ' 1 \ A.• 1' `' -' / ' ( ) +t+t+ LANDSCAPINGTYPE 1S PLASTIC TRAFFIC ARROW PER WSDOT STD M-24-40-02.
<br /> 1 I,' .. •. \• / \ fS1- ♦ `�``\` AP YELLOW DOUBLE CENTERLINE 2.9' RT8 LANDSCAPE + I :.I< \ j�\: /.•, \. •Gas / .\ \ t 4'►•0► ' \ ;III HMA PAVING UMITS24PEDESTRIAN BUFFER _ -": 'Yp . . -.\ .C '/ �. ..\. �•q + + +�i `-- --+
<br /> o + '\ '•1' / •• "'9� \ ` \ O PLASTIC TRAFFIC LETTERS PER WSDOT STD PLAN M-80.10-01 AND
<br /> ' :-••R=57.0"t`• �,r `,(. j• •:\- •;7`� 7j- /,/5 + A ,9 \ EXPANSION JOINT M-80.30-00-
<br /> c I o I i1 �. ° • / •,••' +` \ I DETECTABLE WARNING SURFACE
<br /> N 342687.06, LC�� • -••\ �' ' \ • x�' , �, ti �� 26 PLASTIC WHITE EDGE LINE PER COE STD PLAN 720. SEE NOTE 1.
<br /> E 34268 4.91 Q _�'•: { ft•.:1• ..4 :..,y.:. ••e. {/ •\•.-- ' x . .,.15 _ ,,\ + +. �- �`b• STA 53+76 ,
<br /> I + I -• . �( \•'�' Yy� + + + + \ END 1.2 FT TAPER (27.2' RT) CURB RAMP LENGTH (FEET) 27 INSTALL EXTRUDED CONC. CURB.
<br /> c END INTEGRAL CURB 1 / /. • \• \ \:�, � \ \ SEE DWG. NO. PD2
<br /> s BEGIN CURB & GUTTER 1 P �.. \•:'7: a (E .,, + + -+ �`. \
<br /> �,, •;1', :::/`•' • ' ! �'. + \� \ \ ® CONSTRUCT CEMENT CONCRETE CURB RAMP TYPE PERPENDICULAR A,
<br /> N 342686.29, 1 + -A, • " / •\ \ /:' ` " % \ �• + + + + + CURB RAMP RARE RAMP LENGTH FEET,
<br /> E 1290554.29 '® 4 / (FEET), PER WSDOT STD- PLAN F-4-0.15-03 SEE DWG PD2-
<br /> 0 0 O 1. �.. \../ r: •\ : �..: ` 4�s t t t0 �t \�`` '•.,`o-\ .\ SEE DWG. N0. PD2
<br /> a END VALLEY CURB + h •`'•
<br /> \ 0`k-'•, ;\! ,�'•. '••1, Y 'i' ; ':n•r ,_ ��IIW�gj + +` �� \ 29 CONSTRUCT CEMENT CONCRETE CURB RAMP TYPE D PER COE STD
<br /> WEST EDGE OF J 1 -tR=10.0:• •.✓'�•• '�'' •• \'..•�••• \ ' ' r- �` +�+ + + �, + �`�`,�O SR \ pi CURB RAMP LANDING LENGTH (FEET) O
<br /> (VALLEY CURB) ,..,,-.1
<br /> 1 I- Ot i �C'- - :�'/ '.••. •••/„• - ., - • - + , \ I I SEE DWG. NO. PD2 PLAN 327.
<br /> • \ ' / .• :•, �\ k. \. /:. + o + �+ + + \ 0 \
<br /> TRANSITION FROM - + I, •..'• : -. 'f•,J.•••\ ,j%.;•• _'•'/.� :•.:• p �, ,• + + + + 0 \ 30 CONSTRUCT CEMENT CONCRETE CURB RAMP TYPE COMBINATION, PER
<br /> .N 342659:24 c• •\• • {�V ,1 .±",�" + + + + + - + \ O WSDOT STD. PLAN F-40.14-03 SEE DWG PD2.
<br /> m VALLEY GUTTER TO < �,
<br /> -- ° , �'% E 1290593.73 \ �'•. • ../.�• `+ + + + + + + \ SCALE
<br /> STANDARD CURB & "
<br /> GUTTER. CONTRACTOR Q I ,j END 10" INTEGRAL CURB \,..,'../ y-� ./_ `� �'jfi 'p �` \ ■ • ■ ■ ■ 31 PUD ACCESS GATE, SEE SHEET BSP5 FOR PUD CONCRETE ACCESS
<br /> r` . . ... Vi!/ 'o. s^ .o i \\\\ \ ■ ■ ■ ■ ■ DRIVE REQUIREMENTS.
<br /> SHALLCONFIRM BEGIN INTEGRAL CURB TRANSITION%:\. :.•j. ., : + + + + + + +
<br /> THERE IS A POSfTNE N y +I - 1 i., /\•:': • /.• >!4*y \ 20 0 20 40
<br /> •,;,, -fir \,•... j �.,,• x + + + + •.+ + + + \ FEET 32 PLASTIC WHITE DOTTED EXTENSION LINE PER COE STD PLAN 720.
<br /> A GRADE AND NO "BIRD ^(•-:,.: •1 r•.1 720•Q •'.A %• - •• + + `+ + + + + I+
<br /> BATH" IS CREATED. I I a- \:. �•j.�• y I\ \
<br /> A' I I I I f� •••t ' ) •• 1• ••/ • •� + + +\j \ 33 RETAINING WALL
<br /> N 342668.13, /�''.::' ',I 1T. ..I\ •• f c + _ ...� xy . ;.r, _+ ,� +: + + + + +` 1
<br /> 8 E 1290589.65 t. - 11--��� '• -'-r��` + + + + • _ + + t + + + O DRIVEWAY APPROACH, SEE DETAIL DWG PD3.
<br /> G BEGIN 6" INTEGRAL CURB , ;0s: = 7 :z + + + - `. Q °�\ T + + + + + + i
<br /> END INTEGRAL CURB TRANSITION i tiI • . + + + •. -./• ga + + + + \ 35 PLASTIC WHITE WIDE DOTTED LANE LINE PER COE STD PLAN 720.
<br /> o i
<br /> �._ cr I .•'•• - f \ SEE GENERAL NOTE 1.
<br /> �' •• ft O CONSTRUCT CEMENT CONTRETE CURB RAMP TYPE B, PER COE STD
<br /> A _ PLAN 319.
<br /> Y -- I r _ , s.o\ +T i.�. -�(. -4�: \ o.\ \ + _ • + + + �� \ \ ® INSTALL "STOP" 3' DIAM. BY 2' WIDE LETTERING TYPE D-LIQUID
<br /> o •- __. ram• 3.0'. ?O? \ •. IP"G + + + + ; \
<br /> \ 38 REMOVEEXISTINCAC TTERING AND ADD TRAFFIC
<br /> TC - - /::, • : 9 \� g LETTERING TYPE IQUID COLD APPLIED METHYL
<br /> .o + + +yd+ / 1h' + + + t \ METHACRYIATE, RED PAINTED BACKGROUND OFFSET
<br /> ..I L.
<br /> +d o� _•�:, •'•%\' \ �o{." + + + + + + 1f 1' FROM EXISTING STOP BAR. MATCH EXISTING 'STOP'
<br /> - O7 - 1 �i _�� - -•I•• + + + •9-r % • ,'y`•\ ///"'\ 'P,. -.} + + t + + + \\ STENCILING AND RED BACKGROUND TO THOSE ALREADY
<br /> m •r I I• Q• + + + + \. •�. \ ° 1+ + -.00 \ INSTALLED ONSITE.
<br /> s
<br /> ::".••:::::: ___
<br /> 1
<br /> T ` I, - . .1' �° -. + + +A' + �' ''i 4 e N 34. •• , •�•.� 0." \ #.,. + �� \` \ 6
<br /> ��, =•I..,,. + + + + !E:1290803.4272'% °\ -+ + t�+ � ` �
<br /> I • .•- + + + + + + + // . •:•\ \ + + + + + +t \ \2� 811 .1 All
<br /> x MATCHLINE SEE SHEET PV2lir
<br /> SIGNAGE NOTES:
<br /> 03EIR. PD3 FOR SIGN SCHEDULE. KDOWWhat'sbelow. I
<br /> E � �i
<br /> ;WA • y Call before you dig.
<br /> Drawn By Date SCALE COMMUNITY TRANSIT
<br /> /\ 2/8/17 ADDENDUM NO. 1 MS OS '� ;.,4
<br /> Drawing Na.
<br /> A 2/1 ADDENDUM No. 2 MC DS p E RT E E T 'e• PV 1
<br /> ezi 3/7/17 CHANGE ORDER NO./-RESPONSE TO COY PERMIT COMMENTS MC DS o���'�-•o , / MMC 10/14/1gtommunitytranslt '�' Designed By Ha= SEAWAY TRANSIT CENTER
<br /> 8/9/18 CHANNEUZATION CFIANGE ORDER 11C DS O s4923MM 10/14/1s ,-.,20.
<br /> b 7/22/19 RECORD DRAWING REVISIONS AY BC 2707 COLBY AVENUE,SUITE 900 _ `j'+EctstE'>\l Checked By Vert t `Sheet No.
<br /> Rio PAVING, SIGNING &
<br /> o EVERETT,00 18201 . HA EN APPrCaved 10/l4/19 Project-Number C HAN N E LI ZATI O N PLAN of Toro,
<br /> 6_ 6 9/23/19 ADDITIONAL BUS SHELTERS MC MM f 34
<br /> Y No. Date Revision BY A1Pr 425.252.77001800.615.9900 2olsooe7.00t
<br />
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