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Home My WebLink AboutFTC COLLINDALE, WTE (VERIZON) - BASIC DEVELOPMENT REVIEW - BDR180021 - SUBMITTAL DOCUMENTS - ROUND 3 - PLANSSITE NAME: SITE ADDRESS: FTC COLLINDALE 4824 S. LEMAY AVENUE FORT COLLINS, CO 80525 LARIMER COUNTY DRAWING INDEX T1 TITLE SHEET LS1 LAND SURVEY LS2 SITE LOCATION Z3.1 SITE ELEVATIONS Z1 OVERALL SITE PLAN Z2 ENLARGED SITE PLAN, EQUIPMENT PLAN & ANTENNA DETAIL GENERAL CONTRACTOR NOTE PROJECT TEAM APPROVAL BLOCK TITLE SIGNATURE DATE OWNER ENGINEER PROJECT MANAGER ACKNOWLEDGEMENT OR "SIGN-OFF" BY PARTIES TO THE CONSTRUCTION DRAWINGS DOES NOT CONSTITUTE ALTERATION OF THE LEASE TERMS. PROPERTY OWNER: OAKVILLE REAL ESTAT LLC CONTACT: CHERYL BENNETT PH: 970.237.1895 VICINITY MAP DRIVING DIRECTIONS TO SITE PROJECT DESCRIPTION NEW UNOCCUPIED TELECOMMUNICATIONS SITE CONSISTING OF NEW ANTENNAS ON AN EXISTING BUILDING ROOFTOP, WITH NEW VERIZON ANTENNAS BEHIND SCREEN WALLS. WITH A NEW EQUIPMENT PLATFORM BEHIND THE NORTHERN MOST SCREEN WALL. PROJECT DATA JURISDICTION: PARCEL NUMBER: ZONING DESIGNATION: OCCUPANCY GROUP: CONSTRUCTION TYPE: FULLY SPRINKLERED: NO. OF STORIES: GOVERNING CODES IF APPLICABLE: 2015 IBC, 2015 IFGC, 2015 IMC, 2015 IECC, 2015 IPC, 2017 NEC A.D.A. COMPLIANCE: NOT REQUIRED PER IBC 1103.2.9 - - - - - - - CITY OF FT. COLLINS 86062-76-001 H-C U (ROOFTOP) V-B (ROOFTOP) NO (ROOFTOP) 3 (ROOFTOP) LEGAL DESCRIPTION: 16035 TABLE MOUNTAIN PARKWAY GOLDEN, CO 80403 303-993-3293 WWW.CENTERLINESOLUTIONS.COM VERIZON SERVICES 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 COLLINDALE 4824 S. LEMAY AVENUE FORT COLLINS, CO 80525 LARIMER COUNTY DL BB KS 7 05/15/18 100% ZONING BB 8 10/01/18 100% ZONING REV A BB 9 11/07/18 100% ZONING REV B BB PRELIMINARY - NOT FOR CONSTRUCTION PH1 PHOTOSIMULATION NORTHWEST & SOUTHWEST VIEWS 2 NEW VIEW FROM THE NORTHWEST NEW VZW ANTENNAS CONCEALED BEHIND RF TRANSPARENT SCREEN WALLS (PAINTED TO MATCH EXISTING BUILDING) 1 EXISTING VIEW FROM THE NORTHWEST 4 NEW VIEW FROM THE SOUTHWEST 3 EXISTING VIEW FROM THE SOUTHWEST NEW VZW ANTENNAS CONCEALED BEHIND RF TRANSPARENT SCREEN WALLS (PAINTED TO MATCH EXISTING BUILDING) 16035 TABLE MOUNTAIN PARKWAY GOLDEN, CO 80403 303-993-3293 WWW.CENTERLINESOLUTIONS.COM VERIZON SERVICES 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 COLLINDALE 4824 S. LEMAY AVENUE FORT COLLINS, CO 80525 LARIMER COUNTY DL BB KS 7 05/15/18 100% ZONING BB 8 10/01/18 100% ZONING REV A BB 9 11/07/18 100% ZONING REV B BB PRELIMINARY - NOT FOR CONSTRUCTION PH2 PHOTOSIMULATION NORTHWEST VIEW FROM CHURCH 2 NEW VIEW FROM THE CHURCH TO THE NORTHWEST NEW VZW ANTENNAS CONCEALED BEHIND RF TRANSPARENT SCREEN WALLS (PAINTED TO MATCH EXISTING BUILDING) 1 EXISTING VIEW FROM THE CHURCH TO THE NORTHWEST Z SECTOR SCREEN WALL (NOT VISIBLE, BEYOND ROOFLINE) VZW 16035 TABLE MOUNTAIN PARKWAY GOLDEN, CO 80403 303-993-3293 WWW.CENTERLINESOLUTIONS.COM VERIZON SERVICES 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 COLLINDALE 4824 S. LEMAY AVENUE FORT COLLINS, CO 80525 LARIMER COUNTY DL BB KS 7 05/15/18 100% ZONING BB 8 10/01/18 100% ZONING REV A BB 9 11/07/18 100% ZONING REV B BB PRELIMINARY - NOT FOR CONSTRUCTION Z1 OVERALL SITE PLAN 1 OVERALL SITE PLAN SCALE: 1" = 60'-0" NEW VZW UTILITY EASEMENT NEW VZW ACCESS EASEMENT SCALE: 1" = 60'-0" (11X17) 0' 30' 60' 120' SCALE: 1" = 30'-0" (24X36) LEASE LEGEND NEW VZW EQUIPMENT PLATFORM W/ HANDRAIL KIT (SEE DET. 2/Z2) EX. ROOFTOP NEW VZW UTILITY EASEMENT NEW VZW U/G FIBER RUN (INSIDE EASEMENT) (EXACT ROUTE TBD) NEW VZW X & Y SECTOR ANTENNAS & SCREEN WALL (SEE SHEET Z2) NEW VZW UNDERGROUND FIBER H.H. VAULT (INSIDE EASEMENT) NEW VZW ACCESS EASEMENT 12'-0" EX. PROPERTY LINE, TYP. (SEE LS1) EX. PROPERTY LINE, TYP. (SEE LS1) 1 ENLARGED SITE PLAN SCALE: 1" = 20'-0" 2 EQUIPMENT PLAN SCALE: 1" = 10'-0" 3 ANTENNA DETAILS SCALE: 3/32" = 1'-0" 16035 TABLE MOUNTAIN PARKWAY GOLDEN, CO 80403 303-993-3293 WWW.CENTERLINESOLUTIONS.COM VERIZON SERVICES 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 COLLINDALE 4824 S. LEMAY AVENUE FORT COLLINS, CO 80525 LARIMER COUNTY DL BB KS 7 05/15/18 100% ZONING BB 8 10/01/18 100% ZONING REV A BB 9 11/07/18 100% ZONING REV B BB PRELIMINARY - NOT FOR CONSTRUCTION Z2 ENLARGED SITE PLAN EQUIPMENT PLAN & ANTENNA DETAIL SCALE: 1" = 20'-0" (11X17) 0' 10' 20' 40' SCALE: 1" = 10'-0" (24X36) SCALE: 1" = 10'-0" (11X17) 0' 5' 10' 20' SCALE: 1" = 5'-0" (24X36) 9'-4" AZIMUTH 120° Y SECTOR NEW VZW PLATFORM STEPS NEW VZW H-FRAME W/ INTEGRATED ILC & SERVICE LIGHT AZIMUTH 20° X SECTOR POWER FIBER EX. SUPPORT BEAM EX. ROOF DRAINS 8'-0" 24'-8" NEW VZW HYBRID CABLE IN NEW 4" CONDUIT TO X & Y SECTORS (PAINT TO MATCH) NEW VZW U/G FIBER RUN Z3.1 SITE ELEVATIONS 3 WEST ELEVATION SCALE: 1/32" = 1'-0" 2 NORTH ELEVATION SCALE: 1/32" = 1'-0" 16035 TABLE MOUNTAIN PARKWAY GOLDEN, CO 80403 303-993-3293 WWW.CENTERLINESOLUTIONS.COM VERIZON SERVICES 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 COLLINDALE 4824 S. LEMAY AVENUE FORT COLLINS, CO 80525 LARIMER COUNTY DL BB KS 7 05/15/18 100% ZONING BB 8 10/01/18 100% ZONING REV A BB 9 11/07/18 100% ZONING REV B BB PRELIMINARY - NOT FOR CONSTRUCTION SCALE: 1/32" = 1'-0" (11X17) SCALE: 1/16" = 1'-0" (24X36) 0' 16' 32' 64' 1 EAST ELEVATION SCALE: 1/32" = 1'-0" SCALE: 1/32" = 1'-0" (11X17) SCALE: 1/16" = 1'-0" (24X36) 0' 16' 32' 64' SCALE: 1/32" = 1'-0" (11X17) SCALE: 1/16" = 1'-0" (24X36) 0' 16' 32' 64' C.L. ANTENNAS ELEV. 45'-4"± T.O. CONCEALMENT WALL ELEV. 50'-4"± EX. GRADE ELEV. 0'-0" T.O. VZW CABINETS ELEV. 38'-10"± EX. GRADE ELEV. 0'-0" EX. GRADE ELEV. 0'-0" (4) NEW VZW ANTENNAS, (4) NEW VZW RRHs & POLE MOUNTED BEHIND NEW VZW CONCEALMENT WALL (PER SECTOR) NEW VZW ATTACHED LADDER & ACCESS PORT NEW VZW WALL MOUNTED HYBRID CABLE IN NEW VZW 4" 3 Z SECTOR CONCEALMENT WALL SCALE: 1/32" = 1'-0" 2 PENTHOUSE CONCEALMENT WALL NORTH ELEVATION SCALE: 1/32" = 1'-0" 16035 TABLE MOUNTAIN PARKWAY GOLDEN, CO 80403 303-993-3293 WWW.CENTERLINESOLUTIONS.COM VERIZON SERVICES 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 COLLINDALE 4824 S. LEMAY AVENUE FORT COLLINS, CO 80525 LARIMER COUNTY DL BB KS 7 05/15/18 100% ZONING BB 8 10/01/18 100% ZONING REV A BB 9 11/07/18 100% ZONING REV B BB PRELIMINARY - NOT FOR CONSTRUCTION Z3.2 CONCEALMENT WALLS & PLATFORM ELEVATIONS 1 PENTHOUSE CONCEALMENT WALL EAST ELEVATION SCALE: 1/32" = 1'-0" SCALE: 3/16" = 1'-0" (11X17) 0' 10' SCALE: 3/8" = 1'-0" (24X36) 5' T.O. EX. PENTHOUSE ELEV. 40'-4" C.L. ANTENNAS ELEV. 45'-4"± T.O. CONCEALMENT WALL ELEV. 50'-4"± NEW VZW CONCEALMENT WALL AROUND COMPLETE ROOFTOP PENTHOUSE (TEXTURE AND PAINT TO MATCH TAN) (4) NEW VZW ANTENNAS, & (4) NEW POLE MOUNTED RRHs BEHIND NEW VZW CONCEALMENT WALL (PER SECTOR) NEW VZW FRP CAP (PAINT TO BROWN TO MATCH EX. GUTTER ON PENTHOUSE) NEW VZW STEEL AND FRP FRAME CONNECTED TO EX. STRUCTURE BELOW W/ FULLY ADHERED EPDM FLASHING TO MATCH. 16035 TABLE MOUNTAIN PARKWAY GOLDEN, CO 80403 303-993-3293 WWW.CENTERLINESOLUTIONS.COM VERIZON SERVICES 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 COLLINDALE 4824 S. LEMAY AVENUE FORT COLLINS, CO 80525 LARIMER COUNTY DL BB KS 7 05/15/18 100% ZONING BB 8 10/01/18 100% ZONING REV A BB 9 11/07/18 100% ZONING REV B BB PRELIMINARY - NOT FOR CONSTRUCTION Z4 ANTENNA DETAIL, ANTENNA SCHEDULE & CABLE SCHEDULE PRELIMINARY - NOT FOR CONSTRUCTION 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 NEW VZW CABLE LENGTHS: SECTOR FROM (RRH) TO (ANTENNAS) ANTENNA 16035 TABLE MOUNTAIN PARKWAY GOLDEN, CO 80403 303-993-3293 WWW.CENTERLINESOLUTIONS.COM VERIZON SERVICES 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 COLLINDALE 4824 S. LEMAY AVENUE FORT COLLINS, CO 80525 LARIMER COUNTY DL BB KS 7 05/15/18 100% ZONING BB 8 10/01/18 100% ZONING REV A BB 9 11/07/18 100% ZONING REV B BB PRELIMINARY - NOT FOR CONSTRUCTION PRELIMINARY - NOT FOR CONSTRUCTION 16035 TABLE MOUNTAIN PARKWAY GOLDEN, CO 80403 303-993-3293 WWW.CENTERLINESOLUTIONS.COM VERIZON SERVICES 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: PRELIMINARY - NOT FOR CONSTRUCTION 1 RF SIGNAGE SCALE: 1" = 10'-0" 2 RF SAFETY SIGNAGE DETAIL SCALE: NTS EX. BUILDING MID LEVEL ROOFTOP A RF INFORMATION SIGNAGE GENERAL RADIO FREQUENCY (RF) SAFETY GUIDELINES NOTICE Until ALL applicable antennas have been deactivated, please observe the following: Obey all posted signs. 16035 TABLE MOUNTAIN PARKWAY GOLDEN, CO 80403 303-993-3293 WWW.CENTERLINESOLUTIONS.COM VERIZON SERVICES 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 COLLINDALE 4824 S. LEMAY AVENUE FORT COLLINS, CO 80525 LARIMER COUNTY DL BB KS 7 05/15/18 100% ZONING BB 8 10/01/18 100% ZONING REV A BB 9 11/07/18 100% ZONING REV B BB PRELIMINARY - NOT FOR CONSTRUCTION PRELIMINARY - NOT FOR CONSTRUCTION 4 ANTENNA AND RRH MOUNTING DETAIL SCALE: N.T.S. NEW RRH MOUNTED TO NEW 2" STD. PIPE MOUNT NEW MOUNTING PIPE NEW SECTOR MOUNT (SEE STRUCTURAL) ANTENNA LEVEL OVP OVP MOUNTING BRACKET PER MANUFACTURER 5 OVP MOUNTING DETAIL SCALE: N.T.S. NEW ANTENNA NEW SECTOR MOUNT (SEE STRUCTURAL) 1 NOT USED SCALE: N.T.S. 2 NOT USED SCALE: N.T.S. 6 NOT USED SCALE: N.T.S. 3 NOT USED SCALE: N.T.S. Z6 DETAILS VZW 1 UTILITY PLAN SCALE: 1" = 60'-0" 16035 TABLE MOUNTAIN PARKWAY GOLDEN, CO 80403 303-993-3293 WWW.CENTERLINESOLUTIONS.COM VERIZON SERVICES 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 COLLINDALE 4824 S. LEMAY AVENUE FORT COLLINS, CO 80525 LARIMER COUNTY DL BB KS 7 05/15/18 100% ZONING BB 8 10/01/18 100% ZONING REV A BB 9 11/07/18 100% ZONING REV B BB PRELIMINARY - NOT FOR CONSTRUCTION UC1 UTILITY COORDINATION PLAN SCALE: 1" = 60'-0" (11X17) 0' 30' 60' 120' SCALE: 1" = 30'-0" (24X36) NEW VZW UTILITY EASEMENT NEW VZW ACCESS EASEMENT LEASE LEGEND NEW VZW UTILITY EASEMENT NEW VZW ACCESS EASEMENT 12'-0" EX. PROPERTY LINE, TYP. (SEE LS1) EX. PROPERTY LINE, TYP. (SEE LS1) EX. PROPERTY LINE, TYP. (SEE LS1) SOUTH LEMAY AVENUE RULE DRIVE EX. BUILDING POWER PANELS ON 1ST FLOOR EX. BUILDING 16035 TABLE MOUNTAIN PARKWAY GOLDEN, CO 80403 303-993-3293 WWW.CENTERLINESOLUTIONS.COM VERIZON SERVICES 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 COLLINDALE 4824 S. LEMAY AVENUE FORT COLLINS, CO 80525 LARIMER COUNTY DL BB KS 7 05/15/18 100% ZONING BB 8 10/01/18 100% ZONING REV A BB 9 11/07/18 100% ZONING REV B BB PRELIMINARY - NOT FOR CONSTRUCTION FCN1 CITY OF FT. COLLINS GENERAL NOTES PRELIMINARY - NOT FOR CONSTRUCTION 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. 16035 TABLE MOUNTAIN PARKWAY GOLDEN, CO 80403 303-993-3293 WWW.CENTERLINESOLUTIONS.COM VERIZON SERVICES 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 COLLINDALE 4824 S. LEMAY AVENUE FORT COLLINS, CO 80525 LARIMER COUNTY DL BB KS 7 05/15/18 100% ZONING BB 8 10/01/18 100% ZONING REV A BB 9 11/07/18 100% ZONING REV B 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 WIRELESS PROJECT SPECIFICATIONS. 3. GENERAL CONTRACTOR SHALL VISIT THE SITE AND SHALL FAMILIARIZE HIMSELF WITH ALL 16035 TABLE MOUNTAIN PARKWAY GOLDEN, CO 80403 303-993-3293 WWW.CENTERLINESOLUTIONS.COM VERIZON SERVICES 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 COLLINDALE 4824 S. LEMAY AVENUE FORT COLLINS, CO 80525 LARIMER COUNTY DL BB KS 7 05/15/18 100% ZONING BB 8 10/01/18 100% ZONING REV A BB 9 11/07/18 100% ZONING REV B 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 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 PRELIMINARY - NOT FOR CONSTRUCTION 16035 TABLE MOUNTAIN PARKWAY GOLDEN, CO 80403 303-993-3293 WWW.CENTERLINESOLUTIONS.COM VERIZON SERVICES 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 COLLINDALE 4824 S. LEMAY AVENUE FORT COLLINS, CO 80525 LARIMER COUNTY DL BB KS 7 05/15/18 100% ZONING BB 8 10/01/18 100% ZONING REV A BB 9 11/07/18 100% ZONING REV B BB PRELIMINARY - NOT FOR CONSTRUCTION GN3 GENERAL NOTES (SHEET 3 OF 4) 3.4 TRENCH BACKFILL: A. PROVIDE GRANULAR BEDDING MATERIAL IN ACCORDANCE WITH THE DRAWINGS AND THE UTILITY REQUIREMENTS. B. NOTIFY THE GENERAL CONTRACTOR 24 HOURS IN ADVANCE OF BACKFILLING. C. CONDUCT UTILITY CHECK TESTS BEFORE BACKFILLING. BACKFILL AND COMPACT TRENCH BEFORE ACCEPTANCE TESTING. D. PLACE GRANULAR TRENCH BACKFILL UNIFORMLY ON BOTH SIDES OF THE CONDUITS IN 6-INCH UNCOMPACTED LIFTS UNTIL 12 INCHES OVER THE CONDUITS. SOLIDLY RAM AND TAMP BACKFILL INTO SPACE AROUND CONDUITS. E. PROTECT CONDUIT FROM LATERAL MOVEMENT, IMPACT DAMAGE, OR UNBALANCED LOADING. F. ABOVE THE CONDUIT EMBEDMENT ZONE, PLACE AND COMPACT SATISFACTORY BACKFILL MATERIAL IN 8-INCH MAXIMUM LOOSE THICKNESS LIFTS TO RESTORE THE REQUIRED FINISHED SURFACE GRADE. G. COMPACT FINAL TRENCH BACKFILL TO A DENSITY EQUAL TO OR GREATER THAN THAT OF THE EXISTING UNDISTURBED MATERIAL IMMEDIATELY ADJACENT TO THE TRENCH BUT NO LESS THAN A MINIMUM OF 95 PERCENT OF THE MAXIMUM DRY DENSITY AS PROVIDED BY THE STANDARD PROCTOR TEST, ASTM D 698. 3.5 AGGREGATE ACCESS ROAD: A. CLEAR, GRUB, STRIP AND EXCAVATE FOR THE ACCESS ROAD TO THE LINES AND GRADES INDICATED ON THE DRAWINGS. SCARIFY TO A DEPTH OF 6 INCHES AND PROOF-ROLL. ALL HOLES, RUTS, SOFT PLACES AND OTHER DEFECTS SHALL BE CORRECTED. B. THE ENTIRE SUBGRADE SHALL BE COMPACTED TO NOT LESS THAN 95 PERCENT OF THE MAXIMUM DRY DENSITY AS PROVIDED BY THE MODIFIED PROCTOR TEST, ASTM D 1557. C. AFTER PREPARATION OF THE SUBGRADE IS COMPLETE THE GEOTEXTILE FABRIC (MIRAFI 500XI) SHALL BE INSTALLED TO THE LIMITS INDICATED ON THE DRAWINGS BY ROLLING THE FABRIC OUT LONGITUDINALLY ALONG THE ROADWAY. THE FABRIC SHALL NOT BE DRAGGED ACROSS THE SUBGRADE. PLACE THE ENTIRE ROLL IN A SINGLE OPERATION, 16035 TABLE MOUNTAIN PARKWAY GOLDEN, CO 80403 303-993-3293 WWW.CENTERLINESOLUTIONS.COM VERIZON SERVICES 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 COLLINDALE 4824 S. LEMAY AVENUE FORT COLLINS, CO 80525 LARIMER COUNTY DL BB KS 7 05/15/18 100% ZONING BB 8 10/01/18 100% ZONING REV A BB 9 11/07/18 100% ZONING REV B 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. ROLLING OUT AS SMOOTHLY AS POSSIBLE. 1. OVERLAPS PARALLEL TO THE ROADWAY WILL BE PERMITTED AT THE CENTERLINE AND AT LOCATIONS BEYOND THE ROADWAY SURFACE WIDTH (I.E. WITHIN THE SHOULDER WIDTH) ONLY. NO LONGITUDINAL OVERLAPS SHALL BE LOCATED BETWEEN THE CENTERLINE AND THE SHOULDER. PARALLEL OVERLAPS SHALL BE A MINIMUM OF 3 FEET WIDE. 2. TRANSVERSE (PERPENDICULAR TO THE ROADWAY) OVERLAPS AT THE END OF A ROLL SHALL OVERLAP IN THE DIRECTION OF THE AGGREGATE PLACEMENT (PREVIOUS ROLL ON TOP) AND SHALL HAVE A MINIMUM LENGTH OF 3 FEET. 3. ALL OVERLAPS SHALL BE PINNED WITH STAPLES OR NAILS A MINIMUM OF 10 INCHES LONG TO INSURE POSITIONING DURING PLACEMENT OF AGGREGATE. PIN LONGITUDINAL SEAMS AT 25 FOOT CENTERS AND TRANSVERSE SEAMS EVERY 5 FEET. D. THE AGGREGATE BASE AND SURFACE COURSES SHALL BE CONSTRUCTED IN LAYERS NOT MORE THAN 4 INCH (COMPACTED) THICKNESS. AGGREGATE TO BE PLACED ON GEOTEXTILE FABRIC SHALL BE END-DUMPED ON THE FABRIC FROM THE FREE END OF THE FABRIC OR OVER PREVIOUSLY PLACED AGGREGATE. THE FIRST LIFT SHALL BE BLADED DOWN TO A THICKNESS OF 8 INCHES PRIOR TO COMPACTION. AT NO TIME SHALL EQUIPMENT, EITHER TRANSPORTING THE AGGREGATE OR GRADING THE AGGREGATE, BE PERMITTED ON THE ROADWAY WITH LESS THAN 4 INCHES OF MATERIAL COVERING THE FABRIC. E. THE AGGREGATE SHALL BE IMMEDIATELY COMPACTED TO NOT LESS THAN 95 PERCENT OF THE MAXIMUM DRY DENSITY AS PROVIDED BY THE MODIFIED PROCTOR TEST, ASTM D 1557 WITH A TAMPING ROLLER, OR WITH A PNEUMATIC-TIRED ROLLER, OR WITH A VIBRATORY MACHINE OR ANY COMBINATION OF THE ABOVE. THE TOP LAYER SHALL BE GIVEN A FINAL ROLLING WITH A THREE-WHEEL OR TANDEM ROLLER. 3.6 FINISH GRADING: A. PERFORM ALL GRADING TO PROVIDE POSITIVE DRAINAGE AWAY FROM STRUCTURES AND SMOOTH, EVEN SURFACE DRAINAGE OF THE ENTIRE AREA WITHIN THE LIMITS OF CONSTRUCTION. GRADING SHALL BE COMPATIBLE WITH ALL SURROUNDING TOPOGRAPHY AND STRUCTURES. B. UTILIZE SATISFACTORY FILL MATERIAL RESULTING FROM THE EXCAVATION WORK IN THE CONSTRUCTION OF FILLS, EMBANKMENTS AND FOR REPLACEMENT OF REMOVED UNSUITABLE MATERIALS. C. ACHIEVE FINISHED GRADE BY PLACING A MINIMUM OF 4 INCHES OF 1/2" - 3/4" CRUSHED STONE ON TOP SOIL STABILIZER FABRIC. D. REPAIR ALL ACCESS ROADS AND SURROUNDING AREAS USED DURING THE COURSE OF THIS WORK TO THEIR ORIGINAL CONDITION. 3.7 ASPHALT PAVING ROAD: COLORADO A. DIVISION 400 - CDOT PAVEMENT OTHER STATES A. DOT APPROVED PAVEMENT GENERAL CONCRETE WORK NOTES: PART 1 - GENERAL 1.1 SCOPE: A. FORM WORK, REINFORCING STEEL, ACCESSORIES, CAST-IN PLACE CONCRETE, FINISHING, CURING AND TESTING FOR STRUCTURAL CONCRETE FOUNDATIONS. 1.2 REFERENCES: A. ACI (AMERICAN CONCRETE INSTITUTE) 1. ACI 301 SPECIFICATION FOR STRUCTURAL CONCRETE FOR BUILDINGS. 2. ACI 304 RECOMMENDED PRACTICE FOR MEASURING, MIXING, TRANSPORTING AND PLACING CONCRETE. 3. ACI 305 RECOMMENDED PRACTICE FOR HOT WEATHER CONCRETING. 4. ACI 306 RECOMMENDED PRACTICE FOR COLD WEATHER CONCRETING. 5. ACI 308 STANDARD PRACTICE FOR CURING CONCRETING. 6. ACI 309 STANDARD PRACTICE FOR CONSOLIDATION OF CONCRETE. 7. ACI 318 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE. 8. ACI 347 RECOMMENDED PRACTICE FOR CONCRETE FORMWORK. B. ASTM (AMERICAN SOCIETY FOR TESTING AND MATERIALS). THE APPLICABLE STANDARDS OF THE AMERICAN SOCIETY FOR TESTING AND MATERIALS ARE LISTED IN THE ACI STANDARDS AND ARE A PART OF THIS SPECIFICATION. PART 2 - PRODUCTS 2.1 REINFORCING MATERIALS: A. REINFORCING BARS: ASTM A615, GRADE 60, PROPOSED DEFORMED BILLET-STEEL BARS, PLAIN FINISH. B. FURNISH CHAIRS, BOLSTERS, BAR SUPPORTS, SPACERS AS REQUIRED FOR SUPPORT OF REINFORCING STEEL AND WIRE FABRIC. 2.2 CONCRETE MATERIALS: A. PORTLAND CEMENT SHALL BE TYPE II, CONFORMING TO ASTM C-150. B. AGGREGATE SHALL CONFORM TO ASTM C-33. 1. FINE AGGREGATE SHALL BE UNIFORMLY GRADED, CLEAN SHARP, WASHED NATURAL, OR CRUSHED SAND, FREE FROM ORGANIC IMPURITIES. 2. COARSE AGGREGATE SHALL BE NATURAL WASHED GRAVEL OR WASHED CRUSHED ROCK HAVING HARD, STRONG, DURABLE PIECES, FREE FROM ADHERENT COATINGS. 3. MAXIMUM SIZE OF COARSE AGGREGATE SHALL BE 3/4 INCH IN ACCORDANCE WITH THE REQUIREMENTS OF ASTM C-33 GRADATION SIZE NO. 67. C. WATER USED IN CONCRETE MIX SHALL BE POTABLE, CLEAN, AND FREE FROM OILS, ACIDS, SALTS, CHLORIDES, ALKALI, SUGAR, VEGETABLE, OR OTHER INJURIOUS SUBSTANCES. D. THE CONCRETE SHALL CONTAIN AN AIR-ENTRAINING ADMIXTURE COMPLYING WITH THE REQUIREMENTS OF ASTM C-260 AND ACI 212. 1R AND A WATER- REDUCING ADMIXTURE COMPLYING WITH THE REQUIREMENTS OF ASTM C-494 AND ACI 212. 1R. ADMIXTURES SHALL BE PURCHASED AND BATCHED IN LIQUID SOLUTION. THE USE OF CALCIUM CHLORIDE OR AN ADMIXTURE CONTAINING CALCIUM CHLORIDE IS PROHIBITED. ADMIXTURES SHALL BE OF THE SAME MANUFACTURER TO ASSURE COMPATIBILITY. ACCEPTABLE MANUFACTURERS ARE: 1. W.R. GRACE 2. SIKA CORP. 3. MASTER BUILDERS 4. EUCLID CHEMICAL CO. E. CURING COMPOUND SHALL CONFORM TO ASTM C309, TYPE I, ID, CLASS A AND B AND ASTM C171 AS APPLICABLE. 2.3 CONCRETE MIX: A. PROPORTION CONCRETE MIX IN ACCORDANCE WITH REQUIREMENTS OF ACI 301. THE STRENGTH OF CONCRETE SHALL BE AS INDICATED ON THE DRAWINGS. WHERE STRENGTH IS NOT CLEARLY INDICATED, CONCRETE OF MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 4000 P.S.I. SHALL BE USED. B. THE CONCRETE MIX SHALL BE DESIGNED FOR A MAXIMUM SLUMP OF THREE INCHES AT THE POINT OF DISCHARGE. MIXES OF THE STIFFEST CONSISTENCY THAT CAN BE EFFICIENTLY PLACED SHALL BE USED. C. ALL CONCRETE SHALL HAVE (3) TO FIVE (5) PERCENT ENTRAINED AIR. D. ALL STRUCTURAL CONCRETE SHALL CONTAIN A WATER-REDUCING AGENT. PART 3 - EXECUTION 3.1 GENERAL: A. CONSTRUCT AND ERECT THE FORM WORK IN ACCORDANCE WITH ACI 301 AND ACI 347. B. COLD-WEATHER CONCRETING SHALL BE IN ACCORDANCE WITH ACI 306. C. HOT-WEATHER CONCRETING SHALL BE IN ACCORDANCE WITH ACI 305. 3.2 INSERTS, EMBEDDED COMPONENTS AND OPENINGS: A. CONTRACTOR SHALL CHECK ALL CIVIL, ARCHITECTURAL, STRUCTURAL AND ELECTRICAL DRAWINGS FOR OPENINGS, SLEEVES, ANCHOR BOLTS, INSERTS AND OTHER ITEMS TO BE BUILT INTO THE CONCRETE WORK. B. COORDINATE THE WORK OF OTHER SECTION IN FORMING AND SETTING OPENINGS. RECESSES, SLOTS, CHASES, ANCHORS, INSERTS AND OTHER ITEMS TO BE EMBEDDED. C. EMBEDDED ITEMS SHALL BE SET ACCURATELY IN LOCATION, ALIGNMENT, ELEVATION AND PLUMBNESS, LOCATE AND MEASURE FROM ESTABLISHED SURVEYED REFERENCE BENCHMARKS. D. EMBEDDED ITEMS SHALL BE ANCHORED INTO PLACE IN A MANNER TO PREVENT MOVEMENT DURING CONCRETE PLACEMENT AND CONSOLIDATION. COMPONENTS FORMING A PART OF A COMPLETE ASSEMBLY SHALL BE ALIGNED BEFORE ANCHORING INTO PLACE. PROVIDE TEMPORARY BRACING, ANCHORAGE, AND TEMPLATES AS REQUIRED TO MAINTAIN THE SETTING AND ALIGNMENT. 3.3 REINFORCEMENT PLACEMENT: A. PLACE REINFORCEMENT ACCORDING TO CHECKED AND RELEASED DRAWINGS AND IN ACCORDANCE WITH ACI 301 AND ACI 318. B. ACCURATELY POSITION, SUPPORT AND SECURE REINFORCEMENT AGAINST DISPLACEMENT FROM FORM WORK CONSTRUCTION OR CONCRETE PLACEMENT AND CONSOLIDATION. SUPPORT REINFORCING ON METAL CHAIRS, RUNNERS, BOLSTERS, SPACERS AND HANGERS. C. SPLICES OF REINFORCING BARS SHALL BE CLASS B UNLESS SHOWN OTHERWISE ON THE DRAWINGS. SPLICES SHALL BE STAGGERED. FULL DEVELOPMENT LENGTH SHALL BE PROVIDED ACROSS JOINTS. D. LOCATE REINFORCING TO PROVIDE CONCRETE COVER AND SPACING SHOWN ON THE DRAWINGS. MINIMUM COVER SHALL BE AS REQUIRED BY ACI 318. E. WELDING OF AND TO ANY REINFORCING MATERIALS INCLUDING TACK WELDING OF CROSSING BARS IS STRICTLY PROHIBITED. 3.4 CONCRETE PLACEMENT: A. PRIOR TO PLACING CONCRETE, THE FORMS AND REINFORCEMENT SHALL BE THOROUGHLY INSPECTED; ALL TEMPORARY BRACING, TIES AND CLEATS REMOVED; ALL OPENINGS FOR UTILITIES PROPERLY BOXED; ALL FORMS PROPERLY SECURED IN THERE CORRECT POSITION AND MADE TIGHT. ALL REINFORCEMENT AND EMBEDDED ITEMS SHALL BE SECURED IN THEIR PROPER LOCATIONS. ALL OLD AND DRY CONCRETE AND DIRT SHALL BE CLEANED OFF AND ALL STANDING WATER AND OTHER FOREIGN MATERIAL REMOVED. B. PLACING CONCRETE SHALL BE IN ACCORDANCE WITH ACI 301 AND ACI 304 AND SHALL BE CARRIED OUT AT SUCH A RATE THAT THE CONCRETE PREVIOUSLY PLACED IS STILL PLASTIC AND INTEGRATED WITH THE FRESHLY PLACED CONCRETE. CONCRETING ONCE STARTED, SHALL BE CARRIED ON AS A CONTINUOUS OPERATION UNTIL THE SECTION IS COMPLETED. NO COLD JOINTS SHALL BE ALLOWED. C. ALL CONCRETE SHALL BE THOROUGHLY CONSOLIDATED AND COMPACTED BY VIBRATION SPACING, RODDING, OR FORKING DURING THE OPERATION OF PLACING AND DEPOSITING IN ACCORDANCE WITH ACI 309. THE CONCRETE SHALL BE THOROUGHLY WORKED AROUND REINFORCEMENT, EMBEDDED ITEMS, AND INTO THE CORNER OF THE FORMS SO AS TO ELIMINATE ALL AIR AND STONE POCKETS. 3.5 FINISHING: A. FINISHING OF THE FLOOR SLABS SHALL BE IN ACCORDANCE WITH ACI 302.1 SECTION 7.2 WITH A MINIMUM OF THREE TROWELINGS. THE SLAB FINISH TOLERANCE AS MEASURED IN ACCORDANCE WITH ASTM E 1155 SHALL HAVE AN OVERALL TEST NUMBER FOR FLATNESS, FF= 20 AND FOR LEVEL. FL=15. THE MINIMUM LOCAL NUMBER FOR FLATNESS, FF= 15 AND FOR LEVEL FL=10. B. SURFACE OF FLOOR SLAB SHALL RECEIVE TWO COATS OF CLEAR SEALER/HARDNER. C. ABOVE GRADE WALL SURFACES SHALL HAVE A SMOOTH FORM FINISH AS DEFINED IN CHAPTER 10 OF ACI 301. 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. 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. 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. 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. All changes, addendums, additions, deletions and modifications to these drawings must be approved, in writing, by the Fort Collins-Loveland Water District and the South Fort Collins Sanitation District. Mr. Terry Farrill, P.E., District Engineer Date FORT COLLINS - LOVELAND WATER DISTRICT SOUTH FORT COLLINS SANITATION DISTRICT 2 SITE SPECIFIC UTILITY NOTES POWER COORDINATION NOTES: CONTACT: IN-HOUSE -PENDING WALK WITH BUILDING ENGINEER. FIBER COORDINATION NOTES: CONTACT: TBD -TBD UPON COORDINATION WITH FIBER SERVICE PROVIDER. 10'-0" NEW VZW U/G FIBER RUN (INSIDE EASEMENT) (EXACT ROUTE TBD) NEW VZW UNDERGROUND FIBER H.H. VAULT (INSIDE EASEMENT) EX. UNDERGROUND WATER EX. FIRE HYDRANT EX. UNDERGROUND STORMWATER PIPE NEW U/G FIBER CROSSING EX. STORMWATER PIPE EX. WATER / WASTEWATER PIPE CROSSING COORDINATION: CONTACT: DAN MOGEN WATER / WASTEWATER & STORMWATER ENGINEERING, CITY OF FT. COLLINS 970-305-5989 DMOGEN@FCGOV.COM 1. CONTRACTOR TO HAVE POSITVE IDENTIFICATION OF ALL EXISTING UNDERGROUND SERVICES IN THE PROPOSED ROUTE OF THE NEW FIBER RUN, PRIOR TO BEGINNING ANY WORK. 2. NEW FIBER RUN WILL APARENTLY NEED TO RUN BELOW EXISTING STORMWATER LINES AT (2) CROSSING POINTS. MINIMUM SEPARATION AT THESE CROSSING POINTS IS 18". NEW STORMWATER PIPE U/G FIBER CROSSING Assume all antennas are transmitting. Do not touch any antenna. Do not stand in front of any antenna. Do not walk in front of any antenna. Do not walk beyond any signs, barriers, or visual markers towards any antenna. Contact antenna owner or property owner if there are any questions or concerns. verizon Transmitting Antenna(s) Radio frequency fields beyond this point MAY EXCEED the FCC General Population exposure limit. Obey all posted signs and site guidelines. Call Verizon Wireless at 1-800-264-6620 PRIOR to working beyond this point. State: ____ SWITCH: ______________ SITE ID: ________________________ SECTOR/NODE: ___________________ NOTICE verizon Transmitting Antenna(s) Radio frequency fields beyond this point MAY EXCEED the FCC Occupational exposure limit. Obey all posted signs and site guidelines. Call Verizon Wireless at 1-800-264-6620 PRIOR to working beyond this point. State: ____ SWITCH: ______________ SITE ID: ________________________ SECTOR/NODE: ___________________ CAUTION verizon Transmitting Antenna(s) Radio frequency fields beyond this point EXCEED the FCC Occupational exposure limit. Obey all posted signs and site guidelines. Call Verizon Wireless at 1-800-264-6620 PRIOR to working beyond this point. State: ____ SWITCH: ______________ SITE ID: ________________________ SECTOR/NODE: ___________________ WARNING verizon This is an ACCESS POINT to an area with transmitting antennas. Obey all postings and boundaries beyond this point. Call Verizon Wireless at 1-800-264-6620 for more information. STATE: ______ SWITCH: _________________ SITE ID: _______________________________ NOTICE SIGNAGE AND CONTACT INFO INFORMATION verizon B C D E SCALE: 1" = 20'-0" (11X17) 0' 10' 20' 40' SCALE: 1" = 10'-0" (24X36) NEW VZW RF SAFETY SIGNAGE ON BOTTOM OF UPPER ROOF ACCESS LADDER EX. BUILDING UPPER ROOFTOP Z5 RF SAFETY SIGNAGE (3) NEW VZW RF SAFETY SIGNS ON REAR OF ANTENNA MOUNT NEW VZW RF SAFETY SIGNS ON SIDE OF ANTENNA MOUNT EX. BUILDING LOWER LEVEL ROOFTOP A E A C A C A E A E NEW VZW RF SAFETY SIGNAGE ON BOTTOM OF LOWER ROOF ACCESS LADDERS A C A C (1) NEW VZW RF SAFETY SIGNS ON REAR OF ANTENNA MOUNT (1) NEW VZW RF SAFETY SIGNS ON REAR OF ANTENNA MOUNT 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 HYB 6X12 (1 1 4") 2 NOTE: DISTANCES ARE ACCURATE BASED ON THE EXISTING SITE DRAWINGS. NO ADDITIONAL FOOTAGE ADDED. 80'± 16 SECTOR ANTENNA X Y Z OVP RRH X Y Z TOWER GROUND MODEL / TECHNOLOGY QUANTITY AZIMUTH RAD CENTER NHH-65B-R2B 2 20° 45'-4" 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 120° 240° 10'± 2 10'± SECTOR CABLE/HYBRID SIZE (NOMINAL) CABLE/HYBRID (QUANTITY) ESTIMATED CABLE/HYBRID (LENGTH) 2 2 10'± 10'± 1,1 10'± 10'± RxxDC-4750-PF-48 2 N/A N/A 6-PORT ANTENNA NHH-65B-R2B NHH-65B-R2B 700/850, AWS/PCS 1,1 700/850, AWS/PCS 1,1 2 2 16 16 45'-4" 31'-0" 2 RF PLUMBING DIAGRAM SCALE: N.T.S. Z HYB 6X12 (1 1 4") 1 125'± 6" 4" 3'-0" 5'-4" T.O. EX. PENTHOUSE ELEV. 40'-4" C.L. ANTENNAS ELEV. 45'-4"± T.O. CONCEALMENT WALL ELEV. 50'-4"± NEW VZW ATTACHED LADDER MIN. 1'-6" NEW VZW ACCESS PANEL W/ KNOX LOCK BOX C.L. 'Z' SECTOR ANTENNAS ELEV. 31'-0"± T.O. CONCEALMENT WALL ELEV. 35'-3"± NEW VZW CONCEALMENT WALL (TEXTURE AND PAINT TO MATCH TAN) (4) NEW VZW ANTENNAS, & (4) NEW POLE MOUNTED RRHs BEHIND NEW VZW CONCEALMENT WALL 4 EQUIPMENT PLATFORM EAST ELEVATION SCALE: 1/32" = 1'-0" SCALE: 3/16" = 1'-0" (11X17) 0' 10' SCALE: 3/8" = 1'-0" (24X36) 5' SCALE: 3/16" = 1'-0" (11X17) 0' 10' SCALE: 3/8" = 1'-0" (24X36) 5' SCALE: 3/16" = 1'-0" (11X17) 0' 10' SCALE: 3/8" = 1'-0" (24X36) 5' 5 EQUIPMENT PLATFORM SOUTH ELEVATION SCALE: 1/32" = 1'-0" SCALE: 3/16" = 1'-0" (11X17) 0' 10' SCALE: 3/8" = 1'-0" (24X36) 5' 6 EQUIPMENT PLATFORM WEST ELEVATION SCALE: 1/32" = 1'-0" SCALE: 3/16" = 1'-0" (11X17) 0' 10' SCALE: 3/8" = 1'-0" (24X36) 5' NEW VZW 9'-4" X 8'-0" EQUIPMENT PLATFORM W/ GUARDRAILS NEW VZW EQUIPMENT CABINETS ON 2-BAY PLINTH NEW VZW GPS ANTENNA ON 2" Ø GALV. PIPE MOUNTED TO PLATFORM BASE NEW VZW EQUIPMENT LEVEL OVPs MOUNTED TO GUARDRAIL NEW W10X12 I-BEAM SLEEPERS EX. ROOF ELEV. 0'-0"± T.O. PLATFORM ELEV. 1'-9"± EX. ROOF ELEV. 0'-0"± T.O. PLATFORM ELEV. 1'-9"± EX. ROOF ELEV. 0'-0"± T.O. PLATFORM ELEV. 1'-9"± NEW VZW 9'-4" X 8'-0" EQUIPMENT PLATFORM W/ GUARDRAILS NEW VZW EQUIPMENT CABINETS ON 2-BAY PLINTH NEW VZW 9'-4" X 8'-0" EQUIPMENT PLATFORM W/ GUARDRAILS NEW VZW EQUIPMENT CABINETS ON 2-BAY PLINTH NEW VZW GALV. PIPE H-FRAME W/ UNISTRUTS NEW VZW LOAD CENTER NEW VZW GPS ANTENNA ON 2" Ø GALV. PIPE MOUNTED TO PLATFORM BASE NEW VZW EQUIPMENT LEVEL OVPs MOUNTED TO GUARDRAIL NEW VZW GALV. PIPE H-FRAME W/ UNISTRUTS NEW VZW LOAD CENTER NEW VZW GPS ANTENNA ON 2"Ø GALV. PIPE NEW VZW EMERGENCY SERVICE LIGHT ON 60 MIN. TIMER NEW VZW EMERGENCY SERVICE LIGHT ON 60 MIN. TIMER CONDUIT FROM EQUIPMENT PLATFORM TO (2) NEW ANTENNA LEVEL OVPs, (PAINT TO MATCH) TYP. NEW VZW CONCEALMENT ON EX. STAIRWELL ROOFTOP (TEXTURE AND PAINT TO MATCH TAN) (4) NEW VZW ANTENNAS, (4) NEW VZW RRHs (PER SECTOR) BEHIND NEW VZW CONCEALMENT WALL (TEXTURE AND PAINT TO MATCH TAN) (1) NEW VZW ANTENNA LEVEL OVP TYP. BEHIND CONCEALMENT WALL NEW VZW CONCEALMENT WALL FOR Z SECTOR ANTENNAS (TEXTURE AND PAINT TO MATCH) NEW VZW ATTACHED LADDER & ACCESS PORT T.O. ANTENNAS ELEV. 49'-4"± C.L. ANTENNAS ELEV. 45'-4"± T.O. CONCEALMENT WALL ELEV. 50'-4"± T.O. PENTHOUSE ELEV. 40'-4"± T.O. ANTENNAS ELEV. 49'-4"± C.L. ANTENNAS ELEV. 45'-4"± T.O. SCREEN WALL ELEV. 50'-4"± T.O. VZW CABINETS ELEV. 38'-10"± T.O. ANTENNAS ELEV. 49'-4"± NEW VZW SCREEN WALL AROUND COMPLETE ROOFTOP PENTHOUSE (TEXTURE AND PAINT TO MATCH TAN) (4) NEW VZW ANTENNAS, (4) NEW VZW RRHs & POLE MOUNTED BEHIND NEW VZW CONCEALMENT WALL (PER SECTOR) (1) NEW VZW ANTENNA LEVEL OVP, TYP. BEHIND SCREEN WALL C.L. 'Z' SECTOR ANTENNAS ELEV. 31'-0"± T.O. PENTHOUSE ELEV. 40'-4"± T.O. PENTHOUSE ELEV. 40'-4"± T.O. EX. HVAC EQ. ELEV. 40'-10"± T.O. VZW CABINETS ELEV. 38'-10"± T.O. EX. HVAC EQ. ELEV. 40'-10"± T.O. EX. HVAC EQ. ELEV. 40'-10"± T.O. EX. SCREEN WALL ELEV. 37'-10"± T.O. EX. SCREEN WALL ELEV. 37'-10"± T.O. EX. SCREEN WALLS ELEV. 37'-10"± (INSIDE EASEMENT) (2) NEW VZW WALL MOUNTED HYBRID CABLES IN NEW 4" CONDUIT FROM EQUIPMENT PLATFORM (PAINT TO MATCH) NEW VZW EQUIPMENT PLATFORM W/ HANDRAIL KIT (SEE DET. 2/Z2) NEW VZW ADHERED EPDM WALKWAY RUNNERS ADJACENT TO ALL VZW EQUIPMENT ACCESS PATHS (2) NEW VZW HYBRID CABLES IN NEW 4" CONDUIT ON SLEEPERS FROM EQUIPMENT PLATFORM TO ANTENNAS (PAINT TO MATCH) NEW VZW X & Y SECTOR ANTENNAS, (SEE DET. 3/Z2) EX. CLEARWIRE EQUIPMENT IN SCREEN WALL (SEE LS2) EX. CLEARWIRE EQUIPMENT IN SCREEN WALL (SEE LS2) EX. ROOFTOP EX. HVAC, TYP. EX. HVAC, TYP. EX. PARAPET WALL (SEE LS2) EX. PARAPET WALL (SEE LS2) EX. ROOFTOPS EX. ROOFTOP EX. ROOFTOP EX. TRANSFORMER NEW VZW UTILITY EASEMENT NEW VZW UNDERGROUND FIBER RUN (INSIDE EASEMENT) (EXACT ROUTE TBD) EX. EQUIPMENT & TRASH ENCLOSURES EX. GENERATOR EX. BEAMS BELOW 10'-0" NEW VZW SCREENED WALL AROUND COMPLETE ROOFTOP PENTHOUSE (TEXTURE AND PAINT TO MATCH EX. BUILDING) (SEE DET. 3/Z2) NEW VZW ATTACHED LADDER NEW VZW ACCESS PORT W/ SECURITY LOCK (4) NEW VZW ANTENNAS BEHIND NEW SCREEN WALL, TYP. (PER SECTOR) (4) NEW VZW RRHs BEHIND ANTENNAS, TYP. (PER SECTOR) EDGE OF NEW VZW SCREEN WALL TO ALIGN WITH STAIRWELL STRUCTURAL WALLS BELOW NEW 10' TALL VZW SCREEN WALL (LEAVE 4" GAP BETWEEN B.O. SCREEN AND ROOF DECK) (1) NEW VZW ANTENNA LEVEL OVP, TYP. NEW VZW EQUIPMENT CABINETS ON NEW VZW ELEVATED EQUIPMENT PLATFORM W/ GUARDRAILS (TO BE CENTERED OVER EX. BEAMS) NEW VZW Z SECTOR ANTENNAS, BEHIND SCREEN WALLS (SEE DET. 3/Z2) (1) NEW VZW HYBRID CABLE IN NEW 4" CONDUIT FROM EQUIPMENT PLATFORM (PAINT TO MATCH) NEW VZW HYBRID CABLE IN NEW 4" CONDUIT TO Z SECTOR (PAINT TO MATCH) AZIMUTH 240° Z SECTOR AZIMUTH 120° Y SECTOR AZIMUTH 20° X SECTOR NEW VZW SLEEVED CONDUIT PENETRATION THRU PARAPET WALL, PROVIDE BOOT ON EACH SIDE W/ WEATHER TIGHT SEALS EXPOSED CONDUIT SHALL BE PAINTED TO MATCH. NEW VZW ACCESS PORT IN CONCEALMENT WALL, TO MATCH NEW VZW FIBER PENETRATION IN CONDUIT (PAINT TO MATCH) INTO MECH ROOM, UP TO CEILING, ACROSS TO VERTICAL PENETRATION THRU 2ND FLOOR OUTSIDE STORAGE ROOM AND UP THRU ROOF NEW VZW ACCESS KEY LOCK BOX AT MAIN ENTRANCE NEW VZW FIBER PENETRATION IN CONDUIT (PAINT TO MATCH) INTO MECH ROOM, UP TO CEILING, ACROSS TO VERTICAL PENETRATION THRU 2ND FLOOR OUTSIDE STORAGE ROOM AND UP THRU ROOF EX. PLUMBING VENTS (TYP) EX. MECH EQUIPMENT (TYP) NEW VZW POWER RUN FROM EXISTING POWER PANEL ON 1ST FLOOR, ROUT IN CONDUIT TO MECH ROOM AND UP TO ROOF (PAINT EXT. CONDUIT TO MATCH) NEW VZW POWER RUN FROM EXISTING POWER PANEL ON 1ST FLOOR, ROUT IN CONDUIT TO MECH ROOM AND UP TO ROOF NEW VZW STEP-OVER EX. WALL MOUNTED TELCOM EQ. (BY OTHERS) BELOW PARAPET EX. LOWER ROOF ACCESS LADDERS Z SECTOR 10'-0" AZIMUTH 240° 7'-0" FRP COMPOSITES MATERIAL NOTE: STRUCTURAL FRP MEMBERS SHALL BE EXTREN SERIES 500 AND THE COMPOSITION SHALL CONSIST OF A GLASS FIBER REINFORCED POLYESTER OR VINYL ESTER RESIN MATRIX AND GLASS REINFORCEMENTS. A SYNTHETIC SURFACE VEIL FABRIC SHALL ENCASE THE GLASS REINFORCEMENT. GLASS STRAND ROVINGS SHALL BE USED INTERNALLY FOR LONGITUDINAL STRENGTH. CONTINUOUS STRAND GLASS MATS OR STITCHED REINFORCEMENTS SHALL BE USED INTERNALLY FOR TRANSVERSE STRENGTH. SHEATHING PANELS SHALL BE MIN. 1/4" IN THICKNESS, AND FRAMING MEMBERS SHALL BE MIN. 1/4" IN THICKNESS. FINISH SHALL BE STUCCO TO MATCH EXISTING. 2'-0" TYP. NEW VZW EMERGENCY SERVICE LIGHT EX. EDGE OF ROOF EX. PROPERTY LINE, TYP. (SEE LS1) SOUTH LEMAY AVENUE RULE DRIVE EX. RESIDENTIAL HOMES (SEE LS1) NEW VZW Z SECTOR ANTENNAS & SCREEN WALL (SEE SHEET Z2) EX. ANTENNAS, (BY OTHERS) EX. ANTENNAS, (BY OTHERS) LOT 1, COLUMBINE EAST LONG TERM CARE, CITY OF FT. COLLINS, COUNTY OF LARIMER, STATE OF COLORADO. POWER COMPANY: TELCO COMPANY: CONTACT: TBD WK: / CELL: CONTACT: TBD WK: / CELL: 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 IS RESPONSIBLE FOR ALL UTILITY LOCATES AND UTILITY RELOCATIONS REQUIRED FOR THIS INSTALLATION. VERIZON WILL SCHEDULE AND COORDINATE ALL WORK WITH THE OWNER TO ENSURE NO DISRUPTION TO OWNERS OPERATIONS. VERIZON SHALL BE ABBREVIATED "VZW" THROUGHOUT. FROM THE VERIZON OFFICE LOCATED AT 3131 S. VAUGHN WAY, AURORA, COLORADO: DRIVE SOUTH ON S. VAUGHN WAY, TURN LEFT ONTO CO-83 N RAMP TO I-225, MERGE ONTO S. PARKER RD, TAKE I-225 N FOR APPROX. 7.5 MILES, TAKE EXIT 12A ON LEFT FOR I-70 W TOWARDS DENVER, MERGE ONTO I-70, USE THE RIGHT LANE TO TAKE EXIT 274 FOR INTERSTATE 25 TOWARD FORT COLLINS/COLO SPRINGS, KEEP RIGHT AT THE FORK,FOLLOW SIGNS FOR I-25 N/ THORNTON/ FT COLLINS. TAKE EXIT 262 FOR CO-392 TOWARD WINDSOR, USE THE LEFT LANES TO TURN LEFT ONTO CO-392/ EAST COUNTY ROAD 32, TURN RIGHT ONTO SOUTH LEMAY AVENUE. SITE IS ON THE RIGHT. 16035 TABLE MOUNTAIN PARKWAY GOLDEN, CO 80403 303-993-3293 WWW.CENTERLINESOLUTIONS.COM VERIZON SERVICES 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 FTC COLLINDALE 4824 S. LEMAY AVENUE FORT COLLINS, CO 80525 LARIMER COUNTY DL BB KS 7 05/15/18 100% ZONING BB 8 10/01/18 100% ZONING REV A BB 9 11/07/18 100% ZONING REV B 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. MICHELLE WILLIAMS PH: 303.993.3293 RF ENGINEER: VERIZON RAM NANDIRAJU PH. 303.873.2693 M:720.467.0443 CONSTRUCTION MANAGER: VERIZON JASON SHELLEDY PH: 970.464.1286 UC1 UTILITY COORDINATION PLAN IN-HOUSE A&E FIRM: CENTERLINE SOLUTIONS, LLC BRAD BRYANT, PM PH: 303.993.3293 EXT. 1383 LAND SURVEY ENGINEER OF RECORD: CENTERLINE SOLUTIONS, LLC KHRISTOPHER SCOTT, PE. PH: 303.993.3293 PH1 PHOTOSIMULATION NORTHWEST & SOUTHWEST VIEWS PH2 PHOTOSIMULATION NORTHWEST VIEW FROM CHURCH LS3 LAND SURVEY Z4 ANTENNA DETAIL, ANTENNA SCHEDULE & CABLE SCHEDULE Z5 RF SAFETY SIGNAGE Z3.2 CONCEALMENT WALLS & PLATFORM ELEVATIONS Z6 DETAILS FCN1 CITY OF FT. COLLINS GENERAL NOTES 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)