|
GENERAL NOTES: UNDERGROUND UTILITY STRUCTURES DESIGN LOADING CRITERIA
<br /> 1. ALL CONSTRUCTION SHALL CONFORM TO THESE PLANS AND SPECIFICATIONS AND 15. THE CONTRACTOR SHALL PLACE CONSTRUCTION DEBRIS CONTROL DEVICES, 1. ALL UNDERGROUND AND AT GRADE STRUCTURES INCWDING MANHOLES, CATCH
<br /> THE CURRENT VERSION OF THE CITY OF EVERETT STANDARDS. BOOMS, TARPAULINS AND OTHER DEVICES AS NECESSARY TO PREVENT DEBRIS BASINS, HAND HOLES, VAULTS, CLEANOUTS AND OTHER STRUCTURES, INCLUDWG
<br /> FROM ENTERING THE WATER, AND AIR BORNE MATERIALS FROM LEAVING THE ALL RINGS, COVERS, HATCHES, GRATES AND OTHER FEATURES WHICH MAY APPLY,
<br /> 2. CONTRACTOR SHALL VERIFY ALL LEVELS, DIMENSIONS, AND EXISTING CONDITIONS IMMEDIATE VICINITY OF THE SITE THE CONTRACTOR SHALL BE RESPONSIBLE FOR SHALL BE CONTRACTOR DESIGNED. ALL VAULTS EXCEPT FOR VAULTS PUDPVI,
<br /> W THE FIELD BEFORE PROCEEDING. CONTRACTOR SHALL NOTIFY THE ENGINEER CLEANUP OF ANY MATERIALS DEPOSITED OUTSIDE THE WORK AREA. PUDPV2 AND PDV1 SHALL BE CONTRACTOR DESIGNED TO WITHSTAND LOADING
<br /> OF ANY DISCREPANCIES OR FIELD CHANGES PRIOR TO INSTALLATION OR CRITERIA FOR 7HE TAYLOR "BIG RED" THDC-976 CONTAWER HANDLER SHOWN ON
<br /> FABRICATION. IN CASE OF DISCREPANCIES BETWEEN THE EXISTING CONDITIONS 16. MAINTAIN UTIUTY SERVICE TO EXISTING BUILDINGS, UTILITIES AND FIRE HYDRANTS SHEET 51.3. VAULTS PUDPVI, PUDPV2 AND PDV1 SHALL BE CONTRACTOR
<br /> AND THE PLANS, THE CONTRACTOR SHALL OBTAIN DIRECTION FROM THE DURING CONSTRUCTION UNLESS NOTED OTHERWISE OR APPROVED BY THE DESIGNED TO WITHSTAND LOADING CRITERIA FOR THE AASHTO HS 25 TRUCK SHOWN
<br /> ENGINEER BEFORE PROCEEDING. DIMENSIONS AND CALLOU?5 NOTED AS PLUS OR ENGINEER. INSTALL NEW UTILITY LINES TO POINTS OF CONNECTION TO EXISTING ON SHEET 51.3.
<br /> MINUS (t) OR (REF) INDICATE UNVERIFIED DIMENSIONS AND ARE APPROXIMATE. UTILI7l' LWE PRIOR TO DEMOLITION OF THE EXISTING LINES, UNLESS NOTED �
<br /> NOTIFY THE ENGWEER IMMEDIATELY OF CONFLICTS OR EXCESSNE VARIATIONS OTHERWISE. WATER SERVICE SHUTDOWNS WILL BE LIMITED TO 2 HOURS FOR LID CASTING AND FRAME SHALL BE 200 KIP PROOF TEST LOAD RATED PER
<br /> FROM AS INDICATED. NOTED DIMENSIONS TAKE PRECEDENCE OVER SCALED EACH UTILITY CROSSOVER AND SHALL BE COORDINATED WITH THE ENGINEER. AASHTO M306.
<br /> DIMENSIONS - DO NOT SCALE THE PLANS. POWER AND COMMUNICATION SHUTDOWNS SHALL BE LIMITED AND SHALL BE
<br /> COORDINATED WITH THE ENGINEER. SEE SPECIFICATIONS FOR FURTHER CONTRACTOR SHALL SUBMIT STAMPED AND SIGNED SHOP DRAWINGS AND
<br /> 3. ALL LOCATIONS OF EXISTING STRUCTURES AND UTILITIES SHOWN HEREIN HAVE SHUTDOWN REQUIREMENTS. CALCULATIONS COMPLETED BY A WASHINGTON STATE REGISTERED PROFESSIONAL
<br /> BEEN OBTAINED FROM AVAILABLE RECORDS AND SHOULD, THEREFORE, BE ENGINEER FOR APPROVAL BY THE ENGINEER PRIOR TO FABRICATION OF ALL
<br /> o CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE 17. CONTRACTOR-INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE PORT UNDERGROUNO UTILITY STRUCTURES. SHOP DRAWINGS AND CALCULATIONS PROVIDED
<br /> w RESPONSIBILI7l' OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON BY THE CONTRACTOR SHALL ADDRESS BUOYANCY AND SOIL BEARING PRESSURE.
<br /> � OF ALL UTILITY LOCATIONS SHOWN AND TO FURTHER DISCOVER AND AVOID SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT.
<br /> w OTHER UTILITIES NOT SHOWN HEREIN WHICH MAY BE AFFECTED BY THE 2. STANDARD PLAN REFERENCES AND MANUFACTURER MODEL NUMBERS FOR
<br /> z IMPLEMENTATION OF THIS PLAN. THE CONTRACTOR SHALL POTHOLE OR 18. THE CONTRACTOR SHALL TAKE NECESSARY MEASURES TO PREVENT INTERRUPTION UNDERGROUND UTILITY STRUCTURES ARE INTENDED TO PROVIDt INTERIOR
<br /> ¢ OTHERWISE CONFIRM EXISTING CONDITIONS, SPECIFICALLY PIPE SIZES PRIOR TO OF OPERATIONS AND PROTECT ALL EXISTING SURFACES/STRUCTURES TO REMAIN GEOMETRY AND INTENT ONLY. THE CONTRACTOR SHALL INCREASE REQUIRED
<br /> �
<br /> � CONSTRUCTION, AND BRING ANY CONFLICTS BETWEEN EXISTING CONDITIONS AND AT THE FACILITY DURING CONSTRUCTION. DETAILS SHALL BE PRESENTED IN THE REINFORCING AND WALL THICKNESS, AND CHANGE ACCESS GRATE AND COVER AS
<br /> � NEW WORK TO THE ENGWEER'S ATTENTION. CONTRACTOR'S WORK PLAN. REQUIRED TO ACCOMMODATE LOADING CRITERIA REQUIREMENTS.
<br /> z
<br /> � 4. THE EXISTING SOUTH TERMINAL WHARF STRUCTURE AND SITE UTILITIES HAVE 19. PROJECT NORTH AS INDICATED ON THESE DRAWINGS IS FOR CONVERSATIONAL 3. REFER TO THE GEOTECHNICAL ENGINEERING DESIGN STUDY DATED DECEMBER 6,
<br /> o� UNDERGONE NUMEROUS REPAIR AND UPGRADE PROJECTS SINCE THE TIME OF GENERAL DIRECTIONAL REFERENCE. BEARINGS NOTES ON DRAWINGS ARE RELATIVE 2017 PREPARED BY HART CROWSER FOR SOIL DESIGN CRITERIA.
<br /> 'm THE ORIGINAL CONSTRUCTION. THESE REPAIRS MAY NOT ALL BE REFLECTED IN TO TRUE NORTH.
<br /> � THESE CONTRACT DOCUMENTS. REFERENCE DRAWINGS FOR THESE CONTRACTS 4. DEAD LOAD SHALL BE APPLIED TO ALL STRUCTURES, WHICH INCLUDES THE WEIGHT
<br /> � ARE AVAILABLE FROM THE PORT OF EVERETT. 20. CONTRACTOR SHALL BE RESPONSIBLE FOR ERECTION STABILITY AND TEMPORARY OF THE CONSTRUCTION MATERIALS AND THE SOIL.
<br /> � SUPPORT AS NECESSARY. DETAILED CONSTRUCTION PLANS SHALL BE PREPARED
<br /> ii 5. A COPY OF THE PLANS SHALL BE ON-SITE WHENEVER CONSTRUCTION IS IN BY THE CONTRACTOR AND APPROVED BY THE PORT PRIOR TO MOBILIZATION. 5. LIVE LOADS SHALL BE APPLIED TO ALL STRUCTURES TO ACT SIMULTANEOUSLY AND
<br /> � PROGRESS. THROUGHOUT THE PROGRESS OF THE WORK OF THIS CONTRACT, IN COMBINATION WITH DEAD LOADS, SOIL LOADS AND HYDROSTATIC PRESSURE.
<br /> ? THE CONTRACTOR SHALL MAWTAIN AN ACCURATE RECORD OF ALL CHANGES IN 21. SOUTH TERMINAL WHARF IS A SECURE PORT FACILITY. ALL PERSONNEL
<br /> � THE CONTRACT DOCUMENTS. UPON THE COMPLETION OF THIS CONTRACT, THE ACCESSING THE FACILITY SHALL HAVE CURRENT TWIC CARDS AND/OR ESCORT. 6. MEASURED DEPTH TO GROUNDWATER IN THE UPLAND AREAS OF THE SOUTH
<br /> o CONTRACTOR SHALL PROVIDE ONE COMPLETE SEr OF RECORD DOCUMENTS TO SEE SPECIFICATIONS FOR ADDITIONAL SPECIAL ACCESS AND WORK ZONE TERMINAL WHARF RANGES 6.5 TO 11.5 FEET BELOW GROUND SURFACE (BGS
<br /> � THE PORT OF EVERETT. REQUIREMENTS ELEVATION APPROXIMATELY +11' TO +6' MLLW DATUM). DEWATERING MAY BE
<br /> p REQUIRED FOR INSTALLATION OF UTILITY LINES AND STRUCTURES DEPENDING UPON
<br /> W 6. THE CONTRACTOR SHALL LOCATE ALL UTILITIES WITHIN THE PROJECT SITE PRIOR 22 SOUTH TERMINAL WHARF IS ON THE WASHINGTON STATE DEPARTMENT OF LOCATION, TIME OF YEAR AND TIDE ELEVATION. SEE SPECIFICATIONS AND SOIL AND
<br /> �i TO WORK. CONTRACTOR SHALL CONTACT 811 "CALL BEFORE YOU DIG" AND AN ECOLOGY LIST OF CONTAMINATED SITES AND IS CURRENTLY IN THE MTCA GROUNDWATER MANAGEMENT PLAN FOR ADDITIONAL GROUNDWATER WFORMATION.
<br /> o, INDEPENDENT LOCATING SERVICE TO LOCATE ALL UTILITIES AT LEAST 48 HOURS CLEANUP PROCESS. REFER TO THE SOIL AND GROUNDWATER MANAGEMENT PLAN
<br /> � PRIOR TO WORK. IN APPENDIX B OF THE SPECIFICATIONS FOR ADDiTIONAL INFORMATION. A B B R E V I AT I O N S
<br /> �
<br /> � 7. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS OF EXISTING 23. SEE DRAWING G3.1 FOR SURVEY CONTROL AND DATUM INFORMATION. REFER TO SHEET G1.2 FOR ABBREVIATi0N5.
<br /> - STRUCTURES AND OTHER FEATURES THAT MAY IMPACT THE WORK. CONTRACTOR
<br /> o SHALL BRING ANY CONFLICTS TO THE ENGINEER'S ATTENTION PRIOR TO 24. SEE ALSO STRUCTURAL GENERAL NOTES ON SHEETS 51.1-51.3.
<br /> �".. BEGINNING AFFECTED WORK.
<br /> d
<br /> Y
<br /> 0 8. ANY DAMAGE TO EXISTING UTILITIES, OTHER FACILITIES OR EQUIPMENT DUE TO
<br /> � THE CONTRACTOR'S NEGLIGENCE, EXCEPT FOR ITEMS DESIGNATED FOR
<br /> oEMa��T�oN, SHA�� BE PROMPT�� REPA�REo BY THE �oNTRA�TOR AT H�S LE G E N D: R E F E R E N C E S Y M B 0 L:
<br /> EXPENSE. THIS INCLUDES ITEMS OUTSIDE THE WORK AREA AND WITHIN THE
<br /> � PORT OF EVERETT PROPERTY THAT ARE DAMAGED BY CONSTRUCTION ACTIVITIES � BORE HOLE : CONTOUR LWE SECTION OR ELEVATION
<br /> o DURWG EXECUTION OF THIS CONTRACT. � MONUMENT WELL x-• aF EXISTING CHAINUNK FENCE # DETAIL #
<br /> � D4 WATER VALVE - �HW - - oHw EXISTING OVERHEAD WIRE LWE
<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 o- WATER SPIGOT EXISTING SANITARY SEWER LINE
<br /> R CONDITIONS MATCH INFORMATION SHOWN ON THE PLANS, SPECIFICALLY THE -ss ss Ci.O C1.1 G1.0 G1.1
<br /> O SANITARY SEWER MANHOLE � � #��
<br /> a LOCATION, ELEVATIDN, DIAMETER, AND MATERIAL OF EXISTING PIPE. CONTRACTOR --�cP uca EXISTING UNDERGROUND POWER LINE SHEET
<br /> � � STORM DRAIN MANHOLE SHEET # SHEET # W�iERE DETAIL SHEET �
<br /> SHALL CONTACT THE ENGINEER IF DISCREPANCIES ARE DISCOVERED. w w EXISTING WATER LINE WHERE SECTION WHERE SECTION IS CALLED FROM WHERE DEiAIL
<br /> � o TELEPHONE RISER
<br /> - Fo EXISTING FBER OPTIC OR ELEVATION OR ELEVATION OCCURS / OCCURS
<br /> � 10. ALL ACTNATION AND DEACTIVATION OF UTILITIES SHALL BE COORDINATED WITH � GUY ANCHOR IS CALLED FROM /
<br /> THE UTILITY AND THE PORT ENGINEER IN ADVANCE. PROVIDE A MINIMUM OF 3 E�+ --�. so EXISTING STORM DRAIN
<br /> � � ELECTRIC METER J
<br /> DAYS ADVANCE WRITTEN NOTICE TO THE UTILITY AND PORT ENGINEER. �
<br /> � P-� LUMINARE -BP-- BP BURIED POWER LINE y PROJECT
<br /> �
<br /> 11. SHORING AND EXCAVATION SHALL BE IN ACCORDANCE WITH STATE AND FEDERAL T ? T TELEPHONE LINE NORTH
<br /> m REQUIREMENTS. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. � w WATER LINE X SECTION DETAIL NORTH ARROW INDICATES
<br /> w
<br /> 0 12 THE CONTRACTOR SHALL KEEP ALL STREETS AND VEHICULAR TRAFFIC AREAS EX PIPE SLOPE TRUE NORTH
<br /> a USED FOR THIS WORK CLEAN AT ALL TIMES, SEE SPECIFICATIONS FOR X X SCALE: 1/2" = 1'-0"
<br /> o ADDITIONAL REQUIREMENTS. � PROPOSED PIPE SLOPE DIRECTION
<br /> � 13. CONTRACTOR IS RESPONSIBLE FOR ANY TRAFFIC CONTROLS REQUIRED DURING EX GRADE SLOPE DIRECTION
<br /> <o THE DURATION OF THIS PROJECT, PER CONTRACTOR'S OPERATION. ALL TRAFFIC � PROPOSED GRADE SLOPE DIRECTION
<br /> � CONTROL SHALL BE IN ACCORDANCE WITH THE MANUAL OF UNIFORM TRAFFIC
<br /> Z CONTROL DEVICES.
<br /> �
<br /> 0 14. CONTRACTOR SHALL BE AWARE OF FACILITY OPERATION REQUIREMENTS AND
<br /> � SHALL COORDINATE ACCESS TO THE SITE WITH THE ENGINEER. CONTRACTOR
<br /> � SHALL MAINTAIN TENANT ACCESS AT ALL TIMES AND SHALL NOT RESTRICT R E C 0 R D D RAW I N G S
<br /> � TENANT OPERATIONS WITHOUT APPROVAL OF THE ENGINEER.
<br /> J
<br /> ¢ IF SHEET IS LESS THAN 22x34
<br /> � REDUCE SCALE ACCORDINGLY
<br /> �
<br /> w
<br /> � �ao�Ect tNc��NE�a� scn__�. �W;;. 'J0.
<br /> w RECORDCONDITIONS PORT OF EVERETT
<br /> z N. WATSON AS SHOWN
<br /> ILLUSTRATED IN THESE ■
<br /> � Porto P�"SREF�E�T "S1ONE°A� °"` SOUTH TERMINAL WHARF &
<br /> � J. BECKER 12/08/2017 �= vo
<br /> w INFORMATION
<br /> � �� PROVIDEDBYTHE ELECTRICAL UPGRADES-PHASE 2 �-a-oo,-06
<br /> � e�syzo Nw at_co�o oHnw vc: �anwa ev c�ecK�o ev
<br /> W 16015thAvenue,Suite1300 Q G3/3�/'e Nw Con�oRMED �Rnw�;s CONTRACTOR.RECORD L LEMONS N. WATSON �� _C'
<br /> � 3�x 53a Seatt,e,Wash;�gto�98101 GENERAL NOTES, LEGEND & �� MT-sT-zo»-��
<br /> o - - -- 8 �2ioai-� Nw �ssuE� �oR au a�<� �=_HMi� CONDITIONS WERE NO a������� ��
<br /> � -v:� W� �r?�E (206)382-0600 Faxczo6,382-osoo UTILITY STRUCTURE LOADING �-__ �0 4 �F ,85
<br /> o ;�-2�` 25�-3 5� VERIFIEDBYENGINEER.
<br /> PROIECTN0.1600120 No. �n-e Br R[v�sor� r�o. oa'e a� R�vs-os
<br /> d
<br />
|