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<br /> . , CT BUS SHELTERS SEE
<br /> ARCHITECTURAL AND
<br /> � SAWCUT ALONG EXISTING - STRUCTURAL DRAWINGS
<br /> 2'x2' TOOLED JOINT
<br /> i CT BUS SHELTERS SEE PATTERN (TYP) -
<br /> •'ARCHITECTURAL AND 2'x2' TOOLED°(TYP) CODE BLUE
<br /> 10'.
<br /> STRUCTURAL DRAWINGS � KIOSK STATION p I
<br /> EXISTING JOINT •(TYP) - (TYP) D I
<br /> I
<br /> ©(TMP) LUMINAIRE TO 0 OM r • i D
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<br /> \� ,Z,r I !! ... �;', ° �!�/�� �j�//" /o ! 3 - I PATTERN (TYP) I p •
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<br /> a 1 - � �'-'RELOCATE EXISTINGI LUMINAIRE & I 1 V I N 1 1 T 1 MEW
<br /> - I I , 1 I
<br /> �e- RELOCATE EXISTING LUMINAIRE. ( ' I c n y,/ - I �'�
<br /> ° / ��� I TRASH RECEPTACLE. CONTRACTOR TO CONTRACTOR TO VERIFY THAT V J �Y1�I - 2 11 I I I /
<br /> E U 0- I. - VERIFY THAT LUMINAIRE POLE IS LUMINAIRE POLE IS CENTERED I ( • I I P
<br /> 8 ( CENTERED ON THE EXPANSION JOINT. ON THE EXPANSION JOINT. 1 I -- _ H I- -------T 'MT 7 - `
<br /> 3 I ilicji."7— • • • A- Imo, I:. /-- :I ` �(�(p� r t t -I� r I 7 -----1 / %
<br /> N \ CB #241 CB 1�4 I • - • . .1'• . li -CB #5 /
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<br /> ry CONSTRUCTION NOTES
<br /> °1 GENERAL NOTES. 1 2' WIDE DETECTABLE/TRUNCATED DOME WARNING LEGEND
<br /> r I NEW HMA PAVEMENT
<br /> N STRIP YELLOW.
<br /> - 1. TRANSIT PLATFORM AND SIDEWALKS CONCRETE SHALL BE STANDARD GREY O CONTRACTION JOINT TO BE 3/16" WIDE BY 1/2" DEEP - NEW CONCRETE PAVEMENT
<br /> COLOR WITH MEDIUM BROOM FINISH. TROWELED JOINTS.
<br /> O 2. TROWELED TOOL JOINT FINISH REQUIRED ALONG CURE LINES, DETECTABLE I
<br /> s TRUNCATED DOME WARNING STRIPS CONTRACTION JOINTS AND ALL O EXPANSION JOINT WITH PREMOLDED JOINT FILLER PER p NEW CONCRETE WALKWAY
<br /> EXPANSION JOINTS. WSDOT STD. PLAN F-30.10-03 WITH TOOL/TROWELED
<br /> 3. SEE DETAIL DWG PV1 FOR TRANSIT CENTER PLATFORM CONCRETE FINISH. (DETAIL E) _J LANDSCAPING
<br /> 2 THICKNESS.
<br /> 4. SEE DWG PV1 FOR PAVEMENT AND SIDEWALK THICKNESS. O OPERATOR COMFORT STATION, SEE ARCHITECTURAL & El HAND HOLE
<br /> 5. SLOPES GIVEN ARE APPROXIMATE. ACTUAL SLOPES VARY, SEE GRADING STRUCTURAL PLANS.
<br /> o PLATFORM BUS AREA - PLAN FOR SITE ELEVATION CONTROL. X CHAIN LINK FENCE
<br /> 6. SEE DWG'S. PV1-PV4 FOR CURB TYPE. O SEAT WALL, SEE DETAIL DWG PD4.
<br /> 7. SEE DWG'S. CPI-CP4 FOR HORIZONTAL CONTROL AND SPOT ELEVATIONS. EXPANSION JOINTS
<br /> a SEAT WALL SEE 1 LA.1
<br /> DWG PD4z 8. SEE PAVING PLAN DWG. PV1 FOR PAVING SECTIONS AND LANDSCAPING O6 SEE VALLEY GUTTER DETAIL, DWG PD2.
<br /> \\\\_�
<br /> I SECTION DETAIL. CONTRACTION JOINTS
<br /> �,y - _A 9. SEE ARCHITECTURAL,ORSTRUCTURAL,WINDSCRE AND OTAK ,SWIFT TIN STRUCTURAL O7 BIKE RACK. ,�;I-I'
<br /> `? / 1,4% -t// `/ PLANS FOR SHELTERS, WINDSCREENS, BUILDING, FOOTINGS, AND ICONIC ,�.'I� SPOT ELEVATIONS
<br /> If 0.59< �'' 2-% .•rK + Fee -- O CONSTRUCT 6" THICK CONCRETE PUD ACCESS DRIVE
<br /> �q °, l� ° 5 10. PRIG" TO CO TR TIO CO TRA TOR SHALL V "IFY ALL AWC IrT, (15. WIDE) GROUND SLOPE
<br /> J �, ° LUMINAIRE AND AMENITY LOCATIONS TO HELP ENSURE APPROPRIATE
<br /> o ////,/f/////l///// REPLACEMENT BETWEEN SHELTERS. O SEE INTEGRAL CURB DETAIL PER DETAIL DWG PV3. /////�/2 REMVE AND REMOVE ANDCREPLACE
<br /> EEXISTING
<br /> _ 11. RESTORE ALL EXISTING IRRIGATION AND LANDSCAPING DISTURBED BY THIS
<br /> PROJECT TO PRE-PROJECT CONDITIONS. EXISTING IRRIGATION COMPONENT 1O SEE DWG PD1 FOR CONCRETE PAVEMENT TRANSIT LOOP
<br /> MAY BE REUSED IF FEASIBLE AND MUST BE REPLACED IF DAMAGED. DETAIL. SAWCUT
<br /> RESTORE SOIL LANDSCAPE PLANTINGS, ROCK, AND MULCH DISTURBED
<br /> E SECTION C—C DURING FEASIBLE, IF EXISTING PLANT NTS MAY BE MOVED AND REPLANTED 11 SEE DWG PV1 FOR HMA PAVEMENT DETAIL. 5
<br /> E IF 8 EAST TRANSIT AREA 12 CONSTRUCT TRANSIT PLATFORM PER C.O.E. SIDEWALK
<br /> N.T.S. STD. (4" CEMENT CONC. OVER 2" CSTC. SEE SHEET PD2
<br /> FOR JOINT DETAILS.
<br /> ry 13 CIP WALL.
<br /> CONSTRUCTION SEQUENCING: 14
<br /> 1. SAWCUT AND REMOVE EXISTING CONCRETE WALKWAY AND O 2' WIDE DETECTABLE/TRUNCATED DOME WARNING
<br /> - REMOVE SURFACE FEATURES CALLED OUT FOR RELOCATION. STRIP-BLACK.
<br /> r= 5 a' 2. INSTALL SHELTERS, BELOW GROUND UTILITIES, AND RELOCATED 1/4" SAWCUT EXPANSION JOINT FILLED WITH JOINT a
<br /> SURFACE FEATURES. SEALER.
<br /> ll
<br /> 0 3. REPLACE CONCRETE WALKWAY AND MATCH EXISTING 2'x2' 816 1 ° �NAVD88
<br /> TOOLED JOINT PATTERN. MAX SLOPE 2.0%. INSTALL BLACK/STENCIL PLATFORM GRAPHIC AT EACH t
<br /> x SWIFT SHELTER. SEE SHEET BSP4 FOR DETAILS.
<br /> Fir
<br /> 4. RESTORE ALL DISTURBED LANDSCAPED AREA TO MATCH Know what's below. '
<br /> PREVIOUS CONDITIONS.
<br /> Ewoe oc WR r �9 Call before you dig.
<br /> 3/16/Ii CHANGE ORDER NO.1-RESPONSE TO CRY PERMfT COMMENTS MC DS k c, Drawing No.
<br /> 7rn/19 RECORD DRAWING REVISIONS AY p E RT E ET ° o Q m COMMUNITY TRANSIT
<br /> 5 9/23 19 ADDITIONAL BUS SHELTERS MC h%V. - - Drawn By Date SCALE [� /�
<br /> L " 'gii . m MMC 10/,4/79 US PL
<br /> c©mmunitytrans1t /' '\5492J 0 Designed ,0/,41,9 Ho`�z1"-1a' SEAWAY TRANSIT CENTER
<br /> 2707 COLBY AVENUE,SURE 900 _ �' Checked By Vert Sheet No.
<br /> R EVERETT,WA 98201 --- ------'.. �'S'O//AI. °\ BC 10/14/19 -
<br /> N. Dote
<br /> 0 Revision By j naa�. 425.252.7700 1800.615.9900 Approved2o16o
<br /> By Po6z001 r
<br /> BUS SHELTER PLATFORM PLAN 45 a ''
<br /> Total
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