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GENERAL NOTES: PROJECT DESCRIPTION:
<br /> 1. DATUM: CONTRACTOR SHALL CONDUCT ITS OPERATIONS IN A MANNER THAT WILL MINIMIZE DEMOLISH THE EXISTING FLOATS A, B, AND A PORTION OF C. INSTALL A NEW 500-FOOT
<br /> INTERFERENCE WITH MARINA AND/OR PORT ACTIVITIES. IF THE CONTRACTOR'S FUEL FLOAT IN SUPPORT OF THE REDEVELOPMENT OF THE PORT OF EVERETT CENTRAL
<br /> 3= A. VERTICAL DATUM: MLLW CONSTRUCTION EQUIPMENT (E.G., DREDGE, TUG, BARGES, WORKBOATS, ANCHORS, MARINA. THE MAKEUP of THE PROJECT AREA IS MIXED URBAN AND IS A COMMERICAL
<br /> E 2 LINES, ETC) HINDER MOVEMENT OUTSIDE THE CONTRACTOR WORK LIMITS, THE USE AREA.
<br /> m m (l B. HORIZONTAL DATUM: NAD83/11 EQUIPMENT SHALL IMMEDIATELY BE MOVED TO FACILITATE MARINA ACTIVITIES.
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<br /> N 2. TIDE LEVELS: 12. ALL LOCATIONS of EXISTING STRUCTURES AND UTILITIES SHOWN HEREIN HAVE BEEN
<br /> d d OBTAINED FROM AVAILABLE RECORDS AND SHOULD, THEREFORE, BE CONSIDERED
<br /> a ; HAT 13.17' APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE RESPONSIBILITY OF /�ODES AND DESIGN CRITERIA:
<br /> •� N MHHW 11.09' THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY L
<br /> > N MHW 10.21' LOCATIONS SHOWN AND TO FURTHER DISCOVER AND AVOID OTHER UTILITIES NOT
<br /> W 00 MLLW 0.0' SHOWN HEREIN WHICH MAY BE AFFECTED BY THE IMPLEMENTATION of THIS PLAN.
<br /> 0 3 m ELW -4.5' THE CONTRACTOR SHALL POTHOLE OR OTHERWISE CONFIRM EXISTING CONDITIONS,
<br /> >.m C) SPECIFICALLY PIPE SIZES PRIOR TO CONSTRUCTION, AND BRING ANY CONFLICTS 1. FIRE PROTECTION SYSTEM:
<br /> C1 N BETWEEN EXISTING CONDITIONS AND NEW WORK TO THE ENGINEER'S ATTENTION.
<br /> W 3. SURVEY: TOPOGRAPHIC SURVEY AND CONTROL PROVIDED BY DAVID EVANS AND A. FIRE PROTECTION SHALL ADHERE TO THE FOLLOWING CODE:
<br /> �J ASSOCIATES MARCH 29th, 2022. 13. A COPY of THE PLANS SHALL BE ON-SITE WHENEVER CONSTRUCTION IS IN A.A. NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 303, 30A, 10, 25, 72, 14.
<br /> PROGRESS. THROUGHOUT THE PROGRESS of THE WORK of THIS CONTRACT, THE A.B. INTERNATIONAL FIRE CODE (IFC) 2018, CHAPTER 36 FOR MARINAS
<br /> 4. BATHYMETRY: BATHYMETRIC SURVEY WAS COMPLETED FOR THE PORT OF EVERETT BY CONTRACTOR SHALL MAINTAIN AN ACCURATE RECORD OF ALL CHANGES IN THE
<br /> PACIFIC GEOMATIC SERVICES INC. IN JANUARY 2020. CONTRACT DOCUMENTS. UPON THE COMPLETION OF THIS CONTRACT, THE B. FIRE DEPARTMENT CONNECTION (FDC) WILL BE SPACED NO FURTHER THAN 150' (NFPA 14).
<br /> CONTRACTOR SHALL PROVIDE ONE COMPLETE SET OF CONTRACTOR REDLINE
<br /> 5. EXISTING STRUCTURES: AS-BUILT MARK-UPS To THE PORT OF EVERETT. C. FIRE EXTINGUISHERS ON THE FUEL FLOAT SECTION WILL MAINTAIN A MINIMUM RATING OF
<br /> 40-B AND WILL BE PLACED IN PAIRS SUCH THAT NO PERSON WILL BE FURTHER THAN 30'
<br /> A. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS OF EXISTING STRUCTURES AND 14. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS OF EXISTING STRUCTURES FROM A FIRE EXTINGUISHER. THE NON FUELING SECTION OF THE FLOAT WILL HAVE FIRE
<br /> UTILITIES THAT MAY IMPACT THE WORK. AND OTHER FEATURES THAT MAY IMPACT THE WORK. CONTRACTOR SHALL BRING ANY EXTINGUISHERS WITH A MINIMUM RATING OF 4A (CLASS A EXTRA-HAZARD) AND WILL BE
<br /> CONFLICTS TO THE ENGINEER'S ATTENTION PRIOR To BEGINNING AFFECTED WORK. SPACED SUCH THAT No PERSON WILL BE FURTHER THAN 75' FROM A FIRE EXTINGUISHER
<br /> B. CONTRACTOR SHALL COORDINATE WITH THE ENGINEER IF THERE ARE ANY (NFPA 303, NFPA 10).
<br /> CONFLICTS BETWEEN PROPOSED WORK AND EXISTING STRUCTURES To REMAIN 15. ANY DAMAGE TO EXISTING UTILITIES, OTHER FACILITIES OR EQUIPMENT DUE TO THE
<br /> ON-SITE. CONTRACTOR'S NEGLIGENCE, EXCEPT FOR ITEMS DESIGNATED FOR DEMOLITION, SHALL 2. SAFETY EQUIPMENT:
<br /> BE PROMPTLY REPAIRED BY THE CONTRACTOR AT THEIR EXPENSE. THIS INCLUDES
<br /> 6. UTILITIES: ITEMS OUTSIDE THE WORK AREA AND WITHIN THE PORT OF EVERETT PROPERTY THAT A. EMERGENCY SWIM LADDERS WILL BE SPACED AT 200' FOR WORK AREAS (UFC 4-152-01).
<br /> ARE DAMAGED BY CONSTRUCTION ACTIVITIES DURING EXECUTION OF THIS CONTRACT.
<br /> D. CONTRACTOR SHALL PROTECT-IN-PLACE ALL UTILITIES THAT ARE NOT INDICATED B. WASHINGTON STATE CODE REQUIRES LIFE RINGS AT MAX INTERVALS OF 200' AND BE
<br /> FOR DEMOLITION. 16. ALL ACTIVATION AND DEACTIVATION OF UTILITIES SHALL BE COORDINATED WITH THE CO-LOCATED WITH SWIM LADDERS (ASCE MREP).
<br /> UTILITY AND THE ENGINEER IN ADVANCE. PROVIDE A MINIMUM OF 7 DAYS ADVANCE
<br /> 7. IN WATER WORK: WRITTEN NOTICE TO THE UTILITY AND ENGINEER. C. SIGNS STATING THE FOLLOWING ARE REQUIRED: LOCATIONS OF FIRST AID FACILITIES,
<br /> z A. ALL WORK SHALL BE PERFORMED BY EQUIPMENT LOCATED ON PORT OF EVERETT. 17. THE CONTRACTOR SHALL KEEP ALL MARINA AREAS, STREETS AND VEHICULAR TRAFFIC TELEPHONES, FIRE FIGHTING EQUIPMENT, EMERGENCY EQUIPMENT, AND FIRE EXITS. A SIGN
<br /> PROPERTY. CONTRACTOR SHALL SUBMIT MARINE WORK PLAN PRIOR TO THE START AREAS USED FOR THIS WORK CLEAN AT ALL TIMES, SEE SPECIFICATIONS FOR SHOULD ALSO INCLUDE TELEPHONE NUMBERS OF CLOSE AMBULANCE SERVICE, HOSPITAL,
<br /> OF WORK. ADDITIONAL REQUIREMENTS. CONTRACTOR IS RESPONSIBLE FOR ANY TRAFFIC POLICE, AND FIRE DEPARTMENT (NFPA 30A).
<br /> CONTROLS REQUIRED DURING THE DURATION OF THIS PROJECT, PER CONTRACTOR'S N 3. POTABLE WATER I B. WATER WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE PROJECT OPERATION. ALL TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE MANUAL of
<br /> PERMITS. UNIFORM TRAFFIC CONTROL DEVICES. A. THE WATER SYSTEM WILL CONFORM To THE 2018 UNIFORM PLUMBING CODE. MATERIALS FOR
<br /> I
<br /> 0 8. TESC: 18. CONTRACTOR SHALL BE AWARE OF MARINA OPERATION REQUIREMENTS AND SHALL WATER PIPING AND FITTINGS SHALL COMPLY WITH THE APPLICABLE STANDARD REFERENCED IN
<br /> 73 COORDINATE ACCESS TO THE SITE WITH THE ENGINEER. TABLE 604.1 OF THE 2018 UNIFORM PLUMBING CODE.
<br /> A. THE TESC FACILITIES SHOWN IN THESE PLANS SHALL BE CONSTRUCTED PRIOR TO
<br /> THE START OF WORK. THE FACILITIES SHOWN ARE THE MINIMUM REQUIREMENTS 19. MAINTAIN UTILITY SERVICE TO EXISTING FUEL DOCK, MARINA SLIPS, BUILDINGS, 4. SANITARY SEWER
<br /> FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE UTILITIES AND FIRE HYDRANTS DURING CONSTRUCTION UNLESS NOTED OTHERWISE OR
<br /> TESC FACILITIES SHALL BE UPGRADED AS NEEDED TO ENSURE THAT NO APPROVED BY THE ENGINEER. INSTALL NEW UTILITY LINES To POINTS OF A. A NEW SANISAILOR SEWER PUMP OUT SYSTEM WILL BE INSTALLED ON THE APPROACH FLOAT
<br /> CONSTRUCTION DEBRIS LEAVES THE SITE OR ENTERS THE WATER. ANY CONNECTION To EXISTING UTILITY LINE PRIOR To DEMOLITION of THE EXISTING PRIOR TO THE WIDER FUEL FLOAT, THIS WILL INCLUDE A SIMILAR CONFIGURATION AS IS
<br /> CONSTRUCTION DEBRIS THAT LEAVES THE PROJECT WORK AREA LIMITS OR ENTERS LINES, UNLESS NOTED OTHERWISE. WATER SERVICE SHUTDOWNS WILL BE LIMITED TO CURRENTLY UTILIZED ON THE APPROACH To THE FUEL FLOAT WITH SOME EXPANSION of THE
<br /> THE WATER SHALL BE RETRIEVED BY THE CONTRACTOR IMMEDIATELY. 2 HOURS FOR EACH UTILITY CROSSOVER AND SHALL BE COORDINATED WITH THE PUMPING LOCATIONS. THIS SYSTEM WILL INCLUDE A MASTERLINE X400 MAIN PUMP, A D-503
<br /> o ENGINEER. POWER AND COMMUNICATION SHUTDOWNS SHALL BE LIMITED AND SHALL DUMP STATION, TWO HOSE CARTS, AND THREE STANCHIONS. FURTHER ANALYSIS AND
<br /> B. THE TESC FACILITIES SHALL BE INSPECTED DAILY BY THE CONTRACTOR AND BE COORDINATED WITH THE ENGINEER. SEE SPECIFICATIONS FOR FURTHER SHUTDOWN ALTERNATIVE PRODUCTS WILL BE CONSIDERED AS THE DESIGN PROGRESSES. SEWER WILL BE
<br /> OBSERVATIONS SHALL BE DOCUMENTED IN WRITING. ANY ISSUES OBSERVED REQUIREMENTS. PUMPED To THE EXISTING SYSTEM AND TIED INTO THE EXISTING PIPING LOCATED ON THE
<br /> o DURING DAILY INSPECTIONS SHALL BE REPORTED TO THE ENGINEER AND MARGINAL FLOAT.
<br /> i MAINTENANCE SHALL BE PERFORMED AS NECESSARY TO ENSURE CONTINUED 20. CONTRACTOR-INITIATED CHANGES SHALL BE SUBMITTED IN WRITING To THE PORT
<br /> o; FUNCTION OF ALL TESC FACILITIES. FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON 5. STORM WATER
<br /> o SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT.
<br /> 9. ALL CONSTRUCTION SHALL CONFORM To THESE PLANS AND SPECIFICATIONS AND THE o A. FLOAT SYSTEM DOES NOT REQUIRE STORM WATER IMPROVEMENTS. STORM WATER WILL CURRENT VERSION OF THE CITY OF EVERETT STANDARDS. 21. THE CONTRACTOR SHALL TAKE NECESSARY MEASURES TO PREVENT INTERRUPTION OF
<br /> OPERATIONS AND PROTECT ALL EXISTING SURFACES/STRUCTURES TO REMAIN AT THE CONTINUE TO DISCHARGE DIRECTLY TO WATERWAY ON FLOAT.
<br /> 10. CONTRACTOR SHALL VERIFY ALL LEVELS, DIMENSIONS, AND EXISTING CONDITIONS IN FACILITY DURING CONSTRUCTION. DETAILS SHALL BE PRESENTED IN THE
<br /> THE FIELD BEFORE PROCEEDING. CONTRACTOR SHALL NOTIFY THE ENGINEER of ANY CONTRACTOR'S WORK PLAN. B. UPLAND DISTURBANCE IS LIMITED TO TRENCHING ONLY (300 SF) AND DOES NOT TRIGGER
<br /> DISCREPANCIES OR FIELD CHANGES PRIOR TO INSTALLATION OR FABRICATION. IN STORM WATER IMPROVEMENTS. EXISTING STORM WATER INFRASTRUCTURE WILL COLLECT STORM
<br /> 3 CASE OF DISCREPANCIES BETWEEN THE EXISTING CONDITIONS AND THE PLANS, THE 22. CONTRACTOR SHALL BE RESPONSIBLE FOR ERECTION STABILITY AND TEMPORARY WATER RUNOFF FROM THE REPLACED HARD SURFACES.
<br /> 2 CONTRACTOR SHALL OBTAIN DIRECTION FROM THE ENGINEER BEFORE PROCEEDING. SUPPORT AS NECESSARY. DETAILED CONSTRUCTION PLANS SHALL BE PREPARED BY
<br /> DIMENSIONS AND CALLOUTS NOTED AS PLUS OR MINUS (f) OR (REF) INDICATE THE CONTRACTOR AND APPROVED BY THE PORT PRIOR To MOBILIZATION. 6. EXTERIOR LIGHTING
<br /> N UNVERIFIED DIMENSIONS AND ARE APPROXIMATE. NOTIFY THE ENGINEER IMMEDIATELY
<br /> U OF CONFLICTS OR VARIATIONS FROM AS INDICATED. NOTED DIMENSIONS TAKE The following are Source Control A. AVERAGE FOOTCANDLE LEVELS SHALL BE APPROXIMATELY 0.5 TO 1.OFC ALONG PEDESTRIAN
<br /> o PRECEDENCE OVER SCALED DIMENSIONS - DO NOT SCALE THE PLANS. Manual for Western Washington that may apply site: PATHWAYS. SELECTED LUMINAIRE OPTICS WILL LIMIT SPILLOVER TO THE GREATEST EXTENT
<br /> o ❑S434BMPsforpockWashing(operationalBMPcleaningprocedures) POSSIBLE. ALL LUMINAIRES WILL BE DARK-SKY COMPLIANT.
<br /> 1 1. MARINA ACTIVITIES SHALL TAKE PRIORITY OVER THE CONTRACTOR'S OPERATIONS. THE ❑S439 BMPs for In-Water and Over-Water Fueling(operational BMPs)
<br /> ❑S427 BMPs for Storage of Liquid,Food Wastes,or Dangerous Waste Containers❑
<br /> Note that if the site plans to store chemicals on-site that are in drums or smaller
<br /> containers,a secondary containment system should be used(i.e.,a permanent install
<br /> F a or removable
<br /> secondary containment).
<br /> ❑S455 BMPs for Spill Prevention and Cleanup IF SHEET IS LESS THAN 22x34
<br /> E (Note that a spill kit should be located within 25 feet of any fueling). REDUCE SCALE ACCORDINGLY
<br /> RN. WATSONENGINEER: SCALE: PORT OF EVERETT °W N G� 2 w
<br /> - � o,<*ess�gl� N. W AS SHOWN
<br /> ti DESIGNED BY: DATE:
<br /> Port of =g'~� �'� ES PETERsoN DATE 2023 CENTRAL MARINA FUEL DOCK CP NO.
<br /> EVERETT1Tff 2-°-073-Q1
<br /> DRAWN BY: CHECKED BY: C
<br /> 16015thAvenue,Suite 1300 �slm�a��o ati B. MACHUS S. STAINER PROJECT c
<br /> GENERAL NOTES N W
<br /> N P.O. BOX 538 Seattle,Washington 98101 ® 04/11/2023 SS ISSUED FOR PERMIT REVIEW �a1r11�'' APPROVED BY: MR-GM-2023-°1
<br /> EVERETT, WA 98206
<br /> °= (206)382-0600 Fax(206)382-0500 AA
<br /> o/ (425) 259-3164 PROJECT NO.1600120 NO. I DATE I BY I REVISION NO. I DATE I BY I REVISION SHEET NO. 03 OF
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