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<br /> N I I • RELOCATE EXISTING LUMINAIRE & . RELOCATE EXISTING LUMINAIRE. \.I 1^ I�I I - \ - 1
<br /> I. TRASH RECEPTACLE. CONTRACTOR TO CONTRACTOR TO VERIFY THAT !ISpu
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<br /> E I' B U BAY 1 • ° VERIFY THAT LUMINAIRE POLE IS - 1 a I' 1 �A I'' I I -. I I �-r3 '
<br /> ' LUMINAIRE POLE IS CENTERED . .I 'I •h I
<br /> CENTERED ON THE EXPANSION JOINT. ON THE EXPANSION JOINT. I I - I
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<br /> CONSTRUCTION NOTES
<br /> 2' WIDE DETECTABLE/TRUNCATED DOME WARNING LEGEND
<br /> GENERAL NOTES: O STRIP-YELLOW. I' 4A(? NEW HMA PAVEMENT
<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 /> 5 2. TROWELED TOOL JOINT FINISH REQUIRED ALONG CURE UNES, DETECTABLE
<br /> I
<br /> TRUNCATED DOME WARNING STRIPS CONTRACTION JOINTS AND ALL O EXPANSION JOINT WITH PREMOLDED JOINT FILLER PER 0 . NEW CONCRETE WALKWAY
<br /> g EXPANSION JOINTS. WSDOT STD. PLAN F-30.10-03 WITH TOOL/TROWELED I- LANDSCAPING
<br /> m 3. SEE DETAIL DWG PV1 FOR TRANSIT CENTER PLATFORM CONCRETE FINISH. (DETAIL E)
<br /> , q THICKNESS.
<br /> 4. SEE DWG PV1 FOR PAVEMENT AND SIDEWALK THICKNESS. 0 OPERATOR COMFORT STATION, SEE ARCHITECTURAL & HH HAND HOLE
<br /> al I 5. SLOPES GIVEN ARE APPROXIMATE. ACTUAL SLOPES VARY, SEE GRADING STRUCTURAL PLANS.
<br /> PLATFORM - BUS AREA ' - PLAN FOR SITE ELEVATION CONTROL X CHAIN UNK FENCE
<br /> 6. SEE DWG'S. PV1-PV4 FOR CURB TYPE. (. SEAT WALL, SEE DETAIL DWG PD4.
<br /> a' SEAT WALL SEE 7. SEE DWG'S. CP1-CP4 FOR HORIZONTAL CONTROL AND SPOT ELEVATIONS. EXPANSION JOINTS
<br /> z 8. SEE PAVING PLAN DWG. PV1 FOR PAVING SECTIONS AND LANDSCAPING O6 SEE VALLEY GUTTER DETAIL, DWG PD2.
<br /> A DWG PD4 I SECTION DETAIL. CONTRACTION JOINTS
<br /> \\\\ 12 3 9. SEE ARCHITECTURAL, STRUCTURAL, AND OTAK SWIFT BRT STRUCTURAL O7 Ø.
<br /> N 1.4% 9 0.5% S 2.9% PLANS FOR SHELTERS, WINDSCREENS, BUILDING, FOOTINGS, AND ICONIC BIKE RACK. �I-'"H SPOT ELEVATIONS
<br /> II II_n_n_n-N_I _ ' ` e' - 8 CONSTRUCT 6"THICK CONCRETE PUD ACCESS DRIVE
<br /> u II'i11�'i IT-lI II II,�:II-11 ] , 5 10. •RIO' TO CO TR TIO CO TRA TOR SHALL V 'IFY ALL AWC0T, (15' WIDE) GROUND SLOPE
<br /> LUMINAIRE AND AMENITY LOCATIONS TO HELP ENSURE APPROPRIATE
<br /> o /°//%,/,7//j/j/j/j j/ REPLACEMENT BETWEEN SHELTERS. O9 SEE INTEGRAL CURB DETAIL PER DETAIL DWG PV3. v///////A CEMENT CONcR WALKWAYE.ISTING
<br /> 11.RESTORE ALL EXISTING IRRIGATION AND LANDSCAPING DISTURBED BY THIS
<br /> PROJECT TO PRE-PROJECT CONDITIONS. EXISTING IRRIGATION COMPONE 0 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 /> B SECTION C-C DURING CONSTRUCTION. EXISTING PLANTS MAY BE MOVED AND REPLANTED 11 SEE DWG PV1 FOR HMA PAVEMENT DETAIL 5
<br /> IF FEASIBLE, OR REPLACED IF DAMAGED.
<br /> EAST TRANSIT AREA 12 CONSTRUCT TRANSIT PLATFORM PER C.O.E. SIDEWALK
<br /> N.c STD. (4" CEMENT CONC. OVER 2" CSTC. SEE SHEET PD2
<br /> FOR JOINT DETAILS.
<br /> ry 13 CIP WALL.
<br /> CONSTRUCTION SEQUENCING: 1a 2' WIDE DETECTABLE/TRUNCATED DOME WARNING
<br /> a 1. SAWCUT AND REMOVE EXISTING CONCRETE WALKWAY AND
<br /> REMOVE SURFACE FEATURES CALLED OUT FOR RELOCATION. STRIP-BLACK.
<br /> 5 2. INSTALL SHELTERS, BELOW GROUND UTILITIES, AND RELOCATED 15 1/4" SAWCUT EXPANSION JOINT FILLED WITH JOINT
<br /> SURFACE FEATURES. SEALER. Q 1 l o
<br /> 3. REPLACE CONCRETE WALKWAY AND MATCH EXISTING 2'x2'
<br /> TOOLED JOINT PATTERN. MAX SLOPE 2.0%. aINSTALL BLACK/STENCIL PLATFORM GRAPHIC AT EACH �
<br /> x NAVD88
<br /> X SWIFT SHELTER. SEE SHEET BSP4 FOR DETAILS.
<br /> 4. RESTORE ALL DISTURBED LANDSCAPED AREA TO MATCH
<br /> - PREVIOUS CONDITIONS. I
<br /> ot3ER T Know what's below.
<br /> e." r, Cali before you dig.
<br /> 3/16/1Y CHANGE ORDER NO.1-RESPONSE TO CRY PERMIT COMMENTS MC DS 0 Drawing No.
<br /> DownCOMMUNITY TRANSIT
<br /> 7/22/19 RECORD DRAWING REVISIONS AY BC p E RT E E T _ - ',�9m MMD� Dote< Ho,i
<br /> BSP2
<br /> o 9/23/19 ADDITIONAL BUS SHELTERS MC MM p-�'' p •
<br /> 0 e 6-'- Designed ByHoriz iti2._communitytrans��� P MAI SEAWAY TRANSIT CENTER_ 2707 COLBY AVENUE,SUITE 900 �_ RE'CIS(ER�,, Checked By 10/td�19 Vert 1"-10 Sheet No.
<br /> • EVERETT WA 98201 r' -0/0NAL Elk- BC 10/14/19 - 45
<br /> ' 425.252.7700 1800.615.9900 MProved BY Project Number 71
<br /> ou No. Dote Revision By APPA /0/141j,,,q _ 20160067.001 BUS SHELTER PLATFORM PLAN of Tote,
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