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

SE 1 /4, NE 1 /4 SEC 11 , T. 28 N., R. 4 E., W.M. GENERAL NOTES: STORM DRAINAGE NOTES: 1. ALL NEW CATCH BASINS, SHALL HAVE VANED GRATES 1. NO PART OF THE DRAINAGE JTJI EM SHALL BE COVERED, PER WSDOT STD. PLAN B-30.30-01, UNLESS CONCEALED, OR PUT INTO USE UNTIL IT HAS BEEN INSPECTED, OTHERWISE NOTED. TEJ I EU, AND ACCEPTED BY THE CITY OF EVERETT. 2. THE OFFSETS AND COORDINATES OF ALL CATCH 2. ALL WORK AND MATERIAL SHALL CONFORM TO THE CITY OF BASINS ARE MEASURED TO CENTER OF STRUCTURE, EVERETT STANDARDS AND STANDARD SPECIFICATIONS OF UNLESS OTHERWISE NOTED. WSDOT/APWA. 3. ALL EXISTING STORM DRAIN PIPE AND EXISTING CATCH 3. APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN SCALE BASINS SHOWN IN THESE PLANS ARE TO BE PROTECTED OBTAINED FROM AVAILABLE RECORDS AND ARE SHOWN FOR • • • • • UNLESS OTHERWISE NOTED. CONVENIENCE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ■ ■ ■ ■ ■ VERIFICATION OF LOCATIONS AND TO AVOID DAMAGE TO ANY 20 0 20 40 ADDTDONAL UTIUTIES SHOWN. IF CONFLICTS WITH EXISTING UTILITIES FEET ARISE DURING CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE =560.64i PUBUC WORKS INSPECTOR AND ANY CHANGES REQUIRED SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO COMMENCEMENT OF RELATED CONSTRUCTION ON THE PROJECT. 4. ALL STORM SYSTEMS WITHIN THE PUBUC RIGHT-OF-WAY OR IN CONSTRUCTION NOTES: EASEMENTS MUST BE STAKED BY SURVEY FOR UNE AND GRADE PRIOR TO STARTING CONSTRUCTION. 0 CONNECT PIPE TO EXISTING STRUCTURE. 5. ALL CATCH BASIN GRATES MUST BE STENCILED OR STAMPED "DUMP NO WASTE, DRAINS TO WETLAND." O REPLACE EXISTING GRATE WITH SOUD LOCKING COVER PER WSDOT STD. PLAN B-30.20. 6. NO CONNECTION TO THE EXISTING MAINS WILL BE ALLOWED EXCEPT BY MEANS OF AN APPROVED BACKFLOW PREVEMION DEVICE O ADJUST CATCH BASIN TO FINAL GRADE. PRIOR TO SATISFACTORY FLUSHING, TESTING. DISINFECTION, AND '\ RECEIPT OF SATISFACTORY BACTERIOLOGICAL TEST RESULTS. 0 PAVEMENT RESTORATION PER C.O.E. STD. DWG. 316. 7. CONNECTIONS TO AND TAPS ON EXISTING MAINS WILL BE MADE \\ O 6• SEWER CLEANOUT TYPE 1 PER C.O.E. STD. DWG. BY THE PUBUC WORKS DEPARTMENT AT THE CONTRACTOR'S 604. \.\ EXPENSE. THE PUBUC WORKS DEPARTMENT SHALL BE GIVEN AT \ IFA�T 5 BUSINESS DAYS NOTICE FOR EACH CONNECTION. THE O 6• SEWER CLEANOUT TYPE 2 PER C.O.E. STD. DWG. \\ PUBUC WORKS DEPARTMENT SHALL THEREAFTER DETERMINE THE 604. \ DATE AND TIME AT WHICH THE CONNECTION SHALL BE MADE. \ \\ 8. ALL WORK AND MATERIALS MUST CONFORM TO CITY OF EVERETT N O \\ STANDARDS. E-557.50\\ 9. A PRE—CONSTRUCTION MEETING SHALL BE HELD WITH THE CITY `s1' \ \ PRIOR TO THE START OF CONSTRUCTION. THE CITY OF EVERETT 0 0 ii ¢ '' OT\ PUBUC WORKS CONSTRUCTION DIVISION MUST BE NOTIFIED AT I FART E ' . `� ` ,2, 24 HOURS PRIOR TO COMMENCEMENT OF CONSTRUCTION. z . �,/,' JG O \\\ 10. THE CONTRACTOR OR THE CONTRACTORS'S AUTHORIZED AGENT ' \ SHALL NOTIFY THE PUBUC WORKS DEPARTMENT OF A PERSON WHO a 0 \ \ CAN BE CONTACTED REGARDING PROBLEMS DURING CONSTRUCTION S ' • \\\ ON A 24 HOUR BASIS. 9 / ' \--� 11. MAINTAIN A MINIMUM OF 10 FEET HORIZONTAL AND 18 INCHES o '..J O\ 03 �� VERTICAL SEPARATION BETWEEN POTABLE AND NON-POTABLE i �.- CONVEYANCE SYSTEMS. W ....,��` 12. ALL CITY OF EVERETT VALVES SHALL BE OPERATED BY PUBUC V,J 11 ��_ WORKS DEPARTMENT PERSONNEL ONLY. ALL VALVES, NEW AND S \��s __ EXISTING, SHALL BE ACCESSIBLE AT ALL TIMES. ,01 Olaj . ` O 8, ' Vim\ \ `` BiACKROCK FIBvZ 00 _ - MH 1 . , I Ss =w_1e W W w w 75TII ST SW w w w ua g w w w w- ` Q �� `\\`_ S$"- ----'BRASS DISH WITH PUNCH, 1 E,P 15fi6' rr Q Ob` . _ — 59 00 0''S x s' "° 60+00 . -_ 61 00 .._ / 62 00 63 00 E 1`= U F r — — r, • ...-.,, A. `� 201 DRNEWAY CONC. .Ev;F,._t; n� Y CC\... � �� ._ __, s r zssa II 3}00 e \ 2+00 U 3� © • I' CB 262. 11'-E \ +OO Y. a __ �-�dD _ - d ` ,OLL CURB TO ( I E 12'DI BUT _ 1 r �� iiOROL1E0 CURB TO S IE 12'CONC E-559 aC' �— CUT 2T ,a ^P� r T '._. -. r' - F, +`t CB 2669 TYPE I CUT�__ C11L — - �T z T � —.r.J 2 I _CB 20 GE=562.29 — T �c ow AEPH4 I 14 SEE DWG. FF2 p; 'E Q ASPHALT I c IE 12•CONC W=558.72 I PLANT - ¢ E IE,6'CONC E=556.67 PLANTER CB #19 = GRASS W I `-� I w r GRASS______.-_.__.___ SEE DWG. FP2 a C.,INUNKI 'CNAINLIN ' CONC. I o BUILDING I© I I I I I v-.I.so gJRB I I I I I L . 1 el ry I L 1_ 1—{a—_i 0 1 t All I Q I I ill II CALL 2 BUSINESS DAYS BEFORE YOU DIG i,pp7:i:3� E I 1 800 424 5555 V x UTIUTIES UNDERGROUND LOCATION CENTER I U Dow ng No. E Drawn By Dote SCALE COMMUNITY TRANSIT 0, liV Perteet cr—, o 60%SUBMITTAL MMC 7/7/16 DR3 De Boris SEAWAY TRANSIT CENTER 425-252-770011-800615-9900 communitytransit NOT FOR MM MN 7/7/16 -2D 0° CONSTRUCTION Checked By Vert Sheet No. R Everett,2707 Colby Avenue,98201 900 sn1;l•y,� BC L2/,6 / No. Date Revision By Appr. Washington "°°'°•°' Project Number016DRAINAGE P LAN ,Total 20110155.016