7505 SEAWAY BLVD SEPA 016 - 034 - SEAWAY TRANSIT CENTER Plans 2025-04-22

. • TRANSVERSE SE 1 /4, NE 1 /4 SEC 11 , T. 28 N., R. 4 E., W.M. SEE JOINT SEALING DETAIL SAWCUT WIDTH ° e. ° CORROSION RESISTANT SAWCUT WIDTH HOT POURED JOINT SEALANT(FROM • ° EPDXY COATING SAWCUT WIDTH )- TO y4" — / APPROVED LIST, SEE WSDOT T TO y�' _.,..I_ri ii i t ,,. CEMENT CONCRETE SLAB. Y ) TOP OF SEALANT COAT ENTIRE DOWEL WITH STANDARD SPEC. SECTION 9-04 PAVEMENT SURFACE APPROVED BOND BREAKER x" M• ° PAVEMENT SURFACE PAVEMENT SURFACE y, Tp • lo I DOWEL ` a 1`+ ° -° ° x. DOWEL BAR BASKET ° ° a a fl :____HLLI ° a \111PER WSDOT STD PLAN - ° ° vv, b - - a d a' _ ° o ° A-40.00-00 a z a . O - d F 1 .. °. a ° CRACK INDUCED DOWEL1-1/4 BAR i m e - ° n - aBY THE SAWCUT 1-1/4" DIAM. c .° d. a N _ °e a ° a ° .e.. ut° BACKER ROD °Oda. \ d' (ASTM D5249) ..4 GENERAL NOTES: i 1. EXPANSION, CONSTRUCTION AND ISOLATION JOINTS DO NOT SUBBASE .e a REQUIRE STAGE 1 SAWCUTS. ° d CRACK INDUCED CRACK INDUCED CRACK INDUCED REMAINING PORTION OF BY THE SAWCUT 2. PERFORM STAGE 2 SAWCUTS WITH BEVEL ON CONSTRUCTION BY THE SAWCUT ° BY THE SAWCUT STAGE 1 SAWCUT JOINTS. SEAL CONSTRUCTION JOINTS EXACTLY LIKE CONTRACTION JOINTS. STAGE 1 SAWCUT STAGE 2 SAWCUT 3. ROUT AND BEVEL EXPANSION AND ISOLATION JOINTS TO THE STAGE 2 SAWCUT DIMENSIONS. SEAL EXPANSION CONTRACTION JOINT DETAIL BUS LANE CONTRACTION JOINT SAWCUTTING ISOLATION JOINTS EXACTLY LIKE CONTRACTION JOIA NTS NTS. ND B TWO STAGE SAWCUT FOR TRANSVERSE JOINT DIRECTION OF TRAVEL 7 NTS - DRAINAGE STRUCTURE JOINT SEALING DETAIL - - - FRAME & GRATE 1' MIN. NTS LENGTH PER PLAN _ (SEE NOTE 1)- - TRANSVERSE JOINT (TYP), 4' PAVEMENT SURFACE a �INSTALL DOWEL BARS - c ) /1l■ICI■1\1 a ` LONGITUDINAL JOINT (TYP)- , d ° e d .e -- LONG TIE BAR 15z430 - `7 rr. t 4 a .CEM EMT CONCRETE SLAB ° d n 10' DEPTH CEMENT CONCRETE PAVEMENT - LONG 36' O.C. - - , - - ° a PRECASTIII � /� ii MIMI ll CONCRETE 4' CSTC I i I I I I -I I I I-I I I I — APAVERS ND/OR ffi WELDED WIRE MESH Z-- -Z ADJ R NGENT (SEE NOTE 3) i\/%��// / \ COMPACT NATIVE SOIL zimar, GRAVEL BORROW OR NTO 95%ATIVE IL - — z o_ CONCRETE PAVEMENT W = _ = TRANSIT LOOP DETAIL _ — a SEE NOTE 2 GENERAL NOTES: SECTION B—B NTS ca, - z N - w `� 1. MAINTAIN SLAB LENGTHS PER PLAN. SLABS MAY BE LENGTHENED AND SHORTENED E \ FLOWLINE - AND FOR GEOMETRIC AND SYMMETRICAL FEASIBILITY TO 1.5 TIMES STANDARD SLAB e 1 (SEE NOTE 4) LENGTH 18' TO RESOLVE CONFLICTS WITH STRUCTURES. _L. 2.PLACE A 3' LONG, #4, STEEL, EPDXY 3" HMA .1: 1 ___ COATED, BAR AT BOTH CORNERS OF THE STRUCTURE AT A DEPTH OF HALF THE ISOLATION SLAB THICKNESS. u I r t MAINTAIN A MINIMUM 3' CLEARANCE BETWEEN THE ♦��1 6 TO <1' BARS AND THE STRUCTURE, JOINTS, AND JOINT DOWELS. THE BARS F I'_._ —1' (SEE NOTE 4) MAY BE BENT TO ACHIEVE CLEARANCES.1. •••♦♦•♦♦♦•♦••♦♦♦1♦��.,...,a1 4' ATB MIN I MIN ♦��r�� B~ 3.USE GALVANIZED, WELDED WIRE MESH, W3 - 4' X 4'. ��♦ D MAINTAIN A 3- CLEARANCE BETWEEN THE WIRE MESH AND ALL • JOINTS, JOINT BARS, AND UTILITIES. 41111,* 1.5 4.EVENLY SPACE THE END DOWELS BETWEEN THE LONGITUDINAL JOINTS. a, U I 0 oa� < CEMENT CONCRETE PAVEMENT JOINT DETAIL JDO OINTOSUPPORTAN USE UNTIED LONGITUDINAL SEPARATE SUPPORTS NON EITHER SIDE T WITH A SOFRTHE (/^^n `) NTS UNTIED LONGITUDINAL JOINT. )L /C3(DLA.6.(70 . 6' CSBC E COMPACT NATIVE SOIL TO 95% \" /*oon9 \ ( It ly HMA PAVEMENT SECTION 2 NTS CALL 2 BUSINESS DAYS BEFORE YOU DIG �vo8s T V E 1 800 424 5555 x UTILITIES UNDERGROUND LOCATION CENTER I ti, U COMMUNITY TRANSIT Drawing No. Perteet Drown By ��F ar 10 0 75%SUBMITTAL °;9�°a ey 9/27/16 NO z PD 1 425-252-770011-800-615-9900 communitytranslt// NOT FOR MM 9/27/16 SEAWAY TRANSIT CENTER 2707CoIbyAvenue,Suite sm;e b.,`. CONSTRUCTION Checked°y 9/27/16BC yet PAVING, SIGNING Sheet No. Na. Date Nerf°Tan �, Mar Everett,Washington 98201 Approved By Project Number & C HAN N ELI ZATI O N DETAILS N 20110155.023 or Total