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CONSTRUCTION NOTES: <br />1. CALL UTILITY LOCATE AT 811 72 HOURS PRIOR TO TRENCHING OR DIGGING. <br />2. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR <br />STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED 8Y FIELD INSPECTION <br />AND A SEARCH OF THE AVAILABLE CITY OR COUNTY RECORDS. SINCE THE <br />ACTUAL LOCATION AND NATURE OF THE UNDERGROUND FACILRIES MAY BE <br />SOMEWHAT DIFFERENT FROM THAT SHOWN, THE CONTRACTOR IS REQUIRED TO <br />VERIFY PRIOR TO EXCAVATION. <br />3. FOR UNDERGROUND ACTNITY: TEST AND VENTILATE MANHOLE/UTILITY VAULT <br />PRIOR TO ENTRY, PLACE WARNING DEVICES AND WORK AREA PROTECTION AS <br />REQUIRED, AND USE EYE AND HEAD SAFETY PROTECTION PER FEDERAL, STATE, <br />AND LOCAL REGULATIONS. <br />4. ALL EXCAVATION, TRENCHING, AND SHORING IS TO ADHERE TO THE CODE OF <br />FEDERAL REGULATIONS (CFM 1926.650 SUBPART P <br />a. PROVIDE ALL PITS WITH 1'x1' SLOPE AT ONE END OF EXCAVATION FOR <br />TECHNICIAN INGRESS/EGRESS. <br />b. EXCAVATED SPOILS ARE TO BE NO LESS THAN 24" FROM EDGE OF PIT OR <br />TRENCH. <br />c. BARRICADE ALL OPEN PITS AND TRENCHING FOR PUBLIC SAFETY. ALL <br />BARRICADES MUST BE EQUIPPED WITH FLASHING LIGHTS FOR NIGHT <br />VISIBIUTY. <br />d. FOR PITS GREATER THAN 4' IN DEPTH, USE APPROPRIATE SHORING FOR <br />WALL STABILITY. <br />5. TRENCH COVER IS TO BE 36" MINIMUM AND FREE OF ROCKS, DEBRIS, AND <br />CLODS. THE TRENCH IS TO BE A MINIMUM OF 36" COVER IN DEVELOPED <br />AREAS AND A MINIMUM OF 48" OF COVER IN UNDEVELOPED AREAS (ANY <br />VARIANCE FROM THESE STANDARDS WILL BE SPECIFIED ON THE PLANS). <br />6. ALL ASPHALT/CONCRETE AND LANDSCAPING REMOVED, DISTURBED, OR DAMAGED <br />AS A RESULT OF CONSTRUCTION SHALL BE RESTORED TO ORIGINAL CONDITION <br />OR BETTER. <br />7. NORMAL/GUIDED—BORING METHOD RECOMMENDED WHEN BORING. <br />8. ADHERE TO AIRTIGHT GUIDEUNES UNLESS OTHERWISE NOTED. <br />9. BOND BURIED/AERIAL FACILITIES AS REQUIRED BY JURISDICTIONAL AGENCY(S). <br />10. AERIAL FACILITES ARE TO BE TESTED PRIOR TO BEGINNING WORK PER STATE <br />AND LOCAL REGULATIONS. <br />11. ALL WORK AREA PROTECTIONS FOR TRAFFIC CONTROL IS TO BE WITH <br />APPROVED WARNING DEVICES AND PLACED PER STATE DEPARTMENT OF <br />TRANSPORTATION AND/OR PUBLIC WORKS ENGINEERING DEPARTMENT STANDARDS <br />AND SPECIFICATIONS. IF REQUIRED, A TRAFFIC CONTROL PIAN SHALL BE <br />SUBMITTED TO THE REQUESTING PERMITTING AGENCY. PRIOR TO BEGINNING <br />WORK, PERMITTING AGENCIES MUST BE NOTIFIED 48 HOURS IN ADVANCE OF <br />CONSTRUCTION ACTIVITIES. <br />12. EXISTING PEDESTRIAN CROSSWALKS AND WALKING AREAS SHALL BE MAINTAINED <br />AT ALL TIMES. AS NECESSARY, TEMPORARY PEDESTRIAN CROSSWALKS AND <br />WALKING AREAS SHALL BE PROVIDED AND MAINTAINED PER STATE DEPARTMENT <br />OF TRANSPORTATION AND/OR PUBLIC WORKS ENGINEERING DEPARTMENT <br />STANDARDS AND SPECIFICATIONS. <br />13. THE FOLLOWING FOOTAGES ARE ESTIMATES. FOOTAGES TO BE VERIFIED PRIOR <br />TO CONSTRUCTION. <br />ESTIMATED TOTALS <br />TOTAL EXISTING CONDUIT USED: <br />TOTAL NEW BORE: <br />TOTAL NEW DIRT TRENCH <br />TOTAL NEW S/W TRENCH: <br />TOTAL NEW ASPHALT TRENCH: <br />TOTAL NEW AERIAL: <br />0 L.F. <br />4463 L.F. <br />80126 L.F. <br />0 L.F. <br />0 L.F. <br />0 L.F. <br />SIDEWALK (PCC) R&R: <br />ASPHALT (AC) R&R: <br />0 S.F. <br />0 SE. <br />EXHIBIT "A", 2023/7/4 <br />CUSTOMER NAME: NA <br />LCON: NA <br />PHONE NO: NA <br />ARMOR ID #: NA <br />WFMT ID #: NA <br />SCOPE OF WORK: <br />LUMEN TO TRENCH/BORE FROM HH ON N WEBB RD TO W ABBOT RD. TRENCH/BORE FROM W ABBOT RD TO NORTH RD. <br />TRENCH/BORE FROM NORTH RD TO W WHITE CLOUD RD. TRENCH/BORE FROM W WHITE CLOUD RD TO N ENGLEMAN RD. <br />TRENCH/BORE FROM N ENGLEMAN RD TO W ABBOT RD. TRENCH/BORE FROM W ABBOT RD TO N 60TH RD. TRENCHBORE UP <br />N 60TH RD TO 05663 N 60TH RD. PL 2" CONDUIT WITH FOC. <br />LUM=N® <br />FIBER ENGINEER: JOSHUA MEYER <br />PHONE NO: 531-239-3529 <br />EMAIL: JOSHUAMEVEROLUMEHLOM <br />MT LTD ENGINEER: N/A <br />PHONE NO: WA <br />EMAIL WA <br />WO WOWING ONIS <br />Uiff <br />NOTE 1: MAINTAIN 3' OF SEPARATION IF PARALLELING WATER MAINS. <br />NOTE 2: STREETS DIVISION SHALL BE CONTACTED PRIOR TO WORK BEGINNING AT 308-385-5322. ANY <br />KEYHOLE POTHOLING LOCATIONS IN THE ROADWAY SHALL BE APPROVED BY THE STREETS <br />DIVISION AND SHALL BE FILLED WITHIN FIVE DAYS OF POTHOLING. EROSION CONTROL SHALL BE IN <br />PLACE FOR ALL OPEN EXCAVATIONS ADJACENT TO DRAINAGE DITCHES. ALL DRAINAGE DITCH <br />FLOWLINES MUST BE RESTORED BEFORE JOB IS DONE. NO HANDHOLES OR VAULTS SHALL BE <br />PLACED IN THE FLOWLINE OR SLOPED BANK OF DRAINAGE DITCHES. IF IT HAS TO BE PLACED ON <br />SLOPED BANK THE FINAL GRADE OF HAND HOLE OR VAULT LID SHALL MATCH THAT OF THE SLOPED <br />BANK. NO OPEN EXCAVATIONS OR WORK SHALL BE CONDUCTED ADJACENT TO THE BIKE TRAIL <br />CROSSING ON THE LAST SATURDAY IN AUGUST (STATE FAIR MARATHON). <br />NOT10E-NOT FOR DISCLOSURE OUTSIDE OF LUMEN AND AFFILIATES EXCEPT UNDER WRITTEN AGREEMENT <br />2754 N WEBB RD <br />GRAND ISLAND, NE 68803 <br />DRAFTED BY: MOUNTAIN LTD/MK04/17/23 <br />TOWN:11 N <br />RNGE:10W <br />ECT:1 <br />JOB: N.887060 <br />WC CLLI:GDISNENW <br />SH 1 OF 77 <br />