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<br /> ' SE 1/4, NE 1/4 SEC 11 , T. 28 N,, R. 4 E., W.M.
<br /> SCALE
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<br /> 10 0 10 20
<br /> FEET
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<br /> STRUCTURAL DRAWINGS
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<br /> • �i�� - •ARCHITECTURAL AND u- Y.- ,� �� 2'x2' TOOLED 2 �u> ,E��' •
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<br /> I I I / iiY ' n., -70,44,40�a I Sifore Y 'e.r .+1 •A:• �1`i i: ;-2'x2' TOOLED JOINT _ .J ¢ y_i ,i. -1 - ,.�
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<br /> m I,�—� I I 'I I. RELOCATE EXISTING LUMINAIRE & ORELOCATE EXISTING LUMINAIRE. �'r • `� I - I�I I I I - I ��'1'�� /
<br /> j� am. p _ I. - I I - _ TRASH RECEPTACLE. CONTRACTOR TO • CONTRACTOR TO VERIFY THAT I IE/US BAD' 2 •° I I _ • I { I '„�
<br /> E / B U BAY .I 1 o— I VERIFY THAT LUMINAIRE POLE IS LUMINAIRE POLE IS CENTERED Q.I. 1 1 - • • /
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<br /> z" / - CENTERED ON THE EXPANSION JOINT. I - I I • Imo_ • _
<br /> o /. ON THE EXPANSION JOINT. '.f / -- - _ _ ____'t_ ___ _L_--- 1 + "�'"
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<br /> CONSTRUCTION NOTES
<br /> °' 2' WIDE DETECTABLE/TRUNCATED DOME WARNING LEGEND
<br /> . GENERAL NOTES: OO STRIP-YELLOW. _5,
<br /> ref az 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
<br /> COLOR WITH MEDIUM BROOM FINISH. TROWELED JOINTS. NEW CONCRETE PAVEMENT
<br /> 0 2. TROWELED TOOL JOINT FINISH REQUIRED ALONG CURE LINES, DETECTABLE k
<br /> TRUNCATED DOME WARNING STRIPS CONTRACTION JOINTS AND ALL O EXPANSION JOINT WITH PREMOLDED JOINT FILLER PER A- NEW CONCRETE WALKWAY
<br /> m EXPANSION JOINTS. WSDOT STD. PLAN F-30.10-03 WITH TOOL/TROWELED .�_ LANDSCAPING
<br /> 3. SEE DETAIL DWG PV1 FOR TRANSIT CENTER PLATFORM CONCRETE FINISH. (DETAIL E) '
<br /> = THICKNESS.
<br /> 4. SEE DWG PV1 FOR PAVEMENT AND SIDEWALK THICKNESS. O4 OPERATOR COMFORT STATION, SEE ARCHITECTURAL & HH HAND HOLE
<br /> _ 5. SLOPES GIVEN ARE APPROXIMATE. ACTUAL SLOPES VARY, SEE GRADING STRUCTURAL PLANS.
<br /> I- . PLA FORM - BUS AREA - PLAN FOR SnE ELEVATION CONTROL X CHAIN LINK FENCE
<br /> 6. SEE DWG'S. PV1-PV4 FOR CURB TYPE. 5 O SEAT WALL, SEE DETAIL DWG PD4.
<br /> S SEAT WALL SEE w 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 O SEE VALLEY GUTTER DETAIL, DWG PD2.
<br /> DWG PD4 I m SECTION DETAIL. CONTRACTION JOINTS
<br /> S \\\ _ I 3 9. SEE ARCHITECTURAL. STRUCTURAL, AND OTAK SWIFT BRT STRUCTURAL 7 12
<br /> 1.4% 9 S PLANS FOR SHELTERS, WINDSCREENS, BUILDING, FOOTINGS, AND ICONIC O BIKE RACK. ".=I.. SPOT ELEVATIONS
<br /> 0.5% ,L 2 % -', •e .- O CONSTRUCT 6"THICK CONCRETE PUD ACCESS DRIVE
<br /> 7'. , 5 10. PRIO- TO CO TR TIO CO TRA TOR SHALL V 'IFY ALL AWC.T, (15' WIDE) GROUND SLOPE
<br /> o, LUMINAIRE AND AMENITY LOCATIONS TO HELP ENSURE APPROPRIATE
<br /> o ////)/J j/j/j// /// REPLACEMENT BETWEEN SHELTERS. O9 SEE INTEGRAL CURB DETAIL PER DETAIL DWG PV3. V///////A REMOVE ANDCR REPLACE
<br /> EXISTING
<br /> 11.RESTORE ALL EXISTING IRRIGATION AND LANDSCAPING DISTURBED BY THIS
<br /> 10
<br /> " PROJECT TO PRE-PROJECT CONDITIONS. EXISTING IRRIGATION COMPONEN SEE DWG PD1 FOR CONCRETE PAVEMENT TRANSIT LOOP
<br /> f� Y.
<br /> `"- MAY BE REUSED IF FEASIBLE AND MUST BE REPLACED IF DAMAGED. DETAIL. SAWCUT
<br /> RESTORE SOIL, LANDSCAPE PLANTINGS, ROCK, AND MULCH DISTURBED
<br /> SECTION C—C DURING CONSTRUCTION. EXISTING PLANTS MAY BE MOVED AND REPLANTED 11 SEE DWG PV1 FOR HMA PAVEMENT DETAIL. 5
<br /> e IF FEASIBLE, OR REPLACED IF DAMAGED.
<br /> 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 /> 13 CIP WALL.
<br /> CONSTRUCTION SEQUENCING:
<br /> 1. SAWCUT AND REMOVE EXISTING CONCRETE WALKWAY AND 14 2' WIDE DETECTABLE/TRUNCATED DOME WARNING
<br /> g REMOVE SURFACE FEATURES CALLED OUT FOR RELOCATION. STRIP-BLACK.
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<br /> r- 5 2. INSTALL SHELTERS, BELOW GROUND UTILITIES, AND RELOCATED 15 1/4" SAWCUT EXPANSION JOINT FILLED WITH JOINT
<br /> SURFACE FEATURES. SEALER.
<br /> 0 3. REPLACE CONCRETE WALKWAY AND MATCH EXISTING 2'x2' I 811 .
<br /> —NAVD8S-
<br /> 9 TOOLED JOINT PATTERN. MAX SLOPE 2.0%. 16 INSTALL BLACK/STENCIL PLATFORM GRAPHIC AT EACH
<br /> 11.>< SWIFT SHELTER. SEE SHEET BSP4 FOR DETAILS.
<br /> 4. RESTORE ALL DISTURBED LANDSCAPED AREA TO MATCH Know what's below. I
<br /> 3 PREVIOUS CONDITIONS.
<br /> r 2j Call before you dig.
<br /> 3/16/17 CHANGE ORDER NO.1-RESPONSE TO CRY PERMIT COMMENTS MC DS -V ,1 Drawing No.
<br /> 4 Drown ByDote SCALE COMMUNITY TRANSIT
<br /> o ^ 7/22/19 RECORD DRAWING REVISIONS AY E RT E E T �� �9m mmcDesigned
<br /> 10/14/19 B S P 2
<br /> r /.5\ 9/23/19 ADDITIONAL BUS SHELTERS MC MM P Q.-•" --p 4 a+ �/ i %/
<br /> IIII��T omm��n,tvlydncit P 54923 �' Oe�M°� ,oi,4i,9 "a"z,-,a' SEAWAY TRANSIT CENTER c ��'
<br /> 2707 COLBYAVENUE,SUITE 900
<br /> gFCISTER,s% Checked By Vert Sheet No.
<br /> R EVERETT,WA 98201 + 7 ��NNAL E�G� BC 10/14/IN 45
<br /> O No. Dote Bev'isioe By Appr. 425.252.7700 1800.615.9900 /��1 J Approved By Pre 00 I°oo;` BUS SHELTER PLATFORM PLAN 71
<br /> (VA 1.0,9 of Total
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