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<br />1. ALL CONSTRUCTION SHALL CONFORM TO THESE PLANS AND SPECIFICATIONS AND
<br />THE CURRENT VERSION OF THE CITY OF EVERETT STANDARDS.
<br />2. CONTRACTOR SHALL VERIFY ALL LEVELS, DIMENSIONS, AND EXISTING CONDITIONS
<br />IN THE FIELD BEFORE PROCEEDING. CONTRACTOR SHALL NOTIFY THE ENGINEER
<br />OF ANY DISCREPANCIES OR FIELD CHANGES PRIOR TO INSTALLATION OR
<br />FABRICATION. IN CASE OF DISCREPANCIES BETWEEN THE EXISTING CONDITIONS
<br />AND THE PLANS, THE CONTRACTOR SHALL OBTAIN DIRECTION FROM THE
<br />ENGINEER BEFORE PROCEEDING. DIMENSIONS AND CALLOUTS NOTED AS PLUS OR
<br />MINUS (±) OR (REF) INDICATE UNVERIFIED DIMENSIONS AND ARE APPROXIMATE,
<br />NOTIFY THE ENGINEER IMMEDIATELY OF CONFLICTS OR EXCESSIVE VARIATIONS
<br />FROM AS INDICATED. NOTED DIMENSIONS TAKE PRECEDENCE OVER SCALED
<br />DIMENSIONS ® DO NOT SCALE THE PLANS.
<br />3. ALL LOCATIONS
<br />OF EXISTING STRUCTURES AND UTILITIES SHOWN HEREIN HAVE
<br />BEEN OBTAINED
<br />FROM AVAILABLE RECORDS AND SHOULD, THEREFORE, BE
<br />CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE
<br />RESPONSIBILITY
<br />OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY
<br />OF ALL UTILITY
<br />LOCATIONS SHOWN AND TO FURTHER DISCOVER AND AVOID
<br />OTHER UTILITIES
<br />NOT SHOWN HEREIN WHICH MAY BE AFFECTED BY THE
<br />IMPLEMENTATION
<br />OF THIS PLAN® THE CONTRACTOR SHALL POTHOLE OR
<br />OTHERWISE CONFIRM
<br />EXISTING CONDITIONS, SPECIFICALLY PIPE SIZES PRIOR TO
<br />CONSTRUCTION,
<br />AND BRING ANY CONFLICTS BETWEEN EXISTING CONDITIONS AND
<br />NEW WORK TO
<br />THE ENGINEER'S ATTENTION.
<br />4. THE EXISTING SOUTH TERMINAL WHARF STRUCTURE AND SITE UTILITIES HAVE
<br />UNDERGONE NUMEROUS REPAIR AND UPGRADE PROJECTS SINCE THE TIME OF
<br />THE ORIGINAL CONSTRUCTION. THESE REPAIRS MAY NOT ALL BE REFLECTED IN
<br />THESE CONTRACT DOCUMENTS, REFERENCE DRAWINGS FOR THESE CONTRACTS
<br />ARE AVAILABLE FROM THE PORT OF EVERETT.
<br />5. A COPY OF THE PLANS SHALL BE ON —SITE WHENEVER CONSTRUCTION IS IN
<br />PROGRESS. THROUGHOUT THE PROGRESS OF THE WORK OF THIS CONTRACT,
<br />THE CONTRACTOR SHALL MAINTAIN AN ACCURATE RECORD OF ALL CHANGES IN
<br />THE CONTRACT DOCUMENTS. UPON THE COMPLETION OF THIS CONTRACT, THE
<br />CONTRACTOR SHALL PROVIDE ONE COMPLETE SET OF RECORD DOCUMENTS TO
<br />THE PORT OF EVERETT.
<br />6. THE CONTRACTOR SHALL LOCATE ALL UTILITIES WITHIN THE PROJECT SITE PRIOR
<br />TO WORK, CONTRACTOR SHALL CONTACT 811 "CALL BEFORE YOU DIG" AND AN
<br />INDEPENDENT LOCATING SERVICE TO LOCATE ALL UTILITIES AT LEAST 48 HOURS
<br />PRIOR TO WORK.
<br />7o THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS OF EXISTING
<br />STRUCTURES AND OTHER FEATURES THAT MAY IMPACT THE WORK, CONTRACTOR
<br />SHALL BRING ANY CONFLICTS TO THE ENGINEER'S ATTENTION PRIOR TO
<br />BEGINNING AFFECTED WORK,
<br />8. ANY DAMAGE TO EXISTING UTILITIES, OTHER FACILITIES OR EQUIPMENT DUE TO
<br />THE CONTRACTOR'S NEGLIGENCE, EXCEPT FOR ITEMS DESIGNATED FOR
<br />DEMOLITION, SHALL BE PROMPTLY REPAIRED BY THE CONTRACTOR AT HIS
<br />EXPENSE. THIS INCLUDES ITEMS OUTSIDE THE WORK AREA AND WITHIN THE
<br />PORT OF EVERETT PROPERTY THAT ARE DAMAGED BY CONSTRUCTION ACTIVITIES
<br />DURING EXECUTION OF THIS CONTRACT.
<br />9. PRIOR TO LAYING PIPE, THE CONTRACTOR SHALL EXPOSE EXISTING WATER,
<br />STORM WATER AND SEWER PIPING AT CONNECTION POINTS TO VERIFY THAT FIELD
<br />CONDITIONS MATCH INFORMATION SHOWN ON THE PLANS, SPECIFICALLY THE
<br />LOCATION, ELEVATION, DIAMETER, AND MATERIAL OF EXISTING PIPE. CONTRACTOR
<br />SHALL CONTACT THE ENGINEER IF DISCREPANCIES ARE DISCOVERED.
<br />10, ALL ACTIVATION AND DEACTIVATION OF UTILITIES SHALL BE COORDINATED WITH
<br />THE UTILITY AND THE PORT ENGINEER IN ADVANCE. PROVIDE A MINIMUM OF 3
<br />DAYS ADVANCE WRITTEN NOTICE TO THE UTILITY AND PORT ENGINEER,
<br />11. SHORING AND EXCAVATION SHALL BE IN ACCORDANCE WITH STATE AND FEDERAL
<br />REQUIREMENTS. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.
<br />12a THE CONTRACTOR SHALL KEEP ALL STREETS AND VEHICULAR TRAFFIC AREAS
<br />USED FOR THIS WORD CLEAN AT ALL TIMES, SEE SPECIFICATIONIS FOR
<br />ADDITIONAL REQUIREMENTS.
<br />13. CONTRACTOR IS RESPONSIBLE FOR ANY TRAFFIC CONTROLS REQUIRED DURING
<br />THE DURATION OF THIS PROJECT, PER CONTRACTOR'S OPERATION® ALL TRAFFIC
<br />CONTROL SHALL BE IN ACCORDANCE WITH THE MANUAL OFUNIFORM TRAFFIC
<br />CONTROL DEVICES,
<br />ft
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<br />Seattle, Washing -ton 98101
<br />PROJECT NO. 1600120
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<br />16, MAINTAIN UTILITY SERVICE TO EXISTING BUILDINGS, UTILITIES AND FIRE HYDRANTS
<br />DURING CONSTRUCTION UNLESS NOTED OTHERWISE OR APPROVED BY THE
<br />ENGINEER. INSTALL NEW UTILITY LINES TO POINTS OF CONNECTION TO EXISTING
<br />UTILITY LINE PRIOR TO DEMOLITION OF THE EXISTING LINES, UNLESS NOTED
<br />OTHERWISE. WATER SERVICE SHUTDOWNS WILL BE LIMITED TO 2 HOURS FOR
<br />EACH UTILITY CROSSOVER AND SHALL BE COORDINATED WITH THE ENGINEER.
<br />POWER AND COMMUNICATION SHUTDOWNS SHALL BE LIMITED AND SHALL BE
<br />COORDINATED WITH THE ENGINEER. SEE SPECIFICATIONS FOR. FURTHER
<br />SHUTDOWN REQUIREMENTS.
<br />17. CONTRACTOR— INITIATED CHANGES SHALL BE SUBN41TTED IN WRITING TO THE PORT
<br />R APPROVAL PRIORFABRICATION
<br />SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT.
<br />18. THE CONTRACTOR SHALL TAKE NECESSARY MEASURES TO PREVENT INTERRUPTION
<br />OF OPERATIONS AND PROTECT ALL EXISTING SURFACES/STRUCTURES TO REMAIN
<br />AT THE FACILITY DURING CONSTRUCTION. DETAILS SHALL BE PRESENTED IN THE
<br />CONTRACTOR'S WORK PLAN.
<br />19. PROJECT NORTH AS INDICATED ON THESE DRAWINGS IS FOR CONVERSATIONAL
<br />GENERAL DIRECTIONAL REFERENCE. BEARINGS NOTES ON DRAWINGS ARE RELATIVE
<br />TO TRUE NORTH.
<br />21. SOUTH TERMINAL WHARF IS A SECURE PORT FACILITY. ALL PERSONNEL
<br />ACCE SSING THE FACILITY SHALL HAVE CURRENT TWIC CARDS AND/OR ESCORT.
<br />SEE SPECIFICATIONS FOR ADDITIONAL SPECIAL ACCESS AND WORK ZONE
<br />REQUIREMENTS.
<br />22. SOUTH TERMINAL WHARF IS ON THE WASHINGTON STATE DEPARTMENT OF
<br />ECOLOGY LIST OF CONTAMINATED SITES AND IS CURRENTLY IN THE MTCA
<br />CLEANUP PROCESS. REFER TO THE SOIL AND GROUNDWATER MANAGEMENT PLAN
<br />IN APPENDIX B OF THE SPECIFICATIONS FOR ADDITIONAL INFORMATION.
<br />24. SEE ALSO STRUCTURAL GENERAL NOTES ON SHEETS S1.1—S103.
<br />LEGEND:
<br />BORE HOLE_O—
<br />MONUMENT WELL
<br />X_X
<br />CLIF
<br />WATER VALVE
<br />. OHW _ _
<br />OHW
<br />WATER SPIGOT
<br />SS
<br />0 SANITARY SEWER MANHOLE
<br />STORM DRAIN MANHOLE
<br />TELEPHONE RISER
<br />-- GUY ANCHOR
<br />FBEM ELECTRIC METER
<br />— — -- - SD
<br />SD
<br />LUMINARE
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<br />A 12/08/17 NW ISSUED FORBID AND PERMIT.
<br />NO. DATE I BY I REVISION
<br />NO. I DATE I BY I REVISION
<br />1, ALL UNDERGROUND AND AT GRADE STRUCTURES INCLUDING MANHOLES, CATCH
<br />BASINS, HAND HOLES, VAULTS, CLEANOUTS AND OTHER STRUCTURES, INCLUDING
<br />ALL RINGS, COVERS, HATCHES, GRATES AND OTHER FEATURES WHICH MAY APPLY,
<br />SHALL BE CONTRACTOR DESIGNED TO WITHSTAND LOADING CRITERIA SHOWN IN THE
<br />STRUCTURAL SCHEDULE ON SHEET S1.3.
<br />LID CASTING AND FRAME SHALL BE 200 KIP PROOF TEST LOAD RATED PER
<br />AASHTO M306a
<br />CONTRACTOR SHALL SUBMIT STAMPED AND SIGNED SHOP DRAWINGS AND
<br />CALCULATIONS COMPLETED BY A WASHINGTON STATE REGISTERED STRUCTURAL
<br />ENGINEER FOR APPROVAL BY THE ENGINEER PRIOR TO FABRICATION OF ALL
<br />UNDERGROUND UTILITY STRUCTURES, SHOP DRAWINGS AND CALCULATIONS PROVIDED
<br />BY THE CONTRACTOR SHALL ADDRESS BUOYANCY AND SOIL BEARING PRESSURE.
<br />2. STANDARD PLAN REFERENCES AND MANUFACTURER MODEL NUMBERS FOR
<br />UNDERGROUND UTILITY STRUCTURES ARE INTENDED TO PROVIDE INTERIOR
<br />GEOMETRY AND INTENT ONLY® THE CONTRACTOR SHALL INCREASE REQUIRED
<br />REINFORCING AND WALL THICKNESS, AND CHANGE ACCESS GRATE AND COVER AS
<br />REQUIRED TO ACCOMMODATE LOADING CRITERIA REQUIREMENTS.
<br />o REFER TO THE GEOTECHNICAL ENGINEERING DESIGN STUDY DATED DECEMBER 6,
<br />2017 PREPARED BY HART CROWSER FOR SOIL DESIGN CRITERIA.
<br />4. DEAD LOAD SHALL BE APPLIED TO ALL STRUCTURES, WHICH INCLUDES THE WEIGHT
<br />OF THE CONSTRUCTION MATERIALS AND THE SOIL.
<br />5a LIVE LOADS SHALL BE APPLIED TO ALL STRUCTURES TO ACT SIMULTANEOUSLY AND
<br />IN COMBINATION WITH DEAD LOADS, SOIL LOADS AND HYDROSTATIC PRESSURE.
<br />6. MEASURED DEPTH TO GROUNDWATER IN THE UPLAND AREAS OF THE SOUTH
<br />TERMINAL WHARF RANGES 6.5 TO 11.5 FEET BELOW GROUND SURFACE (BGS
<br />ELEVATION APPROXIMATELY + 1 1 ' TO +6' MLLW DATUM). DEWATERING MAY BE
<br />REQUIRED FOR INSTALLATION OF UTILITY LINES AND STRUCTURES DEPENDING UPON
<br />LOCATION, TIME OF YEAR AND TIDE ELEVATION. SEE SPECIFICATIONS AND SOIL AND
<br />GROUNDWATER MANAGEMENT PLAN FOR ADDITIONAL GROUNDWATER INFORMATION.
<br />ABBREVIATIONS
<br />REFER TO SHEET G1.2 FOR ABBREVIATIONS.
<br />CONTOUR LINE
<br />EXISTING CHAINLINK FENCE
<br />EXISTING OVERHEAD WIRE LINE
<br />EXISTING SANITARY SEWER LINE
<br />EXISTING UNDERGROUND POWER LINE
<br />EXISTING WATER LINE
<br />EXISTING FIBER OPTIC
<br />EXISTING STORM DRAIN
<br />BURIED POWER LINE
<br />TELEPHONE LINE
<br />WATER LINE
<br />EX PIPE SLOPE
<br />PROPOSED PIPE SLOPE DIRECTION
<br />EX GRADE SLOPE DIRECTION
<br />PROPOSED GRADE SLOPE DIRECTION
<br />SECTION OR ELEVATION
<br />SHEET-- SHEET
<br />WHERE SECTION WHERE SECTION
<br />OR ELEVATION OR ELEVATION OCCURS
<br />IS CALLED FROM
<br />all
<br />SCALE:
<br />AS SHOWN
<br />DATE.
<br />12/8/2D17
<br />CHECKED BY:
<br />N. WATSON
<br />SCALE. 1 /2" m V-0"
<br />IF SHEET IS LESS THAN 22x3
<br />REDUCE SCALE ACCORDINGLY
<br />DWG. NO, G1 w3
<br />CIP NO.
<br />1--6-001—®®6 --
<br />PROJECT
<br />NO. MT— ST-2O 17-1 1
<br />SHEET NO. 4 OF 176
<br />
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