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7505 SEAWAY BLVD SEPA 016 - 034 - SEAWAY TRANSIT CENTER Plans 2025-04-22
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7505 SEAWAY BLVD SEPA 016 - 034 - SEAWAY TRANSIT CENTER Plans 2025-04-22
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Last modified
4/22/2025 7:47:29 AM
Creation date
4/22/2025 7:36:36 AM
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Address Document
Street Name
SEAWAY BLVD
Street Number
7505
Tenant Name
SEPA 016 - 034 - SEAWAY TRANSIT CENTER
Address Document Type
Plans
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• • SE 1 /4, NE 1 /4 SEC 11 , T. 28 N., R. 4 E., W.M. <br /> SCALE <br /> 10 0 10 20 <br /> FEET <br /> rill BUS AREA ►.wal PLATFORM llINA- <br /> -.0 BUS AREA "...] <br /> —1.78% �11.5% —� <br /> a �--+--r1 —2.52% <br /> cc ar —1.90% —.— <br /> . e <br /> >//7////////////////�////// <br /> SECTION D—D <br /> CENTER ISLAND <br /> N.T.S. <br /> LEGENQ <br /> NEW HMA PAVEMENT CONSTRUCTION NOTES <br /> E •• NEW CONCRETE PAVEMENT O 2' WIDE DETECTABLE/TRUNCATED DOME WARNING STRIP. <br /> 2 <br /> O CONTRACTION JOINT TO BE 3/16- WIDE BY 1/2' DEEP <br /> NEW CONCRETE WALKWAY TROWELED JOINTS. <br /> + -I' LANDSCAPING 0 EXPANSION JOINT WITH PREMOLDED JOINT FILLER PER <br /> WSDOT STD. PLAN F-30.10-01 WITH TOOL/TROWELED <br /> a ////i NO STOP WHITE PAINTED ZONE FINISH. (DETAIL E) <br /> X CHAIN LINK FENCE 0OPERATOR COMFORT STATION, SEE ARCHITECTURAL & <br /> Ifl STRUCTURAL PLANS. <br /> EXPANSION JOINTS <br /> N CONTRACTION JOINTS O SEAT WALL, SEE DETAIL DWG PD2. <br /> a O PIINDSCANDNDETAIL THIS SLUES. SEE STRUCTURAL <br /> S <br /> 0 <br /> ca. 0 BIKE LOCKERS. <br /> ri O PLAZA LIGHT POLE FOUNDATION PER DWG C702 AND <br /> DETAILS THIS SHEET. <br /> z O SEE INTEGRAL CURB DETAIL PER DETAIL DWG PV2. <br /> E 10 SEE DWG PD1 FOR CONCRETE PAVEMENT TRANSIT LOOP <br /> TT DETAIL. <br /> u0SEE DWG PD1 FOR HMA PAVEMENT DETAIL <br /> 12 CONSTRUCT TRANSIT PLATFORM PER C.O.E. SIDEWALK <br /> F STD. (4- CEMENT CONC. OVER 2- CSTC. SEE SHEET PD2 <br /> FOR JOINT DETAILS. <br /> 1. <br /> N 13 SEE GUTTER DETAIL, DWG PD2. <br /> GENERAL NOTES: <br /> 1. TRANSIT PLATFORM AND SIDEWALKS CONCRETE <br /> y SHALL BE STANDARD GREY COLOR WITH MEDIUM <br /> o` BROOM FINISH. <br /> 2. TROWELED TOOL JOINT FINISH REQUIRED ALONG <br /> s. CURE LINES, DETECTABLE TRUNCATED DOME <br /> WARNING STRIPS CONTRACTION JOINTS AND ALL <br /> EXPANSION JOINTS.E <br /> 3. SEE DETAIL DWG FOR TRANSIT CENTER <br /> PLATFORM CONCRETE THICKNESS. <br /> IS <br /> 4. SEE DWG PV1 FOR PAVEMENT AND SIDEWALK <br /> THICKNESS. <br /> I <br /> 0 5. SLOPES GIVEN ARE APPROXIMATE. ACTUAL <br /> illim <br /> -El., SLOPES VARY, SEE GRADING PLAN FOR SITE il <br /> F ELEVATION CONTROL CALL 2 BUSINESS DAYS BEFORE YOU DIG <br /> ��� <br /> 6. SEE PV1—PV3 FOR CURB TYPE. <br /> E 1 800 424 5555 <br /> UUTILITIES UNDERGROUND LOCATION CENTER <br /> S <br /> E COMMUNITY TRANSIT Dawing Na. <br /> Perteet Drawn By Date �v F <br /> o�` — �o o 75%SUBMITTAL D;e,ynod By 9/27/16 NoN: BSP4 <br /> 425-252-770011-800-615-9900 communitytransl� NOT FOR ma 9/27/16 SEAWAY TRANSIT CENTER <br /> Checked By Vert Sheet No. <br /> 2707 ColbyAvenue,Suite 900 z CONSTRUCTION - <br /> r ,°b s�' BC 9/27/16 <br /> m No. Date Revision BY MDr. Everett,Washington 98201 Approved By P2011015tNumber <br /> 02b3er BUS SHELTER PLATFORM P LAN <br /> of Totol <br />
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