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SE 1/4, NE 1/4 SEC 11 , T. 28 N., R. 4 E., W.M.
<br /> SCALE
<br /> •••••• �
<br /> 10 0 10 20
<br /> FEET
<br /> / CO n// N
<br /> CT BUS SHELTERS SEE
<br /> / ARCHITECTURAL AND
<br /> STRUCTURAL DRAWINGS
<br /> SAWCUT ALONG EXISTING
<br /> 2'x2' TOOLED JOINT _ a
<br /> / CT BUS SHELTERS SEE PATTERN (TYP)
<br /> ARCHITECTURAL AND • 2'x2' TOOLEDO2 MP) CODE BLUE -- - _.
<br /> STRUCTURAL DRAWINGS •�. KIOSK STATION I
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<br /> I E/ - - ' „. 2'x2' TOOLED JOINT !1 ..
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<br /> ATTER
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<br /> �¢ - 1 - I 1. RELCCA E EXISTNG LUMINAIRE & RELOCATE EXISTING LUMINAIRE. C S B/ Y II,' BAY .1 1 I _ _ TRASH RECEPTACLE. CONTRACTOR TO CONTRACTOR TO VERIFY THAT �.0 S B/--�'I- 2 O- - VERIFY THAT LUMINAIRE POLE IS I II I- I LUMINAIRE POLE IS CENTERED (• - I - CENTERED ON THE EXPANSION JOINT. I I • . I I --
<br /> . - IC --. I - - II .-.. ON THE EXPANSION JOINT. I -- -- _ -_-- - -- -'- -- -r---- F-�_ --T- ------1------ -------T • �s
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<br /> 1 CB pea I CB a I•.. I I L Y •I r I • I ! ce s
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<br /> A CONSTRUCTION NOTES
<br /> �, GENERAL NOTES: 0 2' WIDYE TECTABLE/TRUNCATED DOME WARNING LEGEND
<br /> NEW HMA PAVEMENT
<br /> a 1. TRANSIT PLATFORM AND SIDEWALKS CONCRETE SHALL BE STANDARD GREY O CONTRACTION JOINT TO BE 3/16" WIDE BY 1/2" DEEP
<br /> COLOR WITH MEDIUM BROOM FINISH. TROWELED JOINTS. I I NEW CONCRETE PAVEMENT
<br /> `‘.4 2. TROWELED TOOL JOINT FINISH REQUIRED ALONG CURE LINES, DETECTABLE I
<br /> u TRUNCATED DOME WARNING STRIPS CONTRACTION JOINTS AND ALL O EXPANSION JOINT WITH PREMOLDED JOINT FILLER PER L- NEW CONCRETE WALKWAY
<br /> EXPANSION JOINTS. WSDOT STD. PLAN F-30.10-03 WITH TOOL/TROWELED m 3. SEE DETAIL DWG PV1 FOR TRANSIT CENTER PLATFORM CONCRETE FINISH. (DETAIL E) LANDSCAPING
<br /> it q. THICKNESS.
<br /> 4. SEE DWG PV1 FOR PAVEMENT AND SIDEWALK THICKNESS. O OPERATOR COMFORT STATION, SEE ARCHITECTURAL & El HAND HOLE
<br /> m' I 5. SLOPES GIVEN ARE APPROXIMATE. ACTUAL SLOPES VARY, SEE GRADING STRUCTURAL PLANS.
<br /> I- PLATFORM ea BUS AREA - PLAN FOR SITE ELEVATION CONTROL. X CHAIN LINK FENCE
<br /> R. O
<br /> 6. SEE DWG'S. PV1-PV4 FOR CURB TYPE. 5 SEAT WALL, SEE DETAIL DWG PD4.
<br /> a SEAT WALL SEE w 7. SEE DWG'S. CP1-CP4 FOR HORIZONTAL CONTROL AND SPOT ELEVATIONS. EXPANSION JOINTS
<br /> z 6. SEE PAVING PLAN DWG. PV1 FOR PAVING SECTIONS AND LANDSCAPING 0 SEE VALLEY GUTTER DETAIL, DWG PD2.
<br /> DWG PD4 — i - SECTION DETAIL. CONTRACTION JOINTS
<br /> N 0 9. SEE ARCHITECTURAL. STRUCTURAL, AND OTAK SWIFT BRT STRUCTURAL (. BIKE RACK. f-H'
<br /> //// — 1.4% 1)0.5% 9 g� PLANS FOR SHELTERS. WINDSCREENS. BUILDING, FOOTINGS, AND ICONIC ,','I-- SPOT ELEVATIONS
<br /> 2
<br /> ''K • Fe'1 _ O CONSTRUCT 6" THICK CONCRETE PUD ACCESS DRIVE
<br /> 1=1111=11=11=11=11=11=11=1T=1 nr-,, ~ �- 5 10. PRIG' TO CO TR TIO CO TRA TOR SHALL V 'IFY ALL AWCI1T, (15' WIDE) GROUND SLOPE
<br /> a
<br /> m =11.=. - ° LUMINAIRE AND AMENITY LOCATIONS TO HELP ENSURE APPROPRIATE
<br /> o — %//%>,J//7,j///j,/ REPLACEMENT BETWEEN SHELTERS. 9 SEE INTEGRAL CURB DETAIL PER DETAIL DWG PV3. V// REMOVE AND REPLACE EXISTING
<br /> 11.RESTORE ALL EXISTING IRRIGATION AND LANDSCAPING DISTURBED BY THIS O V!////// CEMENT CONC. WALKWAY.
<br /> g PROJECT TO PRE-PROJECT CONDITIONS. EXISTING IRRIGATION COMPONENT a 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 CONSTRUCTION. EXISTING PLANTS MAY BE MOVED AND REPLANTED 0 SEE DWG PV1 FOR HMA PAVEMENT DETAIL. 5
<br /> o IF FEASIBLE, OR REPLACED IF DAMAGED.
<br /> EAST TRANSIT AREA 12 CONSTRUCT TRANSIT PLATFORM PER C.O.E. SIDEWALK
<br /> i. N.T.S. STD. (4" CEMENT CONC. OVER 2" CSTC. SEE SHEET PD2
<br /> FOR JOINT DETAILS.
<br /> Pe
<br /> CIP WALL.
<br /> g 13 CONSTRUCTION SEQUENCING:
<br /> E 1. SAWCUT AND REMOVE EXISTING CONCRETE WALKWAY AND 14 2' WIDE DETECTABLE/TRUNCATED DOME WARNING
<br /> REMOVE SURFACE FEATURES CALLED OUT FOR RELOCATION. STRIP-BLACK.
<br /> 4 5 ' 2. INSTALL SHELTERS, BELOW GROUND UTILITIES, AND RELOCATED 15 1/4" SAWCUT EXPANSION JOINT FILLED WITH JOINT
<br /> c SURFACE FEATURES. SEALER.
<br /> 0
<br /> k TOOLED JOINT PATTERN. MAX SLOPE 2.07.3. REPLACE CONCRETE WALKWAY AND MATCH EXISTING 2'x2' 0INSTALL BLACK/STENCIL PLATFORM GRAPHIC AT EACH , NAVj
<br /> x SWIFT SHELTER. SEE SHEET BSP4 FOR DETAILS.
<br /> 4. RESTORE ALL DISTURBED LANDSCAPED AREA TO MATCH
<br /> 5 PREVIOUS CONDITIONS. I
<br /> gER T Know what's below.
<br /> �° VA y Call before you dig.
<br /> E a/tt►/n CHANGE ORDER NMI-RESPONSE TO CITY PERMIT COMMENTS MC } 9c D a.n By Date SCALE
<br /> COMMUNITY TRANSIT Drawing
<br /> S P 2
<br /> 7 I9 RECORD DRANANG REVISIONS AY a rn}—{ p E RTE ET ` 4, m MMC ,D/,4„9
<br /> 55 9/23/19 ADDITIONAL BUS SHELTERS MC MM / I/ D-- ,-p i,
<br /> IL-/T � -0 L Designed By Hori2 SEAWAY TRANSIT CENTER
<br /> R�•
<br /> communitytransit / -,,O 54923 MM 10/14/19 1"-10'
<br /> 2707 COLBY AVENUE,sunt 900 ' •%ism% Checked By Vert 6pc)- ) Sheet No.
<br /> EVERETT WA98201 �AONAL EHG BC 10/14/19 45
<br /> o No. Dote Revision By APa. 425.252.7700 1800.615.9900 Approved
<br /> P20160067.00,' BUS SHELTER PLATFORM P LAN of Totol
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