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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 MUTT PIPES OR <br />STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY FIELD INSPECTION <br />AND A SEARCH OF THE AVAILABLE CITY OR COUNTY RECORDS. SINCE THE <br />ACTUAL LOCATION AND NATURE OF THE UNDERGROUND FACILITIES MAY BE <br />SOMEWHAT DIFFERENT FROM THAT SHOWN. THE CONTRACTOR IS REQUIRED TO <br />VERIFY PRIOR TO EXCAVATION. <br />3. FOR UNDERGROUND ACTMTY: TEST AND VENTILATE MANHOLE/UTIUTY 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 (CFR) 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 />VISIBILITY. <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 3C 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 FACILITES AS REQUIRED BY JURISDICTIONAL AGENCY(S). <br />10. AERIAL FACILITIES 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 PLAN 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 MD SPECIFICATIONS. <br />13. THE FOLLOWING FOOTAGES ARE ESTIMATES. FOOTAGES TO BE VERIFIED PRIOR <br />TO CONSTRUCTION. <br />ESTIMATED TOTALS <br />EXHIBIT "A", 2023/6/27 <br />MAINTAIN 3' OF HORIZONTAL SEPARATION IF PARALLELING WATER MAINS <br />MAINTAIN 1' OF VERTICAL SEPARATION AT WATER MAIN CROSSINGS. <br />THE GRAND ISLAND STREETS DMSION SHALL BE CONTACTED PRIOR TO WORK BEGINNING AT 308-385-5322. ANY KEYHOLE POTHOLING LOCATIONS <br />IN THE ROADWAY SHALL BE APPROVED BY THE STREETS DMSION AND SHALL BE FILLED WITHIN FIVE DAYS OF POTHOLING.NO HANDHOLDS OR <br />VAULTS SHALL BE PLACED IN THE FLOWLINE OR SLOPED BANK OF DRAINAGE DITCHES. IF IT HAS TO BE PLACED ON SLOPED BANK THE FINAL <br />GRADE OF HAND HOLD OR VAULT LID SHALL MATCH THAT OF THE SLOPED BANK.EROSION CONTROL SHALL BE IN PLACE FOR ALL OPEN <br />EXCAVATIONS ADJACENT TO DRAINAGE DITCHES. ALL DRAINAGE DITCH FLOWLINES MUST BE RESTORED BEFORE JOB IS DONE.NO HANDHOLDS, <br />VAULTS, OR MANHOLES SHALL BE PLACED IN THE ADA ACCESSIBLE AREA OF THE SIDEWALK.NO WORK SHALL BE CONDUCTED ON STUHR RD <br />DURING THE WEEK BEFORE AND WEEK OF THE NEBRASKA STATE FAIR.ANY SIDEWALK REMOVALS & REPLACEMENTS SHALL BE APPROVED BY THE <br />GRAND ISLAND STREETS DMSION PRIOR TO REMOVAL. RESTORATION OF SIDEWALK SHALL BE DONE WITHIN 5 DAYS OF REMOVAL.. <br />TOTAL EXISTING CONDUIT USED: <br />TOTAL NEW BORE: <br />TOTAL NEW DIRT TRENCH <br />TOTAL NEW SIW TRENCH: <br />TOTAL NEW ASPHALT TRENCH: <br />TOTAL NEW AERIAL: <br />L.F. CUSTOMER NAME: NA <br />1643 <br />LCON: NA <br />13526 L.F. PHONE NO: NA <br />0 L.F. <br />ARMOR ID #: NA <br />WFMT ID A' NA <br />0 LF. SCOPE OF WORK: <br />0 LF. LUMEN PL FSAI AT PARCEL: 400421518 TRENCH/BORE ALONG HUSKER HWY. TRENCH/BORE FROM HUSKER HWY ALONG S <br />SIDEWALK (PCC) R&R: <br />ASPIIALT (AC) R&R: <br />STUHR RD. TRENCH/BORE FROM S STUHR RD ALONG E. STOLLEY PARK RD. TRENCH/BORE FROM HUSKER HWY ALONG <br />0 S.F. FARMSTEAD RD. PL 2 CONDUIT WITH FOC. PL PEDS AS NECESSARY. <br />0 S.F. <br />LUMEN® <br />FIBER ENGINEER: — <br />PHONE NO: — <br />EMAIL: — <br />MT LTD ENGINEER. LUKE SPAM <br />PHONE NO: (2 0)227-4723 <br />EMAIL LUKESPATNfLUNCN.COM <br />CAL rwo vw.allo DA vs <br />0 'riff <br />NOTICE -NOT FOR DISCLOSURE OUTSIDE OF LUMEN AND AFFILIATES EXCEPT UNDER WRITTEN AGREEMENT <br />3501 S LOCUST ST <br />GRAND ISLAND, NE 68801 <br />TOWN:11 N <br />RNGE:9W <br />SECT: 34 <br />DRAFTED BY: MOUNTAIN LTD/ PS 06/20/23 <br />JOB: N.888289 <br />WC CLLI: GDISNENW <br />SH 1 OF 35 <br />