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Home My WebLink About20243286.tiffVicinity Map Zoning Map WELD COUNTY, CO USR within 1 Mile I I USR11-0319 OIL & GAS SUPPORT SERVICE FAC. S a -WCR • 18— som 1 S I USR12-0077 ra�acas � SUPPORT/SERVICE FAC grn I * USR14-0070 l MINERAL— RES DELI FAC I i 1 IMJ U SR20-15-0048 SOLID WASTE DISPOSAL SITE USR-1562 ELECTRICAL POWER LINES Aerial MA - • A Grover Co GRE Grover April 2024 verizonv rdo 4G LTE Before Coverage Map J Green = good outdoor, indoor service dependent on building structure and size Yellow = good outdoor, indoor service dependent on building structure and size, likely mediocre Purple = poor outdoor, poor indoor service White = no service (mostly indoor locations) Verizon confidential and proprietary. Unauthorized disclosure, reproduction or other use prohibited. 2 4G LTE After Coverage Map J Green = good outdoor, indoor service dependent on building structure and size Yellow = good outdoor, indoor service dependent on building structure and size, likely mediocre Purple = poor outdoor, poor indoor service White = no service (mostly indoor locations) Verizon confidential and proprietary. Unauthorized disclosure, reproduction or other use prohibited. 3 l� CERTIFICATION GEOGRAPHIC COORDINATES AT PROPOSED TOWER LOCATION April 24, 2024 Verizon Wireless Site GRE Grover TBD Weld County Road 118 Grover, Colorado 80729 Weld County Proposed Lease Area Latitude: Longitude: Ground Elevation: N40°50'26.06" (N40.84057°) W104°12'02.97" (W104.20082°) 5040' p R EGA �� v.•oa,RTDA •e� -v• • —7J. • FAc-(‘ 4-24-24 ' : ® 35597 : •®- • LP/0s•.•••••••• /, A/q L LO �\ Fok7 M/Q I plyI SA.L r of DALEY LAND SUFVEYING INC., Robert Daley, PLS 35597 I certify that the latitude and longitude shown are accurate to within ±20 feet horizontally; and that the site elevation is within ±3 feet vertically. The horizontal datum (geographic coordinates) in terms of North American Datum of 1983 (NAD83) and expressed as degrees, minutes and seconds. The vertical datum (elevation) is in terms of the North American Vertical Datum of 1988 (NAVD88), and is determined in feet. is DALEY LAND S IR VE Y'ING, IN(y. 17011 LINCOLN . t r FE #36L PARKER, CO 80134 SITE NAME: GRE GROVERI ` . PR OJ E T C I D: 1 69 217verizon 60 ri 10000 PARK LONE MEADOWS TREE, (303) CO 80124-5453 694-3234 DRIVE, SUITE 300 PROJECT: INITIAL BUILD SELF-SUPPORT TOWER) (250'-0" SITE ADDRESS: TBD COUNTY ROAD 118 I RETHERFORD 7093 EVERGREEN SILVERHORN (720) ENTERPRISES, 261-2064 I CO 180439 DRIVE 41i INC , GROVER, CO 80729 COUNTY: WELD JURISDICTION : WELD COUNTY ZONING DRAWINGS i DRAWING INDEX SITE PHOTO LOCATION MAP SHEET DESCRIPTION V. ` BT -1 TITLE SHEETN-1GENERAL NOTESI.f 1 CR 11$ LUTZ, CONSULTING 6400 OVERLAND GLENWOOD DAILY PARK & ENGINEERS BRAIN, � SUITE KS � 66202 LLC 200 N-2GENERAL NOTES - 3GENERAL NOTES ; -. N-4GENERAL NOTES1 ':IL • r;. r.N LS1TOPOGRAPHIC SURVEY �: LOCATION 40 LS2TOPOGRAPHIC SURVEY � �,SITE LS3TOPOGRAPHIC SURVEY _ "'C '' 1 OVERALL SITE PLAN : . • :" C-2 ENLARGED SITE PLAN fi . C-3 ELEVATIONS -. ,r• f C-4 ANTENNA PLAN i • C-5 RFDS CABLE DIAGRAM ••. C-6 WALK-IN CABINET & GENERATOR W/ CONCRETE PAD PLAN " ;;.',. ` _ A 12/14/2023 ZDs CAG, �. , -.� Re Q Ge [r® `✓ , p +VD*- off. vTURN J + Y , , CORTH GOGGLE MAPS 2023 N.T.S.elLik DRIVING DIRECTIONS: FROM VERIZON OFFICE AT 10000 PARK MEADOWS DR, TURN RIGHT ONTO S YOSEMITE ST (0.5 MI); TURN RIGHT ONTO PARK MEADOWS CENTER DR (0.3 MI); TAKE A SLIGHT RIGHT TURN TO MERGE ONTO 1-25 NORTH (1.0 MI); TAKE EXIT 216A TO MERGE ONTO 1-76 EAST TOWARD FORT MORGAN (21 MI); KEEP RIGHT TO MERGE ONTO I-76 EAST TOWARD FORT MORGAN (0.1 MI); KEEP RIGHT ON I-76 E TOWARD FORT MORGAN (7.0 MI);Ote#S4D _- , .. . ,.. -. _ TAKE EXIT 34 ONTO CR 49 (22 MI); TURN LEFT ONTO CR 49 TOWARD KERSEY RD (0.2 MI); TURN RIGHT ONTO US -34 (20 MI); TURN LEFT ONTO CR 53 (1.9 MI); RIGHT ONTO CR 60 1/2 (2.5 MI); KEEP LEFT ONTO CR 55 (0.8 MI); TURN RIGHT ONTO SH-392 (3.6 MI); TURN RIGHT ONTO SH-14 (18 MI); TURN LEFT ONTO `CR 89 (5.9 MI); TAKE A SHARP RIGHT TURN ONTO CR 390 (16 MI); TURN RIGHT ONTO CR 118 (1.8 MI); THE SITE IS LOCATED ON THE RIGHT (800 FT). • if, PROJECT DESCRIPTION SITE INFORMATION APPLICABLE CODES REFERENCE DOCUMENTSeiS THIS PROJECT CONSISTS OF THE FOLLOWING: MAP/PARCEL #: 029115000010 ALL WORK SHALL BE PERFORMED AND MATERIALS INSTALLED IN ACCORDANCE WITH THE RFDS BY VERIZON WIRELESS DATED: 02/13/2023 CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING INSTALLATION AREA OF CONSTRUCTION: INITIAL BUILD (250' SELF-SUPPORT TOWER) AUTHORITIES OF LARIMER PERMIT WORK NOT CONFORMING COUNTY. NOTHING IN THESE PLANS TO THESE CODES: IS TO BE CONSTRUED TO IT IS A VIOLATION UNLESS THEY OF A LICENSED ARE TO ALTER OF ACTING PROFESSIONAL THIS LAW UNDER DOCUMENT. FOR ANY THE ENGINEER, PERSON, DIRECTION j • NEW 250'-0" SELF-SUPPORT TOWER (DESIGN • (3) NEW SECTOR MOUNTS BY OTHERS) LATITUDE: 40.84057° CODE TYPE CODE • (6) NEW LTE ANTENNAS WI (3) NEW DUAL • (3) NEW C -BAND INTEGRATED ANTENNAS/RADIOS MOUNTS LONGITUDE: -104.20082° BUILDING MECHANICAL 2018 INTERNATIONAL 2018 INTERNATIONAL BUILDING CODE MECHANICAL (IBC) CODE (IMC) • (6) NEW RRH UNITS • (2) NEW 12X24 OVP UNITS LAT/LONG TYPE: NAD83 PLUMBING ELECTRICAL 2018 INTERNATIONAL 2018 INTERNATIONAL 2020 NATIONAL FUEL GAS CODE PLUMBING CODE ELECTRICAL CODE (IFGC) (IPC) (NEC) SITE NAME • (2) 6X12 HYBRID CABLES • NEW CHAIN LINK FENCE W/ COMPOUND GATE CURRENT ZONING: (A) Agriculture FIRE LATEST ADOPTED LATEST ADOPTED NATIONAL ELECTRICAL INTERNATIONAL SAFETY FIRE CODE (IFC) CODE (NESC) • NEW ICE BRIDGE • NEW CONCRETE PAD • (1) NEW WALK-IN EQUIPMENT CABINET (1) NEW GENERATOR W/ NEW EQUIPMENT OCCUPANCY: U STEEL ANTENNA TOWERS & SUPPORTS LATEST ADOPTED ANSUTIA/EIA-222 NATIONAL FIRE PROTECTION LATEST EDITION• ASSOCIATION (NFPA) GRE GROVER ZDs • NEW UTILITY H -FRAME • NEW METER CAN WI UNDERGROUND ELECTRICAL • NEW MAIN DISCONNECT • NEW TELCO BOX W/ UNDERGROUND SERVICE SERVICE STRUCTURE ADA COMPLIANCE: HEIGHT: 250'-0" THIS HUMAN FACILITY HABITATION IS UNMANNED & NOT FOR THE UTILITIES SHOWN MAY BE OTHER UTILITIES ASSUMES NO RESPONSIBILITY CONTRACTOR'S RESPONSIBILITY HEREON ARE NOT SHOWN FOR FOR THE CONTRACTORS ON THESE PLANS. THE LOCATIONS SHOWN TO VERIFY ALL UTILITIES CONVENIENCE THE ENGINEER/ AND IT SHALL WITHIN THE LIMITS SURVEYOR BE ONLY. THERE THE OF THE TBD GROVER, (250'-0" SELF-SUPPORT INITIAL COUNTY CO BUILD RD 80729 118 TOWER) • NEW ACCESS GATE WORK. ALL DAMAGE MADE SOLE RESPONSIBILITY TO EXISTING OF THE CONTRACTOR UTILITIES BY THE TO REPAIR/REPLACE CONTRACTOR TO OWNER'S SHALL BE THE SATISFACTION. 811 alt. - --. -'-- a{SE'Y°°lot _, 3} ` s ./ ` . . . SHEET TITLE PROJECT TEAM GENERAL CONTRACTOR NOTES TITLE SHEET APPLICANT/CLIENT: PROPERTY OWNER CONSTRUCTION ENGINEER: RF ENGINEER: SITE ACQUISITION: A&E MANAGER: ENGINEERING FIRM: 1. GENERAL CONTRACTORS & SUBCONTRACTORS SHALL VERIFY EXISTING CONDITIONS ON THE JOB SITE ALONG WITH ALL PLANS & DIMENSIONS. NOTIFY THE ENGINEER OF RECORD OF ANY 10000 LONE VERIZON SUITE PARK 300 TREE, WIRELESS MEADOWS CO 80124-5453 DRIVE KENNETH 53863 PINE BLUFFS, WCR H. 136 EVERITT WY 82082-4202 VERIZON MARK ( 303 MARK.WILSON@ VERIZONWIRELESS.COM ) WILSON 501 WIRELESS 2348 VERIZON FLOYD ( 501 BENJAMIN.FLOYD@ VERIZONWIRELESS.COM ) 804 BENJAMIN 1806 WIRELESS RETHERFORD PAM GOSS 303 884 ( ) 7093 SILVERHORN EVERGREEN, 1179 ENTERPRISES, CO 80439 DR INC RETHERFORD AARON ( 720 7093 EVERGREEN, ) 371 SILVERHORN ZAJICEK 3327 CO ENTERPRISES, 80439 DR INC LUTZ, CHRIS ( 913 6400 OVERLAND ) 831 GLENWOOD, DAILY KOHRS 0833 & PARK, BRAIN, SUITE KS LLC 200 66202 DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME. 2. DRAWINGS ARE TO SCALE WHEN PLOTTED ON 11"x17" SHEET. USE DIMENSIONS SHOWN - DO NOT SCALE DRAWING. CONTACT RELIANT LAND SERVICES (RLS) FOR FURTHER INFORMATION. 3. CALL BEFORE YOU DIG. COLORADO LAW REQUIRES 2 WORKING DAYS NOTICE FOR CONSTRUCTION PHASE. CALL 811 OR COLORADO811.ORG - SEE THE EXCAVATOR HANDBOOK FOR MORE INFORMATION. 4. THESE DRAWINGS MAY NOT SHOW ALL UNDERGROUND/BUILDING PIPING & UTILITIES.THE CONTRACTOR SHALL EXERCISE EXTREME CARE DURING ALL EXCAVATION & OTHER CONSTRUCTION ACTIVITIES. SHEET NUMBER T-1 co O 0 CD 0 C 0 w CC Co ❑ N cc w O cD w O' G co cc ❑ cr 0 Ln co N_ N Q w CC 0 0 rn 0 z F- w Q ❑ w O CC c� N O ❑ 0 J O 0 O a a C) N O N m N GENERAL REQUIREMENTS: 1. PURPOSE AND INTENT: 1.1. THE DRAWING AND SPECIFICATIONS ARE INTENDED TO BE FULLY EXPLANATORY AND SUPPLEMENTARY; HOWEVER, SHOULD ANYTHING BE SHOWN, INDICATED, OR SPECIFIED ON ONE AND NOT THE OTHER, IT SHALL BE DONE THE SAME AS IF SHOWN; INDICATED, OR SPECIFIED IN BOTH. SHOULD THERE BE ANY DISCREPANCIES BETWEEN REQUIREMENTS SHOWN IN BOTH, THE MORE STRINGENT REQUIREMENTS SHALL APPLY. 1.2. THE INTENTION OF THE DOCUMENTS IS TO INCLUDE ALL LABOR AND MATERIALS REASONABLY NECESSARY FOR THE PROPER EXECUTION AND COMPLETION OF THE WORK AS STIPULATED IN THE CONTRACT. 1.3. THE PURPOSE OF THE VERIZON WIRELESS CONSTRUCTION SPECIFICATIONS IS TO INTERPRET THE INTENT OF THE DRAWINGS AND TO DESIGNATE THE METHOD OF THE PROCEDURE, TYPE AND QUANTITY OF MATERIALS REQUIRED TO COMPLETE THE WORK. 2. GENERAL CONDITIONS: 2.1. CONTRACTOR SHALL INSPECT THE EXISTING SITE CONDITIONS PRIOR TO SUBMITTING BID. ANY QUESTIONS ARISING DURING THE BID PERIOD IN REGARDS TO THE CONTRACTORS FUNCTIONS, THE SCOPE OF WORK, OR ANY OTHER ISSUE RELATED TO THIS PROJECT SHALL BE BROUGHT UP DURING THE BID PERIOD WITH THE PROJECT MANAGER FOR CLARIFICATION, NOT AFTER THE CONTRACT HAS BEEN AWARDED. 2.2. THE CONTRACTOR SHALL OBTAIN PERMITS, LICENSES, MAKE ALL DEPOSITS, AND PAY ALL FEES REQUIRED FOR THE CONSTRUCTION PERFORMANCE FOR THE WORK UNDER THIS SECTION. 2.3. DRAWINGS SHOW THE GENERAL ARRANGEMENT OF ALL SYSTEMS AND COMPONENTS COVERED UNDER THIS SECTION. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS. DRAWING SHALL NOT BE SCALED TO DETERMINE DIMENSIONS. 3. CONFLICTS: 3.1. VERIFY ALL MEASUREMENTS AT THE SITE BEFORE ORDERING MATERIAL OR DOING ANY WORK. NO EXTRA CHARGE OR COMPENSATION WILL BE ALLOWED DUE TO DIFFERENCES BETWEEN ACTUAL DIMENSIONS OR DIMENSIONS SHOWN ON PLANS. SUBMIT NOTICE OF ANY DISCREPANCY IN DIMENSIONS OR OTHERWISE TO RETHERFORD ENTERPRISES FOR RESOLUTION BEFORE PROCEEDING WITH THE WORK. 3.2. NO PLEA OF IGNORANCE OF CONDITIONS THAT EXIST, OR OF DIFFICULTIES OF CONDITIONS THAT MAY BE ENCOUNTERED, OR OF ANY OTHER RELEVANT MATTER CONCERNING THE EXECUTION OF THE WORK WILL BE ACCEPTED AS AN EXCUSE FOR ANY FAILURE OR OMISSION ON THE PART OF THE CONTRACTOR TO FULFILL EVERY DETAIL OF ALL THE REQUIREMENTS OF THE CONSTRUCTION DOCUMENTS GOVERNING THE WORK. 4. CLEANING: 4.1. KEEP THE SITE FREE FROM ACCUMULATION OF WASTE AND RUBBISH CAUSED BY EMPLOYEES. AT THE COMPLETION OF THE WORK, REMOVE ALL WASTE AND NON -CONSTRUCTION MATERIAL, INCLUDING ALL CONTRACTOR TOOLS, SCAFFOLDING, AND SURPLUS MATERIAL AND LEAVE SITE CLEAN AND READY FOR USE. 5. CODES: 5.1. CONTRACTOR SHALL BE RESPONSIBLE FOR FOLLOWING ALL LAWS, REGULATIONS, AND RULES PROMULGATED BY FEDERAL STATE AND LOCAL AUTHORITIES WITH JURISDICTION OVER THE SITE. THIS RESPONSIBILITY IS IN EFFECT REGARDLESS OF WHETHER THE LAW, ORDINANCE, REGULATION, OR RULE IS MENTIONED IN THESE SPECIFICATIONS. 6. LICENSING: 6.1. HAVE AND MAINTAIN A VALID CONTRACTOR'S LICENSE FOR THE LOCATION IN WHICH THE WORK IS TO BE PERFORMED. FOR JURISDICTIONS THAT LICENSE INDIVIDUAL TRADES, THE TRADESMAN OR SUBCONTRACTOR PERFORMING THOSE TRADES SHALL BE LICENSED. RESEARCH AND COMPLY WITH LICENSING LAWS, PAY LICENSE FEES, AND SELECT AND INFORM SUBCONTRACTORS REGARDING THESE LAWS. 7. OSHA: 7.1. FOLLOW ALL APPLICABLE RULES AND REGULATIONS OF THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATIONS, AND STATE LAWS BASED IN THE FEDERAL OCCUPATIONAL SAFETY AND HEALTH ACT. THESE REGULATIONS INCLUDE, BUT ARE NOT LIMITED TO, REGULATIONS DEALING WITH TOWER CONSTRUCTION AND SAFETY, EXCAVATIONS AND TRENCHING, AND WORK IN CONFINED SPACES. ENSURE THAT EMPLOYEES AND SUBCONTRACTORS WEAR HARD HATS AT ALL TIMES DURING CONSTRUCTION. 8. PHOTOS: 8.1. PROVIDE PHOTOGRAPHIC EVIDENCE OF ALL FOUNDATION INSTALLATION, GROUNDING, AND TRENCHING AFTER PLACEMENT OF UTILITIES PRIOR TO BACKFILL. 9. BUILDING PERMITS: 9.1. RETHERFORD ENTERPRISES WILL SUBMIT CONSTRUCTION DOCUMENTS TO THE JURISDICTIONAL AUTHORITY FOR PLAN CHECK AND REVIEW. CONTRACTOR WILL SUBMIT LICENSING AND WORKMAN'S COMPENSATION INFORMATION TO THE JURISDICTION AS REQUIRED TO OBTAIN THE BUILDING PERMIT. CONTRACTOR SHALL COORDINATE AND SCHEDULE REQUIRED INSPECTIONS AND POST REQUIRED PERMITS AT THE JOB SITE. COMPLY WITH SPECIFIC PROJECT -RELATED REQUESTS AND SUGGESTIONS MADE BY BUILDING INSPECTOR, AND INFORM CONSTRUCTION MANAGER OF ANY SUCH WORK THAT MAY BE BEYOND THE SCOPE OF THE CONTRACT OR DEVIATE FROM THE CONSTRUCTION DOCUMENTS. 10.ZONING REGULATIONS AND CONDITIONAL USE PERMITS: 10.1. RETHERFORD ENTERPRISES WILL SUBMIT FOR AND OBTAIN ALL ZONING AND CONDITIONAL USE PERMITS. SOME USE PERMITS MAY HAVE SPECIFIC REQUIREMENTS FOR THE SITE RELATED TO CONSTRUCTION, SUCH AS NOISE REGULATIONS, HOURS OF WORK, ACCESS LIMITATIONS, ETC. THE CONSTRUCTION MANAGER WILL INFORM THE CONTRACTOR OF THESE REQUIREMENTS AT THE PRE -BID MEETING OR AS SHOWN IN THE CONSTRUCTION DOCUMENTS. 11.FAA PERMIT AND TOWER LIGHTING: 11.1. REFER TO CONSTRUCTION DOCUMENTS AND CONSTRUCTION MANAGER FOR FAA AND STATE LIGHTING REQUIREMENTS. IF REQUIRED CONTRACTOR SHALL PROVIDE TEMPORARY FAA APPROVED LIGHTING UNTIL PERMANENT LIGHTING IS OPERATIONAL. 12.TOWER SECURITY: 12.1. IF REQUIRED, TOWER MUST BE FENCED, TEMPORARILY OR PERMANENTLY WITHIN 24 HOURS OF ERECTION. DO NOT ALLOW THE GATE ACCESSING THE TOWER AREA TO REMAIN OPEN OR UNATTENDED AT ANY TIME FOR ANY REASON. KEEP THE GATE CLOSED AND LOCKED WHEN NOT IN USE. 13.SITE CONTROL: 13.1. THE CONTRACTOR IS COMPLETELY RESPONSIBLE FOR CONTAINMENT OF SEDIMENT AND CONTROL OF EROSION AT THE SITE. ANY DAMAGE TO ADJACENT OR DOWNSTREAM PROPERTIES WILL BE CORRECTED BY THE CONTRACTOR AT NO EXPENSE TO VERIZON WIRELESS. 13.2. THE CONTRACTOR IS TO MAINTAIN ADEQUATE DRAINAGE AT ALL TIMES. DO NOT ALLOW WATER TO STAND OR POND. ANY DAMAGE TO STRUCTURES OR WORK ON THE SITE CAUSED BY INADEQUATE MAINTENANCE OF DRAINAGE PROVISIONS WILL BE THE RESPONSIBILITY OF THE CONTRACTOR AND ANY COST ASSOCIATED WITH REPAIRS FOR SUCH DAMAGE WILL BE AT THE CONTRACTOR'S EXPENSE. 13.3. ALL WASTE MATERIAL SHALL BE PROPERLY DISPOSED OF OFF -SITE OR AS DIRECTED BY THE CONSTRUCTION MANAGER AND IN ACCORDANCE WITH JURISDICTIONAL AUTHORITIES. 14.LIVESTOCK PROTECTION: 14.1. PROTECT AND SECURE LIVESTOCK. MAINTAIN AND SECURE EXISTING PERIMETER FENCING AND/OR GATED ENCLOSURES. SITE PREPARATION: 1. SCOPE OF WORK: 1.1. PROTECTION OF EXISTING TREES, VEGETATION AND LANDSCAPING MATERIALS WHICH MIGHT BE DAMAGED BY CONSTRUCTION ACTIVITIES. 1.2. TRIMMING OF EXISTING TREES AND VEGETATION AS REQUIRED FOR PROTECTION DURING CONSTRUCTION ACTIVITIES. 1.3. CLEARING AND GRUBBING OF STUMPS, VEGETATION, DEBRIS, RUBBISH, DESIGNATED TREES, AND SITE IMPROVEMENTS. 1.4. TOPSOIL STRIPPING AND STOCKPILING. 1.5. TEMPORARY EROSION CONTROL, SILTATION CONTROL, AND DUST CONTROL CONFORMING TO LOCAL REQUIREMENTS AS APPLICABLE. 1.6. TEMPORARY PROTECTION OF ADJACENT PROPERTY, STRUCTURES, BENCHMARKS, AND MONUMENTS. 1.7. PROTECTION AND TEMPORARY RELOCATION, STORAGE AND RE -INSTALLATION OF EXISTING FENCING AND OTHER SITE IMPROVEMENTS SCHEDULED FOR REUSE. 1.8. REMOVAL AND LEGAL DISPOSAL OF CLEARED MATERIALS. 1.9. PRODUCTS AND MATERIALS (AS APPROVED BY CONSTRUCTION MANAGER OR AS NOTED IN CONSTRUCTION DOCUMENTS.) 1.10. MATERIALS USED FOR TREE PROTECTION, EROSION CONTROL, SILTATION CONTROL. AND DUST CONTROL AS SUITABLE FOR SPECIFIC SITE CONDITIONS. EARTHWORK: 1. SCOPE OF WORK: 1.1. EXCAVATION, TRENCHING, FILLING, COMPACTION, AND GRADING FOR STRUCTURES, SITE IMPROVEMENTS; AND UTILITIES. 1.2. MATERIALS FOR SUB -BASE, DRAINAGE FILL, FILL. BACKFILL. AND GRAVEL FOR SLABS, PAVEMENTS, AND IMPROVEMENTS. 1.3. ROCK EXCAVATION WITHOUT BLASTING. 1.4. SUPPLY OF ADDITIONAL MATERIALS FROM OFFSITE AS REQUIRED. 1.5. REMOVAL AND LEGAL DISPOSAL OF EXCAVATED MATERIALS AS REQUIRED. 2. QUALITY ASSURANCE: 2.1. COMPACTION: 2.1.1. UNDER STRUCTURES, BUILDING SLABS, PAVEMENTS, AND WALKWAYS WILL OBTAIN A 95 PERCENT COMPACTION AT A MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D-1557 OR WITHIN PLUS OR MINUS 3 PERCENT OF OPTIMUM MOISTURE CONTENT. 2.2. GRADING TOLERANCES OUTSIDE BUILDING LESS: 2.2.1. LAWNS, UNPAVIED AREAS, AND WALKS PLUS OR MINUS 1 INCH. 2.2.2. UNDER PAVEMENTS, PLUS OR MINUS 1/2 INCH. 2.3. GRADING TOLERANCE FOR FILL UNDER ALL CONCRETE APPLICATIONS: 2.3.1. PLUS OR MINUS 1/2 INCH MEASURED WITH 10 FOOT STRAIGHTEDGE. 2.3.2. PRODUCTS AND MATERIALS (AS APPROVED BY CONSTRUCTION MANAGER OR AS NOTED IN CONSTRUCTION DOCUMENTS) 2.3.2.1. SUBBASE MATERIAL: GRADED MIXTURE OF NATURAL OR CRUSHED GRAVEL; CRUSHED STONE OR SLAG, AND NATURAL SAND. 2.3.2.2. WASHED MATERIAL, EVENLY GRADED MIXTURE OF CRUSHED STONE OR GRAVEL, WITH 95 PERCENT PASSING A 1-1/2 INCH SIEVE. 2.3.2.3. GRADING MATERIAL WILL CONSIST OF: SATISFACTORY NATIVE OR IMPORTED SOIL MATERIALS FREE OF CLAY, ROCK OR GRAVEL NOT LARGER THAN 2 INCHES IN ANY DIMENSION. DEBRIS, WASTE, FROZEN MATERIALS, AND OTHER UNSUITABLE MATERIALS WILL NOT BE ALLOWED FOR USE. IMPORTED MATERIALS SHALL HAVE A CLAY CONTENT NO MORE TI -IAN 5 PERCENT. 2.3.2.4. GRAVEL MATERIAL: EVENLY GRADED MIXTURE OF CRUSHED STONE OR GRAVEL. WITH 95 PERCENT PASSING A 1 1/2 INCH SIEVE. 2.3.2.5. GEOTEXTILE FABRIC: AS PER CONSTRUCTION DOCUMENTS. 3. CLEARING AND GRUBBING: 3.1. REMOVE ALL VEGETATION AND MATERIALS AS REQUIRED. REMOVE STUMPS COMPLETELY UNDER FOUNDATIONS AND ROADWAY. DISPOSE OF CLEARING AND GRUBBING OFF -SITE, OR IN AN ON -SITE LOCATION APPROVED BY CONSTRUCTION MANAGER. 4. STRIPPING: 4.1. STRIP NOT LESS THAN 3 INCHES OF SOD AND TOPSOIL FROM AREAS THAT WILL UNDERLAY GRAVEL, PAVEMENT, NEW STRUCTURES, OR NEW EMBANKMENTS. STOCKPILE STRIPPING ON -SITE FOR RE -USE IN FINAL LANDSCAPING. 5. COMMON EXCAVATION: 5.1. EXCAVATE TO DEPTH, LINES, AND GRADES SHOWN ON THE PLANS OR AS OTHERWISE SPECIFIED. 5.2. TEMPORARILY STOCKPILE ON -SITE EXCAVATION AT AN APPROVED LOCATION WITHIN THE WORK AREA UNTIL SITE GRADING IS COMPLETE. STOCKPILE SHALL NOT EXCEED 15 FEET IN HEIGHT. 5.3. LEGALLY DISPOSE OF EXCESS COMMON EXCAVATION OFF -SITE. CONCRETE: 1. CONCRETE SHALL NOT BE PLACED ON SATURATED OR FROZEN SOIL. 2. CONCRETE 28 -DAY COMPRESSIVE STRENGTH, F'c, SHALL BE 3,000 PSI (MIN.). 3. REINFORCING STEEL: ASTM A 615, GRADE 60. 4. THE LATEST EDITION OF THE FOLLOWING ACI STANDARDS APPLY: 4.1. ACI 211.1 (MIX PROPORTIONING) 4.2. ACI 301 (SPECIFICATIONS) 4.3. ACI 304 (PLACING) 4.4. ACI 305 (HOT WEATHER CONCRETING) 4.5. ACI 306 (WINTER CONCRETING) 4.6. ACI 315 (DETAILING) 4.7. ACI 347 (FORMWORK) SPECIAL INSPECTIONS: 1. IF SPECIAL INSPECTIONS AND/OR TESTS ARE REQUIRED, THEY SHALL BE PERFORMED BY AN INDEPENDENT SPECIAL INSPECTOR PER CHAPTER 17 OF THE INTERNATIONAL BUILDING CODE (IBC). 1.1. NEW BUILDING MATERIAL, EQUIPMENT, APPLIANCES, SYSTEMS OR METHODS OF CONSTUCTION SHALL ADHERE TO IBC SECTION 1702 AS REQ'D. 1.2. THE CONTRACTOR, WILL EMPLOY ONE OR MORE APPROVED AGENCIES TO PERFORM INSPECTIONS DURING CONSTRUCTION, PER IBC SECTION 1703. 1.3. THE CONTRACTOR SHALL SUBMIT A WRITTEN STATEMENT OF SPECIAL INSPECTIONS, PER IBC SECTION 1703 TO THE OWNER/OWNER'S AGENT AND BUILDING OFFICIAL PRIOR TO THE COMMENCEMENT OF WORK. 1.4. INSPECTION AND TEST REPORTS WILL BE SUBMITTED IN A TIMELY, ACCURATE AND COMPLETE MANNER TO THE CONTRACTOR, ENGINEER, OWNER AND BUILDING OFFICIAL, AND SHALL FOLLOW REPORTING REQUIREMENTS PER IBC SECTIONS 1704 AND 1705. INCOMING POWER & TELEPHONE NOTES: 1. WHEN THE LOCATION IS SHOWN FOR THE UTILITY POLE, CONNECTION TO EXISTING UTILITIES AND INCOMING POWER AND TELEPHONE SERVICES IS FOR CONCEPT ONLY. THE CONTRACTOR SHALL COORDINATE THE ACTUAL LOCATION WITH THE ELECTRIC AND TELEPHONE UTILITIES AND RETHERFORD ENTERPRISES. 2. THE CONTRACTOR IS RESPONSIBLE FOR MAKING ARRANGEMENTS WITH THE ELECTRIC UTILITY TO ENSURE A TIMELY INSTALLATION OF THE INCOMING POWER SERVICE. CONTRACTOR SHALL COORDINATE WITH RETHERFORD ENTERPRISES FOR FINAL TELCO SERVICE INSTALLATION. 3. THE INCOMING ELECTRIC SERVICE SHALL BE INSPECTED BY THE AUTHORITY HAVING JURISDICTION AND A CERTIFICATE OF SUCH INSPECTION SHALL BE FURNISHED TO RETHERFORD ENTERPRISES WITH A COPY FORWARDED TO THAT UTILITY. 4. COORDINATE METER SOCKET REQUIREMENTS WITH RETHERFORD ENTERPRISES AND ELECTRIC UTILITY. 5. INCOMING ELECTRIC SERVICES SHALL BE IN CONFORMANCE WITH THE UTILITY'S STANDARDS (LATEST EDITION). 6. THIS SITE INCLUDES EXISTING CRITICAL UNDERGROUND ELECTRIC, TELEPHONE AND OTHER SERVICES IN THE VICINITY OF THE NEW UNDERGROUND SERVICES AND EQUIPMENT SUPPORTS. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO AVOID SERVICE DISRUPTION TO THESE FACILITIES. THE CONTRACTOR SHALL ALSO CONTACT ELECTRIC AND TELEPHONE, AND ALL OTHER APPROPRIATE AGENCIES PRIOR TO EXCAVATION AT THIS SITE. ALL EXCAVATION IN THE IMMEDIATE VICINITY OF ANY EXISTING UTILITY POLES SHALL BE PERFORMED BY HAND. ANTENNA MOUNTING: 1. DESIGN AND CONSTRUCTION OF ANTENNA SUPPORTS SHALL CONFORM TO CURRENT ANSI/TIA-222 OR APPLICABLE LOCAL CODES. 2. 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. 3. 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. 4. DAMAGED GALVANIZED SURFACES SHALL BE REPAIRED BY COLD GALVANIZING IN ACCORDANCE WITH ASTM A780. 5. ALL ANTENNA MOUNTS SHALL BE INSTALLED WITH LOCK NUTS, DOUBLE NUTS AND SHALL BE TORQUED TO MANUFACTURER'S RECOMMENDATIONS. 6. CONTRACTOR SHALL INSTALL ANTENNA PER MANUFACTURER'S RECOMMENDATION FOR INSTALLATION AND GROUNDING. 7. ALL UNUSED PORTS ON ANY ANTENNAS SHALL BE TERMINATED WITH A 50 -OHM LOAD TO ENSURE ANTENNAS PERFORM AS DESIGNED. COLOR LEGEND'. ANTENNAS RRH!BBU FIBER LEASE AREA PENETRATIONS HYBRID/COAX CABLES GENERAL CONSTRUCTION MW/FIBER EQUIPMENT OW & ELECTRICAL EQUIPMENT POWER & GROUNDING ACCESS & UTILITY EASEMENT verizony 10000 PARK MEADOWS DRIVE, SUITE 300 LONE TREE, CO 80124-5453 (303) 694-3234 RETHERFORD ENTERPRISES, INC 7093 SILVERHORN DRIVE EVERGREEN I CO 180439 (720) 261-2064 L7 LUTZ, DAILY & BRAIN, LLC CONSULTING ENGINEERS 6400 GLENWOOD I SUITE 200 OVERLAND PARK I KS 166202 +VP \*t Cr O /1+Ok 4 rzaC GO +S IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. SITE NAME GRE GROVER ZDs TBD COUNTY RD 118 GROVER, CO 80729 INITIAL BUILD (250'-0" SELF-SUPPORT TOWER) SHEET TITLE GENERAL NOTES SHEET NUMBER N-1 O O O 0 12/14/2023 11:24 AM - P 1RETHERFORD ENTERPRISES, INC. (REI)1VERIZON WIRELESSIPROJECTS A.SSIGNED128-0105_GRE GROVERIDELIVERABLES128-0105_GRE GROVER ZDS (REV-A).DWG - N-1 ANTENNA MOUNTING CONTINUED: 8. 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 RFDS. ANTENNA DOWNTILTS SHALL BE WITHIN +/- 0.5% AS DEFINED BY THE RFDS. 9. JUMPERS FROM THE TMAs MUST TERMINATE TO OPPOSITE POLARIZATION'S IN EACH SECTOR. 10.CONTRACTOR SHALL RECORD THE SERIAL #, SECTOR, AND POSITION OF EACH ACTUATOR INSTALLED AT THE ANTENNAS AND PROVIDE THE INFORMATION TO VERIZON. 11.TMAs SHALL BE MOUNTED ON PIPE DIRECTLY BEHIND ANTENNAS AS CLOSE TO ANTENNA AS FEASIBLE IN A VERTICAL POSITION. 12. ALL RF CONNECTIONS SHALL BE TIGHTENED BY A TORQUE WRENCH PER MANUFACTURER SPECIFICATIONS. FIBER & POWER CABLE MOUNTING: 1. 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 INNERDUCT AND A PARTITION BARRIER SHALL BE INSTALLED BETWEEN THE 600 VOLT CABLES AND THE INNERDUCT IN ORDER TO SEGREGATE CABLE TYPES. OPTIC FIBER TRUNK CABLES SHALL HAVE APPROVED CABLE RESTRAINTS EVERY (60) SIXTY FEET AND SECURELY FASTENED TO THE CABLE TRAY SYSTEM. NFPA 70 (NEC) ARTICLE 770 RULES SHALL APPLY. 2. THE TYPE TC-ER 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. 3. WHEN INSTALLING OPTIC FIBER TRUNK CABLES OR TYPE TC-ER CABLES INTO CONDUITS, NFPA 70 (NEC) ARTICLE 300 RULES SHALL APPLY. COAXIAL CABLE NOTES: 1. 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. 2. CONTRACTOR SHALL VERIFY THE DOWN -TILT OF EACH ANTENNA WITH A DIGITAL LEVEL. 3. CONTRACTOR SHALL CONFIRM COAX COLOR CODING PRIOR TO CONSTRUCTION. REFER TO "ANTENNA SYSTEM LABELING STANDARD". 4. ALL JUMPERS TO THE ANTENNAS FROM THE MAIN TRANSMISSION LINE SHALL BE 1/2" DIA. LDF AND SHALL NOT EXCEED 6'-0". 5. ALL COAXIAL CABLE SHALL BE SECURED TO THE DESIGNED SUPPORT STRUCTURE, IN AN APPROVED MANNER, AT DISTANCES NOT TO EXCEED 4'-0" OC. 6. CONTRACTOR SHALL FOLLOW ALL MANUFACTURER'S RECOMMENDATIONS REGARDING BOTH THE INSTALLATION AND GROUNDING OF ALL COAXIAL CABLES, CONNECTORS, ANTENNAS, AND ALL OTHER EQUIPMENT. 7. CONTRACTOR SHALL WEATHERPROOF ALL ANTENNA CONNECTORS WITH SELF AMALGAMATING TAPE. WEATHERPROOFING SHALL BE COMPLETED IN STRICT ACCORDANCE WITH VERIZON STANDARDS. GENERAL CABLE AND EQUIPMENT NOTES: 1. CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY ANTENNA, TMAs, DIPLEXERS, AND COAX CONFIGURATION, MAKE AND MODELS PRIOR TO INSTALLATION. 2. ALL CONNECTIONS FOR HANGERS, SUPPORTS, BRACING, ETC. SHALL BE INSTALLED PER TOWER MANUFACTURER'S RECOMMENDATIONS. 3. CONTRACTOR SHALL REFERENCE THE TOWER STRUCTURAL ANALYSIS/DESIGN DRAWINGS FOR DIRECTIONS ON CABLE DISTRIBUTION/ROUTING. 4. 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 AND EACH LAYER SHALL BE WRAPPED THREE TIMES. WEATHERPROOFING SHALL BE SMOOTH WITHOUT BUCKLING. BUTYL BLEEDING IS NOT ALLOWED. 5. IF REQUIRED TO PAINT ANTENNAS AND/OR COAX: 5.1. TEMPERATURE SHALL BE ABOVE 50° F. 5.2. PAINT COLOR MUST BE APPROVED BY BUILDING OWNER/LANDLORD. 5.3. FOR REGULATED TOWERS, FAA/FCC APPROVED PAINT IS REQUIRED. 5.4. DO NOT PAINT OVER COLOR CODING OR ON EQUIPMENT MODEL NUMBERS. 6. ALL CABLES SHALL BE GROUNDED WITH COAXIAL CABLE GROUND KITS. FOLLOW THE MANUFACTURER'S RECOMMENDATIONS. 6.1. GROUNDING AT THE ANTENNA LEVEL. 6.2. GROUNDING AT MID LEVEL, TOWERS WHICH ARE OVER 200'-0", ADDITIONAL CABLE GROUNDING REQUIRED. 6.3. GROUNDING AT BASE OF TOWER PRIOR TO TURNING HORIZONTAL. 6.4. GROUNDING OUTSIDE THE EQUIPMENT SHELTER AT ENTRY PORT. 6.5. GROUNDING INSIDE THE EQUIPMENT SHELTER AT THE ENTRY PORT. 7. 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. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ANTENNA AND THE COAX CONFIGURATION IS THE CORRECT MAKE AND MODELS, PRIOR TO INSTALLATION. 9. ALL CONNECTIONS FOR HANGERS, SUPPORTS, BRACING, ETC. SHALL BE INSTALLED PER TOWER MANUFACTURER'S SPECIFICATION & RECOMMENDATIONS. 10.RADIO FREQUENCY SAFETY MEASURES: DUE TO THE SITE EXCEEDING FEDERAL COMMUNICATIONS COMMISSION THRESHOLD, THE FOLLOWING RADIO FREQUENCY SAFETY MEASURES MUST BE INCLUDED ON PLANS SUBMITTED FOR BUILDING PERMIT REVIEW: 10.1. RADIO FREQUENCY BARRIERS - THE PROPOSAL RF BARRIERS (PAINT) MUST BE NOTED. 10.2. WARNING SIGNS - ALL WARNING SIGNAGE TO BE INSTALLED SHALL BE NOTED. 10.3. RESTRICTED ROOF ACCESS - A NOTE SHALL BE ADDED THAT THE ROOF HAS RESTRICTED ACCESS. GENERAL ELECTRICAL NOTES: 1. LAWS, REGULATIONS, ORDINANCES, STATUTES AND CODES: 1.1. ALL WORK SHALL BE INSTALLED IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE, AND ALL APPLICABLE LOCAL LAWS, REGULATIONS, ORDINANCES, STATUTES AND CODES. CONDUIT BENDS SHALL BE THE RADIUS BEND FOR THE TRADE SIZE OF CONDUIT IN COMPLIANCE WITH THE LATEST EDITIONS OF NEC. 2. REFERENCES: 2.1. THE PUBLICATIONS LISTED BELOW ARE PART OF THIS SPECIFICATION. EACH PUBLICATION SHALL BE THE LATEST REVISION AND ADDENDUM IN EFFECT ON THE DATE. THIS SPECIFICATION IS ISSUED FOR CONSTRUCTION UNLESS OTHERWISE NOTED. EXCEPT AS MODIFIED BY THE REQUIREMENT SPECIFIED HEREIN OR THE DETAILS OF THE DRAWINGS, WORK INCLUDED IN THIS SPECIFICATION SHALL CONFORM TO THE APPLICABLE PROVISION OF THESE PUBLICATIONS: 2.1.1. ANSI/IEEE (AMERICAN NATIONAL STANDARDS INSTITUTE) 2.1.2. ASTM (AMERICAN SOCIETY FOR TESTING AND MATERIALS) 2.1.3. ICE (INSULATED CABLE ENGINEERS ASSOCIATION) 2.1.4. NEMA (NATIONAL ELECTRICAL MANUFACTURER'S ASSOCIATION) 2.1.5. NFPA (NATIONAL FIRE PROTECTION ASSOCIATION) 2.1.6. OSHA (OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION) 2.1.7. UL (UNDERWRITERS LABORATORIES. INC.) 2.1.8. VERIZON GROUNDING AND BONDING STANDARDS TP-76416 3. SCOPE OF WORK: 3.1. WORK UNDER THIS SECTION SHALL CONSIST OF FURNISHING ALL LABOR, MATERIAL, AND ASSOCIATED SERVICES REQUIRED TO COMPLETE REQUIRED CONSTRUCTION AND BE OPERATIONAL. 3.2. ALL ELECTRICAL EQUIPMENT UNDER THIS CONTRACT SHALL BE PROPERLY TESTED, ADJUSTED, AND ALIGNED BY THE CONTRACTOR. 3.3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EXCAVATING, DRAINING, TRENCHES, BACKFILLING, AND REMOVAL OF EXCESS DIRT. 3.4. THE CONTRACTOR SHALL FURNISH TO THE OWNER WITH CERTIFICATES OF A FINAL INSPECTION AND APPROVAL FROM THE INSPECTION AUTHORITIES HAVING JURISDICTION. 3.5. THE CONTRACTOR SHALL PREPARE A COMPLETE SET OF AS -BUILT DRAWINGS, DOCUMENT ALL WIRING EQUIPMENT CONDITIONS, AND CHANGES WHILE COMPLETING THIS CONTRACT. THE AS -BUILT DRAWINGS SHALL BE SUBMITTED AT COMPLETION OF THE PROJECT. 4. GENERAL PRODUCTS: 4.1. ALL MATERIALS AND EQUIPMENT SHALL BE UL LISTED, NEW, AND FREE FROM DEFECTS. 4.2. ALL ITEMS OF MATERIALS AND EQUIPMENT SHALL BE ACCEPTABLE TO THE AUTHORITY HAVING JURISDICTION AS SUITABLE FOR THE USE INTENDED. 4.3. ALL EQUIPMENT SHALL BEAR THE UNDERWRITERS LABORATORIES LABEL OF APPROVAL, AND SHALL CONFORM TO REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE. 4.4. ALL OVERCURRENT DEVICES SHALL HAVE AN INTERRUPTING CURRENT RATING THAT SHALL BE GREATER THAN THE SHORT CIRCUIT CURRENT TO WHICH THEY ARE SUBJECTED, 10,000 AIC MINIMUM. VERIFY AVAILABLE SHORT CIRCUIT CURRENT DOES NOT EXCEED THE RATING OF ELECTRICAL EQUIPMENT IN ACCORDANCE WITH ARTICLE 110.24 NEC OR THE MOST CURRENT ADOPTED CODE PER THE GOVERNING JURISDICTION. 5. MATERIALS AND EQUIPMENT: 5.1. CONDUIT: 5.1.1. RIGID METAL CONDUIT (RMC) SHALL BE HOT -DIPPED GALVANIZED INSIDE AND OUTSIDE INCLUDING ENDS AND THREADS AND ENAMELED OR LACQUERED INSIDE IN ADDITION TO GALVANIZING. 5.1.2. LIQUIDTIGHT FLEXIBLE METAL CONDUIT SHALL BE UL LISTED. 5.1.3. CONDUIT CLAMPS, STRAPS AND SUPPORTS SHALL BE STEEL OR MALLEABLE IRON. ALL FITTINGS SHALL BE COMPRESSION AND CONCRETE TIGHT TYPE. GROUNDING BUSHINGS WITH INSULATED THROATS SHALL BE INSTALLED ON ALL CONDUIT TERMINATIONS. 5.1.4. NONMETALLIC CONDUIT AND FITTINGS SHALL BE SCHEDULE 40 PVC, UNLESS LOCAL UTILITY & CODE REQUIRES SCHEDULE 80 PVC. INSTALL USING SOLVENT -CEMENT -TYPE JOINTS AS RECOMMENDED BY THE MANUFACTURER. 5.2. CONDUCTORS AND CABLE: 5.2.1. CONDUCTORS AND CABLE SHALL BE FLAME-RETARDANT, MOISTURE AND HEAT RESISTANT THERMOPLASTIC, SINGLE CONDUCTOR, COPPER, TYPE THHN/THWN-2, 600 VOLT, SIZE AS INDICATED, #12 AWG SHALL BE THE MINIMUM SIZE CONDUCTOR USED. 5.2.2. #10 AWG AND SMALLER CONDUCTOR SHALL BE SOLID OR STRANDED AND #8 AWG AND LARGER CONDUCTORS SHALL BE STRANDED. 5.2.3. SOLDERLESS, COMPRESSION -TYPE CONNECTORS SHALL BE USED FOR TERMINATION OF ALL STRANDED CONDUCTORS. 5.2.4. STRAIN -RELIEF SUPPORTS GRIPS SHALL BE HUBBELL KELLEMS OR APPROVED EQUAL. CABLES SHALL BE SUPPORTED IN ACCORDANCE WITH THE NEC AND CABLE MANUFACTURER'S RECOMMENDATIONS. 5.2.5. ALL CONDUCTORS SHALL BE TAGGED AT BOTH ENDS OF THE CONDUCTOR, AT ALL PULL BOXES, J -BOXES, EQUIPMENT AND CABINETS AND SHALL BE IDENTIFIED WITH APPROVED PLASTIC TAGS (ACTION CRAFT, BRADY, OR APPROVED EQUAL). 5.3. DISCONNECT SWITCHES: 5.3.1. DISCONNECT SWITCHES SHALL BE HEAVY DUTY, DEAD -FRONT, QUICK -MAKE, QUICK -BREAK, EXTERNALLY OPERABLE, HANDLE LOCKABLE AND INTERLOCK WITH COVER IN CLOSED POSITION, RATING AS INDICATED, UL LABELED FURNISHED IN NEMA 3R ENCLOSURE, SQUARE -D OR ENGINEERED APPROVED EQUAL. 5.3.2. ALL DISCONNECT SWITCHES AND CONTROLLING DEVICES SHALL BE PROVIDED WITH ENGRAVED LAMICOID NAMEPLATES INDICATING EQUIPMENT CONTROLLED, BRANCH CIRCUITS ID NUMBERING, AND THE ELECTRICAL POWER SOURCE. 5.4. CHEMICAL ELECTROLYTIC GROUNDING SYSTEM: 5.4.1. INSTALL CHEMICAL GROUNDING AS REQUIRED. THE SYSTEM SHALL BE ELECTROLYTIC MAINTENANCE FREE ELECTRODE CONSISTING OF RODS WITH A MINIMUM #2 AWG CU EXOTHERMALLY WELDED PIGTAIL, PROTECTIVE BOXES, AND BACKFILL MATERIAL. MANUFACTURER SHALL BE LYNCOLE XIT GROUNDING ROD TYPES K2 -(*)CS OR K2L-(*)CS (*) LENGTH AS REQUIRED. 5.4.2. GROUND ACCESS BOX SHALL BE A POLYPLASTIC BOX FOR NON -TRAFFIC APPLICATIONS, INCLUDING BOLT DOWN FLUSH COVER WITH "BREATHER" HOLES, XIT MODEL #XB-22. BACKFILL MATERIAL SHALL BE LYNCONITE AND LYNCOLE GROUNDING GRAVEL. 5.5. SYSTEM GROUNDING: 5.5.1. ALL GROUNDING COMPONENTS SHALL BE TINNED AND GROUNDING CONDUCTOR SHALL BE #2 AWG BARE, SOLID, TINNED, COPPER. ABOVE GRADE GROUNDING CONDUCTORS SHALL BE INSULATED WHERE NOTED. 5.5.2. GROUNDING BUSES SHALL BE BARE, TINNED, ANNEALED COPPER BARS OF RECTANGULAR CROSS SECTION. STANDARD BUS BARS MGB, SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR. THEY SHALL NOT BE FABRICATED OR MODIFIED IN THE FIELD. ALL GROUNDING BUSES SHALL BE IDENTIFIED WITH MINIMUM 3/4" LETTERS BY WAY OF STENCILING OR DESIGNATION PLATE. 5.5.3. CONNECTORS SHALL BE HIGH -CONDUCTIVITY, HEAVY DUTY, LISTED AND LABELED AS GROUNDING CONNECTORS FOR THE MATERIALS USED. USE TWO -HOLE COMPRESSION LUGS WITH HEAT SHRINK FOR MECHANICAL CONNECTIONS. INTERIOR CONNECTIONS USE TWO -HOLE COMPRESSION LUGS WITH INSPECTION WINDOW AND CLEAR HEAT SHRINK. 5.5.4. EXOTHERMIC WELDED CONNECTIONS SHALL BE PROVIDED IN KIT FORM AND SELECTED FOR THE SPECIFIC TYPES, SIZES, AND COMBINATIONS OF CONDUCTORS AND OTHER ITEMS TO BE CONNECTED. 5.5.5. GROUND RODS SHALL BE ERICO #615800, COPPER -CLAD STEEL WITH HIGH -STRENGTH STEEL CORE AND ELECTROLYTIC -GRADE COPPER OUTER SHEATH, MOLTEN WELDED TO CORE, 5/8"x10'-0". ALL GROUNDING RODS SHALL BE INSTALLED WITH INSPECTION SLEEVES. 5.5.6. INSTALL AN EQUIPMENT GROUNDING CONDUCTOR IN ALL CONDUITS IN COMPLIANCE WITH THE VERIZON SPECIFICATIONS AND NEC. THE EQUIPMENT GROUNDING CONDUCTORS SHALL BE BONDED AT ALL JUNCTION BOXES, PULLBOXES, DISCONNECT SWITCHES, STARTERS, AND EQUIPMENT CABINETS. 5.6. OTHER MATERIALS: 5.6.1. THE CONTRACTOR SHALL PROVIDE OTHER MATERIALS, THOUGH NOT SPECIFICALLY DESCRIBED, WHICH ARE REQUIRED FOR A COMPLETELY OPERATIONAL SYSTEM AND PROPER INSTALLATION OF THE WORK. 5.6.2. PROVIDE PULL BOXES AND JUNCTION BOXES WHERE SHOWN OR REQUIRED BY NEC. 5.7. PANELS AND LOAD CENTERS: 5.7.1. ALL PANEL DIRECTORIES SHALL BE TYPEWRITTEN. 6. EXECUTION: 6.1. LABOR AND WORKMANSHIP: 6.1.1. ALL LABOR FOR THE INSTALLATION OF MATERIALS AND EQUIPMENT FURNISHED FOR THE ELECTRICAL SYSTEM SHALL BE INSTALLED BY EXPERIENCED WIREMEN, IN A NEAT AND WORKMAN -LIKE MANNER. 6.1.2. ALL ELECTRICAL EQUIPMENT SHALL BE ADJUSTED, ALIGNED AND TESTED BY THE CONTRACTOR AS REQUIRED TO PRODUCE THE INTENDED PERFORMANCE. 6.1.3. UPON COMPLETION OF WORK, THE CONTRACTOR SHALL THOROUGHLY CLEAN ALL EXPOSED EQUIPMENT, REMOVE ALL LABELS AND ANY DEBRIS, CRATING OR CARTONS AND LEAVE THE INSTALLATION FINISHED AND READY FOR OPERATION. 7. INSTALLATION: 7.1. CONDUIT: 7.1.1. ALL ELECTRICAL WIRING SHALL BE INSTALLED IN CONDUIT AS SPECIFIED. NO CONDUIT OR TUBING OF LESS THAN 3/4 INCH TRADE SIZE. 7.1.2. PROVIDE RIGID PVC SCHEDULE 80 CONDUITS FOR ALL RISERS & RMC INSTALLED OUTDOORS UNLESS OTHERWISE NOTED. EMT MAY BE INSTALLED INDOORS. 7.1.3. INSTALL SCH. 40 PVC CONDUIT WITH A MINIMUM COVER OF 24" UNDER ROADWAYS, PARKING LOTS, STREETS, AND ALLEYS. CONDUIT SHALL HAVE A MINIMUM COVER OF 18" IN ALL OTHER NON -TRAFFIC APPLICATIONS (REFER TO 2008 NEC, TABLE 300.5). 7.1.4. USE GALVANIZED FLEXIBLE STEEL CONDUIT WHERE DIRECT CONNECTION TO EQUIPMENT WITH MOVEMENT, VIBRATION, OR FOR EASE OF MAINTENANCE. USE LIQUID TIGHT, FLEXIBLE METAL CONDUIT FOR OUTDOOR APPLICATIONS. INSTALL GALVANIZED FLEXIBLE STEEL CONDUIT AT ALL POINTS OF CONNECTION TO EQUIPMENT MOUNTED ON SUPPORT TO ALLOW FOR EXPANSION AND CONTRACTION. (CONTINUED ON SHEET N-3) COLOR LEGEND ANTENNAS RRH!BBIJ FIBER LEASE AREA PENETRATIONS HYBRID/COAX CABLES GENERAL CONSTRUCTION MW/FIBER EQUIPMENT OVP & ELECTRICAL EQUIPMENT POWER & GROUNDING ACCESS & UTILITY EASEMENT verizony 10000 PARK MEADOWS DRIVE, SUITE 300 LONE TREE, CO 80124-5453 (303) 694-3234 RETHERFORD ENTERPRISES, INC 7093 SILVERHORN DRIVE EVERGREEN I CO 180439 (720) 261-2064 L7 LUTZ, DAILY & BRAIN, LLC CONSULTING ENGINEERS 6400 GLENWOOD I SUITE 200 OVERLAND PARK I KS 166202 +VP \*t Cr O /1+Ok 4 rzaC GO +S IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. SITE NAME GRE GROVER ZDs TBD COUNTY RD 118 GROVER, CO 80729 INITIAL BUILD (250'-0" SELF-SUPPORT TOWER) SHEET TITLE GENERAL NOTES SHEET NUMBER N-2 12/14/2023 11:24 AM - P 1RETHERFORD ENTERPRISES, INC. (REI)IVERIZON WIRELESSIPROJECTS A.SSIGNED128-0105_GRE GROVERIDELIVERABLES128-0105_GRE GROVER ZDS (REV-A).DWG - N-2 - CGODOS COLOR LEGEND GENERAL ELECTRICAL NOTES - INSTALLATION CONTINUED: 7.1.5. A RUN OF CONDUIT BETWEEN BOXES OR EQUIPMENT SHALL NOT CONTAIN MORE THAN THE EQUIVALENT OF THREE QUARTER -BENDS. CONDUIT BEND SHALL BE MADE WITH THE UL LISTED BENDER OR FACTORY 90 DEGREE ELBOWS MAY BE USED. 7.1.6. FIELD FABRICATED CONDUITS SHALL BE CUT SQUARE WITH A CONDUIT CUTTING TOOL AND REAMED TO PROVIDE A SMOOTH INSIDE SURFACE. 7.1.7. PROVIDE INSULATED GROUNDING BUSHING FOR ALL CONDUITS. 7.1.8. CONTRACTOR IS RESPONSIBLE FOR PROTECTING ALL CONDUITS DURING CONSTRUCTION. TEMPORARY OPENINGS IN THE CONDUIT SYSTEM SHALL BE PLUGGED OR CAPPED TO PREVENT ENTRANCE OF MOISTURE OR FOREIGN MATTER. CONTRACTOR SHALL REPLACE ANY CONDUITS CONTAINING FOREIGN MATERIALS THAT CANNOT BE REMOVED. 7.1.9. ALL CONDUITS SHALL BE SWABBED CLEAN BY PULLING AN APPROPRIATE SIZE MANDREL THROUGH THE CONDUIT BEFORE INSTALLATION OF CONDUCTORS OR CABLES. CONDUIT SHALL BE FREE OF DIRT AND DEBRIS. 7.1.10. INSTALL PULL STRINGS IN ALL CLEAN EMPTY CONDUITS. IDENTIFY PULL STRINGS AT EACH END. 7.1.11. INSTALL 2" HIGHLY VISIBLE AND DETECTABLE TAPE 12" ABOVE ALL UNDERGROUND CONDUITS AND CONDUCTORS. 7.1.12. CONDUITS SHALL BE INSTALLED IN SUCH A MANNER AS TO INSURE AGAINST COLLECTION OF TRAPPED CONDENSATION. 7.1.13. PROVIDE CORE DRILLING AS NECESSARY FOR PENETRATIONS TO ALLOW FOR RACEWAYS AND CABLES TO BE ROUTED THROUGH THE BUILDING. DO NOT PENETRATE STRUCTURAL MEMBERS. SLEEVES AND/OR PENETRATIONS IN FIRE RATED CONSTRUCTION SHALL BE EFFECTIVELY SEALED WITH FIRE RATED MATERIAL WHICH SHALL MAINTAIN THE FIRE RATING OF THE WALL OR STRUCTURE. FIRE STOPS AT FLOOR PENETRATIONS SHALL PREVENT PASSAGE OF WATER, SMOKE, FIRE, AND FUMES. ALL MATERIAL SHALL BE UL APPROVED FOR THIS PURPOSE. 7.2. CONDUCTORS AND CABLE: 7.2.1. ALL POWER WIRING SHALL BE COLOR CODED AS FOLLOWS: 208/120 VOLT OR 240/120 VOLT SYSTEM, PHASE A (BLACK), PHASE B (RED), PHASE C (BLUE), NEUTRAL (WHITE) AND GROUNDING (GREEN). 7.2.2. SPLICES SHALL BE MADE ONLY AT OUTLETS, JUNCTION BOXES, OR ACCESSIBLE RACEWAY CONDULETS APPROVED FOR THIS PURPOSE. 7.23. PULLING LUBRICANTS SHALL BE UL APPROVED. CONTRACTOR SHALL USE NYLON OR HEMP ROPE FOR PULLING CONDUCTOR OR CABLES INTO THE CONDUIT. 7.2.4. CABLES SHALL BE NEATLY TRAINED, WITHOUT INTERLACING, AND BE OF SUFFICIENT LENGTH IN ALL BOXES & EQUIPMENT TO PERMIT MAKING A NEAT ARRANGEMENT. CABLES SHALL BE SECURED IN A MANNER TO AVOID TENSION ON CONDUCTORS OR TERMINALS. CONDUCTORS SHALL BE PROTECTED FROM MECHANICAL INJURY AND MOISTURE. SHARP BENDS OVER CONDUIT BUSHINGS IS PROHIBITED. DAMAGED CABLES SHALL BE REMOVED AND REPLACED AT THE CONTRACTOR'S EXPENSE. 7.3. DISCONNECT SWITCHES: 7.3.1. INSTALL DISCONNECT SWITCHES LEVEL AND PLUMB. CONNECT TO WIRING SYSTEM AND GROUNDING SYSTEM AS REQUIRED. 7.4. GROUNDING: 7.4.1. ALL METALLIC PARTS OF ELECTRICAL EQUIPMENT WHICH DO NOT CARRY CURRENT SHALL BE GROUNDED IN ACCORDANCE WITH THE REQUIREMENTS OF THE BUILDING MANUFACTURER, VERIZON GROUNDING AND BONDING STANDARDS TP-76416, ND -00135, AND THE NATIONAL ELECTRICAL CODE. 7.4.2. PROVIDE ELECTRICAL GROUNDING AND BONDING SYSTEM INDICATED WITH ASSEMBLY OF MATERIALS, INCLUDING GROUNDING ELECTRODES, BONDING JUMPERS AND ADDITIONAL ACCESSORIES AS REQUIRED FOR A COMPLETE INSTALLATION. 7.4.3. ALL GROUNDING CONDUCTORS SHALL PROVIDE A STRAIGHT DOWNWARD PATH TO GROUND WITH GRADUAL BEND AS REQUIRED. GROUNDING CONDUCTORS SHALL NOT BE LOOPED OR SHARPLY BENT. ROUTE GROUNDING CONNECTIONS AND CONDUCTORS TO GROUND IN THE SHORTEST AND STRAIGHTEST PATHS POSSIBLE TO MINIMIZE TRANSIENT VOLTAGE RISES. 7.4.4. BUILDINGS AND/OR NEW TOWERS GREATER THAN 75 FEET IN HEIGHT AND WHERE THE MAIN GROUNDING CONDUCTORS ARE REQUIRED TO BE ROUTED TO GRADE, THE CONTRACTOR SHALL ROUTE TWO GROUNDING CONDUCTORS FROM THE ROOFTOP, TOWERS, AND WATER TOWERS GROUND RING, TO THE EXISTING GROUNDING SYSTEM, THE GROUNDING CONDUCTORS SHALL NOT BE SMALLER THAN 2/0 AWG COPPER. ROOFTOP GROUND RING SHALL BE BONDED TO THE EXISTING GROUNDING SYSTEM, THE BUILDING STEEL COLUMNS, LIGHTNING PROTECTION SYSTEM, AND BUILDING MAIN WATER LINE (FERROUS OR FONFERROUS METAL PIPING ONLY). SEE STANDARD 6.3.2.2. 7.4.5. TIGHTEN GROUNDING AND BONDING CONNECTORS, INCLUDING SCREWS AND BOLTS, IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED TORQUE TIGHTENING VALUES FOR CONNECTORS AND BOLTS. WHERE MANUFACTURER'S TORQUING REQUIREMENTS ARE NOT AVAILABLE, TIGHTEN CONNECTIONS TO COMPLY WITH TIGHTENING TORQUE VALUES SPECIFIED IN UL TO ASSURE PERMANENT AND EFFECTIVE GROUNDING. 7.4M. CONTRACTOR SHALL VERIFY THE LOCATIONS OF GROUNDING TIE -IN -POINTS TO THE EXISTING GROUNDING SYSTEM. ALL UNDERGROUND GROUNDING CONNECTIONS SHALL BE MADE BY THE EXOTHERMIC WELD PROCESS AND INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. 7.4.7. ALL GROUNDING CONNECTIONS SHALL BE INSPECTED FOR TIGHTNESS. EXOTHERMIC WELDED CONNECTIONS SHALL BE APPROVED BY THE INSPECTOR HAVING JURISDICTION BEFORE BEING PERMANENTLY CONCEALED. 7.4.8. APPLY CORROSION -RESISTANCE FINISH TO FIELD CONNECTIONS AND PLACES WHERE FACTORY APPLIED PROTECTIVE COATINGS HAVE BEEN DESTROYED. USE KOPR-SHIELD ANTI -OXIDATION COMPOUND ON ALL COMPRESSION GROUNDING CONNECTIONS. 7.4.9. A SEPARATE, CONTINUOUS, INSULATED EQUIPMENT GROUNDING CONDUCTOR ^� ICI I RF INRT� n run Ahifl IlffJ�l AN IJ S R 5 AR A 7.4.10. BOND ALL INSULATED GROUNDING BUSHINGS WITH A BARE 6 AWG GROUNDING CONDUCTOR TO A GROUND BUS. 7.4.11. DIRECT BURIED GROUNDING CONDUCTORS SHALL BE INSTALLED AT A NOMINAL DEPTH OF 36" MINIMUM BELOW GRADE, OR 6" BELOW THE FROST LINE, USE THE GREATER OF THE TWO DISTANCES. 7.4.12. ALL GROUNDING CONDUCTORS EMBEDDED IN OR PENETRATING CONCRETE SHALL BE INSTALLED IN SCHEDULE 40 PVC CONDUIT. 7.5. ACCEPTANCE TESTING: 7.5.1. CERTIFIED PERSONNEL USING CERTIFIED EQUIPMENT SHALL PERFORM REQUIRED TESTS AND SUBMIT WRITTEN TEST REPORTS UPON COMPLETION. 7.5.2. WHEN MATERIAL AND/OR WORKMANSHIP IS FOUND NOT TO COMPLY WITH THE SPECIFIED REQUIREMENTS, THE NON -COMPLYING ITEMS SHALL BE REMOVED FROM THE PROJECT SITE AND REPLACED WITH ITEMS COMPLYING WITH THE SPECIFIED REQUIREMENTS PROMPTLY AFTER RECEIPT OF NOTICE FOR NON-COMPLIANCE. 7.6. TEST PROCEDURES: 7.6.1. ALL FEEDERS SHALL HAVE INSULATION TESTED AFTER INSTALLATION, BEFORE CONNECTION TO DEVICES. THE CONDUCTORS SHALL TEST FREE FROM SHORT CIRCUITS AND GROUNDS. TESTING SHALL BE FOR ONE MINUTE USING 1000V DC. PROVIDE WRITTEN DOCUMENTATION FOR ALL TEST RESULTS. 7.6.2. PRIOR TO ENERGIZING CIRCUITRY, TEST WIRING DEVICES FOR ELECTRICAL CONTINUITY AND PROPER POLARITY CONNECTIONS. 7.6.3. MEASURE AND RECORD VOLTAGES BETWEEN PHASES AND BETWEEN PHASE CONDUCTORS AND NEUTRALS. SUBMIT A REPORT OF MAXIMUM AND MINIMUM VOLTAGES. 7.6.4. PERFORM GROUNDING TEST TO MEASURE GROUNDING RESISTANCE OF GROUNDING SYSTEM USING THE IEEE STANDARD 3 -POINT "FALL -OF -POTENTIAL" METHOD. PROVIDE PLOTTED TEST VALUES AND LOCATION SKETCH. NOTIFY THE ENGINEER IMMEDIATELY IF MEASURED VALUE IS OVER 5 OHMS. GENERATOR & FUEL GAS NOTES: 1. CONTRACTOR SHALL ADHERE TO ALL NFPA CODES AS REQ'D, INCLUDING BUT NOT LIMITED TO THE FOLLOWING: 1.1. NFPA 37: STANDARD FOR THE INSTALLATION AND USE OF STATIONARY COMBUSTION ENGINES AND GAS TURBINES 1.2. NFPA 54: NATIONAL FUEL GAS CODE 1.3. NFPA 70: NATIONAL ELECTRICAL CODE 1.4. NFPA 110: STANDARD FOR EMERGENCY AND STANDBY POWER SYSTEMS 2. LOCATION OF EXTERIOR TANKS 2.1. CLEARANCE (IFC F5704.2.9.6.1.1 & NFPA TABLE 22.4.1.1A & NFPA 37 4.1.4) 2.1.1. GENERATOR TANKS WITH A CAPACITY LESS THAN 275 GALLONS MUST BE A MINIIMUM OF 5' FROM A PROPERTY LINE, R.O.W., OPENINGS IN WALLS OR STRUCTURE WITH COMBUSTIBLE WALLS. TANKS WITH CAPCITY 276-750 MUST BE 10' FROM PROPERTY LINE. 2.2. WORKING SPACE (NFPA 70 TABLE 110.26.A.1) 2.2.1. WORKING SPACE FOR ELECTRICAL EQUIPMENT OF 0-600 VOLTS SHALL BE A MIN. OF 3' ON FRONT/SERVICE SIDE. 3. REMOTE MANUAL STOP: (NFPA 110 5.6.5.6 & 5.6.5.6.1) ROTATING PRIME MOVER EQUIPMENT (DIESEL ENGINE) SHALL HAVE A REMOTE MANUAL STOP STATION LOCATED IN AN APPROVED LOCATION. REMOTE MANUAL STOP STATION SHALL BE CLEARLY LABELED. 4. REMOTE STATUS PANEL: (IF REQUIRED BY LOCAL JURISDICTION AND/OR LOCAL FIRE AUTHORITY) CONTRACTOR IS TO COORDINATE WITH LOCAL FIRE DEPARTMENT AND OBTAIN FIELD APPROVAL OF FINAL LOCATION PRIOR TO INSTALLATION. ALL GENERATORS SHALL BE PROVIDED WITH A REMOTE STATUS PANEL THAT SHOWS THE FOLLOWING: 4.1. OPERATING STATUS (ON -OFF) AND MALFUNCTION INDICATION PANEL (PER NFPA 110) 4.2. INDICATION OF TRANSFER SWITCH POSITION (NORMAL -EMERGENCY) 4.3. INDICATION THAT GEN. IS IN AUTOMATIC MODE 5. SIGNAGE 5.1. "NO SMOKING OR OPEN FLAME" (IFC 5704.2.3.1) THE FOLLOWING SIGNS MADE OF DURABLE MATERIAL ARE REQUIRED: 5.1.1. NFPA HAZMAT PLACARD: (IFC 5003.5 & NFPA 704) VISIBLE HAZARD IDENTIFICATION SIGNS AS SPECIFIED BY NFPA 704 SHALL BE PLACED ON THE GENERATOR AND FUEL TANK REFLECTING THE HIGHEST HAZARD WITHIN THE COMPOUND (SEE EXAMPLE) 5.1.2. FUEL TANK FILLING INSTRUCTIONS: (IFC 5704.2.9/.6.1) A PERMANENT SIGN SHALL BE PROVIDED AT THE FILL POINT FOR THE TANK, DOCUMENTING THE FILLING PROCEDURE AND TANK CALIBRATION CHART. 5.1.3. EMERGENCY SHUT DOWN PROCEDURES: (NFPA 37.10.2.1) PROVIDE CLEAR EMERGENCY SHUTDOWN PROCEDURES FOR SAFELY DISABLING THE GENERATOR. 6. GENERATOR EXHAUST PIPE: (NFPA 37 8.2.3.2) EXHAUST SYSTEM TERMINATIONS SHALL NOT BE DIRECTED TOWARD COMBUSTIBLE MATERIAL OR STRUCTURES OR INTO ATMOSPHERES CONTAINING FLAMMABLE GASSES, FLAMMABLE VAPORS, OR COMBUSTIBLE DUSTS. 7. TANK VENTILATION (IFC 5704.2.9.7.2 & IFC 5704.2.7.3 & NFPA 30) 7.1. STORAGE TANKS MUST BE EQUIPPED WITH NORMAL AND EMERGENCY VENTING. NORMAL TANK VENT PIPES SHALL BE LOCATED AT LEAST 5 FEET FROM BUILDING OPENINGS AND PROPERTY LINES AND SHALL BE NO SHORTER THAN 12 FEET ABOVE FINISHED GROUND. VAPORS SHALL BE DISCHARGED AWAY FROM EAVES OR OBSTRUCTIONS. EMERGENCY VENTING SHALL COMPLY WITH NFPA 30/22.7. 8. OVERFILL PREVENTION (IFC 5704.2.7.5.8 & IFC5704.2.9.7.6) 8.1. PROTECTED ABOVE GROUND TANKS SHALL NOT BE FILLED IN EXCESS OF 95% OF THEIR CAPACITY. 8.1.1. PROVIDE A MEANS TO NOTIFY THE FILLING OPERATOR THAT THE TANK HAS REACHED 90% CAPACITY BY ONE OF THE FOLLOWING: 8.1.1.1. AN AUDIBLE OR VISUAL ALARM SIGNAL. 8.1.1.2. A TANK LEVEL GAUGE MARKED AT 90% TANK CAPACITY. 8.2. AUTOMATICALLY SHUT OFF FUEL FLOW TO THE TANK WHEN 95% TANK CAPACITY IS REACHED. 8.3. REDUCE THE FLOW RATE TO 15GPM MAXIMUM SO THE TANK WILL NOTE OVERFILL FOR NETRATIONS HYBRID/COAX CABLES GENERAL CONSTRUCTION MW/FIBER EQUIPMENT OVP & ELECTRICAL EQUIPMENT POWER & GROUNDING 30 MINUTES AND AUTOMATICALLY SHUT OFF FLOW INTO THE TANK SO NO FITTINGS ON TOP OF THE TANK ARE EXPOSED TO PRODUCT DUE TO OVERFILLING. 9. HAZARDOUS MATERIALS INVENTORY STATEMENT: (IFC APPENDIX H) 9.1. ALL HAZARDOUS CHEMICALS MUST BE REPORTED TO LOCAL COUNTY FIRE DEPARTMENT PRIOR TO INSPECTION. 10. FIRE EXTINGUISHER: (IFC 906.1, NFPA-10, NFPA-76, OSHA 29 CGR 1910.157) 10.1. FIRE EXTINGUISHER INSTALLED SHALL BE A MIN. RATING OF 4A:40B:C 10.2. LOCATION: (NFPA 10-6.1.3.1) A FIRE EXTINGUISHER SHALL BE CONSPICUOUSLY LOCATED WHERE IT IS READILY ACCESSIBLE AND IMMEDIATELY AVAILABLE IN THE EVENT OF A FIRE. 10.3. LOCATION: (NFPA 10-6.3.1.1) A FIRE EXTINGUISHER RATED 40-B MUST BE WITHIN 30' OF CLASS B LIQUID HAZARD. FIRE EXTINGUISHER RATED 80-B MUST BE WITHIN 50' OF CLASS B LIQUID HAZARD. 10.4. HEIGHT: (NFPA 10-6.1.3.8) FIRE EXTINGUISHER SHALL BE INSTALLED SO THAT THE TOP OF THE FIRE EXTINGUISHER IS NO MORE THAN 5 FT ABOVE THE FLOOR IF GROSS WEIGHT NOT EXCEEDING 40 LBS AND NO MORE THAN 3.5 FT ABOVE THE FLOOR IF GROSS WEIGHT IS GREATER THAN 40 LBS. 11. CONTRACTOR SHALL PROVIDE ANY INSPECTIONS REQUIRED BY LOCAL JURISDICTION PRIOR TO AND DURING FUELING OF THE GENERATOR AS REQUIRED. 12. LEGALLY REQUIRED EMERGENCY OR STANDBY GENERATORS SHALL BE ACCEPTANCE TESTED IN ACCORDANCE WITH NFPA 110. DOCUMENTATION SHALL BE PROVIDED BY CONTRACTOR TO THE LOCAL JURISDICTION OUTLINING THE NFPA 110 ACCEPTANCE TEST CONDUCTED AND RESULTS SHOWING CONFORMITY WITH NFPA 110 ACCEPTANCE TESTING REQUIREMENTS. 13. CONTRACTOR SHALL INQUIRE WITH LOCAL JURISDICTION FOR ANY ADDITIONAL ANNUAL PERMITS RELATING TO GENERATORS OR COMBUSTIBLE STORAGE. GENERAL NOTES: 1. IT IS THE CONTRACTOR'S RESPONSIBILITY TO EXAMINE ALL PLAN SHEETS AND SPECIFICATIONS AND COORDINATE HIS WORK WITH THE WORK OF ALL OTHER CONTRACTORS TO ENSURE THAT WORK PROGRESSION IS NOT INTERRUPTED. 2. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING A NEAT AND ORDERLY SITE, YARD AND GROUNDS. CONTRACTOR SHALL REMOVE AND DISPOSE OFF SITE ALL RUBBISH, WASTE MATERIALS, LITTER, AND ALL FOREIGN SUBSTANCES. REMOVE PETROCHEMICAL SPILLS, STAINS AND OTHER FOREIGN DEPOSITS. RAKE GROUNDS TO A SMOOTH EVEN -TEXTURED SURFACE. THE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EXISTING IMPROVEMENTS, EASEMENTS, PAVING, CURBING, ETC. DURING CONSTRUCTION UPON COMPLETION OF WORK. CONTRACTOR SHALL REPAIR ANY DAMAGE THAT MAY HAVE OCCURRED DUE TO CONTRUCTION ON OR ABOUT THE PROPERTY. 3. THE PLANS SHOW SOME KNOWN SUBSURFACE STRUCTURES, ABOVE GROUND STRUCTURES AND/OR UTILITIES BELIEVED TO EXIST IN THE WORKING AREA, EXACT LOCATION OF WHICH MAY VARY FROM THE LOCATIONS INDICATED, IN PARTICULAR, THE CONTRACTOR IS WARNED THAT THE EXACT OR EVEN APPROXIMATE LOCATION OF SUCH PIPELINES, SUBSURFACE STRUCTURES AND/OR UTILITIES IN THE AREA MAY BE SHOWN OR MAY NOT BE SHOWN, AND IT SHALL BE HIS RESPONSIBILITY TO PROCEED WITH GREAT CARE IN EXECUTING ANY WORK. 48 HOURS BEFORE DIGGING, DRILLING OR BLASTING, CALL LOCAL UTILITY LOCATOR COMPANY. 4. THE OWNER OR OWNER'S REPRESENTATIVE SHALL BE NOTIFIED IN WRITING OF ANY CONDITIONS THAT VARY FROM THOSE SHOWN ON THE PLANS. THE CONTRACTOR'S WORK SHALL NOT VARY FROM THE PLANS WITHOUT THE EXPRESSED APPROVAL OF THE OWNER OR THE OWNER'S REPRESENTATIVE. 5. THE CONTRACTOR IS INSTRUCTED TO COOPERATE WITH ANY AND ALL OTHER CONTRACTORS PERFORMING WORK ON THIS JOB SITE DURING THE PERFORMANCE OF THIS CONTRACT. 6. THE CONTRACTOR SHALL RESTORE ALL DAMAGED PUBLIC OR PRIVATE PROPERTY TO AT LEAST AS GOOD OF CONDITION AS BEFORE DISTURBED AS DETERMINED BY THE OWNER OR OWNER'S REPRESENTATIVE. 7. THE CONTRACTOR SHALL COMPLY WITH ALL REQUIRED PERMITS. 8. THE CONTRACTOR SHALL PROTECT EXISTING PROPERTY LINE MONUMENTATION. ANY MONUMENTATION DISTURBED OR DESTROYED, AS JUDGED BY THE OWNER OR OWNER'S REPRESENTATIVE SHALL BE REPLACED. 9. ALL TRENCH EXCAVATION AND ANY REQUIRED SHEETING AND SHORING SHALL BE DONE IN ACCORDANCE WITH OSHA REGULATIONS FOR CONSTRUCTION. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR DEWATERING AND THE MAINTENANCE OF SURFACE DRAINAGE DURING THE COURSE OF WORK. 11. ALL UTILITY WORK INVOLVING CONNECTIONS TO EXISTING SYSTEMS SHALL BE COORDINATED WITH THE OWNER OR OWNER'S REPRESENTATIVE AND THE UTILITY OWNER BEFORE EACH AND EVERY CONNECTION TO EXISTING SYSTEMS IS MADE. 12. MAINTAIN FLOW FOR ALL EXISTING UTILITIES. 13. ALL SITE FILL SHALL MEET SELECTED FILL STANDARDS AS DEFINED BY THE OWNER OR OWNER'S REPRESENTATIVE ON THE DRAWINGS OR GEOTECHNICAL REPORT RECOMMENDATIONS. 14. CONTRACTOR TO GRADE ALL AREAS ON THE SITE TO PROVIDE POSITIVE DRAINAGE AWAY FROM THE BUILDING OR EQUIPMENT PAD AND THE TOWER. 15. IF NECESSARY, THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING AND RE -GRADING ROADWAY AND ANY DISTURBED AREAS FOLLOWING INSTALLATION OF UTILITIES. 16. NO COMMERCIAL MESSAGES TO BE DISPLAYED ON TOWER. 17. WATER AND SEWER SERVICES ARE NOT REQUIRED FOR THIS DEVELOPMENT. 18. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING, INSTALLING/CONSTRUCTING ALL IMPROVEMENTS SHOWN ON PLAN UNLESS CALLED OUT TO BE DONE BY UTILITY OR CALLED OUT AS EXISTING. 19. WHEN PLANS NOTE INSTALLED BY CONTRACTOR SUPPLIED BY UTILITY, THE MATERIAL AND PARTS WILL BE SUPPLIED TO THE CONTRACTOR AND THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING ITEMS NOTED AS DIRECTED BY THE PLANS. 20. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SPECIFIED EQUIPMENT OR APPROVED EQUAL AS REQUIRED. 21. REFER TO VERIZON WIRELESS GROUNDING SPECIFICATIONS FOR ALL GROUNDING REQUIREMENTS. (CONTINUED ON SHEET N-4) ACCESS & UTILITY EASEMENT verizony 10000 PARK MEADOWS DRIVE, SUITE 300 LONE TREE, CO 80124-5453 (303) 694-3234 RETHERFORD ENTERPRISES, INC 7093 SILVERHORN DRIVE EVERGREEN I CO 180439 (720) 261-2064 L7 LUTZ, DAILY & BRAIN, LLC CONSULTING ENGINEERS 6400 GLENWOOD I SUITE 200 OVERLAND PARK I KS 166202 +VP \*t Cr O /1+Ok 4 rzaC GO +S IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. SITE NAME GRE GROVER ZDs TBD COUNTY RD 118 GROVER, CO 80729 INITIAL BUILD (250'-0" SELF-SUPPORT TOWER) SHEET TITLE GENERAL NOTES SHEET NUMBER N-3 12/14/2023 11:24 AM - P 1RETHERFORD ENTERPRISES, INC. (REI)IVERIZON WIRELESSIPROJECTS A.SSIGNED128-0105_GRE GROVERIDELIVERABLES128-0105_GRE GROVER ZDS (REV-A).DWG - N-3 - CGODOS GENERAL NOTES - CONTINUED: 10000 'tel'iZ� PARK LONE MEADOWS ■ TREE, (303) CO 80124-5453 694-3234 DRIVE, SUITE N, 300 22. 23. CONTRACTOR ANY LOCATIONS RADIO ASSUMES ENGINEERS OR NONCOMPLIANCE OTHER FREQUENCY NO INSTRUCTIONS. OF PERFORMED TO RESPONSIBILITY ANTENNAS REFER ENGINEERS. OF TO ANY SAID AS VERIZON SHOWN INVESTIGATIONS ANTENNA FOR, LUTZ, NOR FINAL HAVE DAILY LOCATIONS HAS RFDS BEEN & LUTZ, BRAIN, OR FOR APPROVED DAILY STUDIES W/ LLC FINAL ANY CONSULTING & BRAIN, CONCERNING FCC EQUIPMENT BY RADIO CLIENT LLC AND/OR ENGINEERS CONSULTING FREQUENCY COUNT, THE COMPLIANCE CLIENT'S DESIGN & EXPOSURE REGULATIONS. SEE EME STUDY BY OTHERS. e RETHERFORD 7093 EVERGREEN SILVERHORN (720) ENTERPRISES, 261 I CO 2064 180439 DRIVE 1 INC I 24. STRUCTURE INFORMATION IS SHOWN FOR ILLUSTRATIVE PURPOSES ONLY. LUTZ, DAILY & ABBREVIATIONS BRAIN, LLC CONSULTING ENGINEERS HAS NOT EVALUATED THE STRUCTURAL INTEGRITY OF SUPPORTING 25. INSTALL OBTAIN ALL GROUNDING STRUCTURAL STRUCTURES, PER ANALYSIS MANUFACTURER ANTENNA REPORTS MOUNTS & OR & FOLLOW VERIZON FOUNDATION. STANDARDS ALL RECOMMENDATIONS. CONTRACTOR AS REQ'D. SHALL IBO IDU IGB IGR AC AGL AHJ ATS AWG AWS BBU BCW BFG BKR BTCU BTS CBRS CGBE CI CF CF/CI CKT CPRI CU DC DIA DWG E EME EMT FV GALV GEN GPS LGB LP LTE M MGB MW NEC OVP PCS PDF PPC/PTC PVC RGP RRH SCH SF SGB SOW SS TO TVSS TYP UNO UG UGB UGE UGT WI XFMR 4. R ± -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- - -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- ALTERNATING ABOVE AUTHORITY AUTOMATIC AMERICAN ADVANCED BASE BARE BELOW BREAKER BARE BASE CITIZEN'S COAX CONTRACTOR CONTRACTOR CONTRACTOR CIRCUIT OPTICAL COPPER DIRECT DIAMETER DRAWING EXISTING ELECTROMAGNETIC ELECTRICAL FIELD GALVANIZED GENERATOR GLOBAL INSTALLED INDOOR INTERMEDIATE INTERIOR LOWER LIQUIFIED LONG METER MAIN MAIN MASTER MICROWAVE NATIONAL OVER PERSONAL POWER POWER POLYVINYL RIGID REMOTE SCHEDULE SQUARE SECTOR SCOPE STAINLESS TOP TRANSIENT TYPICAL UNLESS UNDERGROUND UPPER UNDERGROUND UNDERGROUND WAREHOUSE TRANSFORMER CENTERLINE PLATE PLUS -VOLTAGE OF BAND COPPER TINNED TRANCEIVER ISOLATED VERIFY TERM DISCONNECT_ DISTRIBUTION GALVANIZED OR GROUND GROUND FINISH CURRENT POSITIONING UNIT GROUND ISOLATED DISTRIBUTION PROTECTION OF NOTED CABLE RADIO FEET GROUND MINUS BROADBAND GROUND PROPANE ELECTRIC WIRE BY COMMUNICATION CHLORIDE WORK STEEL HAVING TRANSFER WIRELESS UNIT EVOLUTION VOLTAGE METALLIC INSTALLED COPPER INSTALLED CURRENT WIRE GRADE FURNISHED FURNISH OTHERS GROUND GROUND (PROVIDED PROTECTION HEAD OTHERWISE ELECTRIC TELEPHONE LEVEL GAUGE BAR BAR BAR STATION RING GROUND STEEL JURISDICTION ENERGY PANEL CODE OR SURGE SERVICES SYSTEM FRAME SWITCH WIRE RADIO / TUBING CONTRACTOR BAR (HALO) POWER IN BAR AT PIPE BY KIT JOBSITE BAR SYSTEM SERVICE SUPPRESSOR EXTERNAL MANUFACTURER) FOR TELCO DEPLOYMENT INSTALL CABINET B LUTZ, CONSULTING 6400 OVERLAND GLENWOOD DAILY PARK & ENGINEERS BRAIN, I I SUITE KS 166202 LLC 200 _ A 12/15/2023 ZDs CAG SC, IN try Nall ,� ` k �� +�+ O ®� rsMD `\.JMDP IT IS A VIOLATION UNLESS THEY OF A LICENSED ARE TO ALTER ACTING OF PROFESSIONAL THIS LAW UNDER DOCUMENT. FOR ANY PERSON, THE DIRECTION ENGINEER, SITE NAME GRE GROVER ZDs TBD GROVER, (250'-0" SELF-SUPPORT INITIAL COUNTY CO BUILD RD 80729 118 TOWER) 4. SHEET TITLE GENERAL NOTES SHEET [ N-4 NUMBER COLOR LEGEND ANTENNAS RRH/BBU I FIBER LEASE AREA -PENETRATIONS HYBRID/COAX CABLES- GENERAL CONSTRUCTION MW(FIBER EWIPMEM OW & ELECTRICAL EQUIPMENT POWER &GROUNDING ACCESS & UTILITY EASEMENT O CD O 0 U 4 z 0 a W CO 0 N CC W 0 O w a C' In O a co N Cn w CO CO W O cc cc c U w 0 a m w O w cc cU z U5 w a a a w H z w C a O w w W CC 2 Q N CO 0 N rr N CARRIER: SI SURVEYOR'S CERTIFICATE UA ED IN HIF; NOR !, Robert Daley, do hereby certify only to Retherford Enterprises, that on March 22, 2023, a topographic survey was conducted under my supervision using the normal standard of care of Professional Land Surveyors and the map hereon accurately represents said survey, to the best of my knowledge. This drawing does not represent a Land Survey, Land Survey Plot, Improvement Land Survey Plat or improvement Location Certificate and any monuments or boundary tines shown are for information only and ore not to be relied on. This survey did not rely on a title commitment or report for legal descriptions and easements, at the client's request. This survey does not constitute o title search by this surveyor or Daley Land Surveying, inc. of the property shown and described hereon to determine: 1. Ownership of this tract of land. 2. Rights —of —way, easements and encumbrances recorded or unrecorded affecting this tract of land. 3. Compatibility of this description with those of adjacent tracts of land. SURVEYOR'S CERTIFICATE \\\\\ \\01\1\11111/0/1/4 '1/4\ /�vvi 66SLT 1.., q�ERT R45- f13(` c', 92823 O : 35597 -o•• • F J� /////7AL I LAW \\\\" Job No. 2206-009 For and on behalf of Daley Land Surveying, Inc. 17011 Lincoln Ave., #361 Porker CO. 80134 303 953 9841 Robert Daley, PLS 35597 BASIS OF BEARINGS: The bearings shown on this survey are referenced to the north line of the Northwest Quarter of Section 15, Township 10 North, Range 61 West of the 6th P.M., assumed to bear North 88°59'05" East, a distance of 2625.89 feet, monumented as shown hereon. COORDINATE SYSTEM AND DATUM: Horizontal coordinates are referenced to NAD83, Vertical datum is NAVD88 and originates from the local C.O.R.S. network, utilizing the Geoidl8 model. FLOOD ZONE: Zone D, Other Areas, Areas of Undetermined Flood Hazard per FEMA National Hood insurance Program Mop 08 1 2300 750E, Panel Not Printed, Mop Revision dote of January 2D, 2016. NOTICE: According to Colorado law you must commence any legal action based upon any defect in this survey within three years after you first discover such defect. In no event, may any action based upon any defect in this survey be commenced more than ten years from the date of the certification shown hereon. UTILITIES: The utilities which are readily visible upon the ground, such as manholes, power and light poles, inlets, etc. were located by field surveys and shown hereon. Sub —surface utilities, if shown, are the result of field surveys of utility location marks provided by others. There may be additional buried utilities in the area that were not located and therefore not shown on this survey. LEGAL DESCRIPTION (PER WELD COUNTY ASSESSOR) Reception No. 4118414, PARCEL C All that part of the West Half of Section 15, Township Meridian, County of Weld, State of Colorado lying north Chicago, Burlington & Quincy railroad. 10 North, and east Range of the 61 West of the 6th Principal right—of—way for the HWES V QUA]R III C S U RIIIZN WIT SS SIT IN, R Of SECTION 15, TOWN COUNTY OF WELD, STA L1 ICV SHI 0 7 Y V P 10 NORTH, COLORADO ANG E 61 �S Of THIS, 6 H 3 M. BOUNDARY I DETAIL \ \ \ \ \ PARCEL ID. 0291 116000012 OWNER; STATE OF COLORADO 1127 N. SHERMAN STREET SUITE 300 DENVER, CD 30203-2398 \ \ \ \ \ \ \ N \ \ \ \ \ \ n \ \ \ , \ \ C \ \ \ \ \ © \ \ .0 \ \\ -73 \\ n� \ \ \ -k � \ -1.- \ \ FN0 1" BRASS TAG PLS 23520 \ \ NORTHWEST CORNER SECTION 15, T.10N., R.61W. FND #6 REBAR NORTHEAST QUARTER SECTION 16 T.10N., R.61W. PARCEL ID. 029116000012 OWNER: STATE OF COLORADO \ 1127 N. SHERMAN STREET SUITE 300 DENVER, CO 80203-2398 \ \ 0 CZ -JP < a� \ \ j F Y - \ \\ 0 Ka a \ \ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \' I SOUTHWEST CORNER SECTION 15, T.10N., R.61W. FND 34" ALUM CAP PLS 38452 2018 \ I WCR f SO' R.O.IN. ) BOOK \\ WCR 118 160' R.0.1N.1 BOOK 5 PAGE 298 BASIS OF BEARING N88°59'05"E 2625.89' N. LINE NORTHWEST QUARTER SECTION 15 NORTH QUARTER CORNER SECTION 15, T.10N., R.61W. FND 34" ALUM CAP PLS 38452 2018 -He \ I 0 N88°59'05"E NORTHWEST QUARTER SECTION 15 T.1ON., R.61W. PARCEL C, RECEPTION NO, 4118414 PARCEL ID. 029115000010 OWNER: KENNET H H. EVER TIT 5336.3 WCR 136 PINE BLUFFS, WY 8208-4202 0 50' SCALE: 1" = 50' LEGEND 100' Right of Way Line Lot Line Easement Line Section Line verizony VERIZON WIRELESS SERVICES 10000 PARK MEADOWS DRIVE SUITE 300 LONE TREE, CO 80124 PLANS PREPARED BY: RETHERFORD ENTERPRISES 7093 SILVERHORN DRIVE EVERGREEN I CO 180439 (720) 261-2064 SITE INFORMATION: SITE NAME: GRE GROVER SITE ADDRESS: TBD WCR 118 GROVER, CO 80729 WELD COUNTY 11/4 p ISSUED FOR: REV DATE DESCRIPTION BY: 1 3/31/23 SURVEY AV 2 9/28/23 LEASE AND EASEMENT AV LICENSURE INFO: DALE I r LAND a S UR VE YING, INC. 17011 LINCOLN A S E #3611 PARKER, CO 80134 b��.a. no�iair�a iiiii�iwaiio!ai••••iaa•iwA 0' 1" = 50'-0" (FULL SIZE) 50 100' 1" = 100'-0" (11x17) SHEET TITLE: TOPOGRAPHIC SURVEY • r SHEET NUMBER: LS1 CARRIER: 0 30' VIE SITUATED IN THE NORTHWEST QUART 60' SCALE: 1" = 301 LEGEND O '.;TV Bush Cable TV Box Electric Electric Electric Electric Box Connection Meter Transformer Fire Hydrant Fiber Optic Manhole Sign Power Pole Sanitary Manhole Storm Manhole Telephone Junction Box Telephone Pedestal Coniferous Tree Deciduous Tree UE FO UG uw UE FO UG uw Building Sidewalk Edge of Asphalt Edge of Concrete Edge of Grovel Road Flowline Top Back of Curb Chain Link Fence Wood Fence Underground Electric Underground Fiber Optic Underground Gas Underground Water Wall �1II Z N W IN,R, S COUNTY F, C 0 IC SU �I �,I SS Si GI`'I 7 ION 15, TOWNSHIP 10 NO WELD, STATE OF COLORA RffH, JO RANGE 61 W S OF THE 6TH ]P,111[ �N. LINE NORTHWEST QUARTER SECTION 15 PARCEL C, RECEPTION NO. 411.8414 PARCEL ID. 029 1 15000010 OWNER: KENNETH H. EVERITT 83863 WOK' 136 PINE BLUFFS, WY 82082-4202 verizony VERIZON WIRELESS SERVICES 10000 PARK MEADOWS DRIVE SUITE 300 LONE TREE, CO 80124 PLANS PREPARED BY: RETHERFORD ENTERPRISES 7093 SILVERHORN DRIVE EVERGREEN I CO 180439 (720) 261-2064 14. SITE INFORMATION: SITE NAME: GRE GROVER SITE ADDRESS: TBD WCR 118 GROVER, CO 80729 WELD COUNTY ISSUED FOR: REV DATE DESCRIPTION BY: 1 3131/23 SURVEY AV 2 9/28/23 LEASE AND EASEMENT AV LICENSURE INFO: kageere J. 1)ALEYLANI) SURVEYING, IN( f. 17011 LINCOLN .-11 "E 4161 P.11?IiER, CO 80134 1" = 30'-0" (FULL SIZE) 0 15' 30' 60' 1" = 60'-0" (11x17) SHEET TITLE: TOPOGRAPHIC SURVEY SHEET NUMBER: LS2 O LEASE AREA AND I EASEMENT DETAIL I \I NORTHWEST CORNER SECTION 15, L1DN.,_R.61-W. FND #6 REBAR 4° N Lo o w I� '-Iz en I J O 0 N N - N 'CR (6O' It0,AO BOON 5 PAGE 29 ro EDGE OF ROAD ro EDGE OF ROAD _ -. PROPERTY LINE N N N N N N A O N .33 .126) s°" 9cc N 4.66.9,SFsv R.O.W.-LINE WCR 118 (60' R.0,W.) BASIS OF BEARING N88'59'05"E PROPERTY LINE 1/O ev N oP N N NORTHWEST QUARTER SECTION 15 T.10N., R. 61 W. N N N N BOOK 5 PAGE 298 F0 N N 2625.89' N N90'00'00"E 1.50' GEODETIC COORDINATES (NAD83/2011) PROPOSED TOWER LOCATION LATITUDE: LONGITUDE: N40'50'26.06" (N40.84057' DECIMAL DEGREES) W104`12'02.97" (W104.20082' DECIMAL DEGREES) GROUND ELEVATION: 5040' (NAVD88) rC rC: N. LINE NORTHWEST QUARTER SECTION 15 N88'59)05"E `17.00' N N90'00'00 "E 33.50' 590'00'00"W 35.00' BARB WIRE FENCE ACCESS AND UTILITY EASEMENT N90'00'00"E 16.50' � sao oo'oo"w 5.00' PARCEL C, RECEPTION NO. 4118414 PARCEL ID_ 029115000010 OWNER: KENNETH H. EVERITT 53263 WCR 136 PINE BLUFFS, WY 32082-4202 P.O.B. ACCESS AND UTILITY EASEMENT P.O.B. 35'X50' LEASE AREA 35'X50' LEASE AREA NORTH QUARTER CORNER SECTION 15, T.10N., R.61 W. FND 4" ALUM CAP PS 38452 2018 30' 60' SCALE: 1" = 30' -- (Jr v SITUATED I TOWNSHIP 10 COUNT 1\Li N W N TH N 7 N O R ORTH, Y Oli' W RA IN, IL IC SU!V Y SS S I G HWEST QUARTER OF SECT NGE 61 WEST OlE THE 6 D, S II ATIK OF COLORADO I0 ACCESS AND UTILITY EASEMENT - PROPOSED: A parcel of land over and across a parcel of land described as Parcel C recorded at Reception No. 4118414 in the Clerk and Recorder's Office of Weld County (Parent Tract), located in the Northwest Quarter of Section 15, Township 10 North, Range 61 West of the Sixth Principal Meridian, County of Weld, State of Colorado, said parcel being more particularly described as follows: For the purpose of this description the bearings are referenced to the north line of the Northwest Quarter of Section 15, Township 10 North, Range 61 West of the 6th P.M., assumed to bear North 88'59'05" East, o distance of 2625.89 feet, monumented by a #6 rebar at the northwest corner and by a 34" aluminum cap marked PLS 38452, 2018 at the North Quarter of said Section 15. Beginning at northeast corner of the hereinafter described 35'X50' Lease Area, whence the Northwest Corner of Section 15, Township 10 North, Ronge 61 West of the 6th P.M. bears North 50'33'34" West, a distance of 385.89 feet; THENCE South 90'00'00" West, along the north line of said hereinafter described 35'X50' Lease Area, a distance of 33.50 feet; THENCE North 00'00.00" East, a distance of 219.83 feet to the north line of that parcel of land described as Parcel C, recorded of Reception No. 4118414 in the Clerk and Recorder's Office of Weld County (Parent Tract) and the south right of way line of Weld County Road 118; THENCE North 88'59'05" East, along said north line and said south right of way line, a distance of 17.00 feet; THENCE South 00"00'00" West, a distance of 215.13 feet; THENCE North 90'00'00" East, a distance of 16.50 feet; THENCE South 00.00'00" West, a distance of 5.00 feet to the Point of Beginning. Containing 3822 Square Feet, or 0.088 Acres, more or less. 35'X50' LEASE AREA — PROPOSED: A parcel of land over and across a parcel of land described as Parcel C, recorded at Reception No. 4118414 in the Clerk and Recorder's Office of Weld County (Parent Tract), located in the Northwest Quarter of Section 15, Township 10 North, Range 61 West of the Sixth Principal Meridian, County of Weld, State of Colorado, said parcel being more particularly described as follows: For the purpose of this description the bearings are referenced to the north line of the Northwest Quarter of Section 15, Township 10 North, Range 61 West of the 6th P.M., assumed to bear North 88'59'05" Eost, a distance of 2625.89 feet, rnanumented by a #6 rebar at the northwest corner and by a 4" aluminum cap marked PLS 38452, 2018 at the North Quarter of sold Section 15. Beginning at northeast corner of the 35'X50' Lease Area, also being the Point of Beginning of the hereinbefore described Access and Utility Easement, whence the Northwest Corner of Section 15, Township 10 North, Range 61 West of the 6th P.M. bears North 50'33'34" West, a distance of 385.89 feet; THENCE THENCE THENCE THENCE THENCE South 00.00'00" West, a distance of 50.00 feet; South 90.00'00" West, a distance of 35.00 feet; North 00'00'00" East, a distance of 50.00 feet; North 90'00.00" East, a distance of 1.50 feet to described Access and Utility Easement; continuing North 90'00'00" East, along the south Utility Easement, a distance of 33.50 feet to the the southwest corner of said hereinbefore fine of said hereinbefore described Access and Point of Beginning. Containing 1750 Square Feet, or 0.040 Acres, more or less. N 15 H P.M. CARRIER: yen on" VERIZON WIRELESS SERVICES 10000 PARK MEADOWS DRIVE SUITE 300 LONE TREE, CO 80124 PLANS PREPARED BY: RETHERFORD ENTERPRISES 7093 SILVERHORN DRIVE EVERGREEN I CO 180439 (720) 261-2064 SITE INFORMATION: SITE NAME: GRE GROVER SITE ADDRESS: TBD WCR 118 GROVER, CO 80729 WELD COUNTY • ISSUED FOR: REV DATE DESCRIPTION BY: 1 3/31/23 SURVEY AV 2 9/28/23 LEASE AND EASEMENT AV LICENSURE INFO: 1)ALEYL SURVEYING, ter 17011 LINCOLN A VE ##,3 PARKER, CO 80134 VAFreess' 'J• 1"= 30'-D" (FULL SIZE) 0 15' 30' 60' 1" = 60'-0" (11x17) SHEET TITLE: TOPOGRAPHIC SURVEY SHEET NUMBER: �I SOUTHWEST CORNER SECTION 15, T.10N., R.61 W. END 34" ALUM CAP PIS 38452 2018 LS3 EXISTING BARBWIRE EXISTING U/G FIBER _ 10000 verizon PARK LONE MEADOWS TREE, (303) CO 80124-5453 694 3234 DRIVE, SUITE N, 300 - FENCE �5040� - - X X _4(� X -44 X �/ /i �\ it 1 FO FO FO FO $p40_ FO - _�__ \ FO 3040 rp 5040 FO 118 R.O.W.) e RETHERFORD 7093 EVERGREEN SILVERHORN (720) ENTERPRISES, 261-2064 I CO 180439 DRIVE 1 INC / FO WCR (60' \ - F - FO -- FO -- EXISTING COUNTY ROAD 118 5p40 UTILITY POLE Via X X _ _ X�HI OHF n _ �-X ` XuiiL X X -u X X X X- - - / \ \ EXISTING FENCE BARBWIRE d O H I EXISTING UTILITY O m I (:) EXISTING OVERHEAD ELECTRICAL POLE TUBULAR ACCESS/UTILITY NEW 12'-0" STEEL NEW 17-0 LONG LIVESTOCK EASEMENT VERIZON X I 4'-2" GATE HIGH -i /- CV +IO q O w w o 2 o W Ls)- N O H 1 -w w co Q C I.<4 = LL Lu O 0 Lu O O r O NEW VAULT VERIZON AT PROPERTY FIBER LINE EXISTING OVERHEAD ELECTRICAL d PROPERTY LINE (TYP) L'3 LUTZ, CONSULTING 6400 OVERLAND GLENWOOD DAILY PARK & ENGINEERS BRAIN, I I SUITE KS 166202 LLC 200 - - - �2 a m 1 A 12/15/2023 ZDs CAG ,e O\ ree\ �® 13 ec I �13 o o \ EXISTING UTILITY POLE ,iik { 4 h G•,. r NEW 35'-0" LEASE VERIZON X AREA 50'-0" ` I I \ EXISTING , O 2 mGATE - - -' 2500"SETBACKTOCENTEROFNEWTOWER \ \ \ \ \ i \ \ \6.) \ \ \ \ I I I O yl O FROM EDGE OF R.O.W4fl° i — \ 0o o I IT IS A VIOLATION UNLESS THEY OF A LI ARE TO ACTINEG ALTER D OF THIS LAW UINDERL DOCUMENTGINEER, FOR ANY PERSON, THE DIRECTION N Orn n \� .2o 7.O L� o I r EXISTING - SITE ITE NAME GRE GROVER ZDs \ \ \ \ \ I I ; / % UTILITY POLE NOTES: TBD GROVER, (250'-0" SELF-SUPPORT INITIAL COUNTY CO BUILD RD 80729 118 TOWER) 4. \ \ \ \ \ \ I \ I 1. 2. 3. 4. 5 ALL PROVIDED MUST ANY WHEN FULLY AND/OR OF KEEP CONTRACTOR REQ'D ALL TEMPORARY INFORMATION THE ITEMS DISCREPANCIES BE ALL SITE RESPONSIBLE DURING ALL WORK FIELD ACCESS BY ACCESS SHOWN EXISTING VERIZON, AREA TO CONSTRUCTION. GATE VERIFIED FIELD SHOWN GATES/DOORS ARE REQUIRES TO ARE FOR ACCESS /ILL EXISTING SITE REMAIN VERIFY BY FOUND MAINTAINING ON THE WALK REQUIRED PLANS LOCATIONS. OPENING OPEN LOCATION CONTRACTOR CLOSED UNLESS PRE IS -AUDIT OR RECREATED AND GATES/DOORS, AT UNATTENDED NOTED AND OF SECURING DO THE ALL & PRIOR NOT LOCKED SITE ENTRANCEPERMANENT EXISTING OTHERWISE. FROM ALLOW WALK TO EXISTING AT WHEN THE & EXISTING PHOTOS. DURING ANY UTILITIES THE CONTRACTOR NOT THE TIME PERIMETER ACCESS IN CONSTRUCTION. DRAWINGS THIS FOR USE. & PROTECT PERTY GATES/DOORS INFORMATION ANY SHALL FENCING REASON. DURING BE AS IF SHEET TITLE • OVERALL �+ SITE PLAN NORTH CONSTRUCTION UNTILA THEBE LIVESTOCK GATE ONSTALLED.F SHEET (� `-'_1 NUMBER 1 OVERALL SITE PLAN 75 0 75 150 SCALE: 1 " = 75'-0"SCALE: 1" = 75' SCALE) (11x17 COLOR LEGEND ANTENNAS RRH,'BBIJ FIBER LEASE AREA -PENETRATIONS HYBRID/COAX CABLES- GENERAL CONSTRUCTION MW(FIBER EQUIPMENT OUP & ELECTRICAL EQUIPMENT POWER&GROUNDING ACCESS & UTILITY EASEMENT 0 0 0 U O W CO O N CC W 0 0 w a cal In O a co N Cn w CO CO W cc a c U W a a W 0 w cc cU z U5 w a a w H z w O CC w w x I — w 2 Q N M N r N 17-0" 16' 6" 10000 verizon PARK LONE MEADOWS TREE, (303) CO 80124-5453 694-3234 DRIVE, SUITE N, 300 I RETHERFORD \ 7093 EVERGREEN SILVERHORN (720) ENTERPRISES, 261-2064 I CO 180439 DRIVE 1 INC 1 N. V\ �- NEW ACCESS DRIVE -- / %% NEW FIBER [ONNEWCONC.PAD VERIZON NEW VAULT TRANSFORMER NEW COMPOUND 12' 0" - /1 / t B NEW GATE ACCESS/UTILITY Q in ! EASEMENT yk- T LUTZ, CONSULTING 6400 OVERLAND GLENWOOD DAILY PARK & ENGINEERS BRAIN, I I SUITE KS 166202 LLC 200 X X. x x x X l NEW VERIZON � \ �� ` x UTILITY H LJ NEW GENERATOR CONCRETE ON PAD \\, +I NEW �\ -FRAME \\ x r it; X,_ - _: _ x =_- NEW VERIZON WALK-IN CABINET X I \ x' ON NEW CONCRETE PAD I 1\ . x \ I�. 1 - NEW ICE BRIDGE (SITE NEW FENCE 5'-0" -,--, I . — 9'-5"± PRO OR APPROVED 1 PART # IB1210D-Z EQUAL) x I , A 12/15/2023 ZDs CAG . o Q ke\> 4e c %+ +°Cinkits O . tie SI 1/4"V0 P Tur #c\ o a.. ,) w 1 — C-5 x\ \ i.' . _� — xcn w ✓v v Y Y .\ V \ w w \ a , 4 �'. z o N N ‘ › . . 7 LU X I +1 \� i x Z o NEW VERIZON 250'-0" SELF-SUPPORT (3) NEW SECTOR TOWER WI MOUNTS VERIZON (1 PER EQUIPMENT: SECTOR) x. m x . (3) NEW C -BAND INTEGRATED (6) NEW ANTENNAS/RADIOS LTE ANTENNAS (1 (2 PER PER SECTOR) SECTOR) x `; N�,, �a IT IS A VIOLATION UNLESS THEY OFALICENSED ARE TO ALTER ACTING OF PROFESSIONAL THIS LAW UNDER DOCUMENT. FOR ANY PERSON, THE DIRECTION ENGINEER, I (6) NEW RRH UNITS (2 PER SECTOR) I \ (2) NEW (2) NEW 6x12 12x24 HYBRID OVP UNITS CABLES x I I I I •� v. I Ix \ SITE NAME GRE GROVER x ZDs 1 1� X - - - x X X x X X X X X X X TBD GROVER, (250'-0" SELF-SUPPORT INITIAL COUNTY CO BUILD RD 80729 118 TOWER) . 35'-0" NEW VERIZON LEASE AREA NOTES: ' SHEET TITLE \ 1. 2. ALL PROVIDED MUST ANY CONTRACTOR INFORMATION DISCREPANCIES BE DURING FIELD BY VERIZON, VERIFIED TO FIELD SHOWN ARE SITE VERIFY BY FOUND ON THE WALK N. PLANS LOCATION CONTRACTOR PRE IS RECREATED -AUDIT OF & ALL PRIOR SITE EXISTING FROM WALK TO & EXISTING PHOTOS. DURING UTILITIES CONSTRUCTION. DRAWINGS THIS & PROTECT INFORMATION AS IF ENLARGED SITE PLAN NORTH 3. ALLQITEMS SHOWN ARE EX S'D TING UNLESS NOTED OTHERWISE. SHEET C NUMBER -2(11x17 1 ENLARGED SITE PLAN 10 0 10 20 SCALE: 1 " = 10'-0" SCALE: 1" = 10' SCALE) COLOR LEGEND ANTENNAS RRH,'BBIJ FIBER LEASE AREA -PENETRATIONS HYBRID/COAX CABLES- GENERAL CONSTRUCTION MW(FIBER EQUIPMENT OUP & ELECTRICAL EQUIPMENT POWER&GROUNDING ACCESS & UTILITY EASEMENT 0 0 0 0 0 c5 0 W CO O N CC w 0 a 0 w 0I In 0 a co N Cn w CO 0 a cc 0 c) U W O a J W 0 w cc cU z U5 W a a w H z w O 0 U- w x F- w 2 Q N M 0 FT N N, 1 T.O.0NEW LIGHTNING ROD riz 11 oihT.O. NEW LIGHTNING ROD i - 255'-0., e-255'-0" - $T.O. NEW VERIZON SELF-SUPPORT TOWER 1 - NEW VERIZON TOWER LIGHTING 10000 PARK LONE MEADOWS TREE, (303) CO 80124-5453 694-3234 DRIVE, SUITE 300 � 250' 0" j' I- I T.O. NEW VERIZON SELF-SUPPORT TOWER �� - V `250'-0" T.O. NEW 0249'-0"Lit VERIZON ANTENNAS / I RETHERFORD 7093 EVERGREEN SILVERHORN (720) ENTERPRISES, 261-2064 I CO 180439 DRIVE 1 INC 1 Lil `- 4a -/ ti NEW VERIZON C -BAND ANTENNAS / wf 247'-8" h. AM NEW VERIZON LTE ANTENNAS 245'-0" d _- 1 CZ " • NEW VERIZON SECTOR MOUNT -------r_ I. - - B �:'�, rig . �\ N • NEW SELF-SUPPORT VERIZON 250'-0" TOWER (2) NEW VERIZON BASE OVP UNITS 6x12 HYBRID TO TOWER CABLES OVP FROM UNITS o I I i / NEW SELF-SUPPORT VERIZON 250' 0" TOWER LUTZ, CONSULTING 6400 OVERLAND GLENWOOD DAILY PARK & ENGINEERS BRAIN, I I SUITE KS 166202 LLC 200 _ _ 0\1 12/15/2023 ZDs CAG 1 ANTENNA ELEVATION VIEW - LOOKING EAST Raw tk f® \„J ...„. + 0 +VP* k Ivy -'\N 0 �► Re ®O a \t' SCALE: N.T.S. \ , N N G.AA\� , ' y 4(2) NEW VERIZON BASE OVP UNITS 6x12 HYBRID TO TOWER CABLES OVP FROM UNITS1 I. M HOR A NEW GPS ANTENNA WALK-IN NEW -, VERIZON CABINET -, PRO NEW 1 APPROVED ICE PART BRIDGE # IB1210D-Z EQUAL) (SITE I . 1 °I r NEW SELF-SUPPORT VERIZON 250'-0" TOWER IT IS A VIOLATION UNLESS THEY OF A LICENSED ARE TO ALTER ACTING OF PROFESSIONAL THIS LAW UNDER DOCUMENT. FOR ANY PERSON, THE DIRECTION ENGINEER, ih T.O. NEW WIC l '� ° 10'-11" NEW DIESEL GENERATOR SITE NAME -,\ L , �`� NEW UTILITY H -FRAME GRE GROVER Z D S T.O. NEW FENCE I ' \ o 5. e e r a $6'-0" + • ►�.a0.O.0 4.5555 54. •55A i•�'i i❖i•O•i i,sa.•O��Qi��9�.��•0;��•OO� ••O�D�9;��•O�.•09.0 •i> �� is sVsVsa iiii V r i� i�iii�ii�O i� �SVa iiii�i`i5VSW Ua '' i� iiiwO i�iiiiiiiii°ii•�.• �:. ! %y i = _ _ TB GROVER (250'-0" SELF-SUPPORT D INITIAL COUNTY , CO BUILD RD 80729 118 TOWER) 2 •�� .C• .�*��.❖.. & ��.��rr. ... • •t$ ...._.;..." ❖. ►ii •1►.. i•��•i►iiii�•ii`�:•i t tS •$'•fit •4 iii ,►►❖.S►❖••. •i i��•O��!•;.�osi.� L4 •.q,�,..❖..❖`►•• •��•i•0��0��. �••�►•.�..❖.•..•.�. •❖..❖.❖ `\ .,`0,.❖.❖.s•❖s54,..` •...a.►.N'. ►.,.►�► soo..,..w.•a..w.4 .• .►..�► ►..►........;,.o.. =-- . .......•...o..... -- kas -a sa ,aa aaa,.❖.•.s, .assaassa .',.-- .ssssassssassass _ ♦ �►.... ♦ ♦. �►.��....4 A _�..•, .� ..' ♦... �.........s. ❖.•iZ..❖.❖.❖.❖.❖..❖.• �� : ��►��.•e►.�.�� S - _�._._.,.._ _.A_ ��.�w�►�.��..•e►.�♦ \.v01-0" FINISH GRADE s'flV ►�.�!►�.,►�,�.A��.A��.� . '�,��i� �ry ":.'�' :.�, ": � a -it": fir' b'�r71 <.. c� J 'Y` �2`"bi� i":'2 -' -s�. -2� �. . . �\\,. � J i i r j' vim? ' ' �, -2-6-4-1„_, h �+ I I �� \�� \�\� / /�/�� .,<\/:\,//,\&,/,:c.\ G //�\..,%/1/\�\//\\j/�\/ \/� I I t SHEET TITLE � GRADE ELEV. aikFINISH 'o,-ol, — ELEVATIONS — SHEET C-3 NUMBER 1 2 WEST ELEVATION - LOOKING EAST COMPOUND ELEVATION - LOOKING EAST SCALE: N.T.S. SCALE: N.T.S. COLOR LEGEND ANTENNAS RRH.'BBIJ FIBER LEASE AREA - PENETRATIONS HYBRID/COAX CABLES -GENERAL CONSTRUCTION LTN;FIBEREQUIPMENT OVP & ELECTRICAL EQUIPMENT POWER & GROUNDING ACCESS & UTIUTY EASEMENT 0 0 0 U co U C? W CO N CC W 0 0 w UI In O a co N Cn co m O cc cc (71 o 0 c U W 0 a a m W 0 W cc cU z U5 W o a w H z w 0 w w H W CC 2 Q N CO N rr N 10000 erizon" PARK LONE MEADOWS TREE, (303)694-3234 CO 80124-5453 DRIVE, SUITE 1 300 / LEGEND: (#\./ _ - - 1. 2. NEW NEW AI R6449) SECTOR C -BAND INTEGRATED MOUNT (VFA12-HD-S) ANTENNAS/RADIOS (ERICSSON 3. 4. (2) NEW NEW RRHS LTE ANTENNAS (ERICSSON 4449 (COMMSCOPE & 8843) NHH-65C-R2B) RETHERFORD 7093 EVERGREEN SILVERHORN (720) ENTERPRISES, 261-2064 I CO 180439 DRIVE INC 5. NEW 12x24 OVP UNIT K 1/ 6. (2) NEW 6x12 HYBRID CABLES_ I 7. NEW VERIZON 250' - 0" SELF-SUPPORT TOWER l 2) K 3 ) /4� i l B LUTZ, CONSULTING 6400 OVERLAND GLENWOOD DAILY PARK & ENGINEERS BRAIN, I I SUITE KS 166202 LLC 200 NOTE: TOWER FOR CLARITY. NOT SHOWN A 12/15/2023 ZDs CAG Sank, Nall +VP*- k k` 4 e + a e # SQ V%�� 1 ANTENNA PLAN - FRONT (ALPHA, BETA & GAMMA) 3 LEGEND SCALE: N.T.S. 2 /1 \ / �„. s€ 5-G,O0° __ 3 -0).- -ccv NEW MOUNT AZIMUTHS: / IT IS A VIOLATION UNLESS THEY OF A LICENSED ARE ACTING TO ALTER OF PROFESSIONAL THIS LAW UNDER DOCUMENT. FOR ANY THE ENGINEER, PERSON, DIRECTION of \_ \ / 3 / a e ; e �ie ALPHA: 300° a • mow. �_ :. e �a, to �. 1 E BETA: 60° t � GAMMA: 180° Y SITE NAME 4' .; 2\ ) GRE GROVER NEW ANTENNA AZIMUTHS: 5 j ZDS A. ALPHA: 300° i) ",►_.- BETA: 60° I• 4 \ TBD GROVER, (250'-0" SELF-SUPPORT INITIAL COUNTY CO BUILD RD 80729 118 TOWER) . GAMMA: 180° ��,,,�,, p� IS 1 ® `Q°I Cjgy C J 2 Lto / �j 3 SHEET TITLE • H r / U II NOTES: NORTH W a Cal I D RI a � 1. 2. 3. ALL PROVIDED INFORMATION CONSTRUCTION. INSTALL INSTALL INFORMATION ALL GROUNDING BY NEW VERIZON, MUST EQUIPMENT SHOWN BE PER SITE FIELD MANUFACTURER ON WALK PLANS VERIFIED PER PRE MANUFACTURER IS -AUDIT RECREATED BY THE & VERIZON & SITE CONTRACTOR FROM & WALK VERIZON STANDARDS EXISTING PHOTOS. PRIOR STANDARDS AS TO DRAWINGS THIS REQ'D. & DURING AS REQ'D. ANTENNA PLAN [ SHEET C-4 NUMBER 2 ANTENNA PLAN VIEW 4 NOTES SCALE: N.T.S. COLOR LEGEND ANTENNAS RRH/BBU 'FIBER LEASE AREA -PENETRATIONS HVBRID/COAX CABLES -GENERAL CONSTRUCTION MW(FIBEREQUIPMENT OW&ELECTRICAL EQUIPMENT POWER&GRWNDING ACCESSSUTILITV EASEMENT O 0 O 0 U CD O W CO O N CC W 0 O w UI In O a co N co m O cc cc c U W O a W O W cc ci z U5 W a w H z w O CC w w x w 2 a N M N rr N Andrew NHHt65A/B/C- 2x 6 -Port kntennas B + 2x RRHs per sector Ni verizon 10000 PARK LONE MEADOWS TREE, (303) CO 80124-5453 694-3234 DRIVE, SUITE 300 I RETHERFORD 7093 EVERGREEN SILVERHORN (720) ENTERPRISES, 261-2064 I CO 180439 DRIVE 1 INC tal 700 En/ Radio 850RRl 4449 New LSub6 LUTZ, CONSULTING 6400 OVERLAND GLENWOOD DAILY PARK & ENGINEERS BRAIN, I I SUITE KS 166202 LLC 200 �1 0 Antenna • it I "ti A ,r` - ✓ � D ci I r I l.1 I * XXXX XXXX A 12/15/2023 ZDs CAG X 40.. 4- XX X X XX X XXXX �® * ®�� 0 +VD*- 6 ore 4 J + Noo ►ss . ':. i ;-- • . 4 - , __' ♦ X X�/XX)C X X XX X Je a -artSN Bel ise tee Vie X XX X XXXX XXXX 411e. .PW R fry Wlee se L Ll IT IS A VIOLATION UNLESS THEY OF A LICENSED ARE TO ALTER ACTING OF PROFESSIONAL THISDOCUMENT. LAW UNDER FOR ANY THE ENGINEER, PERSON, DIRECTION �..... r �� I�n .. r ! ..f.• a�f a S {{{��y , _ . 1 _ n r Ai • I) ` g� JAWS + PCS RRIH .� - . ..r . F ` iil�l • .1r.it yc' Y r ` • SITE NAME 4 8 fe i 1 i iI i -, i I I. rele i ,, to 1 1 I I I New 4power Fibe runs no. • runs shown) GRE GROVER ZDs .00 (N) 6648 BTU TBD GROVER, (250'-0" SELF-SUPPORT INITIAL COUNTY CO BUILD RD 80729 118 TOWER) (E) 6630 68U 1 SHEET TITLE NOTES: 1. 2. CONTRACTOR EQUIPMENT CONTRACTOR PRIOR TO ORDERING COUNT, TO TO REFER FIELD DESIGN AND/OR VERIFY TO VERIZON & INSTALLATION. ANY ROUTING OTHER FINAL & INSTRUCTIONS. LENGTHS RFDS FOR OF FINAL ALL CABLES RFDS CABLE DIAGRAM SHEET C-5 NUMBER 1 RFDS CABLE DIAGRAM NOT TO SCALE COLOR LEGEND ANTENNAS RRH/BBU 'FIBER LEASE AREA -PENETRATIONS HVBRID/COAX CABLES -GENERAL CONSTRUCTION MW(FIBEREQUIPMENT OW&ELECTRICAL EQUIPMENT POWER&GRWNDING ACCESSSUTILITV EASEMENT 0 C] 0 0 U U C? 0 W CO O N CC W 0 CC 0 w UI 0 a co N Cn w CO CO W cc C9 cc L U W a a W 0 w cc cU z U5 W a a w H z w 0 0 w w x I — w CC o_ 2 a N M 0 N r N Ni ■ LEGEND: (#) ,erizon" 21'-0" 1. 2. 3. 4. 5. NEW NEW NEW NEW NEW CENTER VERIZON VERIZON VERIZON VERIZON VERIZON (ILC) ICE CONCRETE GENERATOR WALK-IN 200A BRIDGE INTEGRATED CABINET PAD LOAD 10000 PARK LONE MEADOWS TREE, (303) CO 80124-5453 694-3234 DRIVE, SUITE 300 RETHERFORD % 7093 EVERGREEN SILVERHORN (720) ENTERPRISES, 261-2064 I CO 180439 DRIVE INC / - - 5"± 3'-3"± NEW CONCRETE PAD 10'-8"± 4' 0"± - - ►+ 1 co IS, B D c7 l D LUTZ, CONSULTING 6400 OVERLAND GLENWOOD DAILY PARK & ENGINEERS BRAIN, I I SUITE KS 166202 LLC 200 +I <7 D w _- N I' D V C7 D 5 a V O d D_ w D 5 A 12/15/2023 ZDs CAG t V e\NIC \*t O +IPYrdiew �� 0 n v J + Q v w .-; Q� // \ c `2/ K 3% O H Lu D- ‘:. 7 / / �� c7 BOODDC❑CC❑CODOC�❑! WDDDDCLGDDLDD ®® O❑ DD v m❑❑❑❑❑❑❑❑❑❑�❑000 m❑❑❑❑Do❑❑D❑❑5555❑ EBBEIBBBBBBBBBBBBBE7 o❑❑ D 1 ) - +1 EP N D i 0 IT IS A VIOLATION UNLESS THEY OF A LICENSED TO ARE ALTER ACTING OF PROFESSIONAL THIS LAW UNDER DOCUMENT. FOR ANY THE ENGINEER, PERSON, DIRECTION sy `c,A," y N 1-, : \/ \/"./ \/ \/• p SITE NAME Co ��'v• GRE GROVER ZDs 4 N/ \/uvu• U TBD GROVER, (250'-0" SELF-SUPPORT INITIAL COUNTY CO BUILD RD 80729 118 TOWER) NOTES: 1. 2. 3. ALL PROVIDED MUST ANY WHEN FULLY AND/OR OF KEEP CONTRACTOR INFORMATION THE 'D DISCREPANCIES BE ALL SITE RESPONSIBLE DURING ALL WORK FIELD ACCESS BY ACCESS EXISTING VERIZON, AREA TO CONSTRUCTION. VERIFIED FIELD SHOWN GATES/DOORS TO REQUIRES FOR ARE ACCESS SITE REMAIN VERIFY BY FOUND MAINTAINING ON WALK THE PLANS OPENING LOCATIONS. LOCATION CONTRACTOR OPEN CLOSED PRE IS -AUDIT OR RECREATED AND GATES/DOORS, UNATTENDED AND OF SECURING DO ALL & PRIOR NOT LOCKED SITE EXISTING FROM ALLOW WALK TO EXISTING AT WHEN THE & EXISTING PHOTOS. DURING THE ANY UTILITIES CONTRACTOR NOT TIME PERIMETER ACCESS IN CONSTRUCTION. DRAWINGS THIS FOR USE. & PROTECT GATES/DOORS INFORMATION ANY SHALL FENCING REASON. AS BE IF 0 SHEET TITLE � WALK-IN CABINET & GENERATOR W/ NEW PAD PLAN NORTH 4. ALLQITEMS SHOWN ARE EXISTING UNLESS NOTED OTHERWISE. SHEET C-6 NUMBER 1 WALK-IN CABINET & GENERATOR W/ CONCRETE PAD PLAN 1 0 1 2 3 4 5 6 7 SCALE: 3/8" = 1-0" SCALE: 3/8" = 1'-0" SCALE) (11x17 COLOR LEGEND ANTENNAS RRH,'BRU FIBER LEASE AREA PENETRATIONS ' HYERID.'COAX CARIES GENERAL CONSTRUCTION LIWTIBER EQUIPMENT OW& ELECTRICAL EQUIPMENT POWER & GROUNDING ACCESS & UTILITY EASEMENT 0 0 0 U co c9 a w CO ❑ N CC W 0 a 0 w a In 0 a co N Cn w CO O a a 0 c U w a a m CC 0 Lu W w cc cU z U5 w it a a w H z w O 0 CC w x I - w 2 Q N CO N N Hello