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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 p CONSTRUCT 6" INTEGRAL CURB PER DETAIL DWG. PV3.
<br /> PLANTING
<br /> .1 a 4
<br /> a a • + + PER LS SHEETS O CONSTRUCT 10" INTEGRAL CURB PER DETAIL DWG. PV3.
<br /> �® • r - O CONSTRUCT INTEGRAL CURB TRANSITION 10" TO 6" PER DETAIL
<br /> > ❑ i-__ __ - = -I I I i ,-. --1 I - I-II-III T T T T SHEET PV3 (OVER 10' LENGTH).
<br /> 1-III-III-III I-III- l l' " III - 1 1- IIIII-_ T T
<br /> CL "III-"I-1 I I III -4" HMA CL 1/2 IN PG 64-22 _ 5O CONSTRUCT FLUSH CURB PER DETAIL DWG. P01.
<br /> 4" CEMENT CONC. CL 3000,
<br /> 10" PORTLAND SWIFT PLATFORM 6" THICK AND (COMPACTED DEPTH) 11IIII. III I-III IIII gO INSTALL TYPE 0 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 /> ILLI I4" CSTC 2" CSTC -6" GRAVEL BORROW TYPE A p7 DETECTABLE WARNING SURFACE PER WSDOT STD. PLAN F-45.10-01
<br /> Li 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. pA N.T.S. gO INSTALL SIDEWALK PER C.O.E. STD. PLAN 306.
<br /> \ \S0f00 _ GENERAL NOTES: O CONSTRUCT CEMENT CONCRETE DRIVEWAY RAMP TYPE 1 PER C.O.E.
<br /> L1..1 � - 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 /> (n AERIAL IMAGE, NOT FROM FIELD SURVEY. FINAL
<br /> `5 j 00 AFTER TEMPOORARY SHALL
<br /> MATCH
<br /> LIZATION EXISTING
<br /> REMOVED.
<br /> 11 6' NON-METALLIC FENCE SEE DETAIL DWG PD4.
<br /> N 342784.46, '-, SIGN LEGEND
<br /> / I-L•I 1290573.55 -.. , 12 20" CONCRETE SEAT WALL SEE DETAIL DWG PD4.
<br /> I I Z END CURB & GUTTER © NEW SIGN. 3. COORDINATE IRRIGATION SLEEVE PLACEMENT PRIOR TO O
<br /> / _ PAVEMENT INSTALLATION SEE LANDSCAPE PLANS FOR 13 RELOCATED STREET LUMINAIRE, SEE DWG IL7.
<br /> N 342790.97, �� © RELOCATED SIGN. SLEEVE LOCATIONS.
<br /> E 1IN .15 TA 1+99 14 SEE SIGNAL PLANS SG1-SG4.
<br /> BEGIN CURB & REMOVE SIGN. 4. SEE ARCHITECTURAL, STRUCTURAL PLANS, AND SWIFT BRT
<br /> GUTTER REPLACE INKIND BEGIN WHITE LANE LINE (22.2' IN © BUS SHELTER PLANS FOR SHELTERS, WINDSCREENS, 15 TRANSVERSE CONTRACTION JOINT PER DETAIL DWG. PO1.
<br /> ( 0 5 BEGIN YELLOW DOUBLE CENTERLINE (10.2' RT) x CURB RETURN SEE DWG PD3. BUILDING AND FOOTING.
<br /> MATCH EXISTING
<br /> I I I- LANDSCAPE0 \ i6 CONSTRUCT VALLEY GUTTER PER DETAIL DWG. PD2.
<br /> I Q O - PEDESTRIAN BUFFER `� HAND HOLE (WSDOT TYPE 2 33"X22" 5. SEE STRUCTURAL PLANS FOR CIP WALL REQUIREMENTS.
<br /> ® i7 PROFILED PLASTIC WHITE LANE LINE PER COE STD PLAN 720. SEE
<br /> CC J-BOX) HAND HOLES SHALL BE LINED
<br /> I I L ,.'/ R \`\ UP WITH EXPANSION JOINTS AND 6. SEE BSP AND PD SHEETS FOR ADDITIONAL PAVING GENERAL NOTE 1.
<br /> a I \\ CONC. SCORING. REQUIREMENTS AND DETAILS.
<br /> d 18 PLASTIC CENTERLINE PER COE STD PLAN 720 SEE GENERAL NOTE 1.
<br /> I I I I I G �\ �S `\ 7. ALL PAVEMENT MARKINGS SHALL BE TYPE D METHL O
<br /> 1 Ip, II I I �� \ METHACRYLATE (MMA) UNLESS OTHERWISE APPROVED BY 0, PLASTIC WHITE WIDE LANE LINE PER COE STD PLAN 720. SEE
<br /> I Al
<br /> I� I`e9 I :��41 - \ \ • SJ• \\ THE ENGINEER. GENERAL NOTE 1.
<br /> / 1-'� '1T-- r -Ta CONSTRUCT 3'x8' & S \i I ea I O I ° � 5'x8' BUS STOP PAD N 8. ALL SIGNS SHALL BE INSTALLED PER COE STD PLAN 716. O TYPE 2SL (LEFT) PLASTIC TRAFFIC ARROW PER WSDOT STD PLAN
<br /> J - rc JI I` \ M-24.40-02.
<br /> r • �R�O �� FOR7FRO TA E INFORMATIONJ [L ► $' ��-� ,� LEGEND
<br /> ellin
<br /> _ I �. .7111", I _ I s3 21 TYPE 3SL (LEFT) PLASTIC TRAFFIC ARROW PER WSDOT STD. PLAN
<br /> z O O � \ • •{.-•. J ,• !� STA 53+37-62+50 • • BUS ZONE CONCRETE PAVING M-24.40-02.
<br /> .�- I °I -�� 0 SEE FP1-FP2.
<br /> 16
<br /> ••)- `-- -S''" + STA 53+38 Q O 24" PLASTIC STOP LINE PER COE STD PLAN 721.
<br /> A ter ,I a Iti
<br /> '\ :if •`_ /al /. `6 �� +�````` `..�tIO' `` a PEDESTRIAN CONCRETE PAVING v
<br /> I \ • BEGIN 1.2 FT TAPER (28.1' RT)
<br /> I G \• ••(5' :" /. . . .., •�. - \ �• + + i \` \ O TYPE 3SR (RIGHT) PLASTIC TRAFFIC ARROW PER WSDOT STD. PLAN
<br /> a • T -- • ...•• .® 1�,•i .: 7--• \ N. } /; O + + M-24.40-02.
<br /> -•, STA 53+46 LANDSCAPING
<br /> 1 I �• \� •' 11� •" �.. fP• ��� ♦ - + `��\ ` AP YELLOW DOUBLE CENTERLINE (2.9' RT) + + { TYPE 1S PLASTIC TRAFFIC ARROW PER WSDOT STD M-24.40-02.
<br /> $ LANDSCAPE I 1 j!�' .� • •, „•\. G '� + I + �► ' '\ HMA PAVING LIMITS
<br /> PEDESTRIAN BUFFER • 'r'� •' •-:�• \ • 6• y ;'. ,�.. �• . 4 {. �j� \ - - PLASTIC TRAFFIC LETTERS PER WSDOT STD PLAN M-80.10-01 AND
<br /> o t 1 R=57.0}-7.•`', •1),..--- lam• , •� { �-y.� `Y5 a o \ EXPANSION JOINT
<br /> O M80.30-00.
<br /> $ N 342687.06 .! � 1. y'• \ t� `\ '' \' . , \� + �NI:
<br /> `L �•. `. I I DETECTABLE WARNING SURFACE 28 PLASTIC WHITE EDGE LINE PER COE STD PLAN 720. SEE NOTE 1.
<br /> �•':_{ .�`,- ., .J C•:••i'. .\.. /��` O ,1i s + + + 'S' STA 53+76 `
<br /> I 1
<br /> END INTEGRAL CURB I 1� "• "i' : ;.\ •• ••c<., '•1.•-i'e • \• \ °j:°�\ \ + + t �+ "\ END 1.2 FT TAPER (27.2' RT) ® CURB RAMP LENGTH (FEET) 27 INSTALL EXTRUDED CONC. CURB.
<br /> � \ SEEDWG. NO. PD2iii
<br /> n. BEGIN CURB & GUTTER i e.. :�. �: •• �V•_ a + + + ��•� •:' °" '\! \:' 28CONSTRUCTCEMENTCONCRETECURB RAMP TYPE PERPENDICULAR A,
<br /> 1N 342686.29, �- ••i' '' '\ •i•'' i + +,� + + .A ® CURB RAMP FLARE RAMP LENGTH (FEET),
<br /> o ® , _ \ 111 } \ PER WSDOT STD. PLAN F-40.15-03 SEE DWG PD2.
<br /> E 1290554.29 p \' 1 y.• '•\ �,, + + I'''' + +O \��` \ SEE DWG. N0. PD2
<br /> g END VALLEY CURB • 0. _'••:\• '•f• �, \, ,': + ` 11"W(ij + +� /�' \ 29 CONSTRUCT CEMENT CONCRETE CURB RAMP TYPE D PER COE STD
<br /> (WEST EDGE OF • R=10.0; •,i'1• • ;.•*•- • •••��•• \ \ '•-. + +�+ t + + �� + ±`\`,LO s� .\ pi CURB RAMP LANDING LENGTH (FEET) O PLAN 321.
<br /> RUC
<br /> VALLEY CURB)KIPP ,•• t j �%••• :• •, ce. +, i\• : •�� i:. \\'>�'.�° +�+ + iG+ + , ++ �� O \\ ' I SEE DWG. NO. PD2
<br /> m TRANSITION FROM • it 1...• ' \•('./••'.\• �>' _ •- 1 \ s,.". •`". - + '. # + + + 0 \ O CONSTRUCT CEMENT CONCRETE CURB RAMP TYPE COMBINATION, PER
<br /> m VALLEY GUTTER TO < N 342659.24, `' •\• • N :fi.._ \ '''L.., + + + + + - + �; ``�`,` \ WSDOT STD. PLAN F-40.14-03 SEE DWG PD2.
<br /> - STANDARD CURB & • •• \ <:• • SCALE
<br /> '� �• \ - y �• ` ■ ■ ■ ■ ■ 3t PUD ACCESS GATE, SEE SHEET BSPS FOR PUD CONCRETE ACCESS
<br /> GUTTER. CONTRACTOR Q END 10" INTEGRAL CURB �'•Ne •, \<•,:; +--o + + + + + + + � , `�`\ •\ ■ ■ ■ ■ ■ O
<br /> SHALL CONFIRM L+l ..,;:7_ ., tl BEGIN INTEGRAL CURB TRANSITION i •`. '` .• • .•••i • �'\t -! + .° + + + + + + 20 0 20 40 DRIVE REQUIREMENTS.
<br /> THERE IS A POSITIVE In 'I -,• ••• �••• •' _ '\ + ` '� PLASTIC WHITE DOTTED EXTENSION LINE PER COE STD PLAN 720.
<br /> ,� r.-"-� �.t . /�.\' .'•' .+ + + + + + + FEET 32
<br /> -fir '
<br /> GRADE AND NO BIRD • � •,J-`•,7=20.6' :•,.\ _ •.,'i • . a\'\ -
<br /> BATH" IS CREATED. - IJ I •J' •'.•I•' "•�,•% ®��•' � + + # + +� ` \ 33 RETAINING WALL
<br /> •
<br /> o N 3426629058 .65 ' ,u Ifi -I 1 .:•. { + •..I \ ;., - + + + + + + + ' \
<br /> o END INTEGRAL CURB TRANSITION ill �• 1 r• + + + _ e'�6, ,.+ + + + + \\ 5 SEE PLASTIC
<br /> ICNWHITE ERAL WIDE
<br /> DOTTED LANE LINE PER COE STD PLAN 720.
<br /> .} • �• ... .•\. .. .;> •• • j. tk O CONSTRUCT CEMENT CONTRETE CURB RAMP TYPE B, PER COE STD
<br /> 319.
<br /> • .. ... , \\
<br /> ....„ ,_ + .,.... ‘,
<br /> 0
<br /> 1 ,0 1
<br /> E < -. - . .. .-• I•• 60\ + !„ k • -4� • ••.\• �,\ +•1 + • + + + `�`� \ INSTALL "STOP" 3' DIAM. BY 2' WIDE LETTERING TYPE D-LIQUID
<br /> •
<br /> If I' + <r�' v.• \. 38 REMOVE EXISTING LETTERING AND ADD TRAFFIC
<br /> i 4k IN �C 'f - J• -� + + + -�yA • /\':� \ \ ya+ + + + + + k` ` \\ LETTERING TYPE D-LIQUID COLD APPLIED METHYL
<br /> !!! �� �• o + t t 6Gt f •• t + + t \ METHACRYLATE, AND RED PAINTED BACKGROUND OFFSET
<br /> I• .•I. ; + +, \ e,� + + + + + c3` 1' FROM EXISTING STOP BAR. MATCH EXISTING 'STOP'
<br /> I O _{�1 '•(• + + + 'Sr ,;, - �`• \ �\ o + + + + + �\ \ STENCILING AND RED BACKGROUND TO THOSE ALREADY
<br /> I ® -y. + + + + �, \� \ °V + - + `, 00 INSTALLED ONSITE.
<br /> d
<br /> onk 7 wi
<br /> •
<br /> •
<br /> -- .- I,r ;I. A+++ + + T .'2, � - + ®+ + 0
<br /> r .• I I:; I. + + +A + - �''elv�•N: 4 • , •.� + + + , \ 6
<br /> y • -•'I- ,-.�... --I.L + + + + _- �.. �E1290803.4272-•�- °\ .� _ �� `\ '
<br /> •
<br /> o I :.' - .. I _ .I`. + + + + + + + - , . \. "�Y'•'• '1 \ " -vim '..‘ + + + + + +• \
<br /> Xre MATCHLINE SEE SHEET PV2 SIGNAGE NOTES: IF
<br /> �03ERL PD3 FOR SIGN SCHEDULE. Know what's below.
<br /> E /\ 2/e/t7 ADDENDUM NO. I MS -ps Call before you dig.
<br /> } sc Drown B COMMUNITY TRANSIT No
<br /> 2/13/17 CHANGE
<br /> NO. 2 KC DS E RT E E T - - �� ,, mMMD y 0/14/19 SCALE PV 1
<br /> • 3/7/t7 ORDER CHANGE
<br /> RESPONSE TO CITY PERMIT COMMENTS YC os P o o �� s�.e Designed By Mori. SEAWAY TRANSIT CENTER
<br /> 8A/t8 CHANNEUZATION CHANGE ORDERMC DS VV c o m m u n I t y t r a n s I t / Is. 454923 . MM 10/14/19 1" 20'
<br /> 0 7/72/tY RECORD DRAWING REVISIONS AY BC 2707COLBYAVENUE,SUTTE900 _ �' f0isrtY-�y Checked By Vert „/
<br /> • 6 9/23/19 ADDITIONAL B1:5 --= MC MM '�/O G - PAVING, SIGNING ScL%.. Sheet Na
<br /> EVERETT,WA NA EN BC 10/14/19C
<br /> o Na. Date Revision BY APPr. 425.252.7700 I 800.615.9900 '"`roved BY P20160067.001 C HAN N E LI ZATI O N P LAN of Total
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