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GENERAL NOTES 1. THE CITY OF GRAND ISLAND PUBLIC WORKS DEPARTMENT SECTION SHALL BE NOTIFIED A MINIMUM OF FORTY-EIGHT (48) BUSINESS HOURS IN ADVANCE OF INITIAL PROJECT CONSTRUCTION 2. THE PERMITTEE IS RESPONSIBLE TO HAVE A PROJECT MANAGER BE RESPONSIBLE TO PROVIDE QUALITY CONTROL (QC) INSPECTION AND TESTING TO VERIFY THAT THE PUBLIC RIGHT-OF-WAY UNDER CONSTRUCTION IS IN CONFORMANCE WITH THE APPROVED PLANS AND SPECIFICATIONS. THE PERMITTEE QC SWILL KEEP OPEN COMMUNICATION 3. THE PERMITTEE SHALL ADHERE TO THE CURRENT CITY OF GRAND ISLAND STANDARD SPECIFICATIONS. APPROVED SPECIAL PROVISIONS, GRAND ISLAND STANDARD PLANS, RIGHT -0F -WAY CONSTRUCTION PROCEDURES MANUAL. AND THE GRAND ISLAND MUNICIPAL CODE. 4. THE PERMITTEE SHALL NOTIFY ALL AFFECTED OWNERS OF ADJACENT PROPERTIES A MINIMUM OF FORTY-EIGHT (48) HOURS PRIOR TO BEGINNING OF CONSTRUCTION AND PROVIDE UPDATES TO THE AFFECTED OWNERS WHEN CONSTRUCTION PHASES CHANGE THAT AFFECT THE AREAS OF WORK ASSOCIATED WITH THE PERMIT. 5. A CURRENT CITY ROW CONSTRUCTION PERMIT SHALL BE MAINTAINED ON EACH WORK SITE BY THE PERMITTEE AND CONTRACTOR. 12. MN FIELD ADJUSTMENTS TO INSTALLATION OF FACILITIES, WHICH VARY FROM THE PLANS THAT HAVE BEEN SUBMITTED AND AUTHORIZED DURING THE PERMIT APPLICATION PROCESS, SHALL COMPLY WITH THE FOLLOWING. (A) THE CONTRACTOR MUST STOP WORK IMMEDIATELY AND CONTACT THE PERMITTEE QC PERSONNEL (B) THE PERMITTEE QC SHALL CONTACT THE CITY CF GRAND ISLAND MD PROVIDE THE DETAILS OF THE PROPOSED CHANGES. (C) THE CRY OF GRAND ISLAND WILL DECIDE ON HOW TO PROCEED. THIS DECISION MAY RANGE FROM APPROVAL OVER THE PHONE OR EMAIL TO HALTING THE PROJECT UNTIL PLANS CAN BE REVISED. AND APPROPRIATE REVIEW CAN BE CONDUCTED. 13. ALL POTHOLES MADE IN CITY OF GRAND ISLAND PAVEMENTS FOR THE PURPOSE OF PERFORMING VACUUM EXCAVATIONS TO LOCATE UNDERGROUND UTILITIES SHALL BE RESTORED TO THEIR ORIGINAL CONDITION WITH THE REINSTATED CORE FLUSH WITH AND IN THE ORIGINAL ORIENTATION AS THE EXISTING SURFACE MATCHING EXISTING PAVEMENT SURFACE APPEARANCE. 6. THE LOCATIONS OF ALL AERIAL AND UNDERGROUND UTILITY FACILITIES MAY NOT BE INDICATED ON THE PROJECT PLANS. THE CONTRACTOR IS REQUIRED TO CONTACT THE NEBRASKA811 ONE CALL NOTFICATI N 14. CENTER (DIAL 811) FORTY-EIGHT (48) HOURS PRIOR TO WORKING IN THE CITY RIGHT OF WAY. NO EXCAVATION WILL BE PERMITTED IN THE AREA OF THE UNDERGROUND UTILITIES UNTIL ALL FACILITES HAVE BEEN LOCATED AND IDENTIFIED TO THE SATISFACTION OF ALL PARTIES. THE PERMITTEE SHALL BE RESPONSIBLE FOR PROTECTION OF ALL UNDERGROUND AND AERIAL UTILITIES AND INFRASTRUCTURE. 7. WHENEVER UNDERGROUND FACILITIES ARE IN CLOSE PROXIMITY TO THE PROPOSED PATHWAY LOCATION OR WHENEVER THE VERTICAL LOCATION OF THE UNDERGROUND FACILITY IS UM(NOWR, THE PERMITTEE SHALL USE SPECIAL MEASURES TO DETERMINE THE LOCATIONS OF SUCH UNDERGROUND FACILITIES. (A) IF THE PERMITTEE IS CONDUCTING THE EXCAVATION 8Y DIGGING FROM THE SURFACE, WHEN IN CLOSE PROXIMITY TO THE UNDERGROUND FACILITIES, THE PERMITTEE SHALL USE HAW DIGGING, HYDRO EXCAVATING, AIR EXCAVATING, OR ANY OTHER TECHNIQUES THAT ARE APPROVED BY THE CRY OF GRAND ISLAND TO LOCATE SUCH FACIUTY. (B) IF THE PERMITTEE IS CONDUCTING THE EXCAVATION BY TUNNELING OR BORING, THE PERMITTEE SHALL DETERMINE THE VERTICAL LOCATION OF THE UNDERGROUND FACILITY BY POTHOLING, OR ANY OTHER METHOD APPROVED BY THE CITY OF GRAND ISLAND. 8. IF THE UTILITY INSTALLATION DEVIATES FROM THE DESIGN, THE PERMITTEE IS RESPONSIBLE FOR VERIFYING WITH THE CITY OF GRAND ISLAND OR THE ENGINEER THAT TRAFFIC CONTROL PLAN (TCP) CHANGES ARE NOT REWIRED. (REFER TO NOTE 1712) 9. PROJECT PLANS SHALL DIMENSION NEW FACILITIES BEING INSTALLED. MEASUREMENTS SHALL BE TAKEN FROM EXISTING ADJACENT VISIBLE STRUCTURES (CURBS, POLES, CABINETS, MANHOLES, INLETS, FIRE HYDRANTS, ETC.) CLEARLY IDENTIFYING LOCATION OF SUCH FACILITY. THE PERMITTEE SHALL VERIFY DIMENSIONS TAKEN FROM CITY OF GRAND ISLAND FILES. 10. UNLESS AGREED TO IN WRITING IN ADVANCE BY THE CITY OF GRAND ISLAND, THE DEPTH OF INSTALLED FACILITES SHALL BE AS FOLLOWS. (A) FORTY-TWO (42) INCHES IN SOIL. (B) FORTY-TWO (42) INCHES BELOW A PROJECTED SLOPE FROM THE FLOW LINE OF A DITCH AT A THREE (3) HORIZONTAL AND ONE (1) VERTICAL SLOPE. (C) FORTY-EIGHT (48) INCHES UNDER A ROADWAY MEASURED FROM THE SURFACE OF SAID ROADWAY TO THE TOP OF THE INSTALLATION. (D) FORTY-EIGHT (48) INCHES UNDER A STORM WATER OR CREEK CHANNEL DESIGN BOTTOM OF PIPE, AND (E) MNNTNN A MINIMUM OF TWENTY-FOUR (24) INCHES OF VERTICAL AND HORIZONTAL SPACING FROM EXISTING UTILITIES. (F) BE LOCATED AS FAR FROM THE EXISTING OR PROPOSED CURB LINE AS POSSIBLE TO AVOID POTENTIAL FUTURE CONFLICTS. 11. THE CONTRACTOR SHALL FOLLOW CONSTRUCTION STANDARDS PERTAINING TO LATERAL CORRIDOR FACILITY PLACEMENT AND MINIMUM DEPTH REQUIREMENTS AND CLEARANCE REQUIREMENTS OF OTHER FACILITIES. ALL POTHOLES IN SIDEWALK PANELS WILL REQUITE FULL PANEL REPLACEMENT. IF COLORED, TEXTURED, OR PATTERNED CONCRETE IS EXISTING. REPLACEMENT PANELS WILL BE REPLACED TO MATCH AS PRACTICABLE. OWNER MAY BE REQUIRED TO PUT MONEY INTO ESCROW TO COVER ALL REPAIRS PRIOR TO STARTING WORK. 15. BRICK PAVERS SHALL BE REMOVED UNCUT AND INSTALLED IN WHOLE 16. ALL NON -STREET SURFACE MATERIALS THAT ARE DISTURBED BY EXCAVATION AND BACKFILLING OPERATIONS SHALL BE REPLACED AND RESTORED TO PRECONSTRUCTION CONDmON. 17. CITY STREET SURFACE MATERIALS DISTURBED SHALL BE BACKI1LLED IN MAXIMUM OF 17 LIFTS, TAMPED, AND REPAVED BY CONTRACTOR HIRED BY PERMITTEE 18 IF SIDEWALK, WHEELCHAIR RAMPS OR ANY PORTON OF THE PEDESTRIAN FACILITIES ARE REMOVED OR CLOSED, A PEDESTRIAN DETOUR SHALL BE ESTABUSHED AND MAINTAINED DURING THE TIME OF THE CLOSURE AND THE ENTIRE PEDESTRIAN FACILITY SHALL BE RESTORED WITHIN SEVENTY-TWO(72) HOURS, UNLESS THE CONTRACTOR PROVIDES A HARD SURFACE ALTERNATE ROUTE APPROVED BY THE CITY. 19. THE PERMITTEE SHALL MAINTAIN A SET OF 'AS BUILT PLANS ON SITE WITH DIMENSIONING. THESE PLANS SHALL BE PRESENTED UPON REQUEST TO ANY CITY OF GRAND ISLAND REPRESENTATIVE. 20. FINAL 'RECORD DRAW NG' PUNS AND BORING LOGS SHALL BE ELECTRONICALLY FILED WITH THE CITY WITHIN 30 BUSINESS DAYS OF THE COMPLETION OF THE PROJECT TO THE CITY OF GRAND ISLAND. 21. ALL WORK ZONE TRAFFIC CONTROL, INCLUDING PEDESTRIAN CONTROL MEASURES, SHALL FOLLOW THE MITTCD, ADA AND THE CRY OF GRAND ISLAND STANDARD SPECIFICATIONS. PERMITTEE SHALL MAINTAIN COMPLETE VESRLITY OF SIGNS, BARRICADES, AND OTHER WARNING DEVICES AT ALL TIMES. 22 ALL PEDESTRIAN DETOURS SHALL BE PART OF MI APPROVED TRAFFIC CONTROL PLAN (TCP) 23 WHEN THE CONTRACTOR I5 NOT ACTIVELY WORKING; ALL EQUIPMENT, FENCING, DEBRIS, ETC. SWILL NOT BE PLACED WITHIN THE TRIANGULAR MEA REQUIRED FOR SIGHT DISTANCE OF VEHICLES EXITING OR ENTERING MI ADJACENT PROPERTY OR INTERSECTION. 24 ALL EXCAVATIONS SHALL BE ADEQUATELY FENCED AND COVERED WHEN CONTRACTOR IS NOT PRESENT, OR PROJECT SITE LEFT UNATTENDED. 25. ANY HAZARD FOUND DURING TEARDOWM OF TEMPORARY TRAFFIC CONTROL SHALL BE REPORTED TO THE PERMITTEE QC AND TEARDOWN OF THE TRAFFIC DEVICES SHALL HALT. IN NO WAY SHALL PROTECTIVE BARRIERS BE REMOVED UNTIL ALL WORK IS COMPLETED AND ANY DANGER ELIMINATED. 26 EXCAVATIONS THAT WILL BE OCCUPIED BY PERSONNEL SHALL BE MADE IN ACCORDANCE WITH THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) CONSTRUCTION STANDARD -29 CFR PART 1926, SUBPART P -EXCAVATIONS. OSHA STATES THAT A SOIL SHALL BE RECLASSIFIED IF THE PROPERTIES, FACTORS OR CONDmONS AFFECTING THE SOIL'S CLASSIFICATION CHANGE IN ANY WAY. SHEET PILING AND/OR SHORING WILL BE NECESSARY IF THE SIDES OF THE EXCAVATION CANNOT BE SLOPED TO MEET OSHA REGULATIONS. (y benesch GENERAL NOTES PROJECT NO. SHEET NO. Carte. 111252421 2 pectru Oman 0.11, NO 27. IF CONFLICTS ARE IDENTIFIED DURING CONSTRUCTION THE CONTRACTOR SHALL ADVISE CHARTER/SPECTRUM, 28 CONTRACTOR VEHICLES MUST HAVE COMPANY NAME AND CONTACT INFORMATION DISPLAYED. 29. A SIGN SHOULD BE PLACED IN THE PROJECT VICINITY INFORMING THE PUBLIC OF THE MAY INITIATING THE WORK AWA CONTACT PHONE NUMBER MUST BE LISTED. 30. CONTRACTOR TO IDENTIFY ACTUAL PROPERTY CORNERS TO ASSURE THEY STAY WITHIN THE RAW OR EASEABITS AS DEPICTED ON THESE PERMIT DRAWINGS. ITEM 140. REM UMT 1 DUANTITV 50.00001 NEW VAULT EA 7 50.00001 i NEW TAP PEDESTAL EA 12 50.00001 I NEW AMP PEDESTAL '.. EA e 50.00005 1 r COWUR WITH CABLE (BORED) LF 23N 50.00005 1 2- CONDUIT WITH CABLE (TRENCHED) LF 3 2C3 PULL BOX DETAIL APPLICATION SOLID THERMOPLASTIC COVER STATIC LOAD GREENBELT 50.00001 5,000 LBS. LL BOX SPECIFICATIONS SPLIT THERMOPLASTIC COVER GREENBELT 5,000 LBS. ROLVMER CONCRETE W/ RING SIDEWALK 10,000/20,000 LBS. DIMENSION A DIMENSION 0 DIMENSION C SGLB1730 24' 21.75- 3325" TAP PEDESTAL AMP PEDESTAL GENERAL NOTES 01