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SE 1 /4, NE 1 /4 SEC 11 , T. 28 N., R. 4 E., W.M. CONSTRUCTION NOTES:
<br /> 0 CONSTRUCT 6" CEMENT CONC. CURB AND GUTTER TYPE A-1 PER
<br /> C.O.E. STD. PLAN 305A.
<br /> • 2" MULCH AND O CONSTRUCT 6" INTEGRAL CURB PER DETAIL DWG. PV3.
<br /> - PLANTING
<br /> PER LS SHEETS
<br /> I d° ° a • + + O CONSTRUCT 10" INTEGRAL CURB PER DETAIL DWG. PV3.
<br /> d- y 1 .\ �� I_ - t - - - - - .- -- - -- 4O CONSTRUCT INTEGRAL CURB TRANSITION 10" TO 6" PER DETAIL
<br /> �- I III- II 1' 1 I 1 1 1- I�T'I I I II I I t SHEET PV3 (OVER 10' LENGTH).
<br /> ' 111
<br /> 111- 111 III- -4" HMA CL 1/2 IN PG 64-22 _ OS CONSTRUCT FLUSH CURB PER DETAIL DWG. P01.
<br /> i 4" CEMENT CONC. CL 3000, (COMPACTED DEPTH) 1-I I II 1 I-I1-I 11-1
<br /> y' 10" PORTLAND SWIFT PLATFORM 6" THICK ANDI 'I- II I III- .III - 8 INSTALL TYPE D PLASTIC CROSSWALK PER C.O.E. STD. PLAN 721.
<br /> I- ‘� , CEMENT CONC REINFORCED, SEE DWG. N0. BSP7 -6" CSBC 6" TOP SOIL O
<br /> LLJ 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. N.T,S. N.T.S. 8O INSTALL SIDEWALK PER C.O.E. STD. PLAN 306.
<br /> \ \5r0+00 GENERAL NOTES: 0 CONSTRUCT CEMENT CONCRETE DRIVEWAY RAMP TYPE 1 PER C.O.E.
<br /> W _ 1. RPMS SHALL BE PLACED PER COE STD PLAN 719. STD PLAN 307.
<br /> - - 2. CHANNELIZATION ON SEAWAY BLVD WAS OBTAINED FROM 10 CONC. MOW STRIP PER DETAIL DWG PD4.
<br /> - (f•)-_ AERIAL IMAGE, NOT FROM FIELD SURVEY. FINAL
<br /> 51 00 AFTER LAMPOON TEMPORARY MATCH IXI Ti REMOVED.
<br /> 11 6' NON-METALLIC FENCE SEE DETAIL DWG PD4.
<br /> N 342784.46, SIGN LEGEND 12 20" CONCRETE SEAT WALL SEE DETAIL DWG PD4.
<br /> LLJ -E 1290573.55
<br /> I END CURB & GUTTER Q NEW SIGN. 3. COORDINATE IRRIGATION SLEEVE PLACEMENT PRIOR TO O
<br /> Z PAVEMENT INSTALLATION SEE LANDSCAPE PLANS FOR 13 RELOCATED STREET LUMINAIRE, SEE DWG ILI.
<br /> / N 342790.97, \ RELOCATED SIGN. SLEEVE LOCATIONS.
<br /> E 8.15 TA 1+ © 14 SEE SIGNAL PLANS SG1-SG4.
<br /> / BEGIN CURB & I R 7 REMOVE SIGN. 4. SEE ARCHITECTURAL, STRUCTURAL PLANS, AND SWIFT BRT
<br /> / S2 BEGIN WHITE LANE LINE (22.2' IN I BUS SHELTER PLANS FOR SHELTERS, WINDSCREENS, 15 TRANSVERSE CONTRACTION JOINT PER DETAIL DWG. PD1.
<br /> GUTTER REPLACE INKIND
<br /> BEGIN YELLOW DOUBLE CENTERLINE(10.2' RT)
<br /> MATCH EXISTING O CURB RETURN SEE DWG PD3.
<br /> I I- - LANDSCAPE 0 \ BUILDING AND FOOTING. 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 /> Q \ ® 17 PROFILED PLASTIC WHITE LANE LINE PER COE STD PLAN 720. SEE
<br /> J-BOX) HAND HOLES SHALL BE LINED
<br /> R N. 6. SEE BSP AND PD SHEETS FOR ADDITIONAL PAVING GENERAL NOTE 1.
<br /> \ UP WITH EXPANSION JOINTS AND
<br /> ' d a = CONC. SCORING. REQUIREMENTS AND DETAILS.
<br /> I / + - r _G --°- _.. \ aPLASTIC CENTERLINE PER COE STD PLAN 720 SEE GENERAL NOTE 1.
<br /> 1 / + + I II I �c� S \ 7. ALL PAVEMENT MARKINGS SHALL BE TYPE D METHL
<br /> I + I�9 I I I Q® \ METHACRYLATE (MMA) UNLESS OTHERWISE APPROVED BY 19 PLASTIC WHITE WIDE LANE LINE PER COE STD PLAN 720. SEE
<br /> l + ,..I. I I_ c - _-- - THE ENGINEER. GENERAL NOTE 1.
<br /> + + -off -TA - \\ CONSTRUCT 3x8' & S� ��" \AN.
<br /> I i + 'eJ 1 - o I ./ `` 5'x8' BUS STOP PAD Siy 8. ALL SIGNS SHALL BE INSTALLED PER COE STD PLAN 716. ® TYPE 2SL (LEFT) PLASTIC TRAFFIC ARROW PER WSDOT STD PLAN
<br /> + n I I ' ,W I O� I I I - • - N\ M-24.40-02.
<br /> pQ . �s�� (--�- �±� FOR FRONTAGE INFORMATION LEGEND
<br /> ' �� .moo.. , I I 1y�► s,� ON 75+ 7T SW 21 TYPE 3SL (LEFT) PLASTIC TRAFFIC ARROW PER WSDOT STD. PLAN
<br /> a7 + I '••I ( � �,'� - STA 53+37-6. _ BUS ZONE CONCRETE PAVING M-24.40-02.
<br /> 41 ` 0 t++ �� .�,,I •' :\ { ✓_•.. �.: I a1 .���� 00 SEE FP7-FP2.
<br /> J V 4, tp - O 24" PLASTIC STOP LINE PER COE STD PLAN 721.
<br /> ' :..f�" ( `;/•� - -�r.n ,♦+ --`-``---`.�` STA 53+38 4° PEDESTRIAN CONCRETE PAVING
<br /> + + "I ° :'� ji. I.• I •�I. ,: ••.l• \. �♦ + + 41111116'" BEGIN 1.2 F7 TAPER (28.1' RT) A- + I 0 . . T \• . .••-(:' 1; /.':. .j�-. \ % + + O TYPE 3SR (RIGHT) PLASTIC TRAFFIC ARROW PER WSDOT STD. PLAN
<br /> a O. �-�' �/ -„< \ N♦ - STA 53+46 + + + LANDSCAPING
<br /> - + I �. - i�`•:�' ' ' ' �'!' '•/:\: �. /'� +� `��`.� AP YELLOW DOUBLE CENTERLINE (2.9' RT) _ TYPE 1S PLASTIC TRAFFIC ARROW PER WSDOT STD M-24.40-02.
<br /> LANDSCAPE + 'I �e ••I>- :`j�: • - �.- / •• \. . 4‘6,BUFFER \__
<br /> • . '\ \ `� ` \ O PLASTIC TRAFFIC LETTERS PER WSDOT STD PLAN M-80.10-01 AND
<br /> e + 7 ••R=57.- ./"- •• y•,r �( l / .� y� /�5 ° t i O \ EXPANSION JOINT M-80.30-00.
<br /> o I 2 I - \ / •;\ •,••"•' ♦ + \. I I DETECTABLE WARNING SURFACE
<br /> •�-T•''• Y••' �. : •y \• • \/ \® ryCIPLASTIC WHITE EDGE LINE PER COE STD PLAN 720. SEE NOTE 1.
<br /> E N 342687.06, ,, •' .(' V '/:• - ^ Uy. + + +.. �`5' STA 53+76
<br /> c f E 1290 C4.91 R - •' .•' / - \ > + + + + + END 1.2 FT TAPER (27.2' RT) ® CURB RAMP LENGTH (FEET) 27 INSTALL EXTRUDED CONC. CURB.
<br /> END INTEGRAL CURB + I .... .r >f' \• \�• d \ \ SEE DWG. NO. PD2 O
<br /> a BEGIN CURB & GUTTER i F 1' ,J : �.::> . '1\'. \ + + + + + + ,s\`. \ (FEET).
<br /> O
<br /> -- �" /��'•_ � .� �.. •;••..:\(' �' �r � + \ 28 CONSTRUCT CEMENT CONCRETE CURB RAMP TYPE PERPENDICULAR A,
<br /> N 342686.29, i +• �•, M1id � •�• \ 1 / `\�• CURB RAMP FLARE RAMP LENGTH FEET,
<br /> o E1290554.29 P F o1I \- -i. \ _r; '"V :' •\ !; E `� •i��" + + + +0411,3;*
<br /> +
<br /> \ / ) PER WSDOT STD. PLAN F-40.15-03 SEE DWG PD2.
<br /> �/ '••- ' ' \ � SEE DWG. N0. PD2
<br /> r.5
<br /> END VALLEY CURB + M `" \ ©`4 ;\'/ •'••\ •? 'i.'' •:• + \\I pj + +- ``�` \ ❑ O CONSTRUCT CEMENT CONCRETE CURB RAMP TYPE D PER COE STD
<br /> r (WEST EDGE OF J 1 • -1- " R=10.0'r.•.. ......•• '�•. ,. '� -•- •- . + �` + + _ + + , + �`\ O s \ CURB RAMP LANDING LENGTH (FEET)
<br /> VALLEY CURB) r I / i•
<br /> _ / \ \'�• \ � •ti X X.X PLAN 321.
<br /> ,....„-I
<br /> t• • -•. :' -�:.•• `4\ + + + + + + \ SEE DWG. N0. PD2
<br /> 91 TRANSITION FROM • + I • ('-,/••'.\. �>' •-- - �•N •' \ ', +�pw + + \ O CONSTRUCT CEMENT CONCRETE CURB RAMP TYPE COMBINATION, PER
<br /> VALLEY GUTTER TO < 'J- .N 342659.24, `• ••\' • �0 '•\ + + + + + + \ WSDOT STD. PLAN F-40.14-03 SEE DWG PD2.
<br /> - STANDARD CURB & � -- ° 'N '•'•'� E 1290593.73 •.• • '• •\ !'%• . ti ,' + + + + + + + • \ SCALE
<br /> GUTTER. CONTRACTOR la] ! �,l END 10" INTEGRAL CURB \...‘„?...,/ / •/ '� \F\:,- + r>o + + + + + + +lilikt �`\ \ ■•••••••••� 31 PUD ACCESS GATE, SEE SHEET BSP5 FOR PUD CONCRETE ACCESS
<br /> LLJ ® F. . 44,y/ •' o', / • ,� \ DRIVE REQUIREMENTS.
<br /> aSHALL CONFIRM �(BEGIN INTEGRAL CURB TRANSITION ;� .• .. •i• \� + �• + + + + + \ 20 0 20 40
<br /> THERE IS A POSBIRD N • ',� 1f •� /•- \ /\•''• ''• ' "+ + + + .+ + + PLASTIC WHITE DOTTED EXTENSION LINE PER COE STD PLAN 720.
<br /> -fir ..l •.- !, �. \ FEET 32AGRADE AND NO BIRD ~-•..•' : 1•-. 7 r: •9: '•••.\ j. '/ •e. r;;" + + + +\ + \ O
<br /> iii BATH" IS CREATED. 1_ •- ' I '- ` :i /�:\ 1`l + + + +++��� '� \ 33 RETAINING WALL
<br /> N 342668.13, I?'• I• .' ( ^'' 0++ i' " \• + + + + + + + +
<br /> }.1r _ (' + + t l \' / \• \ <\ C + + + + + + + + 34 DRIVEWAY APPROACH, SEE DETAIL DWG PD3.
<br /> E 1290589.65 - - ! 1-� -1- r-�•' i _ \ O
<br /> A BEGIN 6" INTEGRAL CURB 1 -• i -`-14' , + - + + •� ' \i •-..".... 0 ; '•,\ .- - + \ + + + + + + ::IkNitie1/4
<br /> END INTEGRAL CURB TRANSITION i .;,j ' + + + '� / 4 e° _ "+ + + + + O PLASTIC WHITE WIDE DOTTED LANE LINE PER COE STD PLAN 720.
<br /> o` \ .
<br /> SEE GENERAL NOTE 1.
<br /> ��Y'== + + / ` ' \ + + + + ++/� O CONSTRUCT CEMENT CONTRETE CURB RAMP TYPE B, PER COE STD
<br /> PLAN 319.
<br /> E - 1' - 6•.o'\ + le - \- •\�� '•.\ o,\ \ + + -t + ' \ \ INSTALL "STOP" 3_ DIAM. BY 2' WIDE LETTERING TYPE D-LIQUID
<br /> - -- P' I ./` � / \ 0+ \/ \ 0 REMOVE EXISTING LETTERING AND ADD TRAFFIC
<br /> - rF -`! + + + +, B• !' - /.':\ t9• \ + + + + + + �\
<br /> S /,}q�,� _ 9 - •✓= •\ 9 \, p LETTERING TYPED UQUID COLD APPLIED METHYL
<br /> i •.�1 1� + + +6N+ c, •j \ • \ ''''• + + + + ♦ \ METHACRYLATE, AND RED PAINTED BACKGROUND OFFSET
<br /> ZS
<br /> I I• „ �+ + o� '\' �•%l\'• `'0.� + + + + + tr 1' FROM EXISTING STOP BAR. MATCH EXISTING 'STOP'
<br /> I Q •� •(• + + + 'A •:-7• .''� ;;\ � . -. A. �}'•, +. + + + STENCILING AND RED BACKGROUND TO THOSE ALREADY
<br /> + + + + it
<br /> : \. - \ y+ + 0O INSTALLED ONSITE.
<br /> -- • E•., •' ,�.
<br /> •
<br /> •
<br /> �NAVD88/ `+ + + + + E:1290803.4272 -� + + +
<br /> o I i _L- -• -. -:I . + + + + + + ✓. / •' \ .. \ y \
<br /> ♦ + + + \ + , \2.\2 \ 81 1 o. a .
<br /> I
<br /> it MATCHLINE SEE SHEET PV2 SIGNAGE NOTES:
<br /> m 03EAt.rs - PD3 FOR SIGN SCHEDULE. Know what's below. I
<br /> E A 2/8/17 ADDENDUM NO. 1 `� f�'" ' �' Call before you dig.
<br /> MS DS k• .0 prow y No.
<br /> z/13/17 ADDENDUM NO. 2 KC OS �� y"'m Drawn By, Dote SCALE COMMUNITY TRANSIT
<br /> MMC 10/14/IS
<br /> 3/7/17 CHANGE ORDER NO.1-RESPONSE TO CITY PERMIT COMMENTS MC DS pE RTE ET 6-�-�D o 'h,�, Designed By Had: SEAWAY TRANSIT CENTER PV1
<br /> 8/8/18 CHANNEUZATION CHANGE ORDER MC DS c o m m u n i t y t r a n s 1 t / o Rf5 54923
<br /> Checked 70/14/14 Vert 1 20' d. Ih;4et Na.
<br /> 0 7/22/18 RECORD DRAWING REVISIONS AY BC 2707COLBY AVENUE,SUITE900 - '�' \ By
<br /> • 6 9/23/19 ADDITIONAL BUS SHELTERS MC NM EVERETT,WA98201 Sj/NA( E G _ PAVING SIGNING &
<br /> H BC 10/14/19 r
<br /> 5 No. Date Revision By Appr. 425.252.7700 1800.615.9900 Approved P20160067.001 r CHANNELIZATION PLAN 0 of Total
<br />
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