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GENERAL NOTES
<br />1. THE CITY OF GRAND ISLAND PUBLIC WORKS DEPARTMENT SECTION SHALL BE NOTIFIED A MINIMUM OF
<br />FORTY-EIGHT (48) BUSINESS HOURS IN ADVANCE OF INITIAL PROJECT CONSTRUCTION
<br />2. THE PERMITTEE IS RESPONSIBLE TO HAVE A PROJECT MANAGER BE RESPONSIBLE TO PROVIDE
<br />QUALITY CONTROL (DC) INSPECTION AND TESTING TO VERIFY THAT THE PUBLIC RIGHT-OF-WAY
<br />UNDER CONSTRUCTION IS IN CONFORMANCE WITH THE APPROVED PLANS AND SPECIFICATIONS.
<br />THE PERMITTEE 00 SHALL KEEP OPEN COMMUNICATION
<br />3. THE PERMITTEE SHALL ADHERE TO THE CURRENT CITY OF GRAND ISLAND STANDARD SPECIFICATIONS,
<br />APPROVED SPECIAL PROVISIONS, GRAND ISLAND STANDARD PLANS, RIGHT-OF-WAY CONSTRUCTION
<br />PROCEDURES MANUAL, AND THE GRAND ISLAND MUNICIPAL CODE.
<br />4. THE PERMITTEE SHALL NOTIFY ALL AFFECTED OWNERS OF ADJACENT PROPERTIES A MINIMUM OF
<br />FORTY-EIGHT (48) HOURS PRIOR TO BEGINNING OF CONSTRUCTION AND PROVIDE UPDATES TO THE
<br />AFFECTED OWNERS WHEN CONSTRUCTION PHASES CHANGE THAT AFFECT THE AREAS OF WORK
<br />ASSOCIATED WITH THE PERMIT.
<br />5. A CURRENT CITY ROW CONSTRUCTION PERMIT SHALL BE MAINTAINED ON EACH WORK SITE BY THE
<br />PERMITTEE AND CONTRACTOR.
<br />12 ANY FIELD ADJUSTMENTS TO INSTALLATION OF FACILITIES, WHICH VARY FROM THE PLANS
<br />THAT HAVE BEEN SUBMITTED AND AUTHORIZED DURING THE PERMIT APPLICATION
<br />PROCESS, SHALL COMPLY WITH THE FOLLOWING:
<br />(A) THE CONTRACTOR MUST STOP WORK IMMEDIATELY AND CONTACT THE PERMITTEE OC
<br />PERSONNEL.
<br />(B) THE PERMITTEE QC SHALL CONTACT THE CITY OF GRAND ISLAND AND PROVIDE THE
<br />DETAILS OF THE PROPOSED CHANGES.
<br />(C) THE CITY OF GRAND ISLAND WILL DECIDE ON HOW TO PROCEED. THIS DECISION
<br />MAY RANGE FROM APPROVAL OVER THE PHONE OR EMAIL TO HALTING THE PROJECT UNTIL
<br />PLANS CAN BE REVISED, AND APPROPRIATE REVIEW CAN BE CONDUCTED.
<br />13. ALL POTHOLES MADE IN CRY OF GRAND ISLAND PAVEMENTS FOR THE PURPOSE OF
<br />PERFORMING VACUUM EXCAVATIONS TO LOCATE UNDERGROUND UTILITIES SHALL BE
<br />RESTORED TO THEIR ORIGINAL CONDITION WRH THE REINSTATED CORE FLUSH WITH AND IN
<br />THE ORIGINAL ORIENTATION AS THE EXISTING SURFACE MATCHING EXISTING PAVEMENT
<br />SURFACE APPEARANCE.
<br />6. THE LOCATIONS OF ALL AERIAL AND UNDERGROUND UTILITY FACILITIES MAY NOT BE INDICATED 014 THE
<br />PROJECT PLANS. THE CONTRACTOR IS REQUIRED TO CONTACT THE NEBRASKA811 ONE CALL NOTIFICATION 14.
<br />CENTER (DIAL 811) FORTY-EIGHT (48) HOURS PRIOR TO WORKING IN THE CM' RIGHT OF WAY. NO
<br />EXCAVATION WILL BE PERMITTED IN THE AREA OF THE UNDERGROUND UTILITIES UNTIL ALL FACILITIES HAVE
<br />BEEN LOCATED AND IDENTIFIED TO THE SATISFACTION OF ALL PARTES. THE PERMITTEE SHALL BE
<br />RESPONSIBLE FOR PROTECTION OF ALL UNDERGROUND AND AERIAL UTILITIES AND INFRASTRUCTURE.
<br />15.
<br />7. WHENEVER UNDERGROUND FACILITIES ARE IN CLOSE PROXIMITY TO THE PROPOSED PATHWAY LOCATION
<br />OR WHENEVER THE VERTICAL LOCATION OF THE UNDERGROUND FACILITY IS UM(NOWN, THE PERMITTEE
<br />SHALL USE SPECIAL MEASURES TO DETERMINE THE LOCATIONS OF SUCH UNDERGROUND FACILITIES.
<br />(A) IF THE PERMITTER IS CONDUCTING THE EXCAVATION BY DIGGING FROM THE SURFACE,
<br />WHEN IN CLOSE PROXIMITY TO THE UNDERGROUND FACILITIES, THE PERMITTEE SHALL USE
<br />HAND DIGGING, HYDRO EXCAVATING, AIR EXCAVATING, OR ANY OTHER TECHNIQUES THAT ARE
<br />APPROVED BY THE CITY OF GRAND ISLAND TO LOCATE SUCH FACILITY.
<br />(B) IF THE PERMITTEE IS CONDUCTING THE EXCAVATION BY TUNNELING OR BORING, THE
<br />PERMITTEE SHALL DETERMINE THE VERTICAL LOCATION OF THE UNDERGROUND FACILITY BY
<br />POTHOLING, OR ANY OTHER METHOD APPROVED BY THE CITY OF GRAND ISLAND.
<br />8. IF THE UTILITY INSTALLATION DEVIATES FROM THE DESIGN, THE PERMITTEE IS RESPONSIBLE FOR
<br />VERIFYING WITH THE CITY OF GRAND ISLAND OR THE ENGINEER THAT TRAFFIC CONTROL PLAN
<br />(TCP) CHANGES ARE NOT REQUIRED. (REFER TO NOTE 812)
<br />9. PROJECT PLANS SHALL DIMENSION NEW FACILITIES BEING INSTALLED. MEASUREMENTS SHALL BE
<br />TAKEN FROM EXISTING ADJACENT VISIBLE STRUCTURES (CURBS, POLES, CABINETS, MANHOLES, INLETS,
<br />FIRE HYDRANTS, ETC.) CLEARLY IDENTIFYING LOCATION OF SUCH FACILITY. THE PERMITTED SHALL VERIFY
<br />DIMENSIONS TAKEN FROM CITY OF GRAND ISLAND FILES.
<br />10. UNLESS AGREED TO IN WRITING IN ADVANCE BY THE CITY OF GRAND ISLAND, THE DEPTH OF
<br />INSTALLED FACILITIES SHALL BE AS FOLLOWS.
<br />(A) FORTY-TWO (42) INCHES IN SOL
<br />(B) FORTY-TWO (42) INCHES BELOW A PROJECTED SLOPE FROM THE FLOW LINE OFA DITCH AT A
<br />THREE (3) HORIZONTAL AND ONE (1) VERTICAL SLOPE.
<br />(C) FORTY-EIGHT (48) INCHES UNDER A ROADWAY MEASURED FROM THE SURFACE OF SAID
<br />ROADWAY TO THE TOP OF THE INSTALLATION.
<br />(D) FORTY-EIGHT (48) INCHES UNDER A STORM WATER OR CREEK CHANNEL DESIGN BOTTOM OF
<br />PIPE, AND
<br />(E) MAINTAIN A MINIMUM OF TWENTY-FOUR (24) INCHES OF VERTICAL AND HORIZONTAL SPACING
<br />FROM EXISTING UTLITIES.
<br />(F) BE LOCATED AS FAR FROM THE EXISTING OR PROPOSED CURB LINE AS POSSIBLE TO AVOID
<br />POTENTIAL FUTURE CONFLICTS.
<br />Ti. THE CONTRACTOR SHALL FOLLOW CONSTRUCTION STANDARDS PERTAINING TO LATERAL CORRIDOR
<br />FACILITY PLACEMENT AND MINIMUM DEPTH REQUIREMENTS AND CLEARANCE REQUIREMENTS OF OTHER
<br />FACILITIES.
<br />ALL POTHOLES IN SIDEWALK PANELS WILL REQUIRE FULL PANEL REPLACEMENT. IF
<br />COLORED, TEXTURED, OR PATTERNED CONCRETE IS EXISTING, REPLACEMENT PANELS WILL
<br />BE REPLACED TO MATCH AS PRACTICABLE. OWNER MAYBE REQUIRED TO PUT MONEY INTO
<br />ESCROW TO COVER ALL REPAIRS PRIOR TO STARTING WORK.
<br />BRICK PAVERS SHALL BE REMOVED UNCUT AND INSTALLED IN WHOLE
<br />16. ALL NON -STREET SURFACE MATERIALS THAT ARE DISTURBED BY EXCAVATION AND
<br />BACKFILLING OPERATIONS SHALL BE REPLACED AND RESTORED TO PRECONSTRUCTION
<br />CONDITION.
<br />17. CITY STREET SURFACE MATERIALS DISTURBED SHALL BE BACKFILLED IN MAXIMUM OF 12'
<br />LIFTS, TAMPED, AND REPAVED BY CONTRACTOR HIRED BY PERMITTER.
<br />18. IF SIDEWALK, WHEELCHAIR RAMPS OR ANY PORTION OF THE PEDESTRIAN FACILITIES ARE
<br />REMOVED OR CLOSED, A PEDESTRIAN DETOUR SHALL BE ESTABLISHED AND MAINTAINED
<br />DURING THE TIME OF THE CLOSURE AND THE ENTIRE PEDESTRIAN FACILITY SHALL BE
<br />RESTORED WITHIN SEVENTY-TWO(72) HOURS, UNLESS THE CONTRACTOR PROVIDES A HARD
<br />SURFACE ALTERNATE ROUTE APPROVED BY THE CITY.
<br />19. THE PERMITTEE SHALL MAINTAIN A SET OF 'AS BULT PLANS ON SITE WITH DIMENSIONING.
<br />THESE PLANS SHALL BE PRESENTED UPON REQUEST TO ANY CITY OF GRAND ISLAND
<br />REPRESENTATIVE.
<br />20. FINAL 'RECORD DRAWING' PLANS AND BORING LOGS SHALL BE ELECTRONICALLY FILED WITH
<br />THE CITY WITHIN 30 BUSINESS DAYS OF THE COMPLETION OF THE PROJECT TO THE CITY OF
<br />GRAND ISLAND.
<br />21. ALL WORK ZONE TRAFFIC CONTROL, INCLUDING PEDESTRIAN CONTROL MEASURES, SHALL
<br />FOLLOW THE MUTCD, ADA AND THE CITY OF GRAND ISLAND STANDARD SPECIFICATIONS.
<br />PERMITTEE SHALL MAINTAIN COMPLETE VISIBILITY OF SIGNS, BARRICADES, AND OTHER
<br />WARNING DEVICES AT ALL TIMES.
<br />n.
<br />23.
<br />ALL PEDESTRIAN DETOURS SHALL BE PART OF AN APPROVED TRAFFIC CONTROL PLAN (TCP)
<br />WHEN THE CONTRACTOR IS NOT ACTNELY WORKING; ALL EQUIPMENT, FENCING, DEBRIS,
<br />ETC. SHALL NOT BE PLACED WITHIN THE TRIANGULAR AREA REQUIRED FOR SIGHT DISTANCE
<br />OF VEHICLES EXITING OR ENTERING AN ADJACENT PROPERTY OR INTERSECTION.
<br />24. ALL EXCAVATIONS SHALL BE ADEQUATELY FENCED AND COVERED WHEN CONTRACTOR IS
<br />NOT PRESENT, OR PROJECT SITE LEFT UNATTENDED.
<br />25.
<br />ANY HAZARD FOUND DURING TEARDOWN OF TEMPORARY TRAFFIC CONTROL SHALL BE
<br />REPORTED TO THE PERMITTEE QC AND TEARDOWN OF THE TRAFFIC DEVICES SHALL HALT.
<br />IN NO WAY SHALL PROTECTIVE BARRIERS BE REMOVED UNTIL ALL WORK IS COMPLETED AND
<br />ANY DANGER ELIMINATED.
<br />26. EXCAVATIONS THAT WILL BE OCCUPIED BY PERSONNEL SHALL BE MADE IN ACCORDANCE
<br />WITH THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) CONSTRUCTION
<br />STANDARD -29 CFR PART 1928, SUBPART P -EXCAVATIONS. OSHA STATES THAT A SOIL SHALL
<br />BE RECLASSIFIED IF THE PROPERTIES, FACTORS OR CONDITIONS AFFECTING THE SOILS
<br />CLASSIFICATION CHANGE IN ANY WAY. SHEET PILING AND/OR SHORING WILL BE NECESSARY
<br />IF THE SIDES OF THE EXCAVATION CANNOT BE SLOPED TO MEET OSHA REGULATIONS.
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<br />PROJECT NO.
<br />C71sir 111262.422
<br />SHEET NO.
<br />2
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<br />GENERAL NOTES
<br />27. IF CONFLICTS ARE IDENTIFIED DURING CONSTRUCTION THE CONTRACTOR SHALL ADVISE CHARTER/SPECTRUM.
<br />28 CONTRACTOR VEHICLES MUST HAVE COMPANY NAME AND CONTACT INFORMATION DISPLAYED.
<br />29. A SIGN SHOULD BE PLACED IN THE PROJECT VICINITY INFORMING THE PUBLIC OF THE UTILITY INITIATING THE WORK
<br />AND A CONTACT PHONE NUMBER MUST BE LISTED.
<br />30. CONTRACTOR TO IDENTIFY ACTUAL PROPERTY CORNERS TO ASSURE THEY STAY WITHIN THE RAN OR EASEMENTS
<br />AS DEPICTED ON THESE PERMIT DRAWINGS.
<br />PULL BOX DETAIL
<br />APPUCATION I SOLID THERMOPLASTIC COVER
<br />STATIC LOAD:. GREENBELT
<br />50.00001 1 5,000 LBS.
<br />SPLIT THERMOPLASTIC COVER , POLYMER CONCRETE W/ RING
<br />GREENBELT SIDEWALK
<br />5,000 LBS. 10,000/20,000 LBS.
<br />TAP PEDESTAL
<br />AMP PEDESTAL
<br />GENERAL
<br />ITEM NO. '': ITEM
<br />'', UNIT
<br />, QUANTITY
<br />50.00001 I NEW TAP PEDESTAL
<br />EA
<br />18
<br />50.00001 NEW AMP PEDESTAL
<br />EA
<br />3
<br />50.00005 2' CONDUIT WITH CABLE (BORED)
<br />LF
<br />1,015
<br />50.00005 '', 2" CONDUIT WITH CABLE (TRENCHED)
<br />LF
<br />1,352
<br />PULL BOX DETAIL
<br />APPUCATION I SOLID THERMOPLASTIC COVER
<br />STATIC LOAD:. GREENBELT
<br />50.00001 1 5,000 LBS.
<br />SPLIT THERMOPLASTIC COVER , POLYMER CONCRETE W/ RING
<br />GREENBELT SIDEWALK
<br />5,000 LBS. 10,000/20,000 LBS.
<br />TAP PEDESTAL
<br />AMP PEDESTAL
<br />GENERAL
<br />
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