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HomeMy WebLinkAboutFTC FOXSTONE WTE VERIZON - FDP190001 - SUBMITTAL DOCUMENTS - ROUND 1 - PLANSSITE NAME: SITE ADDRESS: FTC FOXSTONE 1961 CARIBOU DR. FT.COLLINS, CO 80525 LARIMER COUNTY DRAWING INDEX T1 TITLE SHEET LS1 LAND SURVEY LS2 SITE LOCATION Z3.1 NORTH & EAST ELEVATIONS Z1 OVERALL SITE PLAN Z2 ENLARGED SITE PLAN, EQUIPMENT PLAN & ANTENNA DETAIL PROJECT TEAM GENERAL CONTRACTOR NOTE PROPERTY OWNER: SECURCARE PROPERTIES I LLC. CONTACT: CALEB CROSSLAND PHONE: 970.222.1341 VICINITY MAP PROJECT DESCRIPTION NEW UNMANNED TELECOMMUNICATIONS FACILITY CONSISTING OF (3) SECTORS OF CONCEALED ANTENNAS, AND CONCEALED EQUIPMENT ON A NEW 3 LEG TOWER. PROJECT DATA JURISDICTION: PARCEL NUMBER: ZONING DESIGNATION: OCCUPANCY GROUP: CONSTRUCTION TYPE: FULLY SPRINKLERED: NO. OF STORIES: GOVERNING CODES IF APPLICABLE: 2015 IBC, 2015 IECC, 2015 IFC, 2015 IMC, 2015 IPC, 2015 IRBC, 2014 NEC. A.D.A. COMPLIANCE: NOT REQUIRED PER IBC 1103.2.9 - - - - - - - CITY OF FT.COLLINS 8731422001 E U V-B NO 1 LEGAL DESCRIPTION: THE LAND REFERRED TO IN SCHEDULE A IS SITUATED IN THE CITY OF FT. COLLINS, COUNTY OF LARIMER, STATE OF COLORADO AND IS DESCRIBED AS FOLLOWS: PARCEL ONE: LOT ONE, TIMBERLINE STORAGE P.U.D., PARCEL TWO: LOT ONE, A PLAT OF TIMBERLINE STORGE P.U.D., SECOND FILING, A MINOR SUBDIVISION, CITY OF FT. COLLINS, COUNTY OF LARIMER, STATE OF COLORADO. POWER COMPANY: TELCO COMPANY: VZW 1 UTILITY PLAN SCALE: 1/8" = 1'-0" 3 SITE SPECIFIC UTILITY NOTES 16035 TABLE MOUNTAIN PARKWAY GOLDEN, CO 80403 303-993-3293 WWW.CENTERLINESOLUTIONS.COM 3131 S. VAUGHN WAY, SUITE 550 AURORA, CO 80014 PROJECT INFORMATION: PLANS PREPARED BY: LICENSURE NO: SITE NAME: REV: DATE: DESCRIPTION: BY: DRAWN BY: CHK BY: APV BY: SHEET TITLE: SHEET NUMBER: FTC FOXSTONE 1961 CARIBOU DR. FORT COLLINS, CO 80525 LARIMER COUNTY GW BB KS 1 03/23/18 90% ZONING GW 2 04/06/18 90% ZONING REV A GW 3 05/01/18 90% ZONING REV B GW 4 10/11/18 100% ZONING BB 5 12/21/18 100% ZONING REV A BB 7 01/16/19 100% ZONING REV C BB PRELIMINARY - NOT FOR CONSTRUCTION UC1 UTILITY COORDINATION PLAN SCALE: 1" = 20'-0" (11X17) 0' 10' 20' 40' SCALE: 1" = 10'-0" (24X36) 2 EXISTING TRANSFORMER ON NORTH SIDE OF SITE WATER / WASTEWATER PIPE CROSSING COORDINATION: CONTACT: DAN MOGEN WATER / WASTEWATER & STORMWATER ENGINEERING, CITY OF FT. COLLINS 970-224-6192 DMOGEN@FCGOV.COM 1. CONTRACTOR TO HAVE POSITVE IDENTIFICATION OF ALL EXISTING UNDERGROUND SERVICES IN THE PROPOSED ROUTE OF THE NEW POWER AND FIBER RUNS, PRIOR TO BEGINNING ANY WORK. 2. AREAS DEPICTED WITH BLUE CLOUDS HAVE SERVICE CROSSING AND SHALL BE HAND DUG 3. POWER COORDINATION NOTES: CITY OF FORT COLLINS LIGHT & POWER CONTACT AUSTIN KREAGER 970-224-6152 CITY WILL PROVIDE SINGLE PHASE POWER. EXISTING TRANSFORMER WILL PROBABLY NEED TO BE UPSIZED TO ACCOMODATE THE ADDITIONAL LOAD. VERIZONS CONTRACTOR WILL INSTALL THE CONDUIT AND SECONDARIES FROM THE TRANSFORMER TO THE METER LOCATION. FIBER COORDINATION NOTES: CONTACT: TBD -TBD UPON COORDINATION WITH FIBER SERVICE PROVIDER. EX. PAVED 16035 TABLE MOUNTAIN PARKWAY GOLDEN, CO 80403 303-993-3293 WWW.CENTERLINESOLUTIONS.COM 3131 S. VAUGHN WAY, SUITE 550 AURORA, CO 80014 PROJECT INFORMATION: PLANS PREPARED BY: LICENSURE NO: SITE NAME: REV: DATE: DESCRIPTION: BY: DRAWN BY: CHK BY: APV BY: SHEET TITLE: SHEET NUMBER: FTC FOXSTONE 1961 CARIBOU DR. FORT COLLINS, CO 80525 LARIMER COUNTY GW BB KS 1 03/23/18 90% ZONING GW 2 04/06/18 90% ZONING REV A GW 3 05/01/18 90% ZONING REV B GW 4 10/11/18 100% ZONING BB 5 12/21/18 100% ZONING REV A BB 7 01/16/19 100% ZONING REV C BB PRELIMINARY - NOT FOR CONSTRUCTION L1 LANDSCAPE PLAN 1 OVERALL SITE PLAN SCALE: 1" = 20'-0" (11X17) 0' 10' 20' 40' SCALE: 1" = 10'-0" (24X36) EX. PAVED DRIVEWAY EX. STORAGE UNIT ROOFTOP EX. PAVED STORAGE UNITS ROOFTOP EX. PARKING LOT OF ADJACENT PROPERTY EX. PAVED DRIVEWAY EX. PAVED DRIVEWAY EX. TREE (TYP.) EX. CONCRETE CURB (TYP.) EX. TELCO JUNCTION BOX (TYP.) EX. U/G TELCO LINE (TYP.) EX. TELCO BOX (TYP.) CARIBOU DR. AUTOMATION WAY 16035 TABLE MOUNTAIN PARKWAY GOLDEN, CO 80403 303-993-3293 WWW.CENTERLINESOLUTIONS.COM 3131 S. VAUGHN WAY, SUITE 550 AURORA, CO 80014 PROJECT INFORMATION: PLANS PREPARED BY: LICENSURE NO: SITE NAME: REV: DATE: DESCRIPTION: BY: DRAWN BY: CHK BY: APV BY: SHEET TITLE: SHEET NUMBER: FTC FOXSTONE 1961 CARIBOU DR. FORT COLLINS, CO 80525 LARIMER COUNTY GW BB KS 1 03/23/18 90% ZONING GW 2 04/06/18 90% ZONING REV A GW 3 05/01/18 90% ZONING REV B GW 4 10/11/18 100% ZONING BB 5 12/21/18 100% ZONING REV A BB 7 01/16/19 100% ZONING REV C BB PRELIMINARY - NOT FOR CONSTRUCTION PH1 PHOTO SIMULATIONS EAST & NORTH 2 NEW VIEW FROM THE EAST 1 EXISTING VIEW FROM THE EAST 4 NEW VIEW FROM THE NORTH 3 EXISTING VIEW FROM THE NORTH NEW VZW ANTENNAS CONCEALED BEHIND RF TRANSPARENT PANELS IN 3 LEG TOWER (PAINTED TO MATCH EXISTING BUILDINGS) NEW VZW ANTENNAS CONCEALED BEHIND RF TRANSPARENT PANELS IN 3 LEG TOWER (PAINTED TO MATCH EXISTING BUILDINGS) 16035 TABLE MOUNTAIN PARKWAY GOLDEN, CO 80403 303-993-3293 WWW.CENTERLINESOLUTIONS.COM 3131 S. VAUGHN WAY, SUITE 550 AURORA, CO 80014 PROJECT INFORMATION: PLANS PREPARED BY: LICENSURE NO: SITE NAME: REV: DATE: DESCRIPTION: BY: DRAWN BY: CHK BY: APV BY: SHEET TITLE: SHEET NUMBER: FTC FOXSTONE 1961 CARIBOU DR. FORT COLLINS, CO 80525 LARIMER COUNTY GW BB KS 1 03/23/18 90% ZONING GW 2 04/06/18 90% ZONING REV A GW 3 05/01/18 90% ZONING REV B GW 4 10/11/18 100% ZONING BB 5 12/21/18 100% ZONING REV A BB 7 01/16/19 100% ZONING REV C BB PRELIMINARY - NOT FOR CONSTRUCTION PH2 PHOTO SIMULATION WEST 2 NEW VIEW FROM THE WEST 1 EXISTING VIEW FROM THE WEST 4 NOT USED 3 NOT USED NEW VZW ANTENNAS CONCEALED BEHIND RF TRANSPARENT PANELS IN 3 LEG TOWER (PAINTED TO MATCH EXISTING BUILDINGS) VZW 16035 TABLE MOUNTAIN PARKWAY GOLDEN, CO 80403 303-993-3293 WWW.CENTERLINESOLUTIONS.COM 3131 S. VAUGHN WAY, SUITE 550 AURORA, CO 80014 PROJECT INFORMATION: PLANS PREPARED BY: LICENSURE NO: SITE NAME: REV: DATE: DESCRIPTION: BY: DRAWN BY: CHK BY: APV BY: SHEET TITLE: SHEET NUMBER: FTC FOXSTONE 1961 CARIBOU DR. FORT COLLINS, CO 80525 LARIMER COUNTY GW BB KS 1 03/23/18 90% ZONING GW 2 04/06/18 90% ZONING REV A GW 3 05/01/18 90% ZONING REV B GW 4 10/11/18 100% ZONING BB 5 12/21/18 100% ZONING REV A BB 7 01/16/19 100% ZONING REV C BB PRELIMINARY - NOT FOR CONSTRUCTION Z1 OVERALL SITE PLAN 1 OVERALL SITE PLAN SCALE: 1" = 20'-0" (11X17) 0' 10' 20' 40' SCALE: 1" = 10'-0" (24X36) EX. PAVED DRIVEWAY EX. STORAGE UNIT ROOFTOP EX. PAVED STORAGE UNITS ROOFTOP NEW VZW UTILITY EASEMENT NEW VZW ACCESS EASEMENT NEWACCESS & UTILITY EASEMENT LEASE LEGEND EX. PARKING LOT OF ADJACENT PROPERTY EX. PAVED DRIVEWAY EX. PAVED DRIVEWAY 1 ENLARGED SITE PLAN 3 EQUIPMENT PLAN 2 ANTENNA DETAIL 16035 TABLE MOUNTAIN PARKWAY GOLDEN, CO 80403 303-993-3293 WWW.CENTERLINESOLUTIONS.COM 3131 S. VAUGHN WAY, SUITE 550 AURORA, CO 80014 PROJECT INFORMATION: PLANS PREPARED BY: LICENSURE NO: SITE NAME: REV: DATE: DESCRIPTION: BY: DRAWN BY: CHK BY: APV BY: SHEET TITLE: SHEET NUMBER: FTC FOXSTONE 1961 CARIBOU DR. FORT COLLINS, CO 80525 LARIMER COUNTY GW BB KS 1 03/23/18 90% ZONING GW 2 04/06/18 90% ZONING REV A GW 3 05/01/18 90% ZONING REV B GW 4 10/11/18 100% ZONING BB 5 12/21/18 100% ZONING REV A BB 7 01/16/19 100% ZONING REV C BB PRELIMINARY - NOT FOR CONSTRUCTION Z2 ENLARGED SITE PLAN EQUIPMENT PLAN & ANTENNA DETAIL SCALE: 1" = 10'-0" (11X17) 0' 5' 10' 20' SCALE: 1" = 5'-0" (24X36) SCALE: 1/4"= 1'-0" (11X17) SCALE: 1/2" = 1'-0" (24X36) 0' 2' 4' 8' Y SECTOR AZIMUTH 100° X SECTOR AZIMUTH 0° (9) NEW VZW ANTENNAS MOUNTED TO NEW PIPE MOUNTS BEHIND RF TRANSPARENT WALL (3) PER SECTOR) (6) NEW VZW RRU'S MOUNTED TO NEW PIPE MOUNTS ON BACK OF ANTENNAS (2) PER SECTOR) STACKED NEW VZW 40'-0" SELF SUPPORT TOWER (BY OTHERS) SCALE: 1/4"= 1'-0" (11X17) SCALE: 1/2" = 1'-0" (24X36) 0' 2' 4' 8' EX. STORAGE UNIT ROOFTOP EX. CONCRETE CURB (TYP.) 16035 TABLE MOUNTAIN PARKWAY GOLDEN, CO 80403 303-993-3293 WWW.CENTERLINESOLUTIONS.COM 3131 S. VAUGHN WAY, SUITE 550 AURORA, CO 80014 PROJECT INFORMATION: PLANS PREPARED BY: LICENSURE NO: SITE NAME: REV: DATE: DESCRIPTION: BY: DRAWN BY: CHK BY: APV BY: SHEET TITLE: SHEET NUMBER: FTC FOXSTONE 1961 CARIBOU DR. FORT COLLINS, CO 80525 LARIMER COUNTY GW BB KS 1 03/23/18 90% ZONING GW 2 04/06/18 90% ZONING REV A GW 3 05/01/18 90% ZONING REV B GW 4 10/11/18 100% ZONING BB 5 12/21/18 100% ZONING REV A BB 7 01/16/19 100% ZONING REV C BB PRELIMINARY - NOT FOR CONSTRUCTION Z3.1 NORTH & EAST ELEVATIONS 1 NORTH ELEVATION 2 EAST ELEVATION SCALE: 1/16" = 1'-0" (11X17) SCALE: 1/8" = 1'-0" (24X36) 0' 8' 16' 32' SCALE: 1/16" = 1'-0" (11X17) SCALE: 1/8" = 1'-0" (24X36) 0' 8' 16' 32' EX. STORAGE UNIT EX. BUSINESS OFFICE EX. SIGN EX. PAD MOUNTED TRANSFORMER EX. BOLLARD AND KEYPAD AT ROLLING GATE NEW VZW LIGHTNING ROD EX. STORAGE UNIT & OFFICE EX. TREES (TYP.) EX. BUILDING EX. SIGN (9) NEW VZW ANTENNAS MOUNTED TO NEW PIPE MOUNTS BEHIND RF TRANSPARENT WALL (3) PER SECTOR) (6) NEW VZW RRU'S MOUNTED TO NEW Z3.2 WEST ELEVATION 16035 TABLE MOUNTAIN PARKWAY GOLDEN, CO 80403 303-993-3293 WWW.CENTERLINESOLUTIONS.COM 3131 S. VAUGHN WAY, SUITE 550 AURORA, CO 80014 PROJECT INFORMATION: PLANS PREPARED BY: LICENSURE NO: SITE NAME: REV: DATE: DESCRIPTION: BY: DRAWN BY: CHK BY: APV BY: SHEET TITLE: SHEET NUMBER: FTC FOXSTONE 1961 CARIBOU DR. FORT COLLINS, CO 80525 LARIMER COUNTY GW BB KS 1 03/23/18 90% ZONING GW 2 04/06/18 90% ZONING REV A GW 3 05/01/18 90% ZONING REV B GW 4 10/11/18 100% ZONING BB 5 12/21/18 100% ZONING REV A BB 7 01/16/19 100% ZONING REV C BB PRELIMINARY - NOT FOR CONSTRUCTION 1 WEST ELEVATION 2 NOT USED SCALE: N.T.S. SCALE: 1/16" = 1'-0" (11X17) SCALE: 1/8" = 1'-0" (24X36) 0' 8' 16' 32' SCALE: NTS SCALE: NTS T.O. NEW TOWER ELEV. 40'-0" C.L. NEW VZW ANTENNAS ELEV. 36'-0" T.O. NEW LIGHTNING ROD ELEV. 45'-0" EX. PAD MOUNTED TRANSFORMER EX. BOLLARD (TYP.) (9) NEW VZW ANTENNAS MOUNTED TO NEW PIPE MOUNTS BEHIND RF TRANSPARENT WALL (3) PER SECTOR) (6) NEW VZW RRU'S MOUNTED TO NEW PIPE MOUNTS ON BACK OF ANTENNAS (2) PER SECTOR) STACKED (NOT VISIBLE) NEW VZW LIGHTNING ROD EX. STORAGE UNIT & OFFICE EX. TREES 16035 TABLE MOUNTAIN PARKWAY GOLDEN, CO 80403 303-993-3293 WWW.CENTERLINESOLUTIONS.COM 3131 S. VAUGHN WAY, SUITE 550 AURORA, CO 80014 PROJECT INFORMATION: PLANS PREPARED BY: LICENSURE NO: SITE NAME: REV: DATE: DESCRIPTION: BY: DRAWN BY: CHK BY: APV BY: SHEET TITLE: SHEET NUMBER: FTC FOXSTONE 1961 CARIBOU DR. FORT COLLINS, CO 80525 LARIMER COUNTY GW BB KS 1 03/23/18 90% ZONING GW 2 04/06/18 90% ZONING REV A GW 3 05/01/18 90% ZONING REV B GW 4 10/11/18 100% ZONING BB 5 12/21/18 100% ZONING REV A BB 7 01/16/19 100% ZONING REV C BB PRELIMINARY - NOT FOR CONSTRUCTION PRELIMINARY - NOT FOR CONSTRUCTION NOTE: REFER TO VERIZON's FINAL RFDS INFORMATION FOR TOTAL ANTENNA, RRH, & OVP MODEL & COUNT Z4 ANTENNA & CABLE SCHEDULES AND RF PLUMBING DIAGRAM 1 ANTENNA & CABLE SCHEDULES SCALE: NTS AWS & PCS RRH PCS LTE 6-PORT ANTENNA AWS LTE UPPER OVP MAIN OVP 1 5/8" 6X12 HYBRID CABLE 850 LTE RET 700 & 850 RRH 700 LTE UPPER OVP MAIN OVP 1 5/8" 6X12 HYBRID CABLE NEW VZW ANTENNA / RRH / OVP SCHEDULE: ANTENNA & EQUIPMENT COUNTS PER RFDS INFO. LISTED ON T1 General Notes (City of Fort Collins and Larimer County) Appendix E-1-FC/Lar 1. All materials, workmanship, and construction of public improvements shall meet or exceed the standards and specifications set forth in the Larimer County Urban Area Street Standards and applicable state and federal regulations. Where there is conflict between these plans and the specifications, or any applicable standards, the most restrictive standard shall apply. All work shall be inspected and approved by the Local Entity. 2. All references to any published standards shall refer to the latest revision of said standard, unless specifically stated otherwise. 4. The engineer who has prepared these plans, by execution and/or seal hereof, does hereby affirm responsibility to the Local Entity, as beneficiary of said engineer's work, for any errors and omissions contained in these plans, and approval of these plans by the Local Entity Engineer shall not relieve the engineer who has prepared these plans of all such responsibility. Further, to the extent permitted by law, the engineer hereby agrees to hold harmless and indemnify the Local Entity, and its officers and employees, from and against all liabilities, claims, and demands which may arise from any errors and omissions contained in these plans. 5. All sanitary sewer, storm sewer, and water line construction, as well as power and other “dry” utility installations, shall conform to the Local Entity standards and specifications current at the date of approval of the plans by the Local Entity Engineer. 6. The type, size, location and number of all known underground utilities are approximate when shown on the drawings. It shall be the responsibility of the Developer to verify the existence and location of all underground utilities along the route of the work before commencing new construction. The Developer shall be responsible for unknown underground utilities. 7. The Engineer shall contact the Utility Notification Center of Colorado (UNCC) at 1- 800-922-1987, at least 2 working days prior to beginning excavation or grading, to have all registered utility locations marked. Other unregistered utility entities (i.e. ditch / irrigation company) are to be located by contacting the respective representative. Utility service laterals are also to be located prior to beginning excavation or grading. It shall be the responsibility of the Developer to relocate all existing utilities that conflict with the proposed improvements shown on these plans. 8. The Developer shall be responsible for protecting all utilities during construction and for coordinating with the appropriate utility company for any utility crossings required. 9. If a conflict exists between existing and proposed utilities and/or a design modification is required, the Developer shall coordinate with the engineer to modify the design. Design modification(s) must be approved by the Local Entity prior to beginning construction. 10. The Developer shall coordinate and cooperate with the Local Entity, and all utility companies involved, to assure that the work is accomplished in a timely fashion and with a minimum disruption of service. The Developer shall be responsible for contacting, in advance, all parties affected by any disruption of any utility service as well as the utility companies. 18. The Local Entity shall not be responsible for any damages or injuries sustained in this Development as a result of groundwater seepage, whether resulting from groundwater flooding, structural damage or other damage unless such damage or injuries are sustained as a result of the Local Entity failure to properly maintain its water, wastewater, and/or storm drainage facilities in the development. 21. The Developer shall be responsible for insuring that no mud or debris shall be tracked onto the existing public street system. Mud and debris must be removed within 24 hours by an appropriate mechanical method (i.e. machine broom sweep, light duty front-end loader, etc.) or as approved by the Local Entity street inspector. 30. The Developer shall be responsible for all aspects of safety including, but not limited to, excavation, trenching, shoring, traffic control, and security. Refer to OSHA Publication 2226, Excavating and Trenching. 36. Dimensions for layout and construction are not to be scaled from any drawing. If pertinent dimensions are not shown, contact the Designer for clarification, and annotate the dimension on the as-built record drawings. 37. The Developer shall have, onsite at all times, one (1) signed copy of the approved plans, one (1) copy of the appropriate standards and specifications, and a copy of any permits and extension agreements needed for the job. 38. If, during the construction process, conditions are encountered which could indicate a situation that is not identified in the plans or specifications, the Developer shall contact the Designer and the Local Entity Engineer immediately. 39. Developer shall be responsible for recording as-built information on a set of record drawings kept on the construction site, and available to the Local Entity's Inspector at all times. Upon completion of the work, the contractor(s) shall submit record drawings to the Local Entity Engineer. 42. Damaged curb, gutter and sidewalk existing prior to construction, as well as existing fences, trees, streets, sidewalks, curbs and gutters, landscaping, structures, and improvements destroyed, damaged or removed due to construction of this project, shall be replaced or restored in like kind at the Developer's expense, unless otherwise indicated on these plans, prior to the acceptance of completed improvements and/or prior to the issuance of the first Certificate of Occupancy. 16035 TABLE MOUNTAIN PARKWAY GOLDEN, CO 80403 303-993-3293 WWW.CENTERLINESOLUTIONS.COM 3131 S. VAUGHN WAY, SUITE 550 AURORA, CO 80014 PROJECT INFORMATION: PLANS PREPARED BY: LICENSURE NO: SITE NAME: REV: DATE: DESCRIPTION: BY: DRAWN BY: CHK BY: APV BY: SHEET TITLE: SHEET NUMBER: FTC FOXSTONE 1961 CARIBOU DR. FORT COLLINS, CO 80525 LARIMER COUNTY GW BB KS 1 03/23/18 90% ZONING GW 2 04/06/18 90% ZONING REV A GW 3 05/01/18 90% ZONING REV B GW 4 10/11/18 100% ZONING BB 5 12/21/18 100% ZONING REV A BB 7 01/16/19 100% ZONING REV C BB PRELIMINARY - NOT FOR CONSTRUCTION GN1 GENERAL NOTES (SHEET 1 OF 4) PRELIMINARY - NOT FOR CONSTRUCTION DESIGN NOTES 1.0 GENERAL CONDITIONS 1.1 DESIGN AND CONSTRUCTION OF ALL WORK SHALL CONFORM TO THE IBC 2015 EDITION AND ALL OTHER APPLICABLE STATE CODES, ORDINANCES, AND REGULATIONS. IN CASE OF CONFLICT BETWEEN THE CODES, STANDARDS, AND REGULATIONS. SPECIFICATIONS, GENERAL NOTES AND/OR MANUFACTURER'S REQUIREMENTS. USE THE MOST STRINGENT PROVISION. 1.2 IT IS THE EXPRESS INTENT OF THE PARTIES INVOLVED IN THIS PROJECT THAT THE CONTRACTOR OR SUBCONTRACTOR OR INDEPENDENT CONTRACTOR OR THEIR RESPECTIVE EMPLOYEES SHALL EXCULPATE THE ARCHITECT, THE ENGINEER, THE CONSTRUCTION MANAGER, THE OWNER, AND THEIR AGENTS, FROM ANY LIABILITY WHATSOEVER AND HOLD THEM HARMLESS AGAINST LOSS, DAMAGES, LIABILITY OR ANY EXPENSE ARISING IN ANY MATTER FROM THE WRONGFUL OR NEGLIGENT ACT, OR FAILURE TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS, OR THE CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES OR FAILURE TO CONFORM TO THE STATE SCAFFOLDING ACT IN CONNECTION WITH THE WORK. 1.3 DESIGN LOADS ARE: WIND SPEED 100 MPH 3 SEC SNOW LOAD 30 PSF GENERAL CONSTRUCTION NOTES: GENERAL CONSTRUCTION 1. FOR THE PURPOSE OF CONSTRUCTION DRAWINGS, THE FOLLOWING DEFINITIONS SHALL APPLY: GENERAL CONTRACTOR: T.B.D. CONTRACTOR: T.B.D. OWNER: VERIZON WIRELESS 2. ALL SITE WORK SHALL BE COMPLETED AS INDICATED ON THE DRAWINGS AND VERIZON 16035 TABLE MOUNTAIN PARKWAY GOLDEN, CO 80403 303-993-3293 WWW.CENTERLINESOLUTIONS.COM 3131 S. VAUGHN WAY, SUITE 550 AURORA, CO 80014 PROJECT INFORMATION: PLANS PREPARED BY: LICENSURE NO: SITE NAME: REV: DATE: DESCRIPTION: BY: DRAWN BY: CHK BY: APV BY: SHEET TITLE: SHEET NUMBER: FTC FOXSTONE 1961 CARIBOU DR. FORT COLLINS, CO 80525 LARIMER COUNTY GW BB KS 1 03/23/18 90% ZONING GW 2 04/06/18 90% ZONING REV A GW 3 05/01/18 90% ZONING REV B GW 4 10/11/18 100% ZONING BB 5 12/21/18 100% ZONING REV A BB 7 01/16/19 100% ZONING REV C BB PRELIMINARY - NOT FOR CONSTRUCTION GN2 GENERAL NOTES (SHEET 2 OF 4) PRELIMINARY - NOT FOR CONSTRUCTION GENERAL CONSTRUCTION NOTES CONTINUED: COAXIAL CABLE NOTES 63. TYPES AND SIZES OF THE ANTENNA CABLE ARE BASED ON ESTIMATED LENGTHS. PRIOR TO ORDERING CABLE, CONTRACTOR SHALL VERIFY ACTUAL LENGTH BASED ON CONSTRUCTION LAYOUT AND NOTIFY THE PROJECT MANAGER IF ACTUAL LENGTHS EXCEED ESTIMATED LENGTHS. 64. CONTRACTOR SHALL VERIFY THE DOWN-TILT OF EACH ANTENNA WITH A DIGITAL LEVEL. 65. CONTRACTOR SHALL CONFIRM COAX COLOR CODING PRIOR TO CONSTRUCTION. 66. ALL JUMPERS TO THE ANTENNAS FROM THE MAIN TRANSMISSION LINE SHALL BE 1/2" DIA. LDF AND SHALL NOT EXCEED 6'-0". 67. ALL COAXIAL CABLE SHALL BE SECURED TO THE DESIGNED SUPPORT STRUCTURE, IN AN APPROVED MANNER, AT DISTANCES NOT TO EXCEED 4'-0" OC. 68. CONTRACTOR SHALL FOLLOW ALL MANUFACTURER'S RECOMMENDATIONS REGARDING BOTH THE INSTALLATION AND GROUNDING OF ALL COAXIAL CABLES, CONNECTORS, ANTENNAS, AND ALL OTHER EQUIPMENT. 69. CONTRACTOR SHALL WEATHERPROOF ALL ANTENNA CONNECTORS WITH SELF AMALGAMATING TAPE. WEATHERPROOFING SHALL BE COMPLETED IN STRICT ACCORDANCE WITH VERIZON WIRELESS STANDARDS. GENERAL CABLE AND EQUIPMENT NOTES 70. CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY ANTENNA, TMAS, DIPLEXERS, AND COAX CONFIGURATION, MAKE AND MODELS PRIOR TO INSTALLATION. 71. ALL CONNECTIONS FOR HANGERS, SUPPORTS, BRACING, ETC. SHALL BE INSTALLED PER TOWER MANUFACTURER'S RECOMMENDATIONS. 72. CONTRACTOR SHALL REFERENCE THE TOWER STRUCTURAL ANALYSIS/DESIGN DRAWINGS FOR DIRECTIONS ON CABLE DISTRIBUTION/ROUTING. 73. ALL OUTDOOR RF CONNECTORS/CONNECTIONS SHALL BE WEATHERPROOFED, EXCEPT THE PRELIMINARY - NOT FOR CONSTRUCTION 16035 TABLE MOUNTAIN PARKWAY GOLDEN, CO 80403 303-993-3293 WWW.CENTERLINESOLUTIONS.COM 3131 S. VAUGHN WAY, SUITE 550 AURORA, CO 80014 PROJECT INFORMATION: PLANS PREPARED BY: LICENSURE NO: SITE NAME: REV: DATE: DESCRIPTION: BY: DRAWN BY: CHK BY: APV BY: SHEET TITLE: SHEET NUMBER: FTC FOXSTONE 1961 CARIBOU DR. FORT COLLINS, CO 80525 LARIMER COUNTY GW BB KS 1 03/23/18 90% ZONING GW 2 04/06/18 90% ZONING REV A GW 3 05/01/18 90% ZONING REV B GW 4 10/11/18 100% ZONING BB 5 12/21/18 100% ZONING REV A BB 7 01/16/19 100% ZONING REV C BB PRELIMINARY - NOT FOR CONSTRUCTION GN3 GENERAL NOTES (SHEET 3 OF 4) GENERAL CONSTRUCTION NOTES CONTINUED: COAXIAL CABLE NOTES 63. TYPES AND SIZES OF THE ANTENNA CABLE ARE BASED ON ESTIMATED LENGTHS. PRIOR TO ORDERING CABLE, CONTRACTOR SHALL VERIFY ACTUAL LENGTH BASED ON CONSTRUCTION LAYOUT AND NOTIFY THE PROJECT MANAGER IF ACTUAL LENGTHS EXCEED ESTIMATED LENGTHS. 64. CONTRACTOR SHALL VERIFY THE DOWN-TILT OF EACH ANTENNA WITH A DIGITAL LEVEL. 65. CONTRACTOR SHALL CONFIRM COAX COLOR CODING PRIOR TO CONSTRUCTION. 66. ALL JUMPERS TO THE ANTENNAS FROM THE MAIN TRANSMISSION LINE SHALL BE 1/2" DIA. LDF AND SHALL NOT EXCEED 6'-0". 67. ALL COAXIAL CABLE SHALL BE SECURED TO THE DESIGNED SUPPORT STRUCTURE, IN AN APPROVED MANNER, AT DISTANCES NOT TO EXCEED 4'-0" OC. 68. CONTRACTOR SHALL FOLLOW ALL MANUFACTURER'S RECOMMENDATIONS REGARDING BOTH THE INSTALLATION AND GROUNDING OF ALL COAXIAL CABLES, CONNECTORS, ANTENNAS, AND ALL OTHER EQUIPMENT. 69. CONTRACTOR SHALL WEATHERPROOF ALL ANTENNA CONNECTORS WITH SELF AMALGAMATING TAPE. WEATHERPROOFING SHALL BE COMPLETED IN STRICT ACCORDANCE WITH VERIZON WIRELESS STANDARDS. GENERAL CABLE AND EQUIPMENT NOTES 70. CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY ANTENNA, TMAS, DIPLEXERS, AND COAX CONFIGURATION, MAKE AND MODELS PRIOR TO INSTALLATION. 71. ALL CONNECTIONS FOR HANGERS, SUPPORTS, BRACING, ETC. SHALL BE INSTALLED PER TOWER MANUFACTURER'S RECOMMENDATIONS. 72. CONTRACTOR SHALL REFERENCE THE TOWER STRUCTURAL ANALYSIS/DESIGN DRAWINGS FOR DIRECTIONS ON CABLE DISTRIBUTION/ROUTING. 73. ALL OUTDOOR RF CONNECTORS/CONNECTIONS SHALL BE WEATHERPROOFED, EXCEPT THE 16035 TABLE MOUNTAIN PARKWAY GOLDEN, CO 80403 303-993-3293 WWW.CENTERLINESOLUTIONS.COM 3131 S. VAUGHN WAY, SUITE 550 AURORA, CO 80014 PROJECT INFORMATION: PLANS PREPARED BY: LICENSURE NO: SITE NAME: REV: DATE: DESCRIPTION: BY: DRAWN BY: CHK BY: APV BY: SHEET TITLE: SHEET NUMBER: FTC FOXSTONE 1961 CARIBOU DR. FORT COLLINS, CO 80525 LARIMER COUNTY GW BB KS 1 03/23/18 90% ZONING GW 2 04/06/18 90% ZONING REV A GW 3 05/01/18 90% ZONING REV B GW 4 10/11/18 100% ZONING BB 5 12/21/18 100% ZONING REV A BB 7 01/16/19 100% ZONING REV C BB PRELIMINARY - NOT FOR CONSTRUCTION GN4 GENERAL NOTES (SHEET 4 OF 4) PRELIMINARY - NOT FOR CONSTRUCTION 3.6 CURING: A. FRESHLY DEPOSITED CONCRETE SHALL BE PROTECTED FROM PREMATURE DRYING AND EXCESSIVELY HOT AND COLD TEMPERATURES AND SHALL BE MAINTAINED WITH MINIMUM MOISTURE LOSS AT A RELATIVELY CONSTANT TEMPERATURE FOR A PERIOD OF TIME NECESSARY FOR THE HYDRATION OF THE CEMENT AND PROPER HARDENING OF THE CONCRETE. B. CONCRETE SHALL BE KEPT CONTINUOUSLY MOIST AT LEAST OVERNIGHT, IMMEDIATELY FOLLOWING THE INITIAL CURING. BEFORE THE CONCRETE HAS DRIED. ADDITIONAL CURING SHALL BE ACCOMPLISHED BY ONE OF THE FOLLOWING MATERIALS OR METHODS: 1. PONDING OR CONTINUOUS SPRINKLING. 2. ABSORPTIVE MAT OR FABRIC KEPT CONTINUOUSLY WET. 3. NON-ABSORPTIVE FILM (POLYETHYLENE) OVER PREVIOUSLY SPRINKLED SURFACE. 4. SAND OR OTHER COVERING KEPT CONTINUOUSLY WET. 5. CONTINUOUS STEAM (NOT EXCEEDING 150 F) OR VAPOR MIST BATH. 6. SPRAYED- ON CURING COMPOUND APPLIED IN TWO COATS, SPRAYED IN PERPENDICULAR DIRECTION C. THE FINAL CURING SHALL CONTINUE UNTIL THE CUMULATIVE NUMBER OF DAYS OR FRACTION THEREOF, NOT NECESSARILY CONSECUTIVE, DURING WHICH TEMPERATURE OF THE AIR IN CONTACT WITH CONCRETE IS ABOVE 50F HAS TOTALED SEVEN (7) DAYS. CONCRETE SHALL NOT BE PERMITTED TO FREEZE DURING THE CURING PERIOD. RAPID DRYING AT THE END OF THE CURING PERIOD SHALL BE PREVENTED. GENERAL FIBER REINFORCED PLASTIC NOTES: 1.1 ALL FRP MATERIAL SHALL BE EXTREN SERIES 500 OR EQUIV. 1.2 ALL ADHESIVE SHALL BE PLEXUS METHACRYLATE ADHESIVE OR EQUIV. 1.3 ALL FRP CONNECTIONS SHALL BE FULL BONDED EACH SIDE WITH 3 8" PLATE AND MINIMUM (2) 3 8" TAPERED FLAT HEAD FRP SCREWS PER MEMBER. 1.4 ALL PANELS SHALL BE FULL BONDED W/ 3 8" PAN HEAD FRP SCREWS AT 12" O.C. GENERAL STRUCTURAL STEEL NOTES: PART 1 - GENERAL 1.1 SCOPE: A. PROVIDE FABRICATION AND ERECTION OF STRUCTURAL STEEL AND OTHER ITEMS AS SHOWN ON THE DRAWINGS OR REQUIRED BY OTHER SECTIONS OF THESE SPECIFICATIONS. 1.2 REFERENCES: A. AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC). MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN (ASD). B. AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM). ASTM A36: STRUCTURAL STEEL ASTM A53: PIPE, STEEL BLACK AND HOT DIPPED, ZINC-COATED WELDED AND SEAMLESS. ASTM A108: STEEL BARS, CARBON, COLD FINISHED, STANDARD QUALITY. ASTM A123: ZINC (HOT-DIPPED GALVANIZED) COATING ON IRON AND STEEL PRODUCTS. ASTM A307: CARBON STEEL BOLTS AND STUDS, 60,000 P.S.I. TENSILE STRENGTH. ASTM A325: HIGH-STRENGTH BOLT FOR STRUCTURAL STEEL JOINTS. ASTM A490: HEAT-TREATED, STRUCTURAL STEEL BOLTS, 150 (KSI) (1035MPA) TENSILE STRENGTH. ASTM A500: COLD-FORMED WELDED AND SEAMLESS CARBON STEEL STRUCTURAL TUBING IN ROUNDS AND SHAPES. ASTM A563: CARBON AND ALLOY STEEL NUTS. ASTM B695: COATINGS OF ZINC MECHANICALLY DEPOSITED ON IRON AND STEEL. ASTM F436: HARDENED STEEL WASHERS. ASTM F959: COMPRESSIBLE-WASHER-TYPE DIRECT TENSION INDICATOR FOR USE WITH STRUCTURAL FASTENERS. C. AMERICAN WELDING SOCIETY (AWS): AWS A5.1: COVERED CARBON STEEL ARC WELDING ELECTRODES. AWS A5.5: LOW ALLOY STEEL COVERED ARC WELDING ELECTRODES. AWS D1.1: STRUCTURAL WELDING CODE - STEEL. D. RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS (RCSC): "SPECIFICATIONS FOR STRUCTURAL JOINTS USING ASTM A325 BOLTS OR ASTM A490 BOLTS." AS ENDORSED BY AISC. E. STEEL STRUCTURES PAINTING COUNCIL (SSPC): SSPC-SP3: POWER TOOL CLEANING. SSPC-PAINT 11: RED IRON OXIDE, ZINC CHROME, RAW LINSEED OIL OR ALKYD PAINT. 1.3 SUBMITTALS: A. SUBMIT THE FOLLOWING FOR APPROVAL: 1. FABRICATION AND ERECTION DRAWINGS SHOWING ALL DETAILS, CONNECTIONS, MATERIAL DESIGNATIONS, AND ALL TOP STEEL ELEVATIONS. B. WELDERS SHALL BE QUALIFIED AS PRESCRIBED IN AWS D1.1. PART 2 - PRODUCTS 2.1 STRUCTURAL STEEL: A. SHAPES, PLATES AND BARS SHALL CONFORM TO ASTM A572. ANGLES SHALL CONFORM TO ASTM A36. B. STRUCTURAL TUBING SHALL CONF0RM TO ASTM A500, GRADE B. STEEL PIPE SHALL CONFORM TO ASTM A53, TYPE E OR S, GRADE B. 2.2 ANCHOR BOLTS: A. ANCHOR BOLTS SHALL CONFORM TO ASTM A307 WITH HEAVY HEXAGONAL NUTS. 2.3 BOLTS: A. COMMON (MACHINE) BOLTS SHALL CONFORM TO ASTM A307 GRADE A AND NUTS TO ASTM A563. ONE COMMON BOLT ASSEMBLY SHALL CONSIST OF A BOLT. A HEAVY HEX NUT AND A HARDENED WASHER. B. HIGH-STRENGTH BOLTS SHALL CONFORM TO ASTM A325; ONE HIGH STRENGTH BOLT ASSEMBLY SHALL CONSIST OF A HEAVY HEX STRUCTURAL BOLT, A HEAVY HEX NUT, A HARDENED WASHER CONFORMING TO ASTM F436. THE HARDENED WASHER SHALL BE INSTALLED AGAINST THE ELEMENT TURNED IN TIGHTENING. UNLESS NOTED OTHERWISE ON THE DRAWINGS, ALL CONNECTIONS SHALL BE BEARING TYPE CONNECTIONS. 2.4 WELDING ELECTRODES: A. WELDING ELECTRODES SHALL COMPLY WITH AWS D1.1 USING A5.1 OR A5.5 E70XX AND SHALL BE COMPATIBLE WITH THE WELDING PROCESS SELECTED. 2.5 PRIMER: A. PRIMER SHALL BE RED OXIDE-CHROMATE PRIMER COMPLYING WITH SSPC PAINT SPECIFICATION NO. 11. PART 3 - EXECUTION 3.1 FABRICATION: A. SHOP FABRICATE AND ASSEMBLY MATERIALS AS SPECIFIED HEREIN. 1. FABRICATE ITEMS OF STRUCTURAL STEEL IN ACCORDANCE WITH THE AISC-ASD SPECIFICATION, AND AS INDICATED ON THE APPROVED SHOP DRAWINGS. 2. ALL EXPOSED STRUCTURAL STEEL SHALL BE HOT DIP GALVANIZED PER ASTM. 3. PROPERLY MARK AND MATCH-MARK MATERIALS FOR FIELD ASSEMBLY AND FOR IDENTIFICATION AS TO LOCATION FOR WHICH INTENDED. 4. FABRICATE AND DELIVER IN A SEQUENCE WHICH WILL EXPEDITE ERECTION AND MINIMIZE FIELD HANDLING OF MATERIALS. 5. WHERE FINISHING IS REQUIRED, COMPLETE THE ASSEMBLY, INCLUDING THE WELDING OF UNITS, BEFORE START OF FINISHING OPERATIONS. 6. PROVIDE FINISH SURFACE OF MEMBERS EXPOSED IN THE FINAL STRUCTURE FREE FROM MARKINGS, BURNS, AND OTHER DEFECTS. B. PROVIDE CONNECTIONS AS SPECIFIED HEREIN: 1. PROVIDE BOLTS AND WASHERS OF TYPES AND SIZE REQUIRED FOR COMPLETION OF FIELD ERECTION. USE 3/4 INCH DIAMETER A325 BOLTS UNLESS NOTED OTHERWISE. 2. INSTALL HIGH STRENGTH THREADED FASTENERS IN ACCORDANCE WITH RCSC "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR ASTM A490 BOLTS." 3. WELDED CONSTRUCTION SHALL COMPLY WITH AWS D1.1 FOR PROCEDURES, APPEARANCE, QUALITY OF WELD, AND METHODS USED IN CORRECTING WELDED WORK. 4. THE FABRICATOR SHALL FURNISH AND INSTALL ERECTION CLIPS FOR FIT-UP OF WELDED CONNECTIONS. 5. DOUBLE ANGLE MEMBERS SHALL HAVE WELDED FILLERS SPACED IN ACCORDANCE WITH CHAPTER E4 OF THE AISC-ASD SPECIFICATION. 6. GUSSET AND STIFFENER PLATES SHALL BE 3/8 INCH THICK MINIMUM. 3.2 PRIMING: A. STRUCTURAL STEEL SHALL BE PRIMED AS SPECIFIED HEREIN, UNLESS SHOWN OTHERWISE ON THE DRAWINGS. B. STRUCTURAL STEEL SURFACE PREPARATION SHALL CONFORM TO SSPC-SP3, "POWER TOOL CLEANING." C. SURFACE PREPARATION AND PRIMER SHALL BE IN ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE AS INCLUDED IN THE ASD MANUAL OF STEEL CONSTRUCTION. D. MATERIALS SHALL REMAIN CLOSED UNTIL REQUIRED FOR USE, MANUFACTURER'S POT-LIFE REQUIREMENTS SHALL BE STRICTLY ADHERED TO. E. PRIMER SHALL BE APPLIED TO DRY, CLEAN, PREPARED SURFACE AND UNDER FAVORABLE CONDITIONS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. UNLESS OTHERWISE RECOMMENDED BY THE MANUFACTURER PRIMING SHALL NOT BE DONE WHEN AMBIENT TEMPERATURE IS LESS THAN 50 DEGREE F. THE RELATIVE HUMIDITY IS MORE THAN 90 PERCENT, OR THE SURFACE TEMPERATURE IS LESS THAN 5 DEGREE F ABOVE THE DEW POINT. F. GENERALLY ALL PRIMER SHALL BE SPRAY APPLIED. BRUSH OR ROLLER APPLICATION SHALL BE RESTRICTED TO TOUCHUP AND TO AREAS NOT ACCESSIBLE BY SPRAY GUN. G. PRIMER SHALL BE UNIFORMLY APPLIED WITHOUT RUNS, SAGS, SOLVENT BLISTERS, DRY SPRAY OR OTHER BLEMISHES. ALL BLEMISHES AND OTHER IRREGULARITIES SHALL BE REPAIRED OR REMOVED AND THE AREA RE-COATED. SPECIAL ATTENTION SHALL BE PAID TO CREVICES, WELD LINES, BOLT HEADS, CORNERS, EDGES, ETC., TO OBTAIN THE REQUIRED NOMINAL FILM THICKNESS. H. THE DRY FILM THICKNESS OF THE PRIMER SHALL BE 2.0 MILS. I. IF THE PRIMER IS DAMAGED BY WELDING OR PHYSICAL ABUSE, THE AREA SHALL BE TOUCHED UP AND REPAIRED. THE TOUCHUP PAINT SHALL BE COMPATIBLE WITH THE APPLIED PRIMER WITH MINIMUM DRY FILM THICKNESS OF 1.5 MILS. 3.3 INSTALLATION: A. INSTALLATION OF STRUCTURAL STEEL SHALL COMPLY WITH AISC "CODE OF STANDARD PRACTICE." B. STRUCTURAL FIELD WELDING SHALL BE DONE BY THE ELECTRIC SUBMERGED OR SHIELDED METAL ARC PROCESS. WELDED CONSTRUCTION SHALL COMPLY WITH AWS D1.1. C. PROVIDE ANCHOR BOLTS AND OTHER CONNECTORS REQUIRED FOR SECURING STRUCTURAL STEEL TO ELEVATOR SHAFT WALLS AND OTHER IN-PLACE WORK. PROVIDE TEMPLATES AND OTHER DEVICES NECESSARY FOR PRESETTING BOLTS AND ANCHORS TO ACCURATE LOCATIONS. D. SPLICE MEMBERS ONLY WHERE INDICATED ON THE DRAWINGS. E. ANY GAS CUTTING TORCHES HAVE TO BE APPROVED IN WRITING BY THE PROJECT STRUCTURAL ENGINEER. F. PROVIDE TEMPORARY SHORING BRACING WITH CONNECTIONS OF SUFFICIENT STRENGTH TO BEAR IMPOSED LOADS. REMOVE TEMPORARY CONNECTIONS AND MEMBERS WHEN PERMANENT MEMBERS ARE IN PLACE AND THE FINAL CONNECTIONS HAVE BEEN MADE. G. ALIGN AND ADJUST MEMBERS, AND OTHER SURFACES WHICH WILL BE IN THE PERMANENT CONTACT, BEFORE ASSEMBLY. H. HIGH-STRENGTH BOLTS AS A MINIMUM, SHALL BE TIGHTENED TO A "SNUG TIGHT" CONDITION AS DEFINED IN THE LATEST AISC SPECIFICATION. ALL HIGH-STRENGTH BOLTS SPECIFIED ON THE DESIGN DRAWINGS TO BE USED IN PRETENSIONED OR SLIP-CRITICAL JOINTS SHALL BE TIGHTENED TO A BOLT TENSION NOT LESS THAN THAT GIVEN IN AISC TABLE J3.1. INSTALLATION SHALL BE BY ANY OF THE FOLLOWING METHODS: TURN-OF NUT METHOD, A DIRECT-TENSION-INDICATOR, TWIST-OFF-TYPE TENSION-CONTROL BOLT, CALIBRATED WRENCH, OR ALTERNATIVE DESIGN BOLT. RET CONNECTORS, USING BUTYL TAPE AFTER INSTALLATION AND FINAL CONNECTIONS ARE MADE. BUTYL TAPE SHALL HAVE A MINIMUM OF ONE-HALF TAPE WIDTH OVERLAP ON EACH TURN AND EACH LAYER SHALL BE WRAPPED THREE TIMES. WEATHERPROOFING SHALL BE SMOOTH WITHOUT BUCKLING. BUTYL BLEEDING IS NOT ALLOWED. SELF BONDING TAPE AND PLASTIC ENCLOSURES ALSO PERMITTED PER ATT-002-290-041 SECTION 7. 74. IF REQUIRED TO PAINT ANTENNAS AND/OR COAX: A. TEMPERATURE SHALL BE ABOVE 50° F. B. PAINT COLOR MUST BE APPROVED BY BUILDING OWNER/LANDLORD. C. FOR REGULATED TOWERS, FAA/FCC APPROVED PAINT IS REQUIRED. D. DO NOT PAINT OVER COLOR CODING OR ON EQUIPMENT MODEL NUMBERS. 75. ALL CABLES SHALL BE GROUNDED WITH COAXIAL CABLE GROUND KITS. FOLLOW THE MANUFACTURER'S RECOMMENDATIONS. A. GROUNDING AT THE ANTENNA LEVEL. B. GROUNDING AT MID LEVEL, TOWERS WHICH ARE OVER 200'-0", ADDITIONAL CABLE GROUNDING REQUIRED. C. GROUNDING AT BASE OF TOWER PRIOR TO TURNING HORIZONTAL. D. GROUNDING OUTSIDE THE EQUIPMENT SHELTER AT ENTRY PORT. E. GROUNDING INSIDE THE EQUIPMENT SHELTER AT THE ENTRY PORT. 76. ALL PROPOSED GROUND BAR DOWNLEADS ARE TO BE TERMINATED TO THE EXISTING ADJACENT GROUND BAR DOWNLEADS A MINIMUM DISTANCE OF 4'-0" BELOW GROUND BAR. TERMINATIONS MAY BE EXOTHERMIC OR COMPRESSION. 77. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ANTENNA AND THE COAX CONFIGURATION IS THE CORRECT MAKE AND MODELS, PRIOR TO INSTALLATION. 78. ALL CONNECTIONS FOR HANGERS, SUPPORTS, BRACING, ETC. SHALL BE INSTALLED PER TOWER MANUFACTURER'S SPECIFICATION & RECOMMENDATIONS. GENERAL SITE WORK & DRAINAGE NOTES: PART 1 - GENERAL CLEARING, GRUBBING, STRIPPING, EROSION CONTROL, SURVEY, LAYOUT, SUBGRADE PREPARATION AND FINISH GRADING AS REQUIRED TO COMPLETE THE PROPOSED WORK SHOWN IN THESE PLANS. 1.1 REFERENCES: A. DOT (STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION-CURRENT EDITION). B. ASTM (AMERICAN SOCIETY FOR TESTING AND MATERIALS). C. OSHA (OCCUPATION SAFETY AND HEALTH ADMINISTRATION). 1.2 INSPECTION AND TESTING: A. FIELD TESTING OF EARTHWORK COMPACTION AND CONCRETE CYLINDERS SHALL BE PERFORMED BY SUBCONTRACTORS INDEPENDENT TESTING LAB. THIS WORK TO BE COORDINATED BY THE SUBCONTRACTOR. B. ALL WORK SHALL BE INSPECTED AND RELEASED BY THE GENERAL CONTRACTOR WHO SHALL CARRY OUT THE GENERAL INSPECTION OF THE WORK WITH SPECIFIC CONCERN TO PROPER PERFORMANCE OF THE WORK AS SPECIFIED AND/OR CALLED FOR ON THE DRAWINGS. IT IS THE SUBCONTRACTOR'S RESPONSIBILITY TO REQUEST TIMELY INSPECTIONS PRIOR TO PROCEEDING WITH FURTHER WORK THAT WOULD MAKE PARTS OF WORK INACCESSIBLE OR DIFFICULT TO INSPECT. 1.3 SITE MAINTENANCE AND PROTECTION: A. PROVIDE ALL NECESSARY JOB SITE MAINTENANCE FROM COMMENCEMENT OF WORK UNTIL COMPLETION OF THE SUBCONTRACT. B. AVOID DAMAGE TO THE SITE AND TO EXISTING FACILITIES, STRUCTURES, TREES, AND SHRUBS DESIGNATED TO REMAIN. TAKE PROTECTIVE MEASURES TO PREVENT EXISTING FACILITIES THAT ARE NOT DESIGNATED FOR REMOVAL FROM BEING DAMAGED BY THE WORK. C. KEEP SITE FREE OF ALL PONDING WATER. D. PROVIDE EROSION CONTROL MEASURES IN ACCORDANCE WITH STATE DOT AND EPA REQUIREMENTS. E. PROVIDE AND MAINTAIN ALL TEMPORARY FENCING, BARRICADES, WARNING SIGNALS AND SIMILAR DEVICES NECESSARY TO PROTECT AGAINST THEFT FROM PROPERTY DURING THE ENTIRE PERIOD OF CONSTRUCTION. REMOVE ALL SUCH DEVICES UPON COMPLETION OF THE WORK. F. EXISTING UTILITIES: DO NOT INTERRUPT EXISTING UTILITIES SERVING FACILITIES OCCUPIED BY THE OWNER OR OTHERS, EXCEPT WHEN PERMITTED IN WRITING BY THE ENGINEER AND THEN ONLY AFTER ACCEPTABLE TEMPORARY UTILITY SERVICES HAVE BEEN PROVIDED. 1. PROVIDE A MINIMUM 48-HOUR NOTICE TO THE ENGINEER AND RECEIVE WRITTEN NOTICE TO PROCEED BEFORE INTERRUPTING ANY UTILITY SERVICE. PART 2 - PRODUCTS 2.1 SUITABLE BACKFILL: ASTM D2321 (CLASS I, II, III OR IVA) FREE FROM FROZEN LUMPS, REFUSE, STONES OR ROCKS LARGER THAN 3 INCHES IN ANY DIMENSION OR OTHER MATERIAL THAT MAY MAKE THE INORGANIC MATERIAL UNSUITABLE FOR BACKFILL. 2.2 NON-POROUS GRANULAR EMBANKMENT AND BACKFILL: ASTM D2321 (CLASS III, IVA OR IVB) COARSE AGGREGATE. FREE FROM FROZEN LUMPS, REFUSE, STONES OR ROCKS LARGER THAN 3 INCHES IN ANY DIMENSION OR OTHER MATERIAL THAT MAY MAKE THE INORGANIC MATERIAL UNSUITABLE FOR BACKFILL. 2.3 POROUS GRANULAR EMBANKMENT AND BACKFILL: ASTM D2321 (CLASS IA, IB OR II) COARSE AGGREGATE FREE FROM FROZEN LUMPS, REFUSE, STONES OR ROCKS LARGER THAN 3 INCHES IN ANY DIMENSION OR OTHER MATERIAL THAT MAY MAKE THE INORGANIC MATERIAL UNSUITABLE FOR BACKFILL. 2.4 SELECT STRUCTURAL FILL: GRANULAR FILL MATERIAL MEETING THE REQUIREMENTS OF ASTM E850-95. FOR USE AROUND AND UNDER STRUCTURES WHERE STRUCTURAL FILL MATERIAL ARE REQUIRED. 2.5 GRANULAR BEDDING AND TRENCH BACKFILL: WELL-GRADED SAND MEETING THE GRADATION REQUIREMENTS OF ASTM D2487 (SE OR SW-SM). 2.6 COARSE AGGREGATE FOR ACCESS ROAD SUB-BASE COURSE SHALL CONFORM TO ASTM D2940. 2.7 UNSUITABLE MATERIAL: HIGH AND MODERATELY PLASTIC SILTS AND CLAYS (LL>45). MATERIAL CONTAINING REFUSE, FROZEN LUMPS, DEMOLISHED BITUMINOUS MATERIAL, VEGETATIVE MATTER, WOOD, STONES IN EXCESS OF 3 INCHES IN ANY DIMENSION, AND DEBRIS AS DETERMINED BY THE CONSTRUCTION MANAGER. TYPICAL THESE WILL BE SOILS CLASSIFIED BY ASTM AS PT, MH, CH, OH, ML, AND OL. 2.8 GEOTEXTILE FABRIC: MIRAFI 500X OR ENGINEERED APPROVED EQUAL. 2.9 PLASTIC MARKING TAPE: SHALL BE ACID AND ALKALI RESISTANT POLYETHYLENE FILM SPECIFICALLY MANUFACTURED FOR MARKING AND LOCATING UNDERGROUND UTILITIES, 6 INCHES WIDE WITH A MINIMUM THICKNESS OF 0.004 INCH. TAPE SHALL HAVE MINIMUM STRENGTH OF 1500 PSI IN BOTH DIRECTIONS AND MANUFACTURED WITH INTEGRAL CONDUCTORS, FOIL BACKING OR OTHER MEANS TO ENABLE DETECTION BY A METAL DETECTOR WHEN BURIED UP TO 3 FEET DEEP. THE METALLIC CORE OF THE TAPE SHALL BE ENCASED IN A PROTECTIVE JACKET OR PROVIDED WITH OTHER MEANS TO PROTECT IT FROM CORROSION. TAPE COLOR SHALL BE RED FOR ELECTRIC UTILITIES AND ORANGE FOR TELECOMMUNICATION UTILITIES. PART 3 - EXECUTION 3.1 GENERAL: A. BEFORE STARTING GENERAL SITE PREPARATION ACTIVITIES, INSTALL EROSION AND SEDIMENT CONTROL MEASURES. THE WORK AREA SHALL BE CONSTRUCTED AND MAINTAINED IN SUCH CONDITION THAT IN THE EVENT OF RAIN THE SITE WILL BE DRAINED AT ANY TIME. B. BEFORE ALL SURVEY, LAYOUT, STAKING, AND MARKING, ESTABLISH AND MAINTAIN ALL LINES, GRADES, ELEVATIONS AND BENCHMARKS NEEDED FOR EXECUTION OF THE WORK. C. CLEAR AND GRUB THE AREA WITHIN THE LIMITS OF THE SITE. REMOVE TREES, BRUSH, STUMPS, RUBBISH AND OTHER DEBRIS AND VEGETATION RESTING ON OR PROTRUDING THROUGH THE SURFACE OF THE SITE AREA TO BE CLEARED. 1. REMOVE THE FOLLOWING MATERIALS TO A DEPTH OF NO LESS THAN 12 INCHES BELOW THE ORIGINAL GROUND SURFACE: ROOTS, STUMPS, AND OTHER DEBRIS, BRUSH, AND REFUSE EMBEDDED IN OR PROTRUDING THROUGH THE GROUND SURFACE, RAKE, DISK OR PLOW THE AREA TO A DEPTH OF NO LESS THAN 6 INCHES, AND REMOVE TO A DEPTH OF 12 INCHES ALL ROOTS AND OTHER DEBRIS THEREBY EXPOSED. 2. REMOVE TOPSOIL MATERIAL COMPLETELY FROM THE SURFACE UNTIL THE SOIL NO LONGER MEETS THE DEFINITION OF TOPSOIL. AVOID MIXING TOPSOIL WITH SUBSOIL OR OTHER UNDESIRABLE MATERIALS. 3. EXCEPT WHERE EXCAVATION TO GREATER DEPTH IS INDICATED, FILL DEPRESSIONS RESULTING FROM CLEARING, GRUBBING AND DEMOLITION WORK COMPLETELY WITH SUITABLE FILL. A. REMOVE FROM THE SITE AND DISPOSE IN AN AUTHORIZED LANDFILL ALL DEBRIS RESULTING FROM CLEARING AND GRUBBING OPERATIONS. BURNING WILL NOT BE PERMITTED. B. PRIOR TO EXCAVATING, THOROUGHLY EXAMINE THE AREA TO BE EXCAVATED AND/OR TRENCHED TO VERIFY THE LOCATIONS OF FEATURES INDICATED ON THE DRAWINGS AND TO ASCERTAIN THE EXISTENCE AND LOCATION OF ANY STRUCTURE, UNDERGROUND STRUCTURE, OR OTHER ITEM NOT SHOWN THAT MIGHT INTERFERE WITH THE PROPOSED CONSTRUCTION. NOTIFY THE CONSTRUCTION MANAGER OF ANY OBSTRUCTIONS THAT WILL PREVENT ACCOMPLISHMENT OF THE WORK AS INDICATED ON THE DRAWINGS. C. SEPARATE AND STOCK PILE ALL EXCAVATED MATERIALS SUITABLE FOR BACKFILL. ALL EXCESS EXCAVATED AND UNSUITABLE MATERIALS SHALL BE DISPOSED OF OFF-SITE IN A LEGAL MANNER. 3.2 BACKFILL: A. AS SOON AS PRACTICAL, AFTER COMPLETING CONSTRUCTION OF THE RELATED STRUCTURE, INCLUDING EXPIRATION OF THE SPECIFIED MINIMUM CURING PERIOD FOR CAST-IN-PLACE CONCRETE, BACKFILL THE EXCAVATION WITH APPROVED MATERIAL TO RESTORE THE REQUIRED FINISHED GRADE. 1. PRIOR TO PLACING BACKFILL AROUND STRUCTURES, ALL FORMS SHALL BE REMOVED AND THE EXCAVATION CLEANED OF ALL TRASH, DEBRIS, AND UNSUITABLE MATERIALS. 2. BACKFILL BY PLACING AND COMPACTING SUITABLE BACKFILL MATERIAL OR SELECT GRANULAR BACKFILL MATERIAL WHEN REQUIRED IN UNIFORM HORIZONTAL LAYERS OF NO GREATER THAN 8-INCHES LOOSE THICKNESS AND COMPACTED. WHERE HAND OPERATED COMPACTORS ARE USED, THE FILL MATERIAL SHALL BE PLACED IN LIFTS NOT TO EXCEED 4 INCHES IN LOOSE DEPTH AND COMPACTED. 3. WHENEVER THE DENSITY TESTING INDICATES THAT THE CONTRACTOR HAS NOT OBTAINED THE SPECIFIED DENSITY, THE SUCCEEDING LAYER SHALL NOT BE PLACED UNTIL THE SPECIFICATION REQUIREMENTS ARE MET UNLESS OTHERWISE AUTHORIZED BY THE GEOTECHNICAL ENGINEER. THE CONTRACTOR SHALL TAKE WHATEVER APPROPRIATE ACTION IS NECESSARY, SUCH AS DISKING AND DRYING, ADDING WATER, OR INCREASING THE COMPACTIVE EFFORT TO MEET THE MINIMUM COMPACTION REQUIREMENTS. B. THOROUGHLY COMPACT EACH LAYER OF BACKFILL TO A MINIMUM OF 95 PERCENT OF THE MAXIMUM DRY DENSITY AS PROVIDED BY THE STANDARD PROCTOR TEST, ASTM D 698. 3.3 TRENCH EXCAVATION: A. UTILITY TRENCHES SHALL BE EXCAVATED TO THE LINES AND GRADES SHOWN ON THE DRAWINGS OR AS DIRECTED BY THE GENERAL CONTRACTOR. PROVIDE SHORING, SHEETING AND BRACING AS REQUIRED TO PREVENT CAVING OR SLOUGHING OF THE TRENCH WALLS. B. EXTEND THE TRENCH WIDTH A MINIMUM OF 6 INCHES BEYOND THE OUTSIDE EDGE OF THE OUTERMOST CONDUIT. C. WHEN SOFT YIELDING, OR OTHERWISE UNSTABLE SOIL CONDITIONS ARE ENCOUNTERED, BACKFILL AT THE REQUIRED TRENCH TO A DEPTH OF NO LESS THAN 12 INCHES BELOW THE REQUIRED ELEVATION AND BACKFILL WITH GRANULAR BEDDING MATERIAL. RET CONNECTORS, USING BUTYL TAPE AFTER INSTALLATION AND FINAL CONNECTIONS ARE MADE. BUTYL TAPE SHALL HAVE A MINIMUM OF ONE-HALF TAPE WIDTH OVERLAP ON EACH TURN AND EACH LAYER SHALL BE WRAPPED THREE TIMES. WEATHERPROOFING SHALL BE SMOOTH WITHOUT BUCKLING. BUTYL BLEEDING IS NOT ALLOWED. SELF BONDING TAPE AND PLASTIC ENCLOSURES ALSO PERMITTED PER ATT-002-290-041 SECTION 7. 74. IF REQUIRED TO PAINT ANTENNAS AND/OR COAX: A. TEMPERATURE SHALL BE ABOVE 50° F. B. PAINT COLOR MUST BE APPROVED BY BUILDING OWNER/LANDLORD. C. FOR REGULATED TOWERS, FAA/FCC APPROVED PAINT IS REQUIRED. D. DO NOT PAINT OVER COLOR CODING OR ON EQUIPMENT MODEL NUMBERS. 75. ALL CABLES SHALL BE GROUNDED WITH COAXIAL CABLE GROUND KITS. FOLLOW THE MANUFACTURER'S RECOMMENDATIONS. A. GROUNDING AT THE ANTENNA LEVEL. B. GROUNDING AT MID LEVEL, TOWERS WHICH ARE OVER 200'-0", ADDITIONAL CABLE GROUNDING REQUIRED. C. GROUNDING AT BASE OF TOWER PRIOR TO TURNING HORIZONTAL. D. GROUNDING OUTSIDE THE EQUIPMENT SHELTER AT ENTRY PORT. E. GROUNDING INSIDE THE EQUIPMENT SHELTER AT THE ENTRY PORT. 76. ALL PROPOSED GROUND BAR DOWNLEADS ARE TO BE TERMINATED TO THE EXISTING ADJACENT GROUND BAR DOWNLEADS A MINIMUM DISTANCE OF 4'-0" BELOW GROUND BAR. TERMINATIONS MAY BE EXOTHERMIC OR COMPRESSION. 77. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ANTENNA AND THE COAX CONFIGURATION IS THE CORRECT MAKE AND MODELS, PRIOR TO INSTALLATION. 78. ALL CONNECTIONS FOR HANGERS, SUPPORTS, BRACING, ETC. SHALL BE INSTALLED PER TOWER MANUFACTURER'S SPECIFICATION & RECOMMENDATIONS. GENERAL SITE WORK & DRAINAGE NOTES: PART 1 - GENERAL CLEARING, GRUBBING, STRIPPING, EROSION CONTROL, SURVEY, LAYOUT, SUBGRADE PREPARATION AND FINISH GRADING AS REQUIRED TO COMPLETE THE PROPOSED WORK SHOWN IN THESE PLANS. 1.1 REFERENCES: A. DOT (STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION-CURRENT EDITION). B. ASTM (AMERICAN SOCIETY FOR TESTING AND MATERIALS). C. OSHA (OCCUPATION SAFETY AND HEALTH ADMINISTRATION). 1.2 INSPECTION AND TESTING: A. FIELD TESTING OF EARTHWORK COMPACTION AND CONCRETE CYLINDERS SHALL BE PERFORMED BY SUBCONTRACTORS INDEPENDENT TESTING LAB. THIS WORK TO BE COORDINATED BY THE SUBCONTRACTOR. B. ALL WORK SHALL BE INSPECTED AND RELEASED BY THE GENERAL CONTRACTOR WHO SHALL CARRY OUT THE GENERAL INSPECTION OF THE WORK WITH SPECIFIC CONCERN TO PROPER PERFORMANCE OF THE WORK AS SPECIFIED AND/OR CALLED FOR ON THE DRAWINGS. IT IS THE SUBCONTRACTOR'S RESPONSIBILITY TO REQUEST TIMELY INSPECTIONS PRIOR TO PROCEEDING WITH FURTHER WORK THAT WOULD MAKE PARTS OF WORK INACCESSIBLE OR DIFFICULT TO INSPECT. 1.3 SITE MAINTENANCE AND PROTECTION: A. PROVIDE ALL NECESSARY JOB SITE MAINTENANCE FROM COMMENCEMENT OF WORK UNTIL COMPLETION OF THE SUBCONTRACT. B. AVOID DAMAGE TO THE SITE AND TO EXISTING FACILITIES, STRUCTURES, TREES, AND SHRUBS DESIGNATED TO REMAIN. TAKE PROTECTIVE MEASURES TO PREVENT EXISTING FACILITIES THAT ARE NOT DESIGNATED FOR REMOVAL FROM BEING DAMAGED BY THE WORK. C. KEEP SITE FREE OF ALL PONDING WATER. D. PROVIDE EROSION CONTROL MEASURES IN ACCORDANCE WITH STATE DOT AND EPA REQUIREMENTS. E. PROVIDE AND MAINTAIN ALL TEMPORARY FENCING, BARRICADES, WARNING SIGNALS AND SIMILAR DEVICES NECESSARY TO PROTECT AGAINST THEFT FROM PROPERTY DURING THE ENTIRE PERIOD OF CONSTRUCTION. REMOVE ALL SUCH DEVICES UPON COMPLETION OF THE WORK. F. EXISTING UTILITIES: DO NOT INTERRUPT EXISTING UTILITIES SERVING FACILITIES OCCUPIED BY THE OWNER OR OTHERS, EXCEPT WHEN PERMITTED IN WRITING BY THE ENGINEER AND THEN ONLY AFTER ACCEPTABLE TEMPORARY UTILITY SERVICES HAVE BEEN PROVIDED. 1. PROVIDE A MINIMUM 48-HOUR NOTICE TO THE ENGINEER AND RECEIVE WRITTEN NOTICE TO PROCEED BEFORE INTERRUPTING ANY UTILITY SERVICE. PART 2 - PRODUCTS 2.1 SUITABLE BACKFILL: ASTM D2321 (CLASS I, II, III OR IVA) FREE FROM FROZEN LUMPS, REFUSE, STONES OR ROCKS LARGER THAN 3 INCHES IN ANY DIMENSION OR OTHER MATERIAL THAT MAY MAKE THE INORGANIC MATERIAL UNSUITABLE FOR BACKFILL. 2.2 NON-POROUS GRANULAR EMBANKMENT AND BACKFILL: ASTM D2321 (CLASS III, IVA OR IVB) COARSE AGGREGATE. FREE FROM FROZEN LUMPS, REFUSE, STONES OR ROCKS LARGER THAN 3 INCHES IN ANY DIMENSION OR OTHER MATERIAL THAT MAY MAKE THE INORGANIC MATERIAL UNSUITABLE FOR BACKFILL. 2.3 POROUS GRANULAR EMBANKMENT AND BACKFILL: ASTM D2321 (CLASS IA, IB OR II) COARSE AGGREGATE FREE FROM FROZEN LUMPS, REFUSE, STONES OR ROCKS LARGER THAN 3 INCHES IN ANY DIMENSION OR OTHER MATERIAL THAT MAY MAKE THE INORGANIC MATERIAL UNSUITABLE FOR BACKFILL. 2.4 SELECT STRUCTURAL FILL: GRANULAR FILL MATERIAL MEETING THE REQUIREMENTS OF ASTM E850-95. FOR USE AROUND AND UNDER STRUCTURES WHERE STRUCTURAL FILL MATERIAL ARE REQUIRED. 2.5 GRANULAR BEDDING AND TRENCH BACKFILL: WELL-GRADED SAND MEETING THE GRADATION REQUIREMENTS OF ASTM D2487 (SE OR SW-SM). 2.6 COARSE AGGREGATE FOR ACCESS ROAD SUB-BASE COURSE SHALL CONFORM TO ASTM D2940. 2.7 UNSUITABLE MATERIAL: HIGH AND MODERATELY PLASTIC SILTS AND CLAYS (LL>45). MATERIAL CONTAINING REFUSE, FROZEN LUMPS, DEMOLISHED BITUMINOUS MATERIAL, VEGETATIVE MATTER, WOOD, STONES IN EXCESS OF 3 INCHES IN ANY DIMENSION, AND DEBRIS AS DETERMINED BY THE CONSTRUCTION MANAGER. TYPICAL THESE WILL BE SOILS CLASSIFIED BY ASTM AS PT, MH, CH, OH, ML, AND OL. 2.8 GEOTEXTILE FABRIC: MIRAFI 500X OR ENGINEERED APPROVED EQUAL. 2.9 PLASTIC MARKING TAPE: SHALL BE ACID AND ALKALI RESISTANT POLYETHYLENE FILM SPECIFICALLY MANUFACTURED FOR MARKING AND LOCATING UNDERGROUND UTILITIES, 6 INCHES WIDE WITH A MINIMUM THICKNESS OF 0.004 INCH. TAPE SHALL HAVE MINIMUM STRENGTH OF 1500 PSI IN BOTH DIRECTIONS AND MANUFACTURED WITH INTEGRAL CONDUCTORS, FOIL BACKING OR OTHER MEANS TO ENABLE DETECTION BY A METAL DETECTOR WHEN BURIED UP TO 3 FEET DEEP. THE METALLIC CORE OF THE TAPE SHALL BE ENCASED IN A PROTECTIVE JACKET OR PROVIDED WITH OTHER MEANS TO PROTECT IT FROM CORROSION. TAPE COLOR SHALL BE RED FOR ELECTRIC UTILITIES AND ORANGE FOR TELECOMMUNICATION UTILITIES. PART 3 - EXECUTION 3.1 GENERAL: A. BEFORE STARTING GENERAL SITE PREPARATION ACTIVITIES, INSTALL EROSION AND SEDIMENT CONTROL MEASURES. THE WORK AREA SHALL BE CONSTRUCTED AND MAINTAINED IN SUCH CONDITION THAT IN THE EVENT OF RAIN THE SITE WILL BE DRAINED AT ANY TIME. B. BEFORE ALL SURVEY, LAYOUT, STAKING, AND MARKING, ESTABLISH AND MAINTAIN ALL LINES, GRADES, ELEVATIONS AND BENCHMARKS NEEDED FOR EXECUTION OF THE WORK. C. CLEAR AND GRUB THE AREA WITHIN THE LIMITS OF THE SITE. REMOVE TREES, BRUSH, STUMPS, RUBBISH AND OTHER DEBRIS AND VEGETATION RESTING ON OR PROTRUDING THROUGH THE SURFACE OF THE SITE AREA TO BE CLEARED. 1. REMOVE THE FOLLOWING MATERIALS TO A DEPTH OF NO LESS THAN 12 INCHES BELOW THE ORIGINAL GROUND SURFACE: ROOTS, STUMPS, AND OTHER DEBRIS, BRUSH, AND REFUSE EMBEDDED IN OR PROTRUDING THROUGH THE GROUND SURFACE, RAKE, DISK OR PLOW THE AREA TO A DEPTH OF NO LESS THAN 6 INCHES, AND REMOVE TO A DEPTH OF 12 INCHES ALL ROOTS AND OTHER DEBRIS THEREBY EXPOSED. 2. REMOVE TOPSOIL MATERIAL COMPLETELY FROM THE SURFACE UNTIL THE SOIL NO LONGER MEETS THE DEFINITION OF TOPSOIL. AVOID MIXING TOPSOIL WITH SUBSOIL OR OTHER UNDESIRABLE MATERIALS. 3. EXCEPT WHERE EXCAVATION TO GREATER DEPTH IS INDICATED, FILL DEPRESSIONS RESULTING FROM CLEARING, GRUBBING AND DEMOLITION WORK COMPLETELY WITH SUITABLE FILL. A. REMOVE FROM THE SITE AND DISPOSE IN AN AUTHORIZED LANDFILL ALL DEBRIS RESULTING FROM CLEARING AND GRUBBING OPERATIONS. BURNING WILL NOT BE PERMITTED. B. PRIOR TO EXCAVATING, THOROUGHLY EXAMINE THE AREA TO BE EXCAVATED AND/OR TRENCHED TO VERIFY THE LOCATIONS OF FEATURES INDICATED ON THE DRAWINGS AND TO ASCERTAIN THE EXISTENCE AND LOCATION OF ANY STRUCTURE, UNDERGROUND STRUCTURE, OR OTHER ITEM NOT SHOWN THAT MIGHT INTERFERE WITH THE PROPOSED CONSTRUCTION. NOTIFY THE CONSTRUCTION MANAGER OF ANY OBSTRUCTIONS THAT WILL PREVENT ACCOMPLISHMENT OF THE WORK AS INDICATED ON THE DRAWINGS. C. SEPARATE AND STOCK PILE ALL EXCAVATED MATERIALS SUITABLE FOR BACKFILL. ALL EXCESS EXCAVATED AND UNSUITABLE MATERIALS SHALL BE DISPOSED OF OFF-SITE IN A LEGAL MANNER. 3.2 BACKFILL: A. AS SOON AS PRACTICAL, AFTER COMPLETING CONSTRUCTION OF THE RELATED STRUCTURE, INCLUDING EXPIRATION OF THE SPECIFIED MINIMUM CURING PERIOD FOR CAST-IN-PLACE CONCRETE, BACKFILL THE EXCAVATION WITH APPROVED MATERIAL TO RESTORE THE REQUIRED FINISHED GRADE. 1. PRIOR TO PLACING BACKFILL AROUND STRUCTURES, ALL FORMS SHALL BE REMOVED AND THE EXCAVATION CLEANED OF ALL TRASH, DEBRIS, AND UNSUITABLE MATERIALS. 2. BACKFILL BY PLACING AND COMPACTING SUITABLE BACKFILL MATERIAL OR SELECT GRANULAR BACKFILL MATERIAL WHEN REQUIRED IN UNIFORM HORIZONTAL LAYERS OF NO GREATER THAN 8-INCHES LOOSE THICKNESS AND COMPACTED. WHERE HAND OPERATED COMPACTORS ARE USED, THE FILL MATERIAL SHALL BE PLACED IN LIFTS NOT TO EXCEED 4 INCHES IN LOOSE DEPTH AND COMPACTED. 3. WHENEVER THE DENSITY TESTING INDICATES THAT THE CONTRACTOR HAS NOT OBTAINED THE SPECIFIED DENSITY, THE SUCCEEDING LAYER SHALL NOT BE PLACED UNTIL THE SPECIFICATION REQUIREMENTS ARE MET UNLESS OTHERWISE AUTHORIZED BY THE GEOTECHNICAL ENGINEER. THE CONTRACTOR SHALL TAKE WHATEVER APPROPRIATE ACTION IS NECESSARY, SUCH AS DISKING AND DRYING, ADDING WATER, OR INCREASING THE COMPACTIVE EFFORT TO MEET THE MINIMUM COMPACTION REQUIREMENTS. B. THOROUGHLY COMPACT EACH LAYER OF BACKFILL TO A MINIMUM OF 95 PERCENT OF THE MAXIMUM DRY DENSITY AS PROVIDED BY THE STANDARD PROCTOR TEST, ASTM D 698. 3.3 TRENCH EXCAVATION: A. UTILITY TRENCHES SHALL BE EXCAVATED TO THE LINES AND GRADES SHOWN ON THE DRAWINGS OR AS DIRECTED BY THE GENERAL CONTRACTOR. PROVIDE SHORING, SHEETING AND BRACING AS REQUIRED TO PREVENT CAVING OR SLOUGHING OF THE TRENCH WALLS. B. EXTEND THE TRENCH WIDTH A MINIMUM OF 6 INCHES BEYOND THE OUTSIDE EDGE OF THE OUTERMOST CONDUIT. C. WHEN SOFT YIELDING, OR OTHERWISE UNSTABLE SOIL CONDITIONS ARE ENCOUNTERED, BACKFILL AT THE REQUIRED TRENCH TO A DEPTH OF NO LESS THAN 12 INCHES BELOW THE REQUIRED ELEVATION AND BACKFILL WITH GRANULAR BEDDING MATERIAL. WIRELESS PROJECT SPECIFICATIONS. 3. GENERAL CONTRACTOR SHALL VISIT THE SITE AND SHALL FAMILIARIZE HIMSELF WITH ALL CONDITIONS AFFECTING THE PROPOSED WORK AND SHALL MAKE PROVISIONS. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING HIMSELF WITH ALL CONTRACT DOCUMENTS, FIELD CONDITIONS, DIMENSIONS, AND CONFIRMING THAT THE WORK MAY BE ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING WITH CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. 4. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS, AND ORDINANCES. GENERAL CONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS, AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF WORK. 5. ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ORDINANCES, AND APPLICABLE REGULATIONS. 6. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, APPURTENANCES, AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. 7. PLANS ARE NOT TO BE SCALED. THESE PLANS ARE INTENDED TO BE A DIAGRAMMATIC OUTLINE ONLY UNLESS OTHERWISE NOTED. DIMENSIONS SHOWN ARE TO FINISH SURFACES UNLESS OTHERWISE NOTED. SPACING BETWEEN EQUIPMENT IS THE MINIMUM REQUIRED CLEARANCE. THEREFORE, IT IS CRITICAL TO FIELD VERIFY DIMENSIONS, SHOULD THERE BE ANY QUESTIONS REGARDING THE CONTRACT DOCUMENTS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A CLARIFICATION FROM THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. DETAILS ARE INTENDED TO SHOW DESIGN INTENT. MODIFICATIONS MAY BE REQUIRED TO SUIT JOB DIMENSIONS OR CONDITIONS AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF WORK AND PREPARED BY THE ENGINEER PRIOR TO PROCEEDING WITH WORK. 8. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. 9. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE CONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION SPACE FOR APPROVAL BY THE ENGINEER PRIOR TO PROCEEDING. 10. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF WORK AREA, ADJACENT AREAS AND BUILDING OCCUPANTS THAT ARE LIKELY TO BE AFFECTED BY THE WORK UNDER THIS CONTRACT. WORK SHALL CONFIRM TO ALL OSHA REQUIREMENTS AND THE LOCAL JURISDICTION. 11. GENERAL CONTRACTOR SHALL COORDINATE WORK AND SCHEDULE WORK ACTIVITIES WITH OTHER DISCIPLINES. 12. ERECTION SHALL BE DONE IN A WORKMANLIKE MANNER BY COMPETENT EXPERIENCED WORKMAN IN ACCORDANCE WITH APPLICABLE CODES AND THE BEST ACCEPTED PRACTICE. ALL MEMBERS SHALL BE LAID PLUMB AND TRUE AS INDICATED ON THE DRAWINGS. 13. SEAL PENETRATIONS THROUGH FIRE RATED AREAS WITH UL LISTED MATERIALS APPROVED BY LOCAL JURISDICTION. CONTRACTOR SHALL KEEP AREA CLEAN, HAZARD FREE, AND DISPOSE OF ALL DEBRIS. 14. WORK PREVIOUSLY COMPLETED IS REPRESENTED BY LIGHT SHADED LINES AND NOTES. THE SCOPE OF WORK FOR THIS PROJECT IS REPRESENTED BY DARK SHADED LINES AND NOTES. CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR OF ANY EXISTING CONDITIONS THAT DEVIATE FROM THE DRAWINGS PRIOR TO BEGINNING CONSTRUCTION. 15. CONTRACTOR SHALL PROVIDE WRITTEN NOTICE TO THE CONSTRUCTION MANAGER 48 HOURS PRIOR TO COMMENCEMENT OF WORK. 16. THE CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING AND STRUCTURES. ANY DAMAGED PART SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE OWNER. 17. THE CONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START OF CONSTRUCTION. 18. GENERAL CONTRACTOR SHALL COORDINATE AND MAINTAIN ACCESS FOR ALL TRADES AND CONTRACTORS TO THE SITE AND/OR BUILDING. 19. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SECURITY OF THE SITE FOR THE DURATION OF CONSTRUCTION UNTIL JOB COMPLETION. 20. THE GENERAL CONTRACTOR SHALL MAINTAIN IN GOOD CONDITION ONE COMPLETE SET OF PLANS WITH ALL REVISIONS, ADDENDA, AND CHANGE ORDERS ON THE PREMISES AT ALL TIMES. 21. THE GENERAL CONTRACTOR SHALL PROVIDE PORTABLE FIRE EXTINGUISHERS WITH A RATING OF NOT LESS THAN 2-A OT 2-A:10-B:C AND SHALL BE WITHIN 25 FEET OF TRAVEL DISTANCE TO ALL PORTIONS OF WHERE THE WORK IS BEING COMPLETED DURING CONSTRUCTION. 22. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES SHALL BE PROTECTED AT ALL TIMES, AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL BE RELOCATED AS DIRECTED BY THE ENGINEER AND RF. EXTREME CAUTION SHOULD BE USED BY THE CONTRACTOR WHEN EXCAVATING OR DRILLING PIERS AROUND OR NEAR UTILITIES. CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING CREW. THIS SHALL INCLUDE BUT NOT BE LIMITED TO A) FALL PROTECTION, B) CONFINED SPACE, C) ELECTRICAL SAFETY, AND D) TRENCHING & EXCAVATION. 23. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES, WHICH INTERFERE WITH THE EXECUTION OF THE WORK, SHALL BE REMOVED, CAPPED, PLUGGED OR OTHERWISE DISCONNECTED AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, AS DIRECTED BY THE RESPONSIBLE ENGINEER, AND SUBJECT TO THE APPROVAL OF THE OWNER AND/OR LOCAL UTILITIES. 24. THE AREAS OF THE OWNER'S PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER, EQUIPMENT OR DRIVEWAY, SHALL BE GRADED TO A UNIFORM SLOPE, AND STABILIZED TO PREVENT EROSION. 25. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO THE EXISTING SITE DURING CONSTRUCTION. EROSION CONTROL MEASURES, IF REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE FEDERAL AND LOCAL JURISDICTION FOR EROSION AND SEDIMENT CONTROL. 26. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUNDING. FROZEN MATERIALS, SNOW OR ICE SHALL NOT BE PLACED IN ANY FILL OR EMBANKMENT. 27. THE SUBGRADE SHALL BE BROUGHT TO A SMOOTH UNIFORM GRADE AND COMPACTED TO 95 PERCENT STANDARD PROCTOR DENSITY UNDER PAVEMENT AND STRUCTURES AND 80 PERCENT STANDARD PROCTOR DENSITY IN OPEN SPACE. ALL TRENCHES IN PUBLIC RIGHT OF WAY SHALL BE BACKFILLED WITH FLOWABLE FILL OR OTHER MATERIAL PRE-APPROVED BY THE LOCAL JURISDICTION. 28. ALL NECESSARY RUBBISH, STUMPS, DEBRIS, STICKS, STONES, AND OTHER REFUSE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF IN A LAWFUL MANNER. 29. ALL BROCHURES, OPERATING AND MAINTENANCE MANUALS, CATALOGS, SHOP DRAWINGS, AND OTHER DOCUMENTS SHALL BE TURNED OVER TO THE GENERAL CONTRACTOR AT COMPLETION OF CONSTRUCTION AND PRIOR TO PAYMENT. 30. CONTRACTOR SHALL SUBMIT A COMPLETE SET OF AS-BUILT REDLINES TO THE GENERAL CONTRACTOR UPON COMPLETION OF PROJECT AND PRIOR TO FINAL PAYMENT. 31. CONTRACTOR SHALL LEAVE PREMISES IN A CLEAN CONDITION. 32. THE PROPOSED FACILITY WILL BE UNMANNED AND DOES NOT REQUIRE POTABLE WATER OR SEWER SERVICE, AND IS NOT FOR HUMAN HABITAT (NO HANDICAP ACCESS REQUIRED). 33. OCCUPANCY IS LIMITED TO PERIODIC MAINTENANCE AND INSPECTION, APPROXIMATELY 2 TIMES PER MONTH, BY VERIZON WIRELESS TECHNICIANS. 34. NO OUTDOOR STORAGE OR SOLID WASTE CONTAINERS ARE PROPOSED. 35. ALL MATERIAL SHALL BE FURNISHED AND WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST REVISION VERIZON WIRELESS MOBILITY GROUNDING STANDARD "TECHNICAL SPECIFICATION FOR CONSTRUCTION OF GSM/GPRS WIRELESS SITES" AND "TECHNICAL SPECIFICATION FOR FACILITY GROUNDING". IN CASE OF A CONFLICT BETWEEN THE CONSTRUCTION SPECIFICATION AND THE DRAWINGS, THE DRAWINGS SHALL GOVERN. 36. CONTRACTORS SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND INSPECTIONS REQUIRED FOR CONSTRUCTION. IF CONTRACTOR CANNOT OBTAIN A PERMIT, THEY MUST NOTIFY THE GENERAL CONTRACTOR IMMEDIATELY. 37. CONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM THE SITE ON A DAILY BASIS. 38. INFORMATION SHOWN ON THESE DRAWINGS WAS OBTAINED FROM SITE VISITS AND/OR DRAWINGS PROVIDED BY THE SITE OWNER. CONTRACTORS SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES PRIOR TO ORDERING MATERIAL OR PROCEEDING WITH CONSTRUCTION. 39. NO WHITE STROBE LIGHTS ARE PERMITTED. LIGHTING IF REQUIRED, WILL MEET FAA STANDARDS AND REQUIREMENTS. 40. ALL COAXIAL CABLE INSTALLATIONS TO FOLLOW MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS. ANTENNA MOUNTING 41. DESIGN AND CONSTRUCTION OF ANTENNA SUPPORTS SHALL CONFORM TO CURRENT ANSI/TIA-222 OR APPLICABLE LOCAL CODES. 42. ALL STEEL MATERIALS SHALL BE GALVANIZED AFTER FABRICATION IN ACCORDANCE WITH ASTM A123 "ZINC (HOT-DIP GALVANIZED) COATINGS ON IRON AND STEEL PRODUCTS", UNLESS NOTED OTHERWISE. 43. ALL BOLTS, ANCHORS AND MISCELLANEOUS HARDWARE SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A153 "ZINC-COATING (HOT-DIP) ON IRON AND STEEL HARDWARE", UNLESS NOTED OTHERWISE. 44. DAMAGED GALVANIZED SURFACES SHALL BE REPAIRED BY COLD GALVANIZING IN ACCORDANCE WITH ASTM A780. 45. ALL ANTENNA MOUNTS SHALL BE INSTALLED WITH LOCK NUTS, DOUBLE NUTS AND SHALL BE TORQUED TO MANUFACTURER'S RECOMMENDATIONS. 46. CONTRACTOR SHALL INSTALL ANTENNA PER MANUFACTURER'S RECOMMENDATION FOR INSTALLATION AND GROUNDING. 47. ALL UNUSED PORTS ON ANY ANTENNA SHALL BE COVERED WITH CONCEALER CAP WITH PROPER WEATHER PROOFING OR BE TERMINATED WITH A 50 LOAD. 48. PRIOR TO SETTING ANTENNA AZIMUTHS AND DOWNTILTS, ANTENNA CONTRACTOR SHALL CHECK THE ANTENNA MOUNT FOR TIGHTNESS AND ENSURE THAT THEY ARE PLUMB. ANTENNA AZIMUTHS SHALL BE SET FROM TRUE NORTH AND BE ORIENTED WITHIN +/- 5° AS DEFINED BY THE FINAL RF DESIGN. ANTENNA DOWNTILTS SHALL BE WITHIN +/- 0.5° AS DEFINED BY THE RFDS. 49. JUMPERS FROM THE TMA'S MUST TERMINATE TO OPPOSITE POLARIZATION'S IN EACH SECTOR, U.O.N. 50. CONTRACTOR SHALL RECORD THE SERIAL #, SECTOR, AND POSITION OF EACH ACTUATOR INSTALLED AT THE ANTENNAS AND PROVIDE THE INFORMATION TO VERIZON WIRELESS. 51. TMA'S SHALL BE MOUNTED ON PIPE DIRECTLY BEHIND ANTENNAS AS CLOSE TO ANTENNA AS FEASIBLE IN A VERTICAL POSITION, U.O.N. 52. ANTENNAS SHALL HAVE SEPARATION PER RF DESIGN, U.O.N. TORQUE REQUIREMENTS 53. ALL RF CONNECTIONS SHALL BE TIGHTENED BY A TORQUE WRENCH. 54. ALL RF CONNECTIONS, GROUNDING HARDWARE AND ANTENNA HARDWARE SHALL HAVE A TORQUE MARK INSTALLED IN A CONTINUOUS STRAIGHT LINE FROM BOTH SIDES OF THE CONNECTION. A. RF CONNECTION BOTH SIDES OF THE CONNECTOR. B. GROUNDING AND ANTENNA HARDWARE ON THE NUT SIDE STARTING FROM THE THREADS TO THE SOLID SURFACE. EXAMPLE OF SOLID SURFACE: GROUND BAR, ANTENNA BRACKET METAL. 55. ALL 8M ANTENNA HARDWARE SHALL BE TIGHTENED TO 9 LB-FT (12 NM). 56. ALL 12M ANTENNA HARDWARE SHALL BE TIGHTENED TO 43 LB-FT (58 NM). 57. ALL GROUNDING HARDWARE SHALL BE TIGHTENED UNTIL THE LOCK WASHER COLLAPSES AND THE GROUNDING HARDWARE IS NO LONGER LOOSE. 58. ALL DIN TYPE CONNECTIONS SHALL BE TIGHTENED TO 18-22 LB-FT (24.4 - 29.8 NM). 59. ALL N TYPE CONNECTIONS SHALL BE TIGHTENED TO 15-20 LB-IN (1.7 - 2.3 NM). FIBER & POWER CABLE MOUNTING 60. THE FIBER OPTIC TRUNK CABLES SHALL BE INSTALLED INTO CONDUITS, CHANNEL CABLE TRAYS, OR CABLE TRAY. WHEN INSTALLING FIBER OPTIC TRUNK CABLES INTO A CABLE TRAY SYSTEM, THEY SHALL BE INSTALLED INTO AN INTER DUCT AND A PARTITION BARRIER SHALL BE INSTALLED BETWEEN THE 600 VOLT CABLES AND THE INTER DUCT IN ORDER TO SEGREGATE CABLE TYPES. OPTIC FIBER TRUNK CABLES SHALL HAVE APPROVED CABLE RESTRAINTS EVERY (6) SIX FEET AND SECURELY FASTENED TO THE CABLE TRAY SYSTEM. NFPA 70 (NEC) ARTICLE 770 RULES SHALL APPLY. 61. CABLES SHALL BE INSTALLED INTO CONDUITS, CHANNEL CABLE TRAYS, OR CABLE TRAY AND SHALL BE SECURED AT INTERVALS NOT EXCEEDING (6) SIX FEET. AN EXCEPTION; WHERE TYPE TC-ER CABLES ARE NOT SUBJECT TO PHYSICAL DAMAGE, CABLES SHALL BE PERMITTED TO MAKE A TRANSITION BETWEEN CONDUITS, CHANNEL CABLE TRAYS, OR CABLE TRAY WHICH ARE SERVING UTILIZATION EQUIPMENT OR DEVICES, A DISTANCE (6) SIX FEET SHALL NOT BE EXCEEDED WITHOUT CONTINUOUS SUPPORTING. NFPA 70 (NEC) ARTICLES 336 AND 392 RULES SHALL APPLY. 62. WHEN INSTALLING OPTIC FIBER TRUNK CABLES OR TYPE TC-ER CABLES INTO CONDUITS, NFPA 70 (NEC) ARTICLE 300 RULES SHALL APPLY. Appendix E-2 A. Standard Grading and Erosion and Sediment Control Construction Plan Notes 1. The erosion control inspector must be notified at least twenty-four (24) hours prior to any construction on this site. 2. There shall be no earth-disturbing activity outside the limits designated on the accepted plans. 4. At all times during construction, the Developer shall be responsible for preventing and controlling on-site erosion including keeping the property sufficiently watered so as to minimize wind blown sediment. The Developer shall also be responsible for installing and maintaining all erosion control facilities shown herein. 8. When temporary erosion control measures are removed, the Developer shall be responsible for the clean up and removal of all sediment and debris from all drainage infrastructure and other public facilities. 9. The contractor shall clean up any inadvertent deposited material immediately and make sure streets are free of all materials by the end of each working day. 14. A designated area shall be provided on site for concrete truck chute washout. The area shall be constructed so as to contain washout material and located at least fifty (50) feet away from any waterway during construction. Upon completion of construction activities the concrete washout material will be removed and properly disposed of prior to the area being restored. 16035 TABLE MOUNTAIN PARKWAY GOLDEN, CO 80403 303-993-3293 WWW.CENTERLINESOLUTIONS.COM 3131 S. VAUGHN WAY, SUITE 550 AURORA, CO 80014 PROJECT INFORMATION: PLANS PREPARED BY: LICENSURE NO: SITE NAME: REV: DATE: DESCRIPTION: BY: DRAWN BY: CHK BY: APV BY: SHEET TITLE: SHEET NUMBER: FTC FOXSTONE 1961 CARIBOU DR. FORT COLLINS, CO 80525 LARIMER COUNTY GW BB KS 1 03/23/18 90% ZONING GW 2 04/06/18 90% ZONING REV A GW 3 05/01/18 90% ZONING REV B GW 4 10/11/18 100% ZONING BB 5 12/21/18 100% ZONING REV A BB 7 01/16/19 100% ZONING REV C BB PRELIMINARY - NOT FOR CONSTRUCTION FCN1 CONSTRUCTION NOTES PRELIMINARY - NOT FOR CONSTRUCTION Site Plan Notes 1. Refer to final utility plans for exact locations and construction information for storm drainage structures, utility mains and services, proposed topography, street improvements. 2. Refer to the subdivision plat and utility plans for exact locations, areas and dimensions of all easements, lots, tracts, streets, walks and other survey information. 3. The project shall be constructed in accordance with the final amendments to the plans must be reviewed and approved by the city prior to the implementation of any changes to the plans. 4. All rooftop and ground mounted mechanical equipment must be screened from view from adjacent property and public streets. In cases where building parapets do not accomplish sufficient screening, then free-standing screen walls matching the Predominant color of the building shall be constructed. Other minor equipment such as conduit, meters and plumbing vents shall be screened or painted to match surrounding building surfaces. 5. All construction with this development plan must be completed in one phase unless a phasing plan is shown with these plans. 6. [if applicable -- include language for any modifications and conditions approved with pdp/odp]. 7. [if applicable] all single family detached homes shall meet or exceed the garage door standards as outlined in 3.5.2(e) of the land use code. 8. [if applicable] a minimum of (number tbd) housing models for the single family homes shall be required. These housing models shall meet or exceed the standards as outlined in 3.5.2(c) of the land use code. 9. All exterior lighting provided shall comply with the foot-candle requirements in section 3.2.4 of the land use code and shall use a concealed, fully shielded light source with sharp cut-off capability so as to minimize up-light, spill light, glare and unnecessary Diffusion. 10. Signage and addressing are not permitted with this planning document and must be approved by separate city permit prior to construction. Signs must comply with city sign code unless a specific variance is granted by the city. 11. Fire hydrants must meet or exceed poudre fire authority standards. All buildings must provide an approved fire extinguishing system. 12. All bike racks provided must be permanently anchored. 13. All sidewalks and ramps must conform to city standards. Accessable ramps must be provided at all street and drive intersections and at all designated accessable parking spaces. Accessable parking spaces must slope no more than 1:48 in any direction. All accessible routes must slope no more than 1:20 in direction of travel and with no more than 1:48 cross slope. 14. Common open space areas and landscaping within right of ways, street medians, and traffic circles adjacent to common open space areas are required to be maintained by the property owner of the common area. The property owner is responsible for snow removal On all adjacent street sidewalks and sidewalks in common open space areas. 15. Design and installation of all parkway/tree lawn and median areas in the right-of-way shall be in accordance with city standards. Unless otherwise agreed to by the city with the final plans, all ongoing maintenance of such areas is the responsibility of the Owner/developer. 16. The property owner for each residential lot is responsible for snow removal on all street sidewalks adjacent to each residential lot. 17. Private conditions, covenants, and restrictions (cc&r's), or any other private restrictive covenant imposed on landowners within the development, may not be created or enforced having the effect of prohibiting or limiting the installation of xeriscape landscaping, solar/photo-voltaic collectors (if mounted flush upon any established roof line), clothes lines (if located in back yards), odorcontrolled compost bins, or which have the effect of requiring that a portion of any individual lot be planted in turf grass. 18. Any damaged curb, gutter and sidewalk existing prior to construction, as well as streets, sidewalks, curbs and gutters, destroyed, damaged or removed due to construction of this project, shall be replaced or restored to city of fort collins standards at the developer's expense prior to the acceptance of completed improvements and/or prior to the issuance of the first certificate of occupancy. 19. Fire lane marking: a fire lane marking plan must be reviewed and approved by the fire official prior to the issuance of any certificate of occupancy. Where required by the fire code official, approve dsigns or other approved notices that include the words no parking Fire lane shall be provided for fire apparatus access roads to identify such roads or prohibit the obstruction thereof. The means by which fire lanes are designated shall be maintained in a clean and legible condition at all times ad be replaced or repaired when necessary to provide adequate visibility. 20. Premise identification: an addressing plan is required to be reviewed and approved by the city and poudre fire authority prior to the issuance of any certificate of occupancy. Unless the private drive is named, monument signage may be required to allow way-finding. All buildings shall have address numbers, building numbers or approved building identification placed in a position that is plainly legible, visible from the street or road fronting the property, and posted with a minimum of six-inch numerals on a contrasting background. Where access is by means of a private road and the building cannot be viewed from the public way, a monument, pole or other sign or means shall be used to identify the structure. NEW VZW CABLE LENGTHS: SECTOR FROM (RRH) TO (ANTENNAS) ANTENNA RRH JUMPERS JUMPERS MAIN TRUNK CABLE/COAX SIZE (NOMINAL) CABLE/COAX (QUANTITY) ESTIMATED CABLE/COAX (LENGTH) X 1 2"Ø Y 1 2"Ø Z 1 2"Ø FROM (MAIN OVP) TO (RRH) FROM (MAIN OVP) TO (MAIN OVP) X HYB 1X1 Y HYB 1X1 Z HYB 1X1 SECTOR CABLE/HYBRID SIZE (NOMINAL) CABLE/HYBRID (QUANTITY) ESTIMATED CABLE/HYBRID (LENGTH) X, Y, Z HYB 6X12 (1 1 4") 2 NOTE: DISTANCES ARE ACCURATE BASED ON THE EXISTING SITE DRAWINGS. NO ADDITIONAL FOOTAGE ADDED. 45'± 16 SECTOR ANTENNA X Y Z OVP RRH X Y Z TOWER GROUND MODEL / TECHNOLOGY QUANTITY AZIMUTH RAD CENTER SBJAHH-1D65B-DL 0° 36'-0" 700/850, AWS/PCS RxxDC-4750-PF-48 2 N/A N/A N/A N/A N/A N/A N/A N/A 100° 240° 10'± 2 10'± SECTOR CABLE/HYBRID SIZE (NOMINAL) CABLE/HYBRID (QUANTITY) ESTIMATED CABLE/HYBRID (LENGTH) 10'± 10'± 1,1 10'± 10'± RxxDC-4750-PF-48 2 N/A N/A 6-PORT ANTENNA SBJAHH-1D65B-DL SBJAHH-1D65B-DL 700/850, AWS/PCS 700/850, AWS/PCS 2 2 16 16 2 RF PLUMBING DIAGRAM SCALE: N.T.S. 36'-0" 3 36'-0" 3 3 1,1 1,1 FUTURE ANTENNA (TYP.) (2) NEW VZW OVP'S MOUNTED TO NEW PIPE MOUNTS ON BACK OF ANTENNAS PER SECTOR) (NOT VISIBLE) EX. BUILDING (2) NEW VZW EQUIPMENT CABINETS MOUNTED ON NEW PLINTH ON CONC. SLAB WITHIN NEW VZW FENCED LEASE AREA ELEV. 8'-9"± T.O. EX. STORAGE UNIT ELEV. 0'-0" EX. GRADE NEW VZW METER, DISCONNECT AND ILC CABINET MOUNTED TO NEW UNISTRUT H-FRAME EX. TREES BEYOND (TYP.) EX. ROLLING GATE AND OPERATOR EX. TREE TO BE REMOVED NEW VZW DOG EAR CEDAR FENCE SPACE AVAILABLE FOR POTENTIAL FUTURE CARRIERS PIPE MOUNTS ON BACK OF ANTENNAS (2) PER SECTOR) STACKED (NOT VISIBLE) (2) NEW VZW OVP'S MOUNTED TO NEW PIPE MOUNTS ON BACK OF ANTENNAS PER SECTOR) (NOT VISIBLE) T.O. NEW TOWER ELEV. 40'-0" C.L. NEW VZW ANTENNAS ELEV. 36'-0" T.O. NEW LIGHTNING ROD ELEV. 45'-0" ELEV. 8'-9"± T.O. EX. STORAGE UNIT ELEV. 0'-0" EX. GRADE EX. SCISSOR GATE EX. ROLLING GATE NEW VZW LIGHTNING ROD (9) NEW VZW ANTENNAS MOUNTED TO NEW PIPE MOUNTS BEHIND RF TRANSPARENT WALL (3) PER SECTOR) (6) NEW VZW RRU'S MOUNTED TO NEW PIPE MOUNTS ON BACK OF ANTENNAS (2) PER SECTOR) STACKED (NOT VISIBLE) (2) NEW VZW OVP'S MOUNTED TO NEW PIPE MOUNTS ON BACK OF ANTENNAS PER SECTOR) (NOT VISIBLE) T.O. NEW TOWER ELEV. 40'-0" C.L. NEW VZW ANTENNAS ELEV. 36'-0" T.O. NEW LIGHTNING ROD ELEV. 45'-0" ELEV. 8'-9"± T.O. EX. STORAGE UNIT ELEV. 0'-0" EX. GRADE NEW VZW 3 LEG TOWER W/ ANTENNAS AND RELATED EQUIPMENT BEHIND CONCEALMENT PANELS NEW VZW 3 LEG TOWER W/ ANTENNAS AND RELATED EQUIPMENT BEHIND CONCEALMENT PANELS EX. TREE TO BE REMOVED EX. TREE TO BE REMOVED NEW VZW DOG EAR CEDAR FENCE SPACE AVAILABLE FOR POTENTIAL FUTURE CARRIERS SPACE AVAILABLE FOR POTENTIAL FUTURE CARRIERS EX. ROLLING GATE EX. SCISSOR GATE EX. GAS METER NEW VZW 40'-0" THREE LEG TOWER W/ NEW VZW ANTENNAS & EQUIPMENT (SEE DET. 2/Z2) NEW VZW METER, DISCONNECT AND ILC CABINET MOUNTED TO NEW UNISTRUT H-FRAME (SEE DET. 3/Z2) EX. TRASH ENCLOSURE EX. PAVED DRIVEWAY EX. U/G ELECTRICAL (TYP.) EX. U/G TELCO LINE (TYP.) EX. U/G GAS LINE (TYP.) EX. DRAINAGE SWALE EX. CONCRETE CURB (TYP.) EX. TREE EX. KEY PAD NEW VZW U/G POWER RUN WITHIN NEW 5'-0" UTILITY EASEMENT (2) NEW VZW EQUIPMENT CABINETS MOUNTED TO NEW 2-BAY PLINTH ON NEW CONC. SLAB NEW VZW METER, DISCONNECT AND ILC CABINET MOUNTED TO NEW UNISTRUT H-FRAME EX. U/G TELCO LINE (TYP.) EX. U/G ELECTRICAL RUN WILL NEED TO BE RE-ROUTED EX. CONCRETE CURB (TYP.) EX. ROLLING GATE EX. SCISSOR GATE NEW VZW U/G FIBER RUN WITHIN NEW CONDUIT W/ (3) INNERDUCTS NEW VZW U/G FIBER RUN IN 2" CONDUIT W/ (3) INNERDUCTS FROM NEW FIBER HAND HOLE NEW VZW U/G POWER RUN WITHIN NEW CONDUIT FROM EX. PAD MOUNTED TRANSFORMER (BY OTHERS) (2) NEW VZW EQUIPMENT CABINETS MOUNTED TO NEW 2-BAY PLINTH ON CONC. SLAB (SEE DET. 3/Z2) (2) NEW VZW OVPs EX. GATE OPERATOR MOUNTED TO NEW PIPE KEYPAD EX. CONCRETE FILLED BOLLARD NEW VZW FENCING TO MATCH EXISTING, W/ 5' SECURED GATE EX. GATE OPERATOR KEYPAD 8'-4" 8'-0" NEW VZW 40'-0" TOWER LEG AND CAISSON (BY OTHERS) EX. U/G ELECTRICAL RUN WILL NEED TO BE RE-ROUTED NEW VZW DOG EAR=ED CEDAR FENCING W/ 5' SECURED GATE 12'-0" TYPICAL 5'-0" UTILITY EASMENT NEW VZW LEASE AREA (182 S.F.) EX. U/G ELECTRICAL WILL NEED TO BE REROUTED ACROSS THE LEASE SPACE 15'-0" ACCESS EASEMENT EX. U/G WATER LINE (TYP.) 15'-0" ACCESS EASEMENT 15'-0" ACCESS EASEMENT EX. U/G TELCO LINE WILL NEED TO BE REROUTED ACROSS THE LEASE SPACE Z SECTOR AZIMUTH 240° EX. TREE (TYP.) EX. CONCRETE CURB (TYP.) EX. TELCO JUNCTION BOX (TYP.) EX. U/G TELCO LINE (TYP.) EX. TELCO BOX (TYP.) CARIBOU DR. AUTOMATION WAY EX.ADJACENT BUILDING EX. PAD MOUNTED TRANSFORMER NEW VZW 15'-0" WIDE ACCESS EASEMENT 5'-0" WIDE UTILITY EASEMENT EX. CONCRETE WALL W/ SIGNAGE EX. U/G GAS LINE EX PROPERTY LINE (TYP.) EX. ROLLING GATE EX. SCISSOR GATE EX. GAS METER EX. TREE TO BE REMOVED, SEE NOTES #3 AND #4 NEW VZW 40'-0" THREE LEG TOWER W/ NEW VZW ANTENNAS & EQUIPMENT (SEE DET. 1/Z2) NEW VZW METER, DISCONNECT AND ILC CABINET MOUNTED TO NEW UNISTRUT H-FRAME (SEE DET. 1/Z2) EX. KEY PAD (TYP.) EX. PARKING LOT EX. ELECTRICAL METER (TYP.) EX. BUILDING ROOFTOP EX. BUILDING ROOFTOP EX. BUILDING ROOFTOP EX. BUILDING ROOFTOP NEW VZW U/G FIBER HAND HOLE NEW VZW U/G FIBER RUN WITHIN NEW CONDUIT FROM NEW FIBER HAND HOLE (BY OTHERS) NEW VZW U/G POWER RUN WITHIN NEW CONDUIT FROM EX. PAD MOUNTED TRANSFORMER (BY OTHERS) 48'-0 1/2" SETBACK 61'-5 1/2" SETBACK NEW VZW LEASE AREA (182 S.F.) NOTES: 1. "ANY DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION, AS WELL AS STREETS, SIDEWALKS, CURBS AND GUTTERS, DESTROYED, DAMAGED OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED OR RESTORED TO CITY OF FORT COLLINS STANDARDS AT THE DEVELOPER'S EXPENSE PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY." 2. AREAS WITHIN THE BLUE CLOUDS ARE UTILITY CROSSINGS AND CONTRACTOR TO HAVE POSITIVE IDENTIFICATION OF ALL EXISTING UNDERGROUND SERVICES IN THE PROPOSED ROUTE PRIOR TO BEGINNING ANY WORK. 3. MINIMUM SEPERATION OF NEW UTILITIES CROSSING EXISTING LINES IS 18" (SEE SHEET FCN1 FOR ADDITIONAL SITE PLAN NOTES) NEW VZW LEASE AREA, (250 S.F.) EX. TELCO PEDESTAL NEW 10'-0" WIDE PUBLIC UTILITY EASEMENT EX.ADJACENT BUILDING EX. PAD MOUNTED TRANSFORMER EX. CONCRETE WALL W/ SIGNAGE EX. U/G GAS LINE EX PROPERTY LINE (TYP.) EX. ROLLING GATE EX. SCISSOR GATE EX. GAS METER EX. KEY PAD (TYP.) EX. PARKING LOT EX. ELECTRICAL METER (TYP.) EX. BUILDING ROOFTOP EX. BUILDING ROOFTOP EX. BUILDING ROOFTOP EXISTING TREE TO BE REMOVED, SEE NOTES 1 & 2 NOTES: 1. PRIOR TO CERTIFICATE OF OCCUPANCY, THE DEVELOPER MUST FULFILL TREE MITIGATION REQUIREMENTS IN THE FORM OF A PAYMENT IN LIEU OF PLANTING UPSIZED MITIGATION TREES ON_SITE. THE FOLLOWING METHOD MUST ACCOUNT FOR THE 2 MITIGATION TREES NOT SHOWN TO BE PLANTED ON THE PLAN. PAYMENT IS MADE TO THE CITY OF FORT COLLINS FORESTRY DIVISION TO PLANT 2 MITIGATION TREES ON CITY PROPERTY. PAYMENT SHALL BE $450 PER UPSIZED MITIGATION TREE (TOTAL OF $900). 2. TREE REMOVAL SHALL BE PERFORMED BY A BUSINESS THAT HOLDS A CURRENT CITY OF FORT COLLINS ARBORIST LICENSE WHERE REQUIRED BY CODE DRIVEWAY EX. STORAGE UNIT ROOFTOP EX. PAVED DRIVEWAY EX. TELCO JUNCTION BOX (TYP.) EX. U/G TELCO LINE (TYP.) CARIBOU DR. AUTOMATION WAY EX.ADJACENT BUILDING 5'-0" WIDE UTILITY EASEMENT EX PROPERTY LINE (TYP.) EX. ROLLING GATE EX. SCISSOR GATE EX. GAS METER NEW VZW 40'-0" THREE LEG TOWER W/ NEW VZW ANTENNAS & EQUIPMENT (SEE DET. 1/Z2) NEW VZW METER, DISCONNECT AND ILC CABINET MOUNTED TO NEW UNISTRUT H-FRAME (SEE DET. 1/Z2) EX. PARKING LOT EX. ELECTRICAL METER (TYP.) EX. BUILDING ROOFTOP EX. BUILDING ROOFTOP NEW VZW U/G FIBER RUN WITHIN NEW CONDUIT FROM NEW FIBER HAND HOLE (BY OTHERS) NEW VZW U/G POWER RUN WITHIN NEW CONDUIT FROM EX. PAD MOUNTED TRANSFORMER (BY OTHERS) HAND DIG AS REQUIRED AT 8" PVC DRAIN PIPE CROSSING EXISTING BURIED 8" PVC DRAINAGE PIPE, HAND DIG IN THIS LOCATION 5'-0" EX. U/G ELECTRICAL WILL NEED TO BE REROUTED ACROSS THE LEASE SPACE EX. U/G TELCO LINE WILL NEED TO BE REROUTED ACROSS THE LEASE SPACE 6" 3/4" NEW VZW UTILITY EASEMENT UTILITY EASEMENT LEGEND EX. PAD MOUNTED TRANSFORMER EX. CONCRETE WALL W/ SIGNAGE EX. U/G GAS LINE NEW VZW U/G FIBER HAND HOLE NEW VZW U/G POWER RUN WITHIN NEW CONDUIT FROM EX. PAD MOUNTED TRANSFORMER (BY OTHERS) EX. TELCO PEDESTAL NEW 10'-0" WIDE PUBLIC UTILITY EASEMENT CONTACT: TBD WK: / CELL: CONTACT: AUSTIN KREAGER WK: / CELL: 970-221-6700 UTILITIES APPLICANT: VERIZON 3131 S. VAUGHN WAY, SUITE 550 AURORA, CO 80014 CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSIONS AND CONDITIONS ON THE JOB SITE AND SHALL IMMEDIATELY NOTIFY THE ARCHITECT IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME. DRAWING SCALES SHOWN ARE ACCURATE WHEN PLOTTED ON 11"X17" SHEET. FOR 24"X36" SHEETS USE APPROPRIATE SCALE FACTOR 2X THAT OF SCALE SHOWN OR CONTACT CENTERLINE SOLUTIONS FOR FURTHER INFORMATION. DIMENSIONS SHOWN TAKE PRECEDENCE. CALL 811 TWO BUSINESS DAYS BEFORE DIGGING. THE CONTRACTOR SHALL NOTIFY ONE CALL TO LOCATE ALL UNDERGROUND FACILITIES BEFORE DIGGING. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO STAY CLEAR OF ALL UNDERGROUND FACILITIES. THESE DRAWINGS MAY NOT SHOW ALL UNDERGROUND PIPING AND UTILITIES. THE CONTRACTOR SHALL EXERCISE EXTREME CARE DURING ALL EXCAVATION AND OTHER CONSTRUCTION ACTIVITIES. VERIZON WIRELESS IS RESPONSIBLE FOR ALL UTILITY LOCATES AND UTILITY RELOCATIONS REQUIRED FOR THIS INSTALLATION. VERIZON WIRELESS WILL SCHEDULE AND COORDINATE ALL WORK WITH THE OWNER TO ENSURE NO DISRUPTION TO OWNERS OPERATIONS. VERIZON WIRELESS SHALL BE ABBREVIATED "VZW" THROUGHOUT. 16035 TABLE MOUNTAIN PARKWAY GOLDEN, CO 80403 303-993-3293 WWW.CENTERLINESOLUTIONS.COM 3131 S. VAUGHN WAY, SUITE 550 AURORA, CO 80014 PROJECT INFORMATION: PLANS PREPARED BY: LICENSURE NO: SITE NAME: REV: DATE: DESCRIPTION: BY: DRAWN BY: CHK BY: APV BY: SHEET TITLE: SHEET NUMBER: T1 TITLE SHEET TBD ISSUED FOR: ZONING 01/16/19 FTC FOXSTONE 1961 CARIBOU DR. FORT COLLINS, CO 80525 LARIMER COUNTY GW BB KS 1 03/23/18 90% ZONING GW 2 04/06/18 90% ZONING REV A GW 3 05/01/18 90% ZONING REV B GW 4 10/11/18 100% ZONING BB 5 12/21/18 100% ZONING REV A BB 7 01/16/19 100% ZONING REV C BB PRELIMINARY - NOT FOR CONSTRUCTION CIVIL SURVEYOR: DALEY LAND SURVEYING, INC. 17011 LINCOLN AVENUE STE. 361 PARKER, CO 80134-3144 ROB DALEY, PLS PH: 303.953.9841 SITE ACQUISITION: CENTERLINE SOLUTIONS, LLC JENNIFER DANIELS PH: 303.993.3293 RF ENGINEER: VERIZON WIRELESS RAM NANDIRAJU PH. 303.873.2693 M:720.467.0443 CONSTRUCTION MANAGER: VERIZON WIRELESS KENT MCDERMOTT 406.941.2110 A&E FIRM: CENTERLINE SOLUTIONS, LLC BRAD BRYANT, PM PH: 303.993.3293 X1383 LAND SURVEY ENGINEER OF RECORD: CENTERLINE SOLUTIONS, LLC KHRISTOPHER SCOTT, PE PH: 303.993.3293 APPROVALS Z3.2 WEST ELEVATION UC1 UTILITY COORDINATION PLAN LS3 LAND SURVEY FCN1 CITY OF FT. COLLINS GENERAL NOTES PH2 PH1 PHOTO SIMULATIONS EAST & NORTH PHOTO SIMULATION WEST GN1 GENERAL NOTES (SHEET 1 OF 4) GN2 GENERAL NOTES (SHEET 2 OF 4) GN3 GENERAL NOTES (SHEET 3 OF 4) GN4 GENERAL NOTES (SHEET 4 OF 4) Z4 ANTENNA & CABLE SCHEDULES AND RF PLUMBING DIAGRAM L1 LANDSCAPE PLAN CONTEXT DIAGRAM NEW TOWER POL RL E UE RL HC OWNER'S CERTIFICATION THE UNDERSIGNED DOES/DO HEREBY CERTIFY THAT I/WE ARE THE LAWFUL OWNERS OF REAL PROPERTY ON THIS SITE PLAN AND DO HEREBY CERTIFY THAT I/WE ACCEPT THE CONDITIONS AND RESTRICTIONS SET FORTH ON SAID SITE PLAN. OWNER DATE NOTARY CERTIFICATE STATE OF COLORADO ss.) COUNTY OF ) SUBSCRIBED and sworn to before this _______day of _______________20____ by. WITNESS my hand and official seal. My commision expires: Notary Public_______________________ DIRECTOR OF PLANNING APPROVED BY THE DIRECTOR OF PLANNING OF THE CITY OF FORT COLLINS, COLORADO, THIS _____________DAY OF________________________A.D. 20_____ CDNS DIRECTOR PROJECT PLANS FOR: