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®■Ol■o0®e®o LEGEND STREET SIGN F95 HYDRANT WATER IETER GAS K IER 00020 IETER LIMY VALVE u1UTY POLE 0101Y uA/Rlac E001NG STERN 8014100 MING STREET WIT [001RIG UTUTY 0980001E ELECTRICAL/1/11111T CABINET GLEAN/NE PFD - CROSS BOX PROPOSED 88080 IMHOF PROPOSED WAERO HA/dlac STOW INLET STOW CRATE CULVERT TREE DDE R1 EASING NEU. EXISTING LANDSCAPE AREA EN$MG P00 CELE TOMER X ESSTNG RR GROSSING AW LINETYPES ------- 0001-1ID1 N C011R1C1 — — — man -1110101 • • • • C000T-0RECT090 BOE RIGHT -CF -SLY w 06000108101 EDGE 0 DWG EDGE Cr MOW INE MCC-FASIID tom 0M -EAS NC WORD RAL-D0511C AAIRND-COS1w GS -06X0 LIODnA000 BEC1W-COSTVG MAIER ETECAOC-051N0 8880 RAD MR-DISOL 0100E-05Mc SION 01470135114G SNOWY s�tnIA SI SWAM S 44.4 coo DATE CREATED: 1/16/2023 DATE REVISED: 9/28/2023 DATE PLOTTED: 9/28/2023 DRAWN BY: 0. MATHEWSON CHECKED BY: 3. MUSGRAVE APPROVED BY: COMPANY: VIAERO FIBER NETWORKS. LLC SITE ADDRESS: GRAND ISLAND NW TO AT&T A HALL COUNTY, NEBRASKA IN) PROJECT NOTES (a) "ATI work shall be performed in accordance with the Design and Construction Standards of the City and shall be completed to the satisfaction of the City Engineer. In the event that a design element does not reflect City specifications, the matter must immediately be brought to the attention of the design engineer and the City Engineer. The design engineer shall be responsible for recommending a solution or alternative solutions to the City for review and approval." (b) "The approval of an engineering construction drawing does not relieve the owner -developer -contractor of the responsibility of constructing workable public improvements. All revisions and/or corrections required will be solely the owner's -developer's/ contractors responsibility, and at their expense." (c) "These plans have been checked by the City only for conformance with the Design and Construction Standards, compliance with development agreement conditions and for general conceptual approval of public improvements as shown. No detailed mathematical check was made for the accuracy of existing or proposed dimensions, lines or grades shown, including all existing utilities shown or not shown." (d) "Utility locations shown reflect available record data. The contractor shall take precautionary measures to protect all utility lines shown and other utility lines otherwise located. The contractor shall notify the City Utilities Division and private utility companies 24 hours prior to beginning construction." (e) Before work begins, the contractor shall obtain a permit to work in the right-of-way from City Engineering Support Services and must notify the City right-of-way inspection staff 24 hours in advance of commencing construction activities." (f) "The owner -developer shall provide the contractor with a complete and updated set of engineering construction drawings. These drawings, and any required permits, shall be at the site at all times and shall be make available to City staff upon request. If no plans appear on the project site, construction activities may be halted at the discretion of the City Engineer, or a designated representative." (g) "The contractor agrees to comply with the provisions of the ATSSA Guide for Work Area Traffic Control and the Manual of Uniform Traffic Control Devices for construction signage." (H) "ATI surplus materials, tools, and the temporary structures, furnished by the contractor, shall be removed from the project site by the contractor. All debris and rubbish caused by the operations of the contractor shall be removed, and the area occupied during construction activities shall be restored to its original condition, within 72 hours of project completion, unless otherwise directed by the City Engineer." TELECOMMUNICATION FACILITY STANDARDS The following standards shall apply to all telecommunication related facilities constructed within the City's Right -of -Way including local telephone, long distance telephone, cable TV, and other telecommunication services franchised or otherwise permitted By the City of Kearney. All telecommunications facilities constructed in the City's Right -of -Way shall be underground unless otherwise permitted by the City Engineer. General (a) All telecommunications facilities construction shall conform to the reqirements of the following standards: (1) American National Standards Institute, Inc. (ANSI), Electronic Industries Association (EIA), and Telecommunications Institute of America (TIA) Standards: EIA/TIA Standards Proposal No. 2840-A, Proposed Revision of EIAJTIA-568 (if approved to be published as EIA/TIA-568-A), EIA/TIA-569 Commercial Building Standard for Telecommunications Pathways and Spaces, and TIA/EIA-607 Commercial Building Grounding and Bonding Requirements for Telecommunications. (2) 1993 National Electrical Safety Code (NESC) C2-1993, published by the Institute of Electrical and Electronics Engineers (IEEE), Inc. (3) National Electrical Code (NEC), published by the National Fire Association (NFPA). (4) Federal Communications Commission (5) Nebraska Public Utilities Commission (6) Williams -Steiger Occupational Safety and Health Act (OSHA) (a) Detailed 1 inch = 30 feet scale engineering drawings presenting the specific conduit routing and associated manhole locations and specifications, shall be submited to the City Engineers office for review and approval. Underground Cable Protection (a) All buried telecommunications cable, shall be installed in conduit, SDR -11 or equivalent. Cable placement by means of direct plow -in will not be allowed within the City's Right -of -Way. Depth of Cover (a) The minimum depth of cover over the conduit shall be 48 inches. Trench Specifications - Roadway and Other Paved Surfaces (a) All trenches shall be open cut unless otherwise permitted by the City. (b) Trenches shall have a minimum width of 6 inches. (c) Trench backfill shall be flowable fill specified as a 0.6 sack mix. Trench Specifications - Landscaped Areas (a) All trenches shall be open cut unless otherwise permitted by the City. (b) Trenches shall have a minimum width of 6 inches. (c) Trenches shall be backfilled and compacted to at least 95 percent of maximum density at optimum moisture content as determined by ASTM D698. (d) The City Forester shall be contacted to determine if the proposed work will cause any damage to trees, shrubs or other landscaping. Joint Use Trench Requirements (a) Joint trenching operations require advanced planning and coordination with the utilities involved. b) The above trench specifications shall also apply to joint use trenches The Grand Island Streets Division shall be contacted prior to work beginning at 308-385-5322. Any keyhole potholing locations in the roadway shall be approved by the Street Division and shall be filled within five days of potholing. No handholes or vaults shall be placed in the flowline or sloped bank of drainage ditches. If it has to be placed on the sloped bank, the final grade of handhole or vault lid shall match that of the sloped bank. Erosion control shall be in place for all open excavations adjacent to drainage ditches. All drainage ditch flowlines must be restored before the job is completed No handholes, vaults or manholes shall be placed in the ADA accessible area of the sidewalk. Any sidewalk removal and replacement shall be approved by the Grand Island Streets Division prior to removal. Restoration of sidewalk shall be completed within five days of removal. P 'GAMKKE Wand NW to AT&T 144 WA tS rM11.d.1 Iv DESCRIPTION: CONSTRUCTION Awls ( �� GRAND ISLAM] PROJECT NOTBSJ"l 04OF06