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HomeMy WebLinkAboutVERIZON FTC PARKWOOD WIRELESS TELECOMMUNICATIONS FACILITY - FDP180012 - SUBMITTAL DOCUMENTS - ROUND 4 - PLANSRF ENGINEER SITE DIRECTIONS PROJECT DESCRIPTION VICINITY MAP PROJECT DATA SHEET INDEX NEW SITE LOCATION GROUND ELEVATION LATITUDE LONGITUDE CONSTRUCTION ENGINEER GENERAL NOTES APPROVALS (RF): DATE: (CONST.): DATE: (RE): DATE: LANDLORD: DATE: 1. THIS WIRELESS TELECOMMUNICATIONS FACILITY WILL MEET THE HEALTH AND SAFETY STANDARDS FOR ELECTROMAGNETIC FIELD EMISSIONS AS ESTABLISHED BY THE FEDERAL COMMUNICATIONS COMMISSION OR ANY SUCCESSOR THEREOF, AND ANY OTHER FEDERAL OR STATE AGENCY. 2. THIS WIRELESS TELECOMMUNICATIONS FACILITY WILL MEET THE REGULATIONS OF THE FEDERAL COMMUNICATIONS COMMISSION REGARDING PHYSICAL AND ELECTROMAGNETIC INTERFERENCE. 3. LIGHTING OR SIGNS WILL BE PROVIDED ONLY AS REQUIRED BY FEDERAL OR STATE AGENCIES. 4. DEVELOPMENT AND CONSTRUCTION OF THIS PROJECT WILL COMPLY WITH ALL APPLICABLE CODES AND ORDINANCES. 5. EXISTING PARKING IS NOT AFFECTED BY THIS PROJECT. C L E S U L A C L E C O N S U LT I N G , I N C . I N C . P I N PREPARED FOR: CONSULTING FIRM GN-1 FTC PARKWOOD GENERAL NOTES SOIL COMPACTION NOTES FOR SLAB ON GRADE: 1. EXCAVATE AS REQUIRED TO REMOVE VEGETATION & TOPSOIL EXPOSE UNDISTURBED NATURAL SUBGRADE AND PLACE CRUSHED STONE AS REQUIRED. 2a. COMPACTION CERTIFICATION: AN INSPECTION AND WRITTEN CERTIFICATION BY A QUALIFIED GEOTECHNICAL TECHNICIAN OR ENGINEER IS ACCEPTABLE. 2b. AS AN ALTERNATIVE TO ITEM 2a. THE "UNDISTURBED SOIL" BASE SHALL BE COMPACTED WITH "COMPACTION EQUIPMENT", LISTED BELOW, TO AT LEAST 90% MODIFIED PROCTOR MAXIMUM DENSITY PER ASTM D 1557 METHOD C. 2c. AS AN ALTERNATIVE TO ITEMS 2a AND 2b PROOFROLL THE SUBGRADE SOILS WITH 5 PASSES OF A MEDIUM SIZED VIBRATORY PLATE COMPACTOR [SUCH AS BOMAG BPR 30/38] OR HAND-OPERATED SINGLE DRUM VIBRATORY ROLLER [SUCH AS BOMAG BW 55E]. ANY SOFT AREAS THAT ARE ENCOUNTERED SHOULD BE REMOVED AND REPLACED WITH A WELL-GRADED GRANULAR FILL, AND COMPACTED AS STATED ABOVE. 3. COMPACTED SUBBASE SHALL BE UNIFORM & LEVELED. PROVIDE 6" MINIMUM CRUSHED STONE OR GRAVEL COMPACTED IN 3" LIFTS ABOVE COMPACTED SOIL. GRAVEL SHALL BE NATURAL OR CRUSHED WITH 100% PASSING 1" SIEVE. COMPACTION EQUIPMENT: HAND OPERATED DOUBLE DRUM, VIBRATORY ROLLER, VIBRATORY PLATE COMPACTOR OR JUMPING JACK COMPACTOR. S/G S/N SYMBOLS M AGL ABOVE GRADE LEVEL BTS BASE TRANSCEIVER STATION (E) EXISTING NEW NEW MIN MINIMUM N.T.S. NOT TO SCALE REF REFERENCE RF RADIO FREQUENCY TYP TYPICAL REQ REQUIRED EGR EQUIPMENT GROUND RING AWG AMERICAN WIRE GAUGE CRGB MASTER GROUND BAR [MASTER GROUND BAR] EG EQUIPMENT GROUND BCW BARE COPPER WIRE SIAD SMART INTEGRATED ACCESS DEVICE GEN GENERATOR IGR INTERIOR GROUND RING [HALO] RBS RADIO BASE STATION SOLID GROUND BUS BAR SOLID NEUTRAL BUS BAR SUPPLEMENTAL GROUND BAR 2-POLE THERMAL-MAGNETIC CIRCUIT BREAKER SINGLE-POLE THERMAL-MAGNETIC CIRCUIT BREAKER CHEMICAL GROUND ROD GROUND ROD = 4893.48 = 4892.08 PV= 4894.73 BLDG= 4905.16 BLDG= 4904.48 NG= 4894.52 NG= 4894.51 NG= 4894.30 BLDG= 4904.28 4893.56 NG= NG= 4893.30 NG= 4892.99 NG= 4893.89 NG= 4893.88 NG= 4894.48 4894.24 NG= FV NG= 4894.43 NG= 4895.12 NG= 4894.36 S NG= 4896.10 NG= 4894.31 NG= 4895.34 EP= 4895.74 EP= 4896.90 NG= 4894.78 NG= 4894.73 NG= 4895.57 TOE= 4895.34 TOP= 4896.70 TOE= 4895.32 EDR= 4895.20 EDR1= 4894.92 CONC= 4895.61 FV S ET NG= 4895.53 NG= 4896.41 TBC= 4894.26 28 PREPARED FOR: CONSULTING FIRM L-1 FTC PARKWOOD TREE PROTECTION NOTES & TREE INVENTORY 2025 SHARP POINT DR., FT COLLINS, CO 80525 SHEET TITLE PREPARED FOR: CHECKED BY: DRAWN BY: PROJECT NO: CONSULTING FIRM 3 INVERNESS DRIVE E STE 200 ENGLEWOOD, CO 80112 Construction - Project Management - Site Development 3131 S. VAUGHN WAY, #550 AURORA, CO 80014 FOR REVIEW ONLY NOT FOR CONSTRUCTION SHEET NUMBER PENETRATIONS RRH ANTENNAS FIBER POWER HYBRID & COAX CABLES KM KF 20151294205 CITY OF FORT COLLINS TREE PROTECTION NOTES: Tree Diameter at Breast Height (inches) Auger Distance From Face of Tree (feet) 0-2 1 3-4 2 5-9 5 10-14 10 15-19 12 Over 19 15 1. ALL EXISTING TREES WITHIN THE LIMITS OF THE DEVELOPMENT AND WITHIN ANY NATURAL AREA BUFFER ZONES SHALL REMAIN AND BE PROTECTED UNLESS NOTED ON THESE PLANS FOR REMOVAL. 2. WITHIN THE DRIP LINE OF ANY PROTECTED EXISTING TREE, THERE SHALL BE NO CUT OR FILL OVER A FOUR-INCH DEPTH UNLESS A QUALIFIED ARBORIST OR FORESTER HAS EVALUATED AND APPROVED THE DISTURBANCE. 3. ALL PROTECTED EXISTING TREES SHALL BE PRUNED TO THE CITY OF FORT COLLINS FORESTRY STANDARDS. TREE PRUNING AND REMOVAL SHALL BE PERFORMED BY A BUSINESS THAT HOLDS A CURRENT CITY OF FORT COLLINS ARBORIST LICENSE WHERE REQUIRED BY CODE. 4. PRIOR TO AND DURING CONSTRUCTION, BARRIERS SHALL BE ERECTED AROUND ALL PROTECTED EXISTING TREES WITH SUCH BARRIERS TO BE OF ORANGE FENCING A MINIMUM OF FOUR (4) FEET IN HEIGHT, SECURED WITH METAL T-POSTS, NO CLOSER THAN SIX (6) FEET FROM THE TRUNK OR ONE-HALF (½) OF THE DRIP LINE, WHICHEVER IS GREATER. THERE SHALL BE NO STORAGE OR MOVEMENT OF EQUIPMENT, MATERIAL, DEBRIS OR FILL WITHIN THE FENCED TREE PROTECTION ZONE. 5. DURING THE CONSTRUCTION STAGE OF DEVELOPMENT, THE APPLICANT SHALL PREVENT THE CLEANING OF EQUIPMENT OR FV S FV S ET GM WV WV FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO X X UG UG UG UG UG UG UG UG UG T X/RX2 TX/RX1 TX MON2 TX MON1 TX/RX2 TX/RX1 TX MON2 MON1 F F TX/RX2 TX/RX1 TX MON2 TX MON1 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X UG UG UG UG UG F F F F F F F F F F F F UG UG UG UG UG UG TX/RX2 TX/RX1 T X MON2 TX MON1 TX/RX2 TX/RX1 TX MON2 TX MON1 TX/RX2 TX/RX1 TX MON2 TX MON1 AZIMUTH 240 ° AZIMUTH 0 ° (2) NEW VERIZON OVP MOUNTED ON ANTENNA MOUNT NEW VERIZON REMOTE RADIO HEAD, STACKED, (4) PER SECTOR FOR (3) SECTORS NEW VERIZON SECTOR FRAME W/ (4) ANTENNA PIPE MOUNTS NEW VERIZON PANEL X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X UG UG UG UG UG UG UG UG UG UG UG UG UG UG UG UG UG UG A-3 DIMENSION CONTROL PLAN 11"x17" SCALE: 1/4" = 1'-0" 24"x36" SCALE: 1/2" = 1'-0" SHEET TITLE PREPARED FOR: CHECKED BY: DRAWN BY: PROJECT NO: CONSULTING FIRM 3 INVERNESS DRIVE E STE 200 ENGLEWOOD, CO 80112 Construction - Project Management - Site Development 3131 S. VAUGHN WAY, #550 AURORA, CO 80014 FOR REVIEW ONLY NOT FOR CONSTRUCTION SHEET NUMBER PENETRATIONS RRH ANTENNAS FIBER POWER HYBRID & COAX CABLES FTC PARKWOOD 2025 SHARP POINT DR., 11"x17" SCALE: 1/8" = 1'-0" 24"x36" SCALE: 0.020831 11"x17" SCALE: 1/8" = 1'-0" 24"x36" SCALE: 1/4" = 1'-0" A-4 FTC PARKWOOD ELEVATIONS EXISTING GRADE 0'-0" A.G.L. -- 4893'-0" NAVD88 NEW VERIZON CABINETS MOUNTED TO NEW STEEL PLINTH (2) NEW VERIZON OVP MOUNTED ON ANTENNA MOUNT NEW VERIZON REMOTE RADIO HEAD, (4) PER SECTOR FOR (3) SECTORS NEW VERIZON SECTOR FRAME W/(4) ANTENNA PIPE MOUNTS NEW VERIZON ANTENNAS (4) PER SECTOR FOR (3) SECTORS 2 A-5 3 A-6 3 A-5 4 A-6 2 A-6 2 A-2 4 A-5 5 A-5 NEW SOUTH ELEVATION 1 NEW EAST ELEVATION 2 NEW 65'-0" TALL CO-LOCATABLE MONOPINE *MONOPINE NOTE: · ANTENNAS TO BE ENCLOSED IN RF FRIENDLY SOCK TO MATCH COLOR OF MONOPINE · FAUX BARK TO BE INSTALLED THROUGHOUT ENTIRE TOWER HEIGHT *MONOPINE NOTE: · ANTENNAS TO BE ENCLOSED IN RF FRIENDLY SOCK TO MATCH COLOR OF MONOPINE · FAUX BARK TO BE INSTALLED THROUGHOUT ENTIRE TOWER HEIGHT (2) NEW VERIZON HYBRID CABLE(S) ROUTED ALONG INTERIOR OF NEW MONOPINE 8 SCALE: NTS SCALE: NTS SCALE: NTS DANGER VERIZON WIRELESS ONLY BATTERIES 0 2 NOTE: ALL FACILITY PLAQUES TO BE MOUNTED AT 5'-0" A.F.F. CORROSIVE LIQUIDS (ELECTROLYTE) ENERGIZED ELECTRICAL CIRCUITS NO SMOKING 2 0 0 NFPA 704 PLAQUE INFORMATION This is a Verizon Wireless Antenna Site Site ID: For Information call: 800-264-6620 RED DIAMOND BLUE DIAMOND YELLOW DIAMOND WHITE DIAMOND BLACK BORDER LINES RED DIAMOND BLUE DIAMOND YELLOW DIAMOND WHITE DIAMOND 8" WIDE 4" HIGH SIGN WITH WHITE LETTERS ON RED BACKGROUND WHITE TEXT WITH GREEN INFILL ON RECTANGULAR BACKGROUND 12" WIDE X 8" HIGH SIGN WITH BLACK LETTERS ON WHITE BACKGROUND BLACK LETTERING WHITE TEXT AND BORDERED ELLIPSE WITH RED INFILL ON BLACK RECTANGULAR BACKGROUND 7" WIDE X 10" HIGH SIGN WITH WHITE BACKGROUND 3 SIZE & WEIGHT TABLE RRH WIDTH DEPTH HEIGHT W/O CABLE MANAGEMENT SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS A-6 DETAILS FTC PARKWOOD SHEET TITLE PREPARED FOR: CHECKED BY: DRAWN BY: PROJECT NO: CONSULTING FIRM 3 INVERNESS DRIVE E STE 200 ENGLEWOOD, CO 80112 Construction - Project Management - Site Development 3131 S. VAUGHN WAY, #550 AURORA, CO 80014 FOR REVIEW ONLY NOT FOR CONSTRUCTION SHEET NUMBER PENETRATIONS RRH ANTENNAS FIBER POWER HYBRID & COAX CABLES 65.8" MOUNTING HOLE LOCATIONS 36.9" 90º OPEN 110º OPEN 43.5" 22.5" 45.2" 64.3" 31.3" 30.0" 11.6" 31.5" 24.25" 6.9" FRONT INTERNAL MOUNTING HOLES 24.4" REAR INTERNAL MOUNTING HOLES 4.2" TOP VIEW TOP VIEW DOOR CLEARANCES Cabinet Dimensions and Door Clearances (90º and 110º Open) Top View 90º Top View 110º 72.0" Front Front 30.0" 39.3" NOTE: CABINETS TO BE INSTALLED TO MAINTAIN A SEPARATION A-7 DETAILS C L E S U L A C L E C O N S U LT I N G , I N C . I N C . P I N N A C L E C O N N A C L E C O N S U LT I N I N G , I N C A-7.1 DETAILS C L E S U L A C L E C O N S U LT I N G , I N C . I N C . P I N N A C L E C O N N A C L E C O N S U LT I N I N G , I N C A-8 DETAILS SHEET TITLE PREPARED FOR: CHECKED BY: DRAWN BY: PROJECT NO: CONSULTING FIRM 3 INVERNESS DRIVE E STE 200 ENGLEWOOD, CO 80112 Construction - Project Management - Site Development 3131 S. VAUGHN WAY, #550 AURORA, CO 80014 FOR REVIEW ONLY NOT FOR CONSTRUCTION SHEET NUMBER PENETRATIONS RRH ANTENNAS FIBER POWER HYBRID & COAX CABLES FTC PARKWOOD 2025 SHARP POINT DR., FT COLLINS, CO 80525 [N] H-FRAME MIN. 3 4"Ø CONDUIT PIPE CLAMP J-BOX [N] LIGHT FIXTURE HUBBELL [QUARZLITER QL-500] OR EQUAL PLUMBING DIAGRAM 4 TECH LIGHTING 5 NOTES: 1. HIGH VOLTAGE STUB-UP AREA INCLUDES THE AC LOAD LEAD CONNECTION TO THE MAIN LINE CIRCUIT BREAKER (MLCB), THE NEUTRAL CONNECTION, AND AUXILIARY 120/240 CONNECTION. 2. CONNECTION POINTS FOR CONTROL WIRES. BOTTOM OF LOW VOLTAGE CUSTOMER CONNECTION BOX HAS KNOCKOUTS FOR 1 2" AND 3 4" CONDUIT FITTINGS. 11" OPEN AREA FOR STUB-UP RECOMMENDED ELECTRICAL STUB-UPS (SEE DETAILED VIEW BELOW) HIGH VOLTAGE STUB-UP AREA DESCRIPTION INSIDE AREA 1. AC LOAD LEAD CONDUIT AREA 2. 120/240 VAC FROM UTILITY FOR OPTIONAL LOADS SUCH AS GFCI OUTLET, BLOCK HEATER, BATTERY CHARGER, AND OTHER 120/240 VAC OPTIONS. (GLAND PLATE INCLUDED) LOW VOLTAGE STUB-UP AREA 1. TRANSFER SWITCH/COMMUNICATION CONDUITS. COMMUNICATIONS AND 2-WIRE START MUST NOT BE RUN IN CONDUIT WITH S-1 STRUCTURAL DETAILS SHEET TITLE PREPARED FOR: CHECKED BY: DRAWN BY: PROJECT NO: CONSULTING FIRM 3 INVERNESS DRIVE E STE 200 ENGLEWOOD, CO 80112 Construction - Project Management - Site Development 3131 S. VAUGHN WAY, #550 AURORA, CO 80014 FOR REVIEW ONLY NOT FOR CONSTRUCTION SHEET NUMBER PENETRATIONS RRH ANTENNAS FIBER POWER HYBRID & COAX CABLES FTC PARKWOOD 2025 SHARP POINT DR., FT COLLINS, CO 80525 SCALE: CANOPY-PLATFORM DETAILS NTS 1 6 S-1 ROOF DECKING (TYP) 5 S-1 S-1 4 SLOPE SLOPE W8X15 W8X15 W8X15 800S162-54 STEEL STUDS @ 24" O.C. W8X15 W8X15 HSS COLUMN (TYP.) SPAN SPAN 2" 1/2 DISTANCE OF PLAN (10' MAX.) 1/2 DISTANCE OF PLAN ℄ (10' MAX.) ℄ 2" ℄ SEE PLAN (20' MAX.) SEE PLAN (12' MAX.) PLAN VIEW (ROOF) (2) 5 8"Ø A325 BOLTS (TYP.) (2) 5 8"Ø A325 1. SUBMITTAL OF BID INDICATES CONTRACTOR IS COGNIZANT OF ALL JOB SITE CONDITIONS AND WORK TO BE PERFORMED UNDER THIS CONTRACT. 2. CONTRACTOR SHALL PERFORM ALL VERIFICATION OBSERVATION TESTS, AND EXAMINATION WORK PRIOR TO THE ORDERING OF THE ELECTRICAL EQUIPMENT AND THE ACTUAL CONSTRUCTION. CONTRACTOR SHALL ISSUE A WRITTEN NOTICE OF ALL FINDINGS TO THE ARCHITECT LISTING ALL MALFUNCTIONS, FAULTY EQUIPMENT AND DISCREPANCIES. 3. HEIGHTS SHALL BE VERIFIED WITH OWNER PRIOR TO INSTALLATION. 4. THESE PLANS ARE DIAGRAMMATIC ONLY, FOLLOW AS CLOSELY AS POSSIBLE. 5. EACH CONDUCTOR OF EVERY SYSTEM SHALL BE PERMANENTLY TAGGED IN EACH PANELBOARD, PULLBOX, J-B0X, SWITCH BOX, ETC., IN COMPLIANCE WITH OCCUPATIONAL SAFETY AND HEALTH ACT (O.S.H.A.) 6. CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, INSURANCE, EQUIPMENT, INSTALLATION, CONSTRUCTION TOOLS, TRANSPORTATION, ETC., FOR A COMPLETE AND PROPERLY OPERATIVE SYSTEM ENERGIZED THROUGHOUT AND AS INDICATED ON DRAWINGS, AS SPECIFIED HEREIN AND/OR AS OTHERWISE REQUIRED. 7. ALL MATERIALS AND EQUIPMENT SHALL BE NEW AND IN PERFECT CONDITION WHEN INSTALLED AND SHALL BE OF THE BEST GRADE AND OF THE SAME MANUFACTURER THROUGHOUT FOR EACH CLASS OR GROUP OF EQUIPMENT. MATERIALS SHALL BE LISTED AND APPROVED BY UNDERWRITER'S LABORATORY AND SHALL BEAR THE INSPECTION LABEL "J" WHERE SUBJECT TO SUCH APPROVAL. MATERIALS SHALL MEET WITH APPROVAL OF THE DIVISION OF INDUSTRIAL SAFETY AND ALL GOVERNING BODIES HAVING JURISDICTION. MATERIALS SHALL BE MANUFACTURED IN ACCORDANCE WITH APPLICABLE STANDARDS ESTABLISHED BY ANSI, NEMA & NBFU 8. CONTRACTOR SHALL CARRY OUT HIS WORK IN ACCORDANCE WITH ALL GOVERNING STATE, COUNTY AND LOCAL CODES AND O.S.H.A. 9. CONTRACTOR SHALL SECURE ALL NECESSARY BUILDING PERMITS 10. COMPLETE JOB SHALL BE GUARANTEED FOR A PERIOD OF ONE (1) YEAR AFTER THE DATE OF JOB ACCEPTANCE BY OWNER. ANY WORK, MATERIAL OR EQUIPMENT FOUND TO BE FAULTY DURING THAT PERIOD SHALL BE CORRECTED AT ONCE, UPON WRITTEN NOTIFICATION, AT THE EXPENSE OF THE CONTRACTOR. 11. ALL CONDUIT ONLY (C.O.) SHALL HAVE A PULL WIRE OR ROPE. 12. PROVIDE PROJECT MANAGER WITH ONE SET OF COMPLETE ELECTRICAL "AS INSTALLED" DRAWINGS AT THE COMPLETION OF THE JOB, SHOWING ACTUAL DIMENSIONS, ROUTINGS, AND CIRCUITS. 13. ALL BROCHURES, OPERATING MANUALS, CATALOGS, SHOP DRAWINGS, ETC. SHALL BE TURNED OVER TO OWNER AT JOB COMPLETION. X X X X X X X X X X X X X X X X X X X X UG UG UG TX/RX2 TX/RX1 T X MON2 TX MON1 TX/RX2 TX/RX1 TX MON2 TX MON1 F F F F F F F F F TX/RX2 TX/RX1 TX MON2 TX MON1 UG UG ELECTRIC CONDUIT FROM THE 200A SERVICE RATED METER/DISCONNECT TO THE INTEGRATED LOAD CENTER NEW 2" UNDERGROUND CONDUIT FROM THE AUTOMATIC TRANSFER SWITCH TO THE GENERATOR. COORDINATE STUB-UP LOCATIONS PRIOR TO DIGGING. PROVIDE (2) EXTRA 3/4" C. FOR CONTROLS & POWER REQUIREMENTS. (3/4" C. FROM GENERATOR) NEW VERIZON 200A AUTOMATIC TRANSFER SWITCH W/INTEGRATED LOAD CENTER MOUNTED TO NEW UNISTRUT NOTES: · ONLY UTILITY NOTES SHOWN FOR CLARITY. SEE SHEET A-2 FOR ALL SITE SPECIFIC CALL OUTS · SEE SHEET E-4 DETAIL 1 FOR FULL UTILITY PLAN VIEW · UTILITY COMPANY: FORT COLLINS POWER & LIGHT · UTILITY CONTACT: TYLER SIEGMOND · UTILITY PHONE: (720) 416-2772 NEW VERIZON 200 AMP METER/DISCONNECT MOUNTED TO NEW UNISTRUT C L E S U L A X X X X X X X X X X X X X X X X X X X X X X X X X X X X UG UG UG UG UG UG 1) COPPER GROUND BAR OR APPROVED EQUAL, 1/4" x 4" X 12". HOLE CENTERS TO MATCH NEMA DOUBLE LUG CONFIGURATION. 2) SPACERS AS REQUIRED 3) 5/8" LOCKWASHERS 4) WALL MOUNTING BRACKET 5) 5/8" -11 x 1" H.H.C.S. BOLTS 6) GROUND BAR TO BE PURCHASED FROM ROHN. NOTES: 3 4 5 2 1 #2 AWG STRANDED, INSULATED BONDED TO TOWER STEEL OR MONOPOLE #6 AWG TO ANTENNAS RX0 TX0 RX1 WEATHERPROOFING KIT (TYP.) STANDARD GROUND KIT (TYP.) (SEE NOTE) ANTENNA CABLE TO SHELTER (TYP.) ANTENNA GROUND BAR, SIMILAR TO K16-057. MOUNT GROUND BAR NEAR TOP OF MONOPOLE, TOWER OR WAVEGUIDE LADDER. JUMPER REQUIRED ONLY FOR 1 5/8"Ø COAX OR FOR EASE OF CONNECTION (TYP.) CONNECTOR FV S FO FO FO FO FO X X X UG UG UG UG UG UG UG UG UG UG UG UG T X/RX2 TX/RX1 TX MON2 TX MON1 TX/RX2 TX/RX1 TX MON2 MON1 F F F T X/RX2 TX/RX1 TX MON2 MON1 X X X X X X X X X X X X X X X X X X X X X X X X X X X X SCALE: NTS SCALE: NTS SCALE: NTS GRADE 30" MIN. OR 6" BELOW FROSTLINE CADWELD EXTERIOR GROUNG RING #2 AWG. BCW 3 4"Ø x 8' COPPER CLAD STEEL GROUND ROD E-4 FTC PARKWOOD COUNTY 2025 SHARP POINT DR., FT COLLINS, CO 80525 TUCSON, ARIZONA 85745 SITE UTILITY PLAN & GROUNDING DETAILS KF SHEET NUMBER FINISHED GRADE 30" MAX. 8" MAX. TO TOP OF TEST LEAD EXOTHERMIC WELD (THERMOWELD OR EQUIVALENT) DIRECTLY TO TOP OF GROUND ROD 5 8"Ø x 10' COPPER CLAD STEEL GROUND ROD SUBGRADE #2 SOLID, BARE, TINNED COPPER GROUND RING #2 SOLID, BARE, TINNED COPPER GROUND RING 3" x 42" DIA. PVC PIPE CONCRETE ACCESS BOX GROUND 30" MIN. GRADE GROUND ROD (TYPICAL) #2 SOLID TINNED CU EXTERNAL BUILDING BURIED GROUND RING EXOTHERMICALLY WELD TO GROUND ROD (TYPICAL) FTC PARKWOOD KM SHEET TITLE PREPARED FOR: CHECKED BY: DRAWN BY: PROJECT NO: CONSULTING FIRM 3 INVERNESS DRIVE E STE 200 ENGLEWOOD, CO 80112 Construction - Project Management - Site Development 3131 S. VAUGHN WAY, #550 AURORA, CO 80014 FOR REVIEW ONLY NOT FOR CONSTRUCTION SHEET NUMBER PENETRATIONS RRH ANTENNAS FIBER POWER HYBRID & COAX CABLES C L E S U L A C L E C O N S U L T I N G , I N C . I N C . P I N N A C L E C O N N A C L E C O N S U LT I N I N G , I N C . P I N N A C . P I N E C O . 11"x17" SCALE: 1/32" = 1'-0" 24"x36" SCALE: 1/16" = 1'-0" KNOW WHAT'S BELOW CALL BEFORE YOU DIG SITE UTILITY PLAN 1 EXTERIOR GROUND RING 2 GROUND TEST WELL DETAIL 3 GROUND ROD DETAIL 4 10'-0" REV DATE DESCRIPTION BY A 03/15/17 ISSUED FOR REVIEW KM B 07/31/17 ISSUED FOR REVIEW KM C 10/24/17 SAC COMMENTS KM D 01/30/18 ISSUED FOR REVIEW JMS 0 05/03/18 ISSUED FOR FINALS M.G. 1 05/09/18 ISSUED FOR FINALS KM 2 06/04/18 ISSUED FOR FINALS KM E 05/06/19 ISSUED FOR REVIEW KM F 06/15/19 ISSUED FOR REVIEW KM G 08/08/19 ISSUED FOR REVIEW PSW H 10/11/19 ISSUED FOR REVIEW PSW J 11/15/19 CITY COMMENTS PSW K 1/2/20 CITY COMMENTS PSW CONTRACTOR TO INSTALL NEW 2-1/2" CONDUIT FROM PVRE TRANSFORMER TO NEW VERIZON UTILITY (BY UTILITY) MINIMUM OF 30" BELOW GRADE NEW 10'-0" VERIZON UTILITY EASEMENT NEW 15kVA TRANSFORMER NEW H-FRAME W/ NEW METER/DISCONNECT EXISTING 150 KVA TRANSFORMER PROPOSED EMERGENCY ACCESS EASEMENT BY OTHERS. REFERENCE PROJECT NUMBER MA190069 PROPOSED DRAINAGE EASEMENT BY OTHERS. REFERENCE PROJECT NUMBER MA190069 WEATHERPROOFING KIT (TYP.) SEE NOTE 2 NOTES: 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO ANTENNA GROUND BAR. 2. WEATHER PROOFING SHALL BE ANDREWS. (TYPE & PART NUMBER AS SUPPLIED OR RECOMMENDED BY CABLE MANUFACTURER.) 30" MIN. TYPICAL GROUND ROD (TYPICAL) GRADE BURIED GROUND RING 1'-0" RADIUS BEND (MIN.) CABINET #2 AWG SOLID CU. BARE TINNED SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS *NOTE: GROUND RINGS ARE NEW. CONTRACTOR RESPONSIBLE FOR GROUNDING VERIZON WIRELESS EQUIPMENT ONLY. LANDLORD TO LEAVE EXCESS GROUND LEADS ABOVE GRADE FOR USE BY VERIZON CONTRACTOR. SEE 2/E-4 FOR GENERAL GROUNDING NOTES MECHANICAL CONNECTIONS WILL BE USED ON NEW EQUIPMENT, CADWELD CONNECTION WILL BE USED ON GROUND RING, TEST WELL, AND GROUND RODS. 1. ALL GROUNDING LEADS INSTALLED TO ENSURE A SMOOTH PATH TO COUNTERPOISE WITHOUT KINKS OR SHARP BENDS OR RETURN UPWARDS. 2. CONTRACTOR WILL UTILIZE THE "FALL OF POTENTIAL MEASUREMENT METHOD" PER NETA STANDARDS, UTILIZING THE AEMC-4500 MEASURING DEVICE OR APPROVED VERIZON EQUAL. ALL GROUND TESTING TO BE PERFORMED BEFORE CONNECTING TO POWER UTILITY GROUND AND PRIOR TO ANY BACKFILL OF GROUNDING TRENCHES. ELECTRICAL CONTRACTOR WILL PROVIDE A MINIMUM OF ONE (1) INSPECTION PORT FOR TESTING GROUNDING RESISTANCE. CONTRACTOR WILL INSTALL THE MINIMUM OF ONE (1) INSPECTION PORT FOR TESTING GROUNDING RESISTANCE, CONTRACTOR WILL INSTALL THE MINIMUM NUMBER OF GROUND RODS INDICATED, SEE GROUNDING PLAN FOR APPROX. LOCATIONS. CONTRACTOR WILL INSTALL ADDITIONAL GROUNDING AS REQUIRED TO ACHIEVE 5 OHMS OR LESS TO GROUND. 3. IT IS THE INTENT THAT AT NO TIME ARE THE GROUND LEADS TO BE INSTALLED BELOW THE SURFACE OF THOSE ARES DESIGNATED FOR FUTURE DISASSOCIATED PADS OR SHELTERS. 4. THE CONTRACTOR WILL DOCUMENT MEGGER TEST RESULTS, REDLINE THE DRAWINGS FOR THE LOCATION OF ALL UNDERGROUND GROUNDING COMPONENTS AND PHOTOGRAPH WITH A DIGITAL CAMERA THE ENTIRE NEWLY INSTALLED GROUNDING SYSTEM PRIOR TO BACKFILL OF ANY OPEN TRENCHES. 5. ANY EXCEPTIONS TO THIS BASIC GROUNDING DESIGN GUIDELINE, ROUTING DESIGN, OR MODIFICATIONS, WILL BE DOCUMENTED AND DIMENSIONED BY THE WAY OF RED LINE DRAWINGS. IT THE RESPONSIBILITY OF THE SELECTED CONTRACTOR TO ENSURE THE NEWLY INSTALLED GROUNDING SYSTEM MEETS THE VERIZON WIRELESS STANDARDS OF 5 OHMS OR LESS. E-3 FTC PARKWOOD GROUNDING PLAN C.O. = CONDUIT ONLY EMT. = ELEC. METALLIC TUBING (THIN WALL) PVC. = SCHEDULE 40 PLASTIC CONDUIT GRC. = GALVANIZED RIGID CONDUIT FIXT. = FIXTURE MTD. = MOUNTED W.A. = WEATHERPROOF U.O.N. = UNLESS OTHERWISE NOTED G. OR GRD.= GROUND N. OR NEUT.= NEUTRAL A. OR AMP. = AMPERE KW. = KILOWATTS W. = WATTS LV. = LOW VOLTAGE ~ = PHASE DEF = DUAL ELEMENT FUSES DIA = DIAMETER H.P. OR HP = HORSEPOWER XFMR = TRANSFORMER C.A. = CIRCUIT BREAKER CKT. = CIRCUIT SW. = SWITCH MTS = MANUAL TRANSFORMER SWITCH F.A. = FIRE ALARM RECPT. = RECEPTACLE E.C. = ELECTRIC CONTRACTOR G.C. = GENERAL CONTRACTOR 1P, 2P, & 3P= SINGLE POLE, TWO , & THREE POLE EGB = EQUIPMENT GROUND BUS MGB = MAIN GROUND BUS AFC = AVAILABLE FAULT CURRENT CLF = CURRENT LIMITING FUSE AWG = AMERICAN WIRE GAUGE BCW = BARE COPPER WIRE GPS = GLOBAL POSITIONING SYSTEM PCS = PERSONAL COMMUNICATION SERVICE PPC = POWER PROTECTION CABINET RWY = RACEWAY TYP. = TYPICAL RGS = RIGID GALVANIZED STEEL EMT = ELECTRICAL METALLIC TUBING DWG = DRAWING IGR = INTERIOR GROUND RING (HALO) CCA = ANTENNA CABLE COVER ASSEMBLY BTS = BASE TRANSMISSION SYSTEM GEN = GENERATOR GR = GROWTH BSCW = BARE STRANDED COPPER WIRE ISCW = INSULATED STRANDED COPPER WIRE SCALE: NTS (4) ANTENNA SECTOR (TYP.) ANTENNA MOUNTING PIPE ANTENNA MOUNTING PIPE #6 THWN GREEN INSULATED (TYP) ANTENNA MOUNTING PIPE ANTENNA MOUNTING PIPE EQUIPMENT GROUND RING COMPOUND GROUND RING RRH RRH OVP SECTOR AGB #2 AWG SOLID BTCW HYBRIFLEX & COAX GROUND KIT #6 THWN GREEN INSULATED CGB AT TOP OF TOWER/POLE #2 AWG SOLID BTCW HYBRIFLEX & COAX GROUND KIT #6 THWN GREEN INSULATED HYBRIFLEX & COAX GROUND KIT #6 THWN GREEN INSULATED #2 AWG SOLID BTCW GROUND BAR AT BASE OF TOWER/POLE TOWER GROUND RING #2 AWG SOLID BTCW (MGB) AT EQUIPMENT PAD TOWER GROUND RING TOWER GROUND RING 11"x17" SCALE: 1/8" = 1'-0" 24"x36" SCALE: 1/4" = 1'-0" 2025 SHARP POINT DR., FT COLLINS, CO 80525 RADIO CABINET POWER CABINET ABBREVIATIONS 1 GROUNDING NOTES 2 ANTENNA GROUND BAR DETAIL 3 GROUNDING PLAN 4 CABINET GROUND DETAIL 5 COPPER GROUND BAR DETAIL 6 GROUNDING SCHEMATIC 7 SHEET TITLE PREPARED FOR: CHECKED BY: DRAWN BY: PROJECT NO: CONSULTING FIRM 3 INVERNESS DRIVE E STE 200 ENGLEWOOD, CO 80112 Construction - Project Management - Site Development 3131 S. VAUGHN WAY, #550 AURORA, CO 80014 FOR REVIEW ONLY NOT FOR CONSTRUCTION SHEET NUMBER PENETRATIONS RRH ANTENNAS FIBER POWER HYBRID & COAX CABLES METER ISOLATED GROUND ROD - ±10'-0" AWAY FROM METER #2 SOLID TINNED BARE COPPER WIRE FROM EQUIPMENT GROUND RING TO GENERATOR, TYPICAL OF 2 PLACES EA. (SEE *NOTE BELOW) REFER TO DETAIL 5/E-3 CAD WELD CONNECTION, TYPICAL MASTER GROUND BAR TEST WELL LOWER TOWER GROUND BAR 5/8"X10'-0" COPPER CLAD GROUND ROD PLACED MINIMUM EVERY 10'-0" (TYP.) TEST WELL NEW MONOPOLE #2 SOLID TINNED BARE COPPER WIRE FROM EQUIPMENT GROUND RING TO CABINETS, TYPICAL OF 2 PLACES EA. (SEE *NOTE BELOW) REFER TO DETAIL 5/E-3 5/8"X10'-0" COPPER CLAD GROUND ROD PLACED MINIMUM EVERY 10'-0" (TYP.) #2 TCBW EQUIPMENT GROUND RING, 30" BELOW GRADE OR 6" BELOW FROST LINE, WHICHEVER IS DEEPER KM KF 20151294205 REV DATE DESCRIPTION BY A 03/15/17 ISSUED FOR REVIEW KM B 07/31/17 ISSUED FOR REVIEW KM C 10/24/17 SAC COMMENTS KM D 01/30/18 ISSUED FOR REVIEW JMS 0 05/03/18 ISSUED FOR FINALS M.G. 1 05/09/18 ISSUED FOR FINALS KM 2 06/04/18 ISSUED FOR FINALS KM E 05/06/19 ISSUED FOR REVIEW KM F 06/15/19 ISSUED FOR REVIEW KM G 08/08/19 ISSUED FOR REVIEW PSW H 10/11/19 ISSUED FOR REVIEW PSW J 11/15/19 CITY COMMENTS PSW K 1/2/20 CITY COMMENTS PSW C L E S U L A C L E C O N S U L T I N G , I N C . I N C . P I N N A C L E C O N N A C L E C O N S U L T I N I N G , I N C . P I N N A C . P I N E C O . C L E C O N S U L T I N G , I N C . I N C . P I N N A C L E C O N N A C L E C O N S U LT I N I N G , I N C . P I N N AC . P I N E C O . E-2 FTC PARKWOOD POWER PLAN ELECTRICAL SYMBOLS TEST WELL/GROUND ROD GROUND ROD - 5/8" x 10' COPPER CLAD CADWELD CONNECTION MECHANICAL CONNECTION GROUNDING WIRE GROUND BAR SURGE SUPPRESSOR GROUND BAR FUSED DISCONNECT SWITCH METER AND MAIN BREAKER MANUAL XFR SWITCH AND GEN. RECPT. GPS ANTENNA TELCO BOARD ELECTRICAL POWER T-1 LINE SURFACE MOUNTED PANEL BOARD M X G TMB E E E E E E T T T T T T 1-LINE DIAGRAM CIRCUIT BREAKER, FIXED MOUNTED. CIRCUIT BREAKER, DRAWOUT MOUNTING. FUSIBLE SWITCH. SIZE AS INDICATED ON DRAWINGS. DISTRIBUTION TRANSFORMER CURRENT TRANSFORMER METERING DEVICE PANELBOARD, MAIN LUG ONLY PANELBOARD, MAIN CIRCUIT BREAKER TRANSFER SWITCH - MANUAL OR AUTOMATIC M WIRE & CONDUIT CONDUIT CONCEALED IN WALLS OR ABOVE CEILING W/ 2 #12, #12 GND, 3/4" C., UNLESS NOTED OTHERWISE. CONDUIT ROUTED UNDER FLOOR OR BELOW GRADE W/ 2 #12, #12 GRD, 3/4" C., UNLESS NOTED OTHERWISE. CONDUIT TURNING UP CONDUIT TURNING DOWN INDICATES A PHASE CONDUCTOR INDICATES A GROUNDED (NEUTRAL) CONDUCTOR INDICATES AN EQUIPMENT GROUNDING CONDUCTOR INDICATES AN ISOLATED GROUND CONDUCTOR (SAME SIZE AS EQUIPMENT GROUNDING CONDUCTOR) GROUND LEAD COILED ABOVE SLAB UG UG UG UG UG UG 11"x17" SCALE: 3/32" = 1'-0" 24"x36" SCALE: 3/16" = 1'-0" 2025 SHARP POINT DR., FT COLLINS, CO 80525 ASSUMED MAXIMUM AVAILABLE FAULT CURRENT 22,000A SYMMETRICAL. VERIFY WITH THE SERVING UTILITY PRIOR TO ORDERING DISTRIBUTION EQUIPMENT. ALL DISTRIBUTION EQUIPMENT SHALL BE LISTED FOR USE AT 22KAIC MINIMUM. THE AUTOMATIC TRANSFER SWITCH SHALL BE A GENERAC ILC SERIES UNIT WITH DUAL TVSS, NEMA 3R, 30K/10K SERIES RATED. 125/2 PANEL "B" 125/2 200/3, 200A, LPJ 200 A., 120/240 V., 1Ø. 3-POLE AUTOMATIC TRANSFER SWITCH WITH INTEGRATED LOAD CENTER, PANEL 'A' 200/2 (3)#4/0 XHHW-2 CU., (1) #2 CU. E.G.C., (2) 2-1/2" CONDUITS (3)#1/0 XHHW-2 CU., (1) #2 CU. E.G.C., 1-1/4" CONDUIT METER - 120/240V, 1Ø, 3W 200AMPS 22 KAIC SERVICE FULLY RATED (INSTALLED BY UTILITY) 150/2 NEW GENERATOR 2" CONDUIT 3-3/0 IN 2-1/2" CONDUIT NEW GENERATOR BLOCK HEATER NEW GENERATOR BATT. CHARGER NEW (2) #3/0 CU, # 2 CU GND, 2.5" C. EXISTING 167KVA TRANSFORMER 120V/240V, 1Ø, 3W SECONDARY OUTPUT GROUND # 1/0 CU MEB,MBJ G #1/0 CU #1/0 CU 200/2P 8'x3/4" CU CLAD GROUND RODS MIN. 6' APART RING N 22,000A RMS AVAILABLE FAULT CURRENT NEW 15KVA TRANSFORMER 120V/240V, 1Ø, 3W SECONDARY OUTPUT NEW (2) #3/0 CU, # 2 CU GND, 2.5" C. PANEL B 125 AMP 120/240V, 1Ø, 3W MAIN 125/2 NEMA 3R PED. MTG LOCATION COMMSCOPE PEDESTAL TYPE P.O. BREAKER RATING 22K/10K USE/AREA SERVED CB No Load No CB USE/AREA L1 L2 SERVED RECTIFIERS 1 & 2 40 1 1452 1 180 2 GFCI #1 2 3 1452 GFCI #2 180 4 RECTIFIERS 3 & 4 40 5 1452 40 1452 6 RECTIFIERS 5 & 6 2 7 1452 1452 8 2 AIR CONDITIONER 20 9 900 40 1452 10 RECTIFIERS 7 & 8 2 11 900 1452 12 2 TOTAL (CONNECTED) 6888 6888 25% CONTINUOUS * 1677 1677 - - TOTAL (CODE) 8565 8565 8565 VA / 120 V = 71.4 A PANEL 'B' LOADS ARE BASED ON INFORMATION PROVIDED BY COMMSCOPE. 20 20 1 PANEL A 200 AMP 120/240V, 1Ø, 3W MAIN 200/2 NEMA 3R SURF. MTG LOCATION AT SERVICE TYPE P.O. BREAKER RATING 25K/10K USE/AREA SERVED CB No Load No CB USE/AREA SERVED L1 L2 PANEL 'B' 125 1 8565 SPACE - 2 2 3 8565 SPACE - 4 GEN. BLOCK HEATER 20 5 1500 SPACE - 6 GEN. BATTERY CHARGER 20 7 600 SPACE - 8 SPACE 9 - SPACE - 10 SPACE 11 - SPACE - 12 SPACE 13 - SPACE - 14 SPACE 15 - SPACE - 16 SPACE 17 - SPACE - 18 SPACE 19 - SPACE - 20 SPACE 21 - SPACE - 22 SPACE 23 - SPACE - 24 TOTAL (CONNECTED) 10065 9165 25% CONTINUOUS * 0 0 - - TOTAL (CODE) 10065 9165 10065 VA / 120 V = 83.9 A 1 1 SHEET TITLE PREPARED FOR: CHECKED BY: DRAWN BY: PROJECT NO: CONSULTING FIRM 3 INVERNESS DRIVE E STE 200 ENGLEWOOD, CO 80112 Construction - Project Management - Site Development 3131 S. VAUGHN WAY, #550 AURORA, CO 80014 FOR REVIEW ONLY NOT FOR CONSTRUCTION SHEET NUMBER PENETRATIONS RRH ANTENNAS FIBER POWER HYBRID & COAX CABLES E E E E NEW 1 1/4" UNDERGROUND CONDUIT FROM THE INTEGRATED LOAD CENTER TO THE POWER CABINET. COORDINATE STUB-UP LOCATIONS PRIOR TO DIGGING. PROVIDE (2) EXTRA 3/4" C. FOR CONTROLS & POWER REQUIREMENTS. (3/4" C. FROM PANEL A) (3) NEW #4/0 AWG AND (1) #2 AWG FOR GROUND IN NEW 2" CONDUIT FROM NEW 200A ELECTRICAL METER TO NEW VERIZON 200A INTEGRATED LOAD CENTER INSTALL 2" NIPPLE AS NEEDED BETWEEN CABINETS ONE-LINE DIAGRAM 1 PANEL SCHEDULES 2 ELECTRICAL SYMBOLS 3 POWER PLAN 4 E NEW 2 1/2"Ø CONDUIT ROUTED BELOW GRADE FROM NEW TRANSFORMER (INSTALLED BY UTILITY) TO NEW VERIZON UTILITY METER (BY UTILITY) NEW VERIZON LIGHT, TYP. (2 PLACES) KM KF 20151294205 REV DATE DESCRIPTION BY A 03/15/17 ISSUED FOR REVIEW KM B 07/31/17 ISSUED FOR REVIEW KM C 10/24/17 SAC COMMENTS KM D 01/30/18 ISSUED FOR REVIEW JMS 0 05/03/18 ISSUED FOR FINALS M.G. 1 05/09/18 ISSUED FOR FINALS KM 2 06/04/18 ISSUED FOR FINALS KM E 05/06/19 ISSUED FOR REVIEW KM F 06/15/19 ISSUED FOR REVIEW KM G 08/08/19 ISSUED FOR REVIEW PSW H 10/11/19 ISSUED FOR REVIEW PSW J 11/15/19 CITY COMMENTS PSW K 1/2/20 CITY COMMENTS PSW 2 A-7 2 A-7 2 A-7 2 A-7 5 A-8 2 A-7 14. USE T-TAP CONNECTIONS ON ALL MULTI-CIRCUITS WITH COMMON NEUTRAL CONDUCTOR FOR LIGHTING FIXTURE. 15. ALL CONDUCTORS SHALL BE COPPER. 16. ALL CIRCUIT BREAKERS, FUSES AND ELECTRICAL EQUIPMENT SHALL HAVE AN INTERRUPTING RATING NOT LESS THE MAXIMUM SHORT CIRCUIT CURRENT TO WHICH THEY MAY BE SUBJECTED, AND A MINIMUM OF 10,000 A.I.C. 17. THE ENTIRE ELECTRICAL INSTALLATION SHALL BE GROUNDED AS REQUIRED BY ALL APPLICABLE CODES AND DRAWINGS. 18. PATCH, REPAIR AND PAINT ANY AREA THAT HAS BEEN DAMAGED IN THE COURSE OF THE ELECTRICAL WORK. 19. IN DRILLING HOLES INTO CONCRETE WHETHER FOR FASTENING OR ANCHORING PURPOSES, OR PENETRATIONS THROUGH THE FLOOR FOR CONDUIT RUNS, PIPE RUNS, ETC., IT MUST BE CLEARLY UNDERSTOOD THAT TENDONS AND/OR REINFORCING STEEL WILL NOT BE DRILLED INTO, CUT OR DAMAGED UNDER ANY CIRCUMSTANCES. 20. LOCATION OF TENDONS AND/OR REINFORCING STEEL ARE NOT DEFINITELY KNOWN AND THEREFORE MUST BE SEARCHED FOR BY APPROPRIATE METHODS AND EQUIPMENT VIA X-RAY OR OTHER DEVICES THAT CAN ACCURATELY LOCATE THE REINFORCING AND/OR STEEL TENDONS. 21. PENETRATIONS IN FIRE RATED WALLS SHALL BE FIRE STOPPED IN ACCORDANCE WITH IBC SECTION 714. 22. RECEPTACLES SHALL BE 20 AMPERE, 125 VOLT A.C., WHITE AS REQUIRED BY THE ARCHITECT OR APPROVED EQUAL. 23. WALL SWITCHES SHALL BE SINGLE-POLE, HUBBELL #1201 OR EQUIVALENT, WHITE AS REQUIRED BY THE ARCHITECT. 24. PLASTIC PLATES FOR ALL SWITCHES, RECEPTACLES, TELEPHONE AND BLANKED OUTLETS, SHALL HAVE ENGRAVED LETTERING WHERE INDICATED ON THE DRAWINGS. WEATHERPROOF RECEPTACLES SHALL HAVE RACO #800, 1/2" RAISED WORK COVERS. 25. WIRE AND CABLE CONDUCTORS SHALL BE COPPER #12 AWG MINIMUM, NO BX OR ROMEX CABLE IS PERMITTED UNLESS SPECIFICALLY NOTED OTHERWISE ON DRAWINGS. 26. GROUNDING CONDUCTORS SHALL BE SOLID TINNED COPPER AND ANNEALED #2. 27. GROUND RODS SHALL BE COPPER CLAD STEEL, 5/8" ROUND AND 10' LONG. COPPERWELD OR APPROVED EQUAL. 28. METER SOCKET AMPERES, VOLTAGE, NUMBER OF PHASES SHALL BE AS NOTED ON THE DRAWINGS. MANUFACTURED BY SQUARE D COMPANY OR APPROVED EQUAL. 29. ALL MATERIALS SHALL BE U.L. LISTED. 30. CONDUIT: a. RIGID CONDUIT SHALL BE U.L. LABEL GALVANIZED ZINC COATED WITH ZINC INTERIOR AND SHALL BE USED WHEN INSTALLED IN OR UNDER CONCRETE SLABS, IN CONTACT WITH THE EARTH, UNDER PUBLIC ROADWAYS, IN MASONRY WALLS OR EXPOSED ON BUILDING EXTERIOR RIGID CONDUIT IN CONTACT WITH EARTH SHALL BE 1/2 LAPPED WRAPPED WITH HUNTS WRAP PROCESS NO. 3. b. ELECTRICAL METALLIC TUBING SHALL HAVE U.L. LABEL, FITTINGS SHALL BE GLAND RING COMPRESSION TYPE. EMT SHALL BE USED ONLY FOR INTERIOR RUNS. c. FLEXIBLE METALLIC CONDUIT SHALL HAVE U.L. LISTED LABEL AND MAY BE USED WHERE PERMITTED BY CODE. FITTINGS SHALL BE "JAKE" OR "SQUEEZE" TYPE, SEAL TIGHT FLEXIBLE CONDUIT. ALL CONDUIT IN EXCESS OF SIX FEET IN LENGTH SHALL HAVE FULL SIZE GROUND WIRE. d. ALL UNDERGROUND CONDUIT SHALL BE PVC SCHEDULE 40 (UNLESS NOTED OTHERWISE) AT A MINIMUM DEPTH OF 24" BELOW GRADE. 31. ALL ELECTRICAL EQUIPMENT SHALL BE LABELED WITH PERMANENT ENGRAVED PLASTIC LABELS. 32. UPON COMPLETION OF WORK, CONDUCT CONTINUITY, SHORT CIRCUIT, AND FALL POTENTIAL GROUNDING TESTS FOR APPROVAL. SUBMIT TEST REPORTS TO PROJECT MANAGER. CLEAN PREMISES OF ALL DEBRIS RESULTING FROM WORK AND LEAVE WORK IN A COMPLETE AND UNDAMAGED CONDITION. 33. CONTRACTOR TO COORDINATE WITH UTILITY COMPANY FOR CONNECTION OF TEMPORARY AND PERMANENT POWER TO THE SITE. THE TEMPORARY POWER AND ALL HOOKUP COSTS TO BE PAID BY CONTRACTOR. ELECTRICAL SPECIFICATIONS E-1 FTC PARKWOOD SPECIFICATIONS & NOTES 1. THE ELECTRICAL INSTALLATION WORK SHALL COMPLY WITH ALL LOCAL, STATE AND NATIONAL CODES, LAWS AND ORDINANCES APPLICABLE TO ELECTRICAL WORK. 2. ELECTRICAL CONTRACTOR SHALL VISIT JOB SITE AND VERIFY EXISTING CONDITIONS BEFORE BIDDING AND SHALL INCLUDE IN HIS BID THE NECESSARY COSTS TO CONSTRUCT THIS PROJECT IN ACCORDANCE WITH INTENT OF THE ELECTRICAL DRAWINGS, SPECIFICATIONS, AND ALL APPLICABLE CODES. 3. ALL MATERIAL AND EQUIPMENT FURNISHED AND INSTALLED UNDER THIS CONTRACT SHALL BE NEW, FREE FROM DEFECTS AND SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR FROM DATE OF FINAL ACCEPTANCE BY OWNER OR HIS REPRESENTATIVE. SHOULD ANY TROUBLE DEVELOP DURING THIS PERIOD DUE TO FAULTY WORKMANSHIP, MATERIAL OR EQUIPMENT, THE CONTRACTOR SHALL FURNISH ALL NECESSARY MATERIAL AND LABOR TO CORRECT THE TROUBLE WITHOUT COST TO THE OWNER. 4. ALL WORK TO BE EXECUTED IN WORKMANLIKE MANNER AND SHALL PRESENT A NEAT MECHANICAL APPEARANCE WHEN COMPLETED. 5. ALL ELECTRICAL MATERIALS AND EQUIPMENT SHALL BE LISTED BY UNDERWRITER'S LABORATORIES. 6. ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CUTTING AND PATCHING RELATED TO ELECTRICAL WORK, UNLESS NOTED OTHERWISE AND COORDINATED WITH THE GENERAL CONTRACTOR. 7. ELECTRICAL CONTRACTOR SHALL COORDINATE ALL WORK WITH CIVIL AND ARCHITECTURAL PLANS. THE REQUIREMENTS OF ALL EQUIPMENT ACTUALLY BEING INSTALLED SHALL BE VERIFIED PRIOR TO INSTALLING THE ELECTRICAL WORK. 8. ALL BRANCH CIRCUIT CONDUCTORS SHALL BE COPPER TYPE "THWN" #12, & #10 SOLID, #8 AND LARGER STRANDED. 9. ON COMPLETION OF THE WORK, THE INSTALLATION SHALL BE FREE FROM GROUNDS AND SHORT CIRCUITS. 10. ELECTRICAL CONTRACTOR SHALL FURNISH AS-BUILT DRAWINGS TO THE ARCHITECT AND CUSTOMER UPON COMPLETION OF THE JOB. 11. ELECTRICAL WORK SHALL INCLUDE ALL LABOR, MATERIALS AND EQUIPMENT REQUIRED, INCLUDING BUT NOT LIMITED, TO COMPLETE ELECTRICAL SYSTEMS POWER AND LIGHTING, TELEPHONE CONDUIT SYSTEM, SIGNAL SYSTEMS, PANEL BOARD(S), CONTROL WIRING, GROUNDING, CONDUIT ONLY SYSTEMS, ETC., AS INDICATED ON ELECTRICAL DRAWINGS AND/OR REQUIRED BY GOVERNING CODES. 12. RACEWAYS SHALL BE: RIGID STEEL CONDUIT: HOT - DIP GALVANIZED HEAVY WALL AS MANUFACTURED BY REPUBLIC, TRIANGLE OR EQUAL, RIGID POLYVINYL CHLORIDE CONDUIT (PVC); HEAVY WALLS SCHEDULE 40 AS MANUFACTURED BY CARLON ELECTRICAL, VISQEEN OR EQUAL. ELECTRICAL METALLIC TUBING (EMT): ZINC-COATED THIN WALL AS MANUFACTURED BY TRIANGLE, REPUBLIC OR EQUAL. 13. FUSE TYPE SHALL BE BUSSMANN OR EQUAL FUSE. 14. PROVIDE ENGRAVED PLASTIC LABELS TO IDENTIFY ALL PANEL BOARDS, XFMRS., DISTRIBUTION PANELS, DISCONNECT SWITCHES, AND TRANSFER SWITCHES. LABELS SHALL READ IN THIS FASHION "A" 208Y/120V 3~, 4W, 225A, CKT. BKR OR FUSES TYPE AND SIZES. 15. E.C. SHALL VERIFY AND TEST GROUND TO SOURCE TO A MAXIMUM OF 5 OHMS. IF THE GROUND TEST DOES NOT ACHIEVE THE 5 OHMS OR LESS, E.C. SHALL BE RESPONSIBLE FOR PROVIDING THE NECESSARY CONDUCTORS AND GROUND RODS TO ACHIEVE 5 OHMS MAXIMUM. 16. BEFORE SUBMITTING BID, VERIFY EXISTING SITE CONDITIONS, ELECTRICAL SERVICE REQUIREMENTS AND THE EXACT SERVING UTILITY POINTS OF CONNECTION. 17. THE ELECTRICAL CONTRACTOR (E.C.) SHALL FURNISH AND PAY FOR ALL PERMITS AND RELATED FEES. 18. UNLESS SPECIFICALLY NOTED OTHERWISE, ALL ELECTRICAL MATERIALS, EQUIPMENT AND WORK, SHOWN ON THESE PLANS ARE TO BE PROVIDED AND INSTALLED BY THE ELECTRICAL CONTRACTOR. 19. E.C. SHALL FURNISH AND INSTALL ALL SWITCHES, CONDUITS, WIRES, BOXES, LIGHT FIXTURES (INCLUDING LAMPS), SERVICE DEVICES, RECEPTACLES, SWITCHBOARDS AND PANEL BOARDS, ETC. REQUIRED FOR A COMPLETE AND OPERATING ELECTRICAL SYSTEM. 20. SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONAL/LOCATION INFORMATION RELATING TO THE ELECTRICAL DRAWINGS. 21. ELECTRICAL CONTRACTOR SHALL VERIFY VOLTAGES AND HORSEPOWER RATINGS OF ALL MECHANICAL EQUIPMENT. 22. PRIOR TO INSTALLING ANY ELECTRICAL WORK, THE ELECTRICAL CONTRACTOR SHALL VERIFY EXACT LOCATIONS AND REQUIREMENTS ON THE JOB AND BY REFERENCE TO ARCHITECTURE, MECHANICAL AND EQUIPMENT SUPPLIERS DRAWINGS. SHOULD THERE BE ANY QUESTION OR PROBLEM CONCERNING THE NECESSARY PROVISIONS TO BE MADE, PROPER DIRECTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH ANY WORK. 23. OUTLET AND JUNCTION BOXES SHALL BE SIZED PER CODE FOR THE QUANTITY OF WIRES THEY CONTAIN. SEE ARTICLE 370 OF N.E.C. PROVIDE ADDITIONAL BOXES AND EXTENSION RINGS AS REQUIRED. 24. ELECTRICAL CONTRACTOR SHALL COMPLY WITH CABLE BENDING RADIUS REQUIREMENTS PER CABLE MANUFACTURERS' S SPECIFICATION. 25. CONDUIT LAYOUTS SHOWN ON THE PLANS ARE DIAGRAMMATIC, NOT INDICATING THE ROUTING REQUIRED. THE CONTRACTOR SHALL ROUTE CONDUITS AS REQUIRED BY THE CONDITIONS OF INSTALLATION. 26. ALL EQUIPMENT PROVIDED BY THE ELECTRICAL CONTRACTOR SHALL BE LISTED AND LABELED BY A NATIONALLY-RECOGNIZED TESTING AGENCY, ACCEPTABLE TO THE AUTHORITY HAVING JURISDICTION, FOR THE CONDITIONS OF THE INSTALLATION. 27. PLANS MAY INDICATE THE NUMBER OF PHASE NEUTRAL, AND GROUND CONDUCTORS WHERE MORE THAN THREE CONDUCTORS ARE TO BE INSTALLED IN A CONDUIT(THREE OR LESS CONDUCTORS ARE NOT SHOWN). ADDITIONAL CONDUCTORS REQUIRED FOR CONTROL SHALL BE INCLUDED EVEN IF NOT EXPLICITLY SHOWN. 28. WHERE SIZE IS NOT SHOWN ON THE DRAWINGS, CIRCUITS SHALL CONSIST OF #12 PHASE AND GROUNDED (NEUTRAL CONDUCTORS) AND A #12 CU GROUND IN A 3/4" CONDUIT. 29. UNLESS SPECIFICALLY NOTED OTHERWISE, THE ELECTRICAL CONTRACTOR SHALL MAKE FINAL CONNECTIONS TO ALL UTILIZATION EQUIPMENT SHOWN ON THE DRAWINGS. VERIFY THE TYPE OF FINAL CONNECTION AND PROVIDE APPROPRIATE WIRING METHOD. 30. PRIOR TO TRENCHING IN ANY AREA THE CONTRACTOR SHALL CONTACT ELECTRICAL, COMMUNICATIONS/DATA, CABLE T.V., GAS, AND WATER UTILITY PROVIDERS (BLUE STAKE) AND HAVE ALL UTILITIES IN THE AREA IDENTIFIED. IN ADDITION, THE CONTRACTOR SHALL OBTAIN THE SERVICES OF A SUBCONTRACTOR SPECIALIZING IN THE LOCATION OF UNDERGROUND STRUCTURES TO IDENTIFY AND OBSTACLES IN THE PATH OF TRENCHING (PRIOR TO COMMENCING WORK). DAMAGE TO ANY UNDERGROUND STRUCTURES SHALL BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE PROJECT. 31. UTILITY COORDINATION a. THE CONTRACTOR SHALL SUBMIT A COMPLETE SET OF DRAWINGS TO ELECTRICAL AND TELCO UTILITIES WITHIN ONE WEEK OF NOTICE TO PROCEED. b. THE CONTRACTOR SHALL NOT TRENCH OR INSTALL CONDUITS (ON THE UTILITY OR LOAD SIDE) TO THE S.E.S, THE UTILITY TRANSFORMER (PRIMARY OR SECONDARY), OR TO THE UTILITY CONNECTION POINT BEFORE RECEIVING A FINAL DESIGN FROM THE UTILITY. c. THE CONTRACTOR SHALL NOT INSTALL EQUIPMENT PADS FOR THE SES OR ANY UTILITY EQUIPMENT (TRANSFORMERS, SWITCHING CABINETS, ETC.) PRIOR TO RECEIPT OF FINAL PLANS FROM THE UTILITY. d. THE CONTRACTOR SHALL NOT BE COMPENSATED FOR ADDITIONAL WORK REQUIRED TO MEET THE REQUIREMENTS OF THE UTILITY WHICH IS THE RESULT OF PROCEEDING PRIOR TO RECEIPT OF A FINAL UTILITY DESIGN. 32. SERIES RATING NOTES:TO ENSURE THAT EACH PROTECTIVE DEVICE WHICH IS DEPENDENT ON ANOTHER DEVICE WILL INTERRUPT THE AVAILABLE SHORT CIRCUIT AT THE LOCATION WHERE IT IS INSTALLED, IT MUST MEET THE FOLLOWING REQUIREMENTS: a. SWITCHBOARD COMPONENTS, INCLUDING OVER CURRENT PROTECTIVE DEVICES, SHALL BE FULLY RATED FOR THE AVAILABLE FAULT CURRENT SHOWN. b. PROVIDE IDENTIFICATION AT THE ENCLOSURE OF PANEL BOARDS WHERE BREAKERS ARE APPLIEDIN SERIES COMBINATION, STATING: "CAUTION - SERIES RATED SYSTEM. _____________ AMPERES. IDENTIFIED REPLACEMENT COMPONENTS REQUIRED." CONTRACTOR TO FILL IN BLANK WITH AVAILABLE FAULT CURRENT AS SHOWN ON THE SINGLE-LINE DIAGRAM. c. PER NEC ARTICLE 110-22 (2005), PROVIDE IDENTIFICATION AT EACH DISCONNECTING MEANS FEEDING DOWNSTREAM DEVICES APPLIED IN SERIES COMBINATION, STATING: "CAUTION - SERIES COMBINATION SYSTEM RATED _________AMPERES. IDENTIFIED REPLACEMENT COMPONENT REQUIRED." CONTRACTOR TO FILL IN BLANK WITH AVAILABLE FAULT CURRENT AS SHOWN ON THE SINGLE-LINE DIAGRAM. d. AIC RATING SHOWN AT PANEL BOARDS IS MINIMUM RATING FOR OVERCURRENT PROTECTIVE DEVICES. EACH DEVICE SHALL BE FULLY-RATED OR SERIES RATED WITH UPSTREAM DEVICE AT AFC AS SHOWN ON THE SINGLE-LINE DIAGRAM. e. NO DESIGN CHANGES MAY BE MADE TO THE SYSTEM WITHOUT THE PRIOR APPROVAL OF THE DESIGN ELECTRICAL ENGINEER AND THE ELECTRICAL INSPECTOR. f. THE TOTAL MOTOR LOAD CONNECTED BETWEEN SERIES RATED DEVICES DOES NOT EXCEED 1% OF THE INTERRUPTING RATING OF THE DOWNSTREAM DEVICE. GENERAL ELECTRICAL NOTES 2025 SHARP POINT DR., FT COLLINS, CO 80525 SHEET TITLE PREPARED FOR: CHECKED BY: DRAWN BY: PROJECT NO: CONSULTING FIRM 3 INVERNESS DRIVE E STE 200 ENGLEWOOD, CO 80112 Construction - Project Management - Site Development 3131 S. VAUGHN WAY, #550 AURORA, CO 80014 FOR REVIEW ONLY NOT FOR CONSTRUCTION SHEET NUMBER PENETRATIONS RRH ANTENNAS FIBER POWER HYBRID & COAX CABLES ELECTRICAL SPECIFICATIONS 1 KM KF 20151294205 REV DATE DESCRIPTION BY A 03/15/17 ISSUED FOR REVIEW KM B 07/31/17 ISSUED FOR REVIEW KM C 10/24/17 SAC COMMENTS KM D 01/30/18 ISSUED FOR REVIEW JMS 0 05/03/18 ISSUED FOR FINALS M.G. 1 05/09/18 ISSUED FOR FINALS KM 2 06/04/18 ISSUED FOR FINALS KM E 05/06/19 ISSUED FOR REVIEW KM F 06/15/19 ISSUED FOR REVIEW KM G 08/08/19 ISSUED FOR REVIEW PSW H 10/11/19 ISSUED FOR REVIEW PSW J 11/15/19 CITY COMMENTS PSW K 1/2/20 CITY COMMENTS PSW BOLTS (TYP.) W8x15 W8x15 CONNECTION PLATE HSS 3x3x3 16 COLUMN (TYP.) 800S162-54 STEEL STUDS @ 24" O.C. ROOFING (TO MATCH EXISTING) CONNECTION PLATE W8x15 HSS COLUMN (TYP.) 1 8" CLOSURE PLATE 1 4" 1 8" CLOSURE PLATE CONNECTION PLATE W8x15 HSS COLUMN (TYP.) 800S162-54 STEEL STUDS @ 24" O.C. ROOFING (TO MATCH EXISTING) 1 4" FASTEN WITH ITW BUILDEX 10-16 X 1" TEK SCREW OR EQUIVALENT @ 24" O.C. MAX SPACING 6" PL 1 2" x 10" SQUARE W/ (4) 11 16" HOLES ON 10" B.C. HSS COLUMN (TYP. OF 4) GRADE 11 2" 1 S-1 (4) 5 8" HILTI KWIK BOLT-TZ ANCHORS W/ MIN. 3-1/2" EMBEDMENT PER SUPPORT STEEL STUDS @ 24" O.C. ROOFING (TO MATCH 12 EXISTING) 1 2" W8X15 HSS COLUMN (TYP.) GRADE PER ELEVATION DRAWINGS PER ELEVATION DRAWINGS FRONT VIEW SIDE VIEW W8X15 GRADE HSS COLUMN (TYP.) STEEL STUDS @ 24" O.C. ROOFING (TO MATCH EXISTING) NEW CONCRETE PAD 2 S-1 DETAIL 4 S-1 DETAIL 5 S-1 DETAIL 6 S-1 DETAIL 2 S-1 DETAIL 2 S-1 1 4" TYP. PL 1 2" x 10" SQUARE W/ (4) 11 16" HOLES ON 10" B.C. HSS 3x3x3 16" COLUMN (TYP.) (4) 5 8" HILTI KWIK BOLT-TZ ANCHORS W/ MIN. 3-1/2" EMBEDMENT PER SUPPORT NEW CONCRETE PAD PER SITE PLAN PER SITE PLAN 1 A-8 1 A-8 1 A-8 1 A-8 PACK VOID TIGHT BETWEEN BOTTOM OF BASE PLATE AND TOP OF CONCRETE PIER W/ HIGH STRENGTH NON-SHRINK GROUT (28 DAY 8,000 PSI) KM KF 20151294205 REV DATE DESCRIPTION BY A 03/15/17 ISSUED FOR REVIEW KM B 07/31/17 ISSUED FOR REVIEW KM C 10/24/17 SAC COMMENTS KM D 01/30/18 ISSUED FOR REVIEW JMS 0 05/03/18 ISSUED FOR FINALS M.G. 1 05/09/18 ISSUED FOR FINALS KM 2 06/04/18 ISSUED FOR FINALS KM E 05/06/19 ISSUED FOR REVIEW KM F 06/15/19 ISSUED FOR REVIEW KM G 08/08/19 ISSUED FOR REVIEW PSW H 10/11/19 ISSUED FOR REVIEW PSW J 11/15/19 CITY COMMENTS PSW K 1/2/20 CITY COMMENTS PSW AC WIRING. (SEE NOTE 2) 2'-6" TANK STUB-UP AREA 81 1'-0 8" 3 8 4" 1 8" 411 16" EDGE OF CONCRETE EDGE OF CONCRETE (FOR OPTIONAL 2ND CB) SECONDARY HIGH VOLTAGE STUB-UP AREA W/GLAND PLATE (SEE NOTE 2) LOW VOLTAGE STUB-UP AREA ( SEE NOTE 9) 1'-0 1 2" PRIMARY HIGH VOLTAGE STUB-UP AREA W/GLAND PLATE (SEE NOTE 2) OPENING TO CB CONNECTION BOX (SAME FOR OTHER SIDE) NOTE: STUB-UP DETAIL IS A SITE SPECIFIC DETAIL - SEE PLANS TO DETERMINE IF A GENERATOR PAD IS REQUIRED 1'-5" GENERATOR STUB-UP DETAIL 3 PULL BOX DETAIL 6 EQUIPMENT PAD SECTION EQUIPMENT PAD 1 DESIGN APPLICABLE FOR BOTH CONCRETE PADS: IBC 2012, ACI-318 SOILS: IBC TABLE 1806.2 - MATERIAL CLASS 5 ALLOWABLE BEARING PRESSURE, Qs = 1500PSF DL=16,000# CONCRETE F'c = 2500PSI TYPE V CEMENT, W/C < 0.5 REINFORCING A615 GR 60, F'y = 60KSI 16'-0" 10'-0" 2500 PSI @ 28 DAYS CONCRETE SLAB ON 12" OF COMPACTED SELECT FILL #5 BARS @ 18" O.C.E.W TOP & BOTTOM 3" CLEAR 3" TYP. 1'-0" OF COMPACTED SELECT FILL E GRADE 2'-6" 1'-1" 7'-8" 11" 1'-5" OPENING IN CONCRETE SLAB FOR GENERATOR STUB-UPS, TYP. 3" TYP. 1'-0" 3" 3" TYP. 2" TYP. 1" CHAMFER 6" NEW 36"x24"x36" HANDHOLE 12" OPEN BOTTOM UNDISTURBED EARTH 6" COMPACT GRAVEL BASE DUCT TERMINATED 12" ABOVE GRAVEL BASE NOTE: LID TO BE TRAFFIC RATED KM KF 20151294205 REV DATE DESCRIPTION BY A 03/15/17 ISSUED FOR REVIEW KM B 07/31/17 ISSUED FOR REVIEW KM C 10/24/17 SAC COMMENTS KM D 01/30/18 ISSUED FOR REVIEW JMS 0 05/03/18 ISSUED FOR FINALS M.G. 1 05/09/18 ISSUED FOR FINALS KM 2 06/04/18 ISSUED FOR FINALS KM E 05/06/19 ISSUED FOR REVIEW KM F 06/15/19 ISSUED FOR REVIEW KM G 08/08/19 ISSUED FOR REVIEW PSW H 10/11/19 ISSUED FOR REVIEW PSW J 11/15/19 CITY COMMENTS PSW K 1/2/20 CITY COMMENTS PSW SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS . P I N N A C . P I N E C O . SHEET TITLE PREPARED FOR: CHECKED BY: DRAWN BY: PROJECT NO: CONSULTING FIRM 3 INVERNESS DRIVE E STE 200 ENGLEWOOD, CO 80112 Construction - Project Management - Site Development 3131 S. VAUGHN WAY, #550 AURORA, CO 80014 FOR REVIEW ONLY NOT FOR CONSTRUCTION SHEET NUMBER PENETRATIONS RRH ANTENNAS FIBER POWER HYBRID & COAX CABLES FTC PARKWOOD 2025 SHARP POINT DR., FT COLLINS, CO 80525 WOODEN SHADOWBOX FENCE DETAIL 1 KM KF 20151294205 PLAN VIEW SECTION A-A FRONT ELEVATION SECTION B-B MAX. POST CENTER 98" 6'-0" 2" 13 4" 31 2'-4 2" 3 3 4" 1 2'-4 2" 3 3 4" 1 2" 1 2" 5'-111 2" 2" 13 4" 31 2'-4 2" 3 3 4" 1 2'-4 2" 3 3 4" 1 2" 1 2" NOTE: CENTER RAILS ON POST 3" TYP. 4"x4"x9'-0" TREATED POST (TYP.) 2x4 TOP CAP 4"x4" POST (TYP.) FENCE TO BE STAINED TO MATCH EXISTING WOODEN FENCE EXISTING FENCE (TO BE REMOVED) 4" 1 3 4" 1 2" 1 4" 2" 13 3 4" 1 2" 1 1 2" 4"x4" POST (TYP.) 2x4 TOP CAP 2x4 RAILS 1x6 FENCING 1" MIN. 1" MIN. MORTISE RAILS INTO POST (TYP.) RAILS TO BE MORTISED INTO POSTS 1" MIN. (TYP.) (2) 1 4"Øx2" NAILS (TYP.) 3'-0" 1'-0"Ø A-A - B-B - REV DATE DESCRIPTION BY A 03/15/17 ISSUED FOR REVIEW KM B 07/31/17 ISSUED FOR REVIEW KM C 10/24/17 SAC COMMENTS KM D 01/30/18 ISSUED FOR REVIEW JMS 0 05/03/18 ISSUED FOR FINALS M.G. 1 05/09/18 ISSUED FOR FINALS KM 2 06/04/18 ISSUED FOR FINALS KM E 05/06/19 ISSUED FOR REVIEW KM F 06/15/19 ISSUED FOR REVIEW KM G 08/08/19 ISSUED FOR REVIEW PSW H 10/11/19 ISSUED FOR REVIEW PSW J 11/15/19 CITY COMMENTS PSW K 1/2/20 CITY COMMENTS PSW SCALE: NTS . P I N N A C . P I N E C O . SHEET TITLE PREPARED FOR: CHECKED BY: DRAWN BY: PROJECT NO: CONSULTING FIRM 3 INVERNESS DRIVE E STE 200 ENGLEWOOD, CO 80112 Construction - Project Management - Site Development 3131 S. VAUGHN WAY, #550 AURORA, CO 80014 FOR REVIEW ONLY NOT FOR CONSTRUCTION SHEET NUMBER PENETRATIONS RRH ANTENNAS FIBER POWER HYBRID & COAX CABLES FTC PARKWOOD 2025 SHARP POINT DR., FT COLLINS, CO 80525 1' LIMIT OF STONE NOTE: THE SUBJECT SITE IS LEVEL AND NO SUBSTANTIVE GRADING IS NECESSARY GRADE TO DRAIN MIRAFI 600x STABILIZATION FABRIC [OR APPROVED EQUAL] ON COMPACTED SUBGRADE COMPOUND ENCLOSURE SEE DETAIL 3 ON THIS SHEET 2"x6" PT 2"x4"x18" PT @ 5' O.C. 6" TH. #57 CRUSHED STONE NOTE: SEPARATION DIMENSION TO BE VERIFIED WITH LOCAL UTILITY COMPANY REQUIREMENTS. 4" MIN TO SECONDARY ELECTRIC 12" MIN TO PRIMARY ELECTRIC 1'-6" 30" TYP 6" MIN. (TYP.) 4" BACKFILL (SAND OR NATIVE SOIL) PER ASTM STANDARDS UNDISTURBED SOIL COMPACTED BACKFILL WITH SATISFACTORY NATIVE OR IMPORTED SOIL FINISHED GRADE OR PAVING. MATCH SLOPE AND THICKNESS OF EXISTING CONDITIONS UTILITY WARNING TAPE 4"Ø FIBER CONDUIT, WHERE APPLICABLE, COORDINATE SIZE AND TYPE WITH LOCAL UTILITY 4"Ø POWER CONDUIT WHERE APPLICABLE, COORDINATE IZE AND TYPE WITH LOCAL UTILITY GRAVEL BED DETAIL 1 TRENCHING DETAIL 2 WOODEN FENCE DETAIL 3 PER PLAN 2" 13" EQ" EQ" EQ" 2" 2" SEE FOUNDATION NOTE 12" Ø MIN. 96" MAX 2"X8" CEDAR CAP 1"x4"CEDAR TRIM 1"x6"x8' CEDAR PLANK 2"x4" CEDAR RAIL (TYP.) WPAO BRACKET (TYP.) 2"x11' SS40 PIPE REAR ELEVATION B - REAR ELEVATION @ GATE A - 6'-0" 2"X8" CEDAR CAP 1"x6"x8' CEDAR PLANK TRUSS ROD 11" 3" TRUSS ROD GATE HINGE GATE HINGE GATE LATCH 2"X8" CEDAR CAP 2"X11' SS40 PIPE WPAO BRACKET 2"x4" CEDAR RAIL FOUNDATION NOTE: FOUNDATION DEPTH TO BE 36" IR 12" BELOW FROST DEPTH, MINIMUM 3" MIN. 15 8" SQUARE FRAME - .065" THICKNESS SELF-TAPPING SCREW 2"x11' SS40 PIPE 2"x11' SS40 PIPE SELF-TAPPING SCREW SIMPSON STRONG DRIVE SDWS SCREW SPACED MIN. 24" O.C. SIMPSON STRONG DRIVE SDWS SCREW SPACED MIN. 24" O.C. #2 SOLID TIN GROUND WIRE (TYP.) SECTION A SECTION B #2 SOLID TIN GROUND WIRE (TYP.) 15 8" SQUARE FRAME - .065" THICKNESS KM KF 20151294205 REV DATE DESCRIPTION BY A 03/15/17 ISSUED FOR REVIEW KM B 07/31/17 ISSUED FOR REVIEW KM C 10/24/17 SAC COMMENTS KM D 01/30/18 ISSUED FOR REVIEW JMS 0 05/03/18 ISSUED FOR FINALS M.G. 1 05/09/18 ISSUED FOR FINALS KM 2 06/04/18 ISSUED FOR FINALS KM E 05/06/19 ISSUED FOR REVIEW KM F 06/15/19 ISSUED FOR REVIEW KM G 08/08/19 ISSUED FOR REVIEW PSW H 10/11/19 ISSUED FOR REVIEW PSW J 11/15/19 CITY COMMENTS PSW K 1/2/20 CITY COMMENTS PSW SCALE: NTS SCALE: NTS SCALE: NTS OF 12" BETWEEN CABINETS 30" 26.1" 30-Inch Wide Cabinet Mounting Footprint 4.0" 22.5" 23.0" 34.6" 7.6" 34" 41.9" 64.3" 62.9" 2" CONDUIT KNOCKOUTS (6) REAR MOUNTING HOLES (2) FRONT MOUNTING HOLES (2) Front Door Front Door 39.0" ANTENNA MOUNTING DETAIL 2 ANTENNA MOUNT DETAIL 4 RF CABINET DETAIL 1 POWER CABINET DETAIL 3 2025 SHARP POINT DR., FT COLLINS, CO 80525 NEW PANEL ANTENNA NEW REMOTE RADIO HEAD. SEE SHEET 3/A-5 FOR MOUNTING DETAILS NEW 2.0 STD PIPE (8'-0" LENGTH) SUPPLIED W/MOUNT 3-SECTOR RING MOUNT (COMMSCOPE #MC-RM1030-3 OR APPROVED EQUIVALENT) NEW 65'-0" HIGH MONOPINE NEW HEAVY DUTY TUBULAR SECTOR FRAME (COMMSCOPE #VFA10-HD OR APPROVED EQUIVALENT) TYP. (3) PLACES (MODIFY/REDUCE HORIZONTAL BRACING FROM 10'-0" TO 7'-0" AS SHOWN) 3-SECTOR RING MOUNT (COMMSCOPE #MC-RM1030-3 OR APPROVED EQUIVALENT) NEW 4"Ø SCH 40 PIPE (6'-0" MIN.) 4'-0" 7'-0" 2'-0" TYP NEW HEAVY DUTY TUBULAR SECTOR FRAME (COMMSCOPE #VFA10-HD OR APPROVED EQUIVALENT) TYP. (3) PLACES (MODIFY/REDUCE HORIZONTAL BRACING FROM 10'-0" TO 7'-0" AS SHOWN) (2) 3-SECTOR RING MOUNTS (COMMSCOPE #MC-RM1030-3 OR APPROVED EQUIVALENT) NEW 4"Ø SCH 40 PIPE (6'-0" MIN.) 6" TYP KM KF 20151294205 REV DATE DESCRIPTION BY A 03/15/17 ISSUED FOR REVIEW KM B 07/31/17 ISSUED FOR REVIEW KM C 10/24/17 SAC COMMENTS KM D 01/30/18 ISSUED FOR REVIEW JMS 0 05/03/18 ISSUED FOR FINALS M.G. 1 05/09/18 ISSUED FOR FINALS KM 2 06/04/18 ISSUED FOR FINALS KM E 05/06/19 ISSUED FOR REVIEW KM F 06/15/19 ISSUED FOR REVIEW KM G 08/08/19 ISSUED FOR REVIEW PSW H 10/11/19 ISSUED FOR REVIEW PSW J 11/15/19 CITY COMMENTS PSW K 1/2/20 CITY COMMENTS PSW COVER WEIGHT W/O BRACKET 850 2X60 RRH [255W] 11.2" 8.8" 18.5" 48 LBS. [W/O SOLAR SHIELD] 700 2X60 RRH [550W] 12" 9" 21.6" 57.2 LBS. [W/O SOLAR SHIELD] PCS 2X60 RRH [580W] 12" 7.2" 21.2" 53 LBS. [W/O SOLAR SHIELD] AWS 2X90 RRH [750W] 11.8" 7.2" 25.8" 56.8 LBS. [W/ SOLAR SHIELD] NOTE: DIMENSIONS INCLUDE MOUNTING BRACKET, SOLAR SHIELD AND CONNECTORS. TX/RX2 TX/RX1 TX MON2 TX MON1 FRONT SOLAR SHIELD WIDTH MOUNTING REMOTE BRACKETS RADIO HEAD (RRH) HEIGHT DEPTH NEW GPS ANTENNA STEEL MOUNTING PIPE SUPPLIED WITH GPS ANTENNA MOUNTING BRACKET SUPPLIED WITH GPS ANTENNA SELF TAPPING SCREW, ENSURE LOCATION WILL NOT DAMAGE ANY EQUIPMENT 1 2"Ø COAX CABLE CANOPY FRONT SIDE BOTTOM 25.66" 10.25" 22.98" 19.18" 15.73" SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS A-5 FTC PARKWOOD DETAILS SHEET TITLE PREPARED FOR: CHECKED BY: DRAWN BY: PROJECT NO: CONSULTING FIRM 3 INVERNESS DRIVE E STE 200 ENGLEWOOD, CO 80112 Construction - Project Management - Site Development 3131 S. VAUGHN WAY, #550 AURORA, CO 80014 FOR REVIEW ONLY NOT FOR CONSTRUCTION SHEET NUMBER PENETRATIONS ANTENNAS FIBER POWER HYBRID & COAX CABLES NOTES: 1. CONTRACTOR TO UTILIZE EXISTING ANTENNA MOUNTING PIPE UNLESS FIELD CONDITIONS WARRANT USE OF NEW VERTICAL MOUNTING PIPE. MANUFACTURER SUPPLIED POLE MOUNTING BRACKET NEW REMOTE RADIO HEAD VERTICAL MOUNTING PIPE (SEE NOTE) GPS ANTENNA DETAIL 1 GENERATOR BOLT DOWN DETAIL 2 ANTENNA DETAIL 4 EMERGENCY PLAQUE DETAIL 6 NEW OVP DETAIL 5 ALU9442 RRH DETAIL 8 2025 SHARP POINT DR., FT COLLINS, CO 80525 6'-0" 7" 1'-0" 7" FRONT SIDE NEW ANTENNA SPECIFICATIONS DESCRIPTION HEIGHT WIDTH DEPTH ANTENNA ONLY WEIGHT ANTENNA W/MOUNTING BRACKET KIT WEIGHT COMMSCOPE SBJAHH-1D65B-DL 6'-0" 1'-0" 0'-7" 47.2 LBS. 60 LBS. TOP GENERATOR 1/2"Ø A36 ALL THREADED ROD (TYP.) LOCK WASHER SQUARE WASHER EPOXY SET 1/2" THREADED ROD 3" INTO CONCRETE SLAB RRH MOUNTING DETAIL 3 KM KF 20151294205 REV DATE DESCRIPTION BY A 03/15/17 ISSUED FOR REVIEW KM B 07/31/17 ISSUED FOR REVIEW KM C 10/24/17 SAC COMMENTS KM D 01/30/18 ISSUED FOR REVIEW JMS 0 05/03/18 ISSUED FOR FINALS M.G. 1 05/09/18 ISSUED FOR FINALS KM 2 06/04/18 ISSUED FOR FINALS KM E 05/06/19 ISSUED FOR REVIEW KM F 06/15/19 ISSUED FOR REVIEW KM G 08/08/19 ISSUED FOR REVIEW PSW H 10/11/19 ISSUED FOR REVIEW PSW J 11/15/19 CITY COMMENTS PSW K 1/2/20 CITY COMMENTS PSW SCALE: NOT USED NTS 7 A-5 SHEET TITLE PREPARED FOR: CHECKED BY: DRAWN BY: PROJECT NO: CONSULTING FIRM 3 INVERNESS DRIVE E STE 200 ENGLEWOOD, CO 80112 Construction - Project Management - Site Development 3131 S. VAUGHN WAY, #550 AURORA, CO 80014 FOR REVIEW ONLY NOT FOR CONSTRUCTION SHEET NUMBER PENETRATIONS RRH ANTENNAS FIBER POWER HYBRID & COAX CABLES 2025 SHARP POINT DR., FT COLLINS, CO 80525 NEW VERIZON GPS ANTENNA 1 A-5 NEW 30KW VERIZON DIESEL GENERATOR ON NEW CONCRETE SLAB NEW 10'-0" TALL VERIZON CANOPY PAINTED DESERT TAN OR EQUIVALENT NEW VERIZON FIBER JUNCTION BOX ON NEW H-FRAME NEW VERIZON 200A OUTDOOR RATED INTEGRATED LOAD CENTER ON NEW H-FRAME TOP OF NEW MONPINE ELEVATION 65'-0" A.G.L -- 4958'-0" NAVD88 CENTERLINE OF NEW VERIZON ANTENNAS 57'-0" A.G.L -- 4950'-0" NAVD88 TOP OF NEW VERIZON ANTENNAS ELEVATION 60'-0" A.G.L -- 4953'-0" NAVD88 NEW VERIZON 8'-0" TALL PAINTED WOODEN FENCE ENCLOSURE PAINTED DESERT TAN OR EQUIVALENT EXISTING TREES TO REMAIN 3 A-7 1 S-1 NEW ELECTRICAL METER AND DISCONNECT MOUNTED TO NEW FENCE W/ UNISTRUT TOP OF NEW MONPINE ELEVATION 65'-0" A.G.L -- 4958'-0" NAVD88 CENTERLINE OF NEW VERIZON ANTENNAS 57'-0" A.G.L -- 4950'-0" NAVD88 TOP OF NEW VERIZON ANTENNAS ELEVATION 60'-0" A.G.L -- 4953'-0" NAVD88 (2) NEW VERIZON OVP MOUNTED ON ANTENNA MOUNT NEW VERIZON REMOTE RADIO HEAD, (4) PER SECTOR FOR (3) SECTORS NEW VERIZON ANTENNAS (4) PER SECTOR FOR (3) SECTORS 3 A-5 2 A-2 4 A-5 5 A-5 8 A-5 NEW VERIZON SECTOR FRAME W/(4) ANTENNA PIPE MOUNTS 4 A-6 2 A-6 (2) NEW VERIZON HYBRID CABLE(S) ROUTED ALONG INTERIOR OF NEW MONOPINE NEW VERIZON 8'-0" TALL PAINTED WOODEN FENCE ENCLOSURE PAINTED DESERT TAN OR EQUIVALENT 3 A-7 NEW VERIZON GPS ANTENNA 1 A-5 NEW 10'-0" TALL VERIZON CANOPY (PAINTED DESERT TAN OR EQUIVALENT) 1 S-1 NEW VERIZON 200A OUTDOOR RATED INTEGRATED LOAD CENTER AND NEW FIBER JUNCTION BOX ON NEW H-FRAME NEW 65'-0" TALL CO-LOCATABLE MONOPINE (2) NEW VERIZON HYBRID CABLE(S) ROUTED IN (N) UNDERGROUND CONDUITS TO NEW MONOPINE EXISTING GRADE 0'-0" A.G.L. -- 4893'-0" NAVD88 NEW VERIZON FIBER JUNCTION BOX ON NEW H-FRAME NEW VERIZON 200A OUTDOOR RATED INTEGRATED LOAD CENTER ON NEW H-FRAME NEW ELECTRICAL METER AND DISCONNECT MOUNTED TO NEW FENCE W/ UNISTRUT NEW VERIZON 12" CABLE TRAY BOTTOM OF BRANCHES 15' A.G.L BOTTOM OF BRANCHES 15' A.G.L NEW 18"WIDE x 6" THICK CONCRETE FOOTING W/ SITEPRO1 P/N SLPR4 CUT 18" TO FIT 1 A-6 NEW FAUX BARK NEW FAUX BARK ANY EQUIPMENT INSIDE THE EQUIPMENT COMPOUND THAT IS VISIBLE ABOVE THE NEW FENCE SHALL BE PAINTED DESERT TAN OR EQUIVALENT. ANY EQUIPMENT INSIDE THE EQUIPMENT COMPOUND THAT IS VISIBLE ABOVE THE NEW FENCE SHALL BE PAINTED DESERT TAN OR EQUIVALENT. KM KF 20151294205 NEW 6'-0" TALL WOOD FENCING 2'-0" INSIDE THE PROPERTY FROM R.O.W. LINE. NEW FENCE TO MATCH EXISTING WOOD FENCE TO BE REMOVED. NEW WOODEN FENCE TO BE STAINED TO MATCH EXISTING WOODEN FENCE THAT IS BEING REMOVED. 1 A-7.1 NEW WOOD FENCING 1 A-7.1 REV DATE DESCRIPTION BY A 03/15/17 ISSUED FOR REVIEW KM B 07/31/17 ISSUED FOR REVIEW KM C 10/24/17 SAC COMMENTS KM D 01/30/18 ISSUED FOR REVIEW JMS 0 05/03/18 ISSUED FOR FINALS M.G. 1 05/09/18 ISSUED FOR FINALS KM 2 06/04/18 ISSUED FOR FINALS KM E 05/06/19 ISSUED FOR REVIEW KM F 06/15/19 ISSUED FOR REVIEW KM G 08/08/19 ISSUED FOR REVIEW PSW H 10/11/19 ISSUED FOR REVIEW PSW J 11/15/19 CITY COMMENTS PSW K 1/2/20 CITY COMMENTS PSW 1 L-1 FT COLLINS, CO 80525 DIMENSION CONTROL PLAN 1 C L E S U L A C L E C O N S U LT I N G , I N C . I N C . P I N N A C L E C O N N A C L E C O N S U L T I N I N G , I N C . P I N N A C . P I N E C O . KM KF 20151294205 35'-0" LEASE AREA 4'-6" 9" 14'-6" 2'-3" 5'-3" - CL OF TOWER 5'-9" - CL OF TOWER 11'-0" CANOPY 6'-8" 3'-8" 4'-8" 1'-9" 9'-7" CANOPY 15'-0" LEASE AREA 1'-7" 12'-0" ACCESS GATES 21'-5" 2'-3" 11'-0" CONCRETE PAD 1'-9" 7'-1" 7'-5" - CL OF TOWER 10'-0" CONCRETE PAD 16'-0" CONCRETE PAD 10'-0" UTILITY EASEMENT 4" 20'-6" CABLE TRAY 6'-7" CABLE TRAY REV DATE DESCRIPTION BY A 03/15/17 ISSUED FOR REVIEW KM B 07/31/17 ISSUED FOR REVIEW KM C 10/24/17 SAC COMMENTS KM D 01/30/18 ISSUED FOR REVIEW JMS 0 05/03/18 ISSUED FOR FINALS M.G. 1 05/09/18 ISSUED FOR FINALS KM 2 06/04/18 ISSUED FOR FINALS KM E 05/06/19 ISSUED FOR REVIEW KM F 06/15/19 ISSUED FOR REVIEW KM G 08/08/19 ISSUED FOR REVIEW PSW H 10/11/19 ISSUED FOR REVIEW PSW J 11/15/19 CITY COMMENTS PSW K 1/2/20 CITY COMMENTS PSW ANTENNAS (4) PER SECTOR FOR (3) SECTORS *NOTE: · ALL AZIMUTHS SHOWN ARE RELATIVE TO TRUE NORTH, UNLESS NOTED OTHERWISE · IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY AZIMUTHS DEPICTED HEREIN WITH RF DEPARTMENT PRIOR TO INSTALLING ANTENNAS A-2 FTC PARKWOOD ENLARGED SITE PLAN AND ANTENNA PLAN NEW 65'-0" TALL CO-LOCATABLE MONOPINE C L E S U L A C L E C O N S U LT I N G , I N C . I N C . P I N NA C L E C O N N A C L E C O N S U LT I N I N G , I N C . P I N N A C . P I N E C O . C L E S U L A C L E C O N S U L TI N G , I N C . I N C . P I N N A C L E C O N N A C L E C O N S U L TI N I N G , I N C . P I N N AC . P I N E C O . 11"x17" SCALE: 3/16" = 1'-0" 24"x36" SCALE: 3/8" = 1' 11"x17" SCALE: 3/16" = 1'-0" ENLARGED SITE PLAN 24"x36" SCALE: 3/8" = 1'-0" 3 SHEET TITLE PREPARED FOR: CHECKED BY: DRAWN BY: PROJECT NO: CONSULTING FIRM 3 INVERNESS DRIVE E STE 200 ENGLEWOOD, CO 80112 Construction - Project Management - Site Development 3131 S. VAUGHN WAY, #550 AURORA, CO 80014 FOR REVIEW ONLY NOT FOR CONSTRUCTION SHEET NUMBER PENETRATIONS RRH ANTENNAS FIBER POWER HYBRID & COAX CABLES 2025 SHARP POINT DR., FT COLLINS, CO 80525 NOTE: ALL AZIMUTHS SHOWN ARE RELATIVE TO TRUE NORTH, UNLESS NOTED OTHERWISE *IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY AZIMUTHS DEPICTED HEREIN WITH RF DEPARTMENT PRIOR TO INSTALLING ANTENNAS. NEW COAXIAL CABLE TABLE SECTOR LENGTH QTY. SIZE TYPE ALPHA BETA ±100' 2 1-1/4"Ø HYBRID CABLE GAMMA NEW ANTENNA TABLE SECTOR RAD CENTER AZIMUTH QTY. MOUNT TYPE ANTENNA TYPE ALPHA 57'-0" 0° 4 SECTOR FRAME PANEL BETA 57'-0" 120° 4 GAMMA 57'-0" 240° 4 CABLING DETAILS 1 OUTLINE OF NEW MONOPALM 4 A-5 8 A-5 5 A-5 4 A-6 AZIMUTH 120 ° 7'-2" TYP. 2'-0" TYP 2'-0" TYP 2'-0" TYP 6" TYP. 6" TYP. 1 A-5 NEW 65'-0" TALL CO-LOCATABLE MONOPINE NEW VERIZON GPS ANTENNA NEW VERIZON FIBER JUNCTION BOX ON NEW UNI-STRUT NEW VERIZON 200A OUTDOOR RATED INTEGRATED LOAD CENTER ON NEW UNI-STRUT NEW VERIZON WIRELESS EQUIPMENT LEASE AREA - 15'-0"X35'-0" NEW 8'-0" TALL WOODEN FENCE (15'-0" X 35'-0") PAINTED DESERT TAN OR EQUIVALENT NEW VERIZON 9'-0" x 10'-6" STEEL CANOPY PAINTED DESERT TAN OR EQUIVALENT NEW 30KW VERIZON DIESEL GENERATOR MOUNTED TO NEW CONCRETE PAD NEW VERIZON ELECTRICAL METER MOUNTED TO EXTERIOR OF NEW FENCE WITH UNI-STRUT NEW VERIZON ELECTRICAL DISCONNECT MOUNTED TO EXTERIOR OF NEW FENCE WITH UNI-STRUT NEW 12'-0" ACCESS GATES 3 A-7 1 S-1 1 A-8 5 NEW TECH LIGHTING MOUNTED TO A-8 NEW CANOPY POST NEW GRAVEL AREA NEW 10'-0" UTILITY EASEMENT 3 NEW VERIZON 10'-0"x16'-0" CONCRETE A-7 PAD WITH PREFABRICATED SUN-WEST 2-BAY PLINTH NEW VERIZON RF CABINET NEW VERIZON PDF CABINET 1 A-6 3 A-6 NEW TRANSFORMER BY UTILITY COMPANY INSIDE 10'-0" UTILITY EASEMENT NEW POWER WIRING FROM NEW TRANSFORMER NEW FIBER 5 NEW TECH LIGHTING MOUNTED TO A-8 NEW CANOPY POST NEW VZW 525 SQ. FT. LEASE AREA NEW VZW 7789 SQ. FT. ACCESS/UTILITY EASEMENT NEW VZW 393 SQ. FT. UTILITY EASEMENT NEW LEASE AND EASEMENT COLOR LEGEND 18" WIDE x 6" THICK CONCRETE FOOTING W/ SITEPRO1 P/N SLPR4 CUT 18" TO FIT NEW 12" CABLE TRAY HATCHING INDICATES 3'-0" OF AIRSPACE AROUND NEW GENERATOR(TYP.) TRENCH NEW POWER TO ILC, GENERATOR & EQUIPMENT CABINET HATCH INDICATES 3' OF AIRSPACE IN FRONT OF NEW ILC 3'-0" ANY EQUIPMENT INSIDE THE EQUIPMENT COMPOUND THAT IS VISIBLE ABOVE THE NEW FENCE SHALL BE PAINTED DESERT TAN OR EQUIVALENT. KM KF 20151294205 REV DATE DESCRIPTION BY A 03/15/17 ISSUED FOR REVIEW KM B 07/31/17 ISSUED FOR REVIEW KM C 10/24/17 SAC COMMENTS KM D 01/30/18 ISSUED FOR REVIEW JMS 0 05/03/18 ISSUED FOR FINALS M.G. 1 05/09/18 ISSUED FOR FINALS KM 2 06/04/18 ISSUED FOR FINALS KM E 05/06/19 ISSUED FOR REVIEW KM F 06/15/19 ISSUED FOR REVIEW KM G 08/08/19 ISSUED FOR REVIEW PSW H 10/11/19 ISSUED FOR REVIEW PSW J 11/15/19 CITY COMMENTS PSW K 1/2/20 CITY COMMENTS PSW PROPOSED EMERGENCY ACCESS EASEMENT BY OTHERS. REFERENCE PROJECT NUMBER MA190069 PROPOSED DRAINAGE EASEMENT BY OTHERS. REFERENCE PROJECT NUMBER MA190069 2 A-7 2 A-7 2 A-7 1 A-8 ANTENNA PLAN 2 1 A-7 *NOTE: PLEASE REFERENCE PROJECT NUMBER MA190069 FOR PROPOSED SITE PLAN, PROPOSED LANDSCAPE PLAN AND PROPOSED EASEMENTS BY OTHERS. X X X X X X X X W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W A-1 FTC PARKWOOD SITE PLAN SITE PLAN 20' 10' 0" 20' 1 24"x36" SCALE: 1" = 20' 11"x17" SCALE: 1" = 40' C L E S U L A C L E CO N S U LT I N G , I N C . I N C . P I N N A C L E C O N NA C L E C O N S U LT I N I N G , I N C . P I N N A C . P I N E C O . APN: 08720105013 ZONING: I, DEVELOPING INDUSTRIAL NEW VERIZON WIRELESS EQUIPMENT LEASE AREA - 15'-0"X35'-0" SHEET TITLE PREPARED FOR: CHECKED BY: DRAWN BY: PROJECT NO: CONSULTING FIRM 3 INVERNESS DRIVE E STE 200 ENGLEWOOD, CO 80112 Construction - Project Management - Site Development 3131 S. VAUGHN WAY, #550 AURORA, CO 80014 FOR REVIEW ONLY NOT FOR CONSTRUCTION SHEET NUMBER PENETRATIONS RRH ANTENNAS FIBER POWER HYBRID & COAX CABLES 2025 SHARP POINT DR., FT COLLINS, CO 80525 NEW VERIZON WIRELESS 2' x 3' FIBER VAULT NEW 10'-0" VERIZON WIRELESS UTILITY EASEMENT NEW 65'-0" CO-LOCATABLE MONOPINE FOR NEW VERIZON ANTENNAS OLD LOT LINE MIDPOINT DRIVE SHARP POINT DRIVE EXISTING 60'-0" R.O.W. EXISTING PARKING NEW 66'-0" R.O.W. IN REGARDS TO CONSTRUCTION OF THIS SITE, THE PUBLIC RIGHT-OF-WAY SHALL NOT BE USED FOR STAGING OR STORAGE OF MATERIALS OR EQUIPMENT ASSOCIATED WITH THE DEVELOPMENT, NOR SALL IT BE USED FOR PARKING BY ANY CONTRACTORS, SUBCONTRACTORS, OR OTHER PERSONNEL WORKING FOR OR HIRED BY THE DEVELOPER TO CONSTRUCT DEVELOPMENT TOWER SETBACK NORTH 135'-0" EAST 117'-0" SOUTH 125'-0" WEST 76'-0" NEW UG CONDUIT FOR NEW POWER (BY UTILITY COMPANY) NEW TRANSFORMER (BY UTILITY COMPANY) IN 10'-0" VERIZON UTILITY EASEMENT EXISTING 150 KVA TRANSFORMER NEW VZW 525 SQ. FT. LEASE AREA NEW VZW 7789 SQ. FT. ACCESS/UTILITY EASEMENT NEW VZW 393 SQ. FT. UTILITY EASEMENT NEW LEASE AND EASEMENT COLOR LEGEND EXISTING WOOD AND CHAIN LINK FENCING ALONG FRONTAGE TO BE REMOVED AND REPLACED WITH NEW WOOD FENCE TO MATCH EXISTING WOOD FENCE. ~475'-0" OF NEW WOOD FENCING 2'-0" INSIDE THE PROPERTY FROM R.O.W. LINE. NEW 6'-0" TALL FENCE TO MATCH EXISTING WOOD FENCE TO BE REMOVED. TYPICAL ON ALL FENCING INSIDE OF THE R.O.W. (NEW WOODEN FENCE TO BE STAINED TO MATCH EXISTING WOODEN FENCE THAT IS BEING REMOVED) KM KF 20151294205 EXISTING TREE (TYP.) NOTE: EXISTING TREES TO REMAIN AND BE PROTECTED 66'-0" SETBACK FROM FENCE EXISTING BUILDING 66'-0" 60'-0" 10'-0" EXISTING FIELD EXISTING BUILDING 341'-8" EXISTING FENCING AND GATE TO BE REMOVED BY OTHERS PER NORTHERN ENGINEERING SITE IMPROVEMENT PLANS DATED 11/8/18 EXISTING 15' UTILITY EASEMENT 1 L-1 3 A-2 6 A-8 1 A-7.1 9'-0" EXISTING 9'-0" UTILITY EASEMENT EXISTING 8" PVC SANITARY LINE EXISTING 18" RCP STORM LINE WITH COMBO CURB INLETS TO REMAIN EXISTING 6" DIP ABANDONED WATER LINE EXISTING 12" DIP WATER LINE TO REMAIN EXISTING 8" PVC WATER LINE TO REMAIN EXISTING 6" WATER LINE FOR FIRE SERVICE 15' EXISTING LOT LINE (TYP..) *NOTE: PLEASE REFERENCE PROJECT NUMBER MA190069 FOR PROPOSED SITE PLAN, PROPOSED LANDSCAPE PLAN AND PROPOSED EASEMENTS BY OTHERS. PROPOSED EMERGENCY ACCESS EASEMENT BY OTHERS. REFERENCE PROJECT NUMBER MA190069 REV DATE DESCRIPTION BY A 03/15/17 ISSUED FOR REVIEW KM B 07/31/17 ISSUED FOR REVIEW KM C 10/24/17 SAC COMMENTS KM D 01/30/18 ISSUED FOR REVIEW JMS 0 05/03/18 ISSUED FOR FINALS M.G. 1 05/09/18 ISSUED FOR FINALS KM 2 06/04/18 ISSUED FOR FINALS KM E 05/06/19 ISSUED FOR REVIEW KM F 06/15/19 ISSUED FOR REVIEW KM G 08/08/19 ISSUED FOR REVIEW PSW H 10/11/19 ISSUED FOR REVIEW PSW J 11/15/19 CITY COMMENTS PSW K 1/2/20 CITY COMMENTS PSW PROPOSED DRAINAGE EASEMENT BY OTHERS. REFERENCE PROJECT NUMBER MA190069 MATERIAL OR THE STORAGE AND DISPOSAL OF WASTE MATERIAL SUCH AS PAINTS, OILS, SOLVENTS, ASPHALT, CONCRETE, MOTOR OIL OR ANY OTHER MATERIAL HARMFUL TO THE LIFE OF A TREE WITHIN THE DRIP LINE OF ANY PROTECTED TREE OR GROUP OF TREES. 6. NO DAMAGING ATTACHMENT, WIRES, SIGNS OR PERMITS MAY BE FASTENED TO ANY PROTECTED TREE. 7. LARGE PROPERTY AREAS CONTAINING PROTECTED TREES AND SEPARATED FROM CONSTRUCTION OR LAND CLEARING AREAS, ROAD RIGHTS-OF-WAY AND UTILITY EASEMENTS MAY BE "RIBBONED OFF," RATHER THAN ERECTING PROTECTIVE FENCING AROUND EACH TREE AS REQUIRED IN SUBSECTION (G)(3) ABOVE. THIS MAY BE ACCOMPLISHED BY PLACING METAL T-POST STAKES A MAXIMUM OF FIFTY (50) FEET APART AND TYING RIBBON OR ROPE FROM STAKE-TO-STAKE ALONG THE OUTSIDE PERIMETERS OF SUCH AREAS BEING CLEARED. 8. THE INSTALLATION OF UTILITIES, IRRIGATION LINES OR ANY UNDERGROUND FIXTURE REQUIRING EXCAVATION DEEPER THAN SIX (6) INCHES SHALL BE ACCOMPLISHED BY BORING UNDER THE ROOT SYSTEM OF PROTECTED EXISTING TREES AT A MINIMUM DEPTH OF TWENTY-FOUR (24) INCHES. THE AUGER DISTANCE IS ESTABLISHED FROM THE FACE OF THE TREE (OUTER BARK) AND IS SCALED FROM TREE DIAMETER AT BREAST HEIGHT AS DESCRIBED IN THE CHART BELOW: 9. ALL TREE REMOVAL SHOWN SHALL BE COMPLETED OUTSIDE OF THE SONGBIRD NESTING SEASON (FEB 1 - JULY 31) OR CONDUCT A SURVEY OF TREES ENSURING NO ACTIVE NESTS IN THE AREA. GENERAL NOTES 1 EXISTING TREE INVENTORY: EXISTING TREE INVENTORY SITE PLAN: *NOTE: PLEASE REFERENCE PROJECT NUMBER MA190069 FOR PROPOSED LANDSCAPING PLAN BY OTHERS. REV DATE DESCRIPTION BY A 03/15/17 ISSUED FOR REVIEW KM B 07/31/17 ISSUED FOR REVIEW KM C 10/24/17 SAC COMMENTS KM D 01/30/18 ISSUED FOR REVIEW JMS 0 05/03/18 ISSUED FOR FINALS M.G. 1 05/09/18 ISSUED FOR FINALS KM 2 06/04/18 ISSUED FOR FINALS KM E 05/06/19 ISSUED FOR REVIEW KM F 06/15/19 ISSUED FOR REVIEW KM G 08/08/19 ISSUED FOR REVIEW PSW H 10/11/19 ISSUED FOR REVIEW PSW J 11/15/19 CITY COMMENTS PSW K 1/2/20 CITY COMMENTS PSW TBC= 4893.90 TBC= 4893.34 TBC= 4892.50 TBC= 4892.52 TBC= 4892.59 TBC= 4893.98 GM WV WV FO FO FO FO FO FO FO FO EV APN: 8720106001 APN: 8720105013 APN: 8720105011 APN: 8720105012 (E) 32.5' BUILDING (E) 10.5' BLDG. D/W (E) OVERHANG (E) 11.5' SHEDS D/W (E) BUILDING (E) GATE (E) 6' WROUGHT IRON FENCE (E) 9' CHAIN LINK FENCE (E) 8' CHAIN LINK FENCE OLD LOT LINE D/W REBAR (E) 6' WROUGHT IRON FENCE REBAR REBAR REBAR REBAR REBAR (E) 8' CHAIN LINK FENCE LESSOR'S PARCEL LINE LESSOR'S PARCEL LINE 4894 4894 4893 4894 4893 4894 4894 4895 4897 4895 4895 4894 4895 4896 4896 4895 4896 4896 4895 4896 4895 4896 4895 4896 4895 4895 4895 4896 4896 4896 4895 4895 4895 4896 4896 4895 4897 4897 4897 4896 4896 4894 4896 SHARP POINT DRIVE MIDPOINT DRIVE (E)60' R/W (E) 60' R/W 4893 4893 5 5 UTILITY ESMT. 5 (E) UTILITY 5 ESMT. L 1 L = 70 . 7 5 , R = 24 8 . 98 D = 1 6 ° 1 6 '5 2 " L=23.56, R=15.00 D=89°59'33" N0° 13' 25"W 238.55' L = 206 . 18 , R = 7 4 3 . 0 5 D = 15 ° 5 3 ' 5 4 " 275.13' 245.83' S42° 37' 03"E 311.39' N47° 22' 57"E 520.96' S73° 56' 33"E 342.06' (P) 66' R/W (P) 66' R/W (P) 9' UTILITY EASMENT BY OTHERS (P) DRAINAGE EASEMENT BY OTHERS (P) EMERGENCY ACCESS EASEMENT BY OTHERS NG= 4892.99 NG= 4893.89 4894 4894 4893 (E) 40' TREE (E) 40' TREE (E) 40' TREE (E) 45' TREE P.O.B. (P) LESSEE LEASE AREA P.O.B. (P) 10' LESSEE UTILITY ESMT. #1 (P) LESSEE LEASE AREA (P) POLE LOCATION (CENTER OF GEODETIC COORDINATES) (P) 10' LESSEE UTILITY ESMT. #1 NATURAL GROUND S73° 56' 33"E 342.06' (P) 9' UTILITY EASEMENT BY OTHERS (P) EMERGENCY ACCESS EASEMENT BY OTHERS (P) DRAINAGE EASEMENT BY OTHERS (P) EMERGENCY ACCESS EASEMENT BY OTHERS L8 L2 L3 L4 L5 L6 L7 LOT 1, PROSPECT INDUSTRIAL PARK LOT 13 & 14 REPLAT, CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO. LESSOR'S LEGAL DESCRIPTION MAGNETIC 08° 28' BOUNDARY DETAIL SCALE: 1" = 40' POSITION OF GEODETIC COORDINATES LATITUDE 40° 33' 36.65" NORTH (NAD83) LONGITUDE 105° 01' 39.97" WEST (NAD83) ELEVATION @ GROUND= 4893.0 (NAVD88) 1. ELEVATIONS SHOWN HEREON ARE REPRESENTED IN NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) ESTABLISHED FROM GPS DERIVED ELLIPSOID HEIGHTS, APPLYING GEOID 09 SEPARATIONS CONSTRAINING TO NGS CORS STATIONS PROVIDED IN THE "ONLINE POSITIONING USER SERVICE" (OPUS) SOLUTION FOR THIS SPECIFIC SITE. 2. BEARINGS SHOWED HEREON ARE BASED UPON U.S. STATE PLANE NAD83 COORDINATE SYSTEM COLORADO STATE PLANE COORDINATE ZONE NORTH, DETERMINED BY GPS OBSERVATIONS. 3. FIELD WORK FOR THIS PROJECT WAS PERFORMED ON 06/08/16. PROJECT META DATA 1. ALL TITLE INFORMATION IS BASED UPON A COMMITMENT FOR TITLE INSURANCE PREPARED BY OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY, ORDER NO.: ACT25141771 EFFECTIVE DATE: 07/05/2016.. 2. SURVEYOR HAS NOT PERFORMED A SEARCH OF PUBLIC RECORDS TO DETERMINE ANY DEFECT IN TITLE. 3. THE BOUNDARY SHOWN HEREON IS PLOTTED FROM RECORD INFORMATION AND DOES NOT CONSTITUTE A BOUNDARY SURVEY OF THE PROPERTY. 4. SURVEYOR DOES NOT GUARANTEE THAT ALL UTILITIES ARE SHOWN OR THEIR LOCATIONS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR AND DEVELOPER TO CONTACT BLUE STAKE AND ANY OTHER INVOLVED AGENCIES TO LOCATE ALL UTILITIES PRIOR TO CONSTRUCTION. REMOVAL, RELOCATION AND/ OR REPLACEMENT IS THE RESPONSIBILITY OF THE CONTRACTOR. DECLINATION SURVEYOR NOTES SHEET NO. REVISION: REVISIONS PROJECT No. SITE NAME: SITE ADDRESS: SHEET TITLE: FIELD BY: DRAWN BY: CHECKED BY: NO. DATE DESCRIPTION REUSE OF DOCUMENT THE IDEAS & DESIGN INCORPORATED HEREON, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF RLF CONSULTING, LLC & IS NOT TO BE USED FOR ANY OTHER PROJECT WITHOUT WRITTEN AUTHORIZATION OF RLF CONSULTING, LLC. JTS JTJ RLF 10008328 FTC PARKWOOD 2025 SHARP POINT DR. FORT COLLINS CO, 80524 SITE SURVEY LS-1 SURVEY DETAIL THIS SHEET 3 INVERNESS DRIVE EAST, STE. 200 ENGLEWOOD, CO. 80112 Construction - Project Management - Site Development 5. EASEMENTS, CONDITIONS, COVENANTS, RESTRICTIONS, RESERVATIONS AND NOTES ON THE PLAT OF PROSPECT INDUSTRIAL PARK RECORDED APRIL 25, 1979 AT RECEPTION NO. 303647. SCHEDULE B EXCEPTIONS 3131 S. VAUGHN WAY, SUITE 550 AURORA, CO 80014 NORTH THE PROPOSED LEASE PREMISES SHOWN HEREON APPEAR TO BE WITHIN FLOOD ZONE "X" AS DELINEATED ON THE FEDERAL EMERGENCY MANAGEMENT AGENCY FIRM MAP NO. 08069C0992G DATED 05/02/12. FLOOD ZONE "X" IS DEFINED AS: AREAS DETERMINED TO BE OUTSIDE 500-YEAR FLOODPLAIN; DETERMINED TO BE OUTSIDE THE 1% AND 0.2% ANNUAL CHANCE FLOODPLAINS. FLOOD ZONE DESIGNATION C O L O R A D O L I C E N S E D P R O F E S S I O N A L L A N D S U R V E Y O R R Y A N L . F I D L E R 38207 PROSPECT RD. TIMBERLINE RD. 9 11 DRAKE RD. SHARP POINT DR. MIDPOINT DR. PROJECT AREA FOUND AS NOTED HANDICAP SANITARY SEWER MANHOLE GAS METER WATER VALVE RIGHT-OF-WAY LINE ELECTRICAL TRANSFORMER TELEPHONE PEDESTAL ELECTRIC VAULT CHAIN LINK FENCE PROPERTY LINE PROPERTY LINE (OTHER) WROUGHT IRON FENCE SPOT ELEVATION D/W TBC R/W PV TOP BACK OF CURB ACCESS DRIVEWAY RIGHT OF WAY ASPHALT NG NATURAL GRADE BLDG TOP OF BUILDING 1419.18 U/G ELECTRIC LINE U/G FIBER OPTIC LINE U/G GAS LINE SANITARY SEWER LINE WATER LINE UGE UGE FO FO FO GAS GAS SS SS SS W W W T T T U/G TELECOMMUNICATION LINE DECIDUOUS TREE ET EV S FV FIBER VAULT GM STREET LIGHT W/ MAST ARM WV ITEMS 1 THRU 4, 6, AND 7 OF THE CLIENT PROVIDED TITLE REPORT DO NOT CONTAIN GRAPHICALLY PLOTTABLE EASEMENTS, SETBACKS, RESTRICTIONS OR OTHER ENCUMBRANCES. THE SURVEYOR CANNOT GUARANTEE THAT NON-PLOTTABLE ENCUMBRANCES DO NOT EXIST THAT MAY AFFECT THE SUBJECT LEASED PREMISES. A PORTION OF LOT 14, PROSPECT INDUSTRIAL PARK, CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO, DESCRIBED AS FOLLOWS: COMMENCING AT THE EASTERNMOST SOUTHEAST CORNER OF SAID LOT 14 FROM WHICH AN ANGLE POINT ON THE EAST LINE OF SAID LOT 13 BEARS NORTH 0° 13' 25" WEST 238.55 FEET; THENCE NORTH 00°13'25" WEST ALONG THE EAST LINE OF LOTS 13 AND 14, 97.62 FEET; THENCE DEPARTING SAID EAST LINE NORTH 89°46'35" EAST, 194.56 FEET TO THE POINT OF BEGINNING. THENCE SOUTH 47°22'57" WEST, 35.00 FEET; THENCE NORTH 42°43'16" WEST, 8.29 FEET; THENCE NORTH 42°29'21" WEST, 6.71 FEET; THENCE NORTH 47°22'57" EAST, 35.00 FEET; THENCE SOUTH 42°37'03" EAST, 15.00 FEET TO THE POINT OF BEGINNING. LESSEE LEASE AREA LEGAL DESCRIPTION A 5.00 FOOT WIDE STRIP OF LAND BEING PORTION OF LOT 14, PROSPECT INDUSTRIAL PARK, CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO, LYING 2.50 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: COMMENCING AT THE EASTERNMOST SOUTHEAST CORNER OF SAID LOT 14 FROM WHICH AN ANGLE POINT ON THE EAST LINE OF SAID LOT 13 BEARS NORTH 0° 13' 25" WEST 238.55 FEET; THENCE NORTH 00°13'25" WEST ALONG THE EAST LINE OF LOTS 13 AND 14, 97.62 FEET; THENCE DEPARTING SAID EAST LINE NORTH 89°46'35" EAST, 194.56 FEET; THENCE SOUTH 47°22'57" WEST, 35.00 FEET; THENCE NORTH 42°43'16" WEST, 8.29 FEET TO THE POINT OF BEGINNING; THENCE SOUTH 47°13'42" WEST, 42.24 FEET TO THE POINT OF TERMINUS. SIDELINES SHALL BE LENGTHENED OR SHORTENED TO FORM ONE CONTIGUOUS PARCEL. LESSEE UTILITY EASEMENT LEGAL DESCRIPTION SURVEY DETAIL 4 01/03/17 REVISION 5 07/30/17 REVISION 6 08/05/17 REVISION 7 12/14/17 REVISION 8 05/12/18 REVISION 9 10/15/19 REVISION 10 12/23/19 REVISION LINE TABLE LINE L1 L2 L3 L4 L5 L6 L7 L8 LENGTH 97.62 194.56 35.00 8.29 6.71 35.00 15.00 42.24 BEARING N0° 13' 25"W N89° 46' 35"E S47° 22' 57"W N42° 43' 16"W N42° 29' 21"W N47° 22' 57"E S42° 37' 03"E S47° 13' 42"W DISCONNECT SWITCH METER CADWELD TYPE CONNECTION COMPRESSION TYPE CONNECTION GROUNDING WIRE ABBREVIATIONS GENERAL NOTES: 1. FOR THE PURPOSE OF CONSTRUCTION DRAWING, THE FOLLOWING DEFINITIONS SHALL APPLY: CONTRACTOR - GENERAL CONTRACTOR [CONSTRUCTION] OWNER - VERIZON WIRELESS OEM - ORIGINAL EQUIPMENT MANUFACTURE 2. PRIOR TO THE SUBMISSION OF BIDS, THE BIDDING SUBCONTRACTOR SHALL VISIT THE CELL SITE TO FAMILIARIZE WITH THE EXISTING CONDITIONS AND TO CONFIRM THAT THE WORK CAN BE ACCOMPLISHED AS SHOWN ON THE CONSTRUCTION DRAWINGS. ANY DISCREPANCY FOUND SHALL BE BROUGHT TO THE ATTENTION OF CONTRACTOR. 3. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS, AND ORDINANCES. SUBCONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS, AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF THE WORK. ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ORDINANCES AND APPLICABLE REGULATIONS. 4. DRAWINGS PROVIDED HERE ARE NOT TO BE SCALED AND ARE INTENDED TO SHOW OUTLINE ONLY. 5. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, APPURTENANCES, AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. 6. DELETED. 7. THE SUBCONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. 8. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE SUBCONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY THE CONTRACTOR. 9. SUBCONTRACTOR SHALL DETERMINE ACTUAL ROUTING OF CONDUIT, POWER AND T1 CABLES, GROUNDING CABLES AS SHOWN ON THE POWER, GROUNDING AND TELCO PLAN DRAWING. SUBCONTRACTOR SHALL UTILIZE EXISTING TRAYS AND/OR SHALL ADD NEW TRAYS AS 10. THE SUBCONCTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING AND STRUCTURES. ANY DAMAGED PART SHALL BE REPAIRED AT SUBCONTRACTOR'S EXPENSE TO THE SATISFACTION OF OWNER. 11. SUBCONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OFF ALL SCRAP MATERIALS SUCH AS COAXIAL CABLES AND OTHER ITEMS REMOVED FROM THE EXISTING FACILITY. ANTENNAS REMOVED SHALL BE RETURNED TO THE OWNER'S DESIGNATED LOCATION. 12. SUBCONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. 13. ALL CONCRETE REPAIR WORK SHALL BE DONE IN ACCORDANCE WITH AMERICAN CONCRETE INSTITUTE [ACI] 301. 14. ANY NEW CONCRETE NEEDED FOR THE CONSTRUCTION SHALL HAVE 4000 PSI STRENGTH AT 28 DAYS UNLESS OTHERWISE SPECIFIED.ALL CONCRETING WORK SHALL BE DONE IN ACCORDANCE WITH ACI 318 CODE REQUIREMENTS. 15. ALL STRUCTURAL STEEL WORK SHALL BE DONE IN ACCORDANCE WITH AISC SPECIFICATIONS. 16. CONSTRUCTION SHALL COMPLY WITH SPECIFICATION 25741-000-3APS-AOOZ-00002, "GENERAL CONSTRUCTION SERVICES. 17. SUBCONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS MUST BE VERIFIED. SUBCONTRACTOR SHALL NOTIFY THE CONTRACTOR OF ANY DISCREPANCIES PRIOR TO ORDERING MATERIAL OR PROCEEDING WITH CONSTRUCTION. 18. THE EXISTING CELL SITE IS IN FULL COMMERCIAL OPERATION. ANY CONSTRUCTION WORK BY SUBCONTRACTOR SHALL NOT DISRUPT THE EXISTING NORMAL OPERATION. ANY WORK ON EXISTING EQUIPMENT MUST BE COORDINATED WITH CONTRACTOR. ALSO, WORK MAY NEED TO BE SCHEDULED FOR AN APPROPRIATE MAINTENANCE WINDOW USUALLY IN LOW TRAFFIC PERIODS AFTER MIDNIGHT. 19. SINCE THE CELL SITE MAY BE ACTIVE, ALL SAFETY PRECAUTIONS MUST BE TAKEN WHEN WORKING AROUND HIGH LEVELS OF ELECTROMAGNETIC RADIATION. EQUIPMENT SHOULD BE SHUTDOWN PRIOR TO PERFORMING ANY WORK THAT COULD EXPOSE THE WORKERS TO PERSONAL RF EXPOSURE MONITORS ARE REQUIRED TO BE WORN TO ALERT OF ANY DANGEROUS EXPOSURE LEVELS. CONCRETE AND REINFORCING STEEL NOTES: 1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 301, ACI 318, ACI 336, ASTM A184, ASTM A185 AND THE DESIGN AND CONSTRUCTION SPECIFICATION FOR CAST-IN-PLACE CONCRETE. 2. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI AT 28 DAYS,UNLESS NOTED OTHERWISE 3. REINFORCING STEEL SHALL CONFORM TO ASTM A 615, GRADE 60, DEFORMED UNLESS NOTED OTHERWISE 4. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS SHOWN OTHERWISE ON DRAWINGS: CONCRETE CAST AGAINST EARTH 3 IN. CONCRETE EXPOSED TO EARTH OR WEATHER: #6 AND LARGER 2 IN. #5 AND SMALLER & WWF 1-1/2 IN. CONCRETE NOT EXPOSED TO EARTH OR WEATHER, NOR CAST AGAINST THE GROUND: SLAB AND WALL 3/4 IN. BEAMS AND COLUMNS 1-1/2 IN. 5. A 3/4" CHAMFER SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE, U.N.O., IN ACCORDANCE WITH ACI 301 SECTION 4.2.4. 6. POST INSTALLED ANCHORS SHALL BE PROVIDED IN ACCORDANCE WITH SPECIFICATION 3GS-T18-0013" SELECTION, DESIGN, INSTALLATION, INSPECTION AND TESTING OF ADHESIVE AND MECHANICAL EXPANSION ANCHORS FOR WIRELESS SITE FACILITIES". ANCHORS SHALL BE HILTI OR APPROVED EQUAL, INSTALLED, INSPECTED AND TESTED AS SHOWN ON THE DESIGN DRAWINGS. NO REINFORCING STEEL SHALL BE CUT WITHOUT PRIOR ENGINEERING APPROVAL. 7. CONCRETE CYLINDER TEST IS NOT REQUIRED FOR SLAB ON GRADE WHEN CONCRETE IS LESS THAN 50 CUBIC YARDS [2012 IBC 1705.3[3]] IN THAT EVENT THE FOLLOWING RECORDS SHALL BE PROVIDED BY THE CONCRETE SUPPLIER; [A] RESULTS OF CONCRETE CYLINDER TESTS PERFORMED AT THE SUPPLIER'S PLANT, [B] CERTIFICATION OF MINIMUM COMPRESSIVE STRENGTH FOR THE CONCRETE GRADE SUPPLIED. FOR GREATER THAN 50 CUBIC YARDS THE GC SHALL PERFORM THE CONCRETE CYLINDER TEST, TAKING THREE CYLINDERS FROM EACH TRUCK. GROUNDING NOTES: 1. THE SUBCONTRACTOR SHALL REVIEW AND INSPECT THE EXISTING FACILITY GROUNDING SYSTEM AND LIGHTNING PROTECTION SYSTEM [AS DESIGNED AND INSTALLED] FOR STRICT COMPLIANCE WITH THE NEC [AS ADOPTED BY THE AHJ], THE SITE-SPECIFIC [UL, LPI, OR NFPA] LIGHTING PROTECTION CODE, AND GENERAL COMPLIANCE WITH TELCORDIA AND TIA GROUNDING STANDARDS. THE SUBCONTRACTOR SHALL REPORT ANY VIOLATIONS OR ADVERSE FINDINGS TO THE CONTRACTOR FOR RESOLUTION. 2. ALL GROUND ELECTRODE SYSTEMS [INCLUDING TELECOMMUNICATION, RADIO, LIGHTNING PROTECTION, AND AC POWER GES'S] SHALL BE BONDED TOGETHER, AT OR BELOW GRADE, BY TWO OR MORE COPPER BONDING CONDUCTORS IN ACCORDANCE WITH THE NEC. 3. THE SUBCONTRACTOR SHALL PERFORM IEEE FALL-OF-POTENTIAL RESISTANCE TO EARTH TESTING [PER IEEE 1100 AND 81] FOR NEW GROUND ELECTRODE SYSTEMS. THE SUBCONTRACTOR SHALL FURNISH AND INSTALL SUPPLEMENTAL GROUND ELECTRODES AS NEEDED TO ACHIEVE A TEST RESULT OF 5 OHMS OR LESS. TESTS SHALL BE PERFORMED IN ACCORDANCE WITH 24782-000-3PS-EG00-0001, DESIGN & TESTING OF FACILITY GROUNDING FOR CELL SITES. 4. METAL RACEWAY SHALL NOT BE USED AS THE NEC REQUIRED EQUIPMENT GROUND CONDUCTOR. STRANDED COPPER CONDUCTORS WITH GREEN INSULATION, SIZED IN ACCORDANCE WITH THE NEC, SHALL BE FURNISHED AND INSTALLED WITH THE POWER CIRCUITS TO BTS EQUIPMENT. 5. EACH BTS CABINET FRAME SHALL BE DIRECTLY CONNECTED TO THE MASTER GROUND BAR WITH GREEN INSULATED SUPPLEMENTAL EQUIPMENT GROUND WIRES, 6 AWG STRANDED COPPER OR LARGER FOR INDOOR BTS; 2 AWS STRANDED COPPER FOR OUTDOOR BTS. 6. EXOTHERMIC WELDS SHALL BE USED FOR ALL GROUNDING CONNECTIONS BELOW GRADE. 7. APPROVED ANTIOXIDANT COATINGS [I.E., CONDUCTIVE GEL OR PASTE] SHALL BE USED ON ALL COMPRESSION AND BOLTED GROUND CONNECTIONS. 8. ICE BRIDGE BONDING CONDUCTORS SHALL BE EXOTHERMICALLY BONDED OR BOLTED WITH STAINLESS STEEL HARDWARE TO THE BRIDGE AND THE TOWER GROUND BAR. 9. ALUMINUM CONDUCTOR OR COPPER CLAD STEEL CONDUCTOR SHALL NOT BE USED FOR GROUNDING CONNECTIONS. 10. MISCELLANEOUS ELECTRICAL AND NON-ELECTRICAL METAL BOXES, FRAMES AND SUPPORTS SHALL BE BONDED TO THE GROUND RING, IN ACCORDANCE WITH THE NEC. 11. METAL CONDUIT AND TRAY SHALL BE GROUNDED AND MADE ELECTRICALLY CONTINUOUS WITH LISTED BONDING FITTINGS OR BY BONDING ACROSS THE DISCONTINUITY WITH 6 AWG COPPER WIRE UL APPROVED GROUNDING TYPE CONDUIT CLAMPS. 12. GROUND CONDUCTORS USED IN THE FACILITY GROUND AND LIGHTNING PROTECTION SYSTEMS SHALL NOT BE ROUTED THROUGH METALLIC OBJECTS THAT FORM A RING AROUND THE CONDUCTOR, SUCH AS METALLIC CONDUITS, METAL SUPPORT CLIPS OR SLEEVES THROUGH WALLS OR FLOORS. WHEN IT IS REQUIRED TO BE HOUSED IN CONDUIT TO MEET CODE REQUIREMENTS OR LOCAL CONDITIONS, NON-METALLIC MATERIAL SUCH AS PVC PLASTIC CONDUIT SHALL BE USED. WHERE USE OF METAL CONDUIT IS UNAVOIDABLE [E.G., NON-METALIC CONDUIT PROHIBITED BY LOCAL CODE] THE GROUND CONDUCTOR SHALL BE BONDED TO EACH END OF THE METAL CONDUIT. 13. ALL TOWER GROUNDING SYSTEMS SHALL COMPLY WITH THE REQUIREMENTS OF ANSI/TIA 222. FOR TOWERS BEING BUILT TO REV G OF THE STANDARD, THE WIRE SIZE OF THE BURIED GROUND RING AND CONNECTIONS BETWEEN THE TOWER AND THE BURIED GROUND RING SHALL BE CHANGED FROM 2 AWG TO 2/0 AWG. IN ADDITION, THE MINIMUM LENGTH OF THE GROUND RODS SHALL BE INCREASED FROM 8 FEET TO 10 FEET. SITE WORK GENERAL NOTES: 1. THE SUBCONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START OF CONSTRUCTION. 2. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES WHERE ENCOUNTERED IN THE WORK, SHALL BE PROTECTED AT ALL TIMES, AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL BE RELOCATED AS DIRECTED BY THE SUBCONTRACTOR. EXTREME CAUTION SHOULD BE USED BY THE SUBCONTRACTOR WHEN EXCAVATING OR DRILLING PIERS AROUND OR NEAR UTILITIES. SUBCONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING CREW. THIS WILL INCLUDE BUT NOT BE LIMITED TO A] FALL PROTECTION B] CONFINED SPACE C] ELECTRICAL SAFETY D] TRENCHING & EXCAVATION. 3. ALL SITE WORK SHALL BE AS INDICATED ON THE DRAWINGS AND PROJECT SPECIFICATIONS. 4. IF NECESSARY, RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER REFUSE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF LEGALLY. 5. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES, WHICH INTERFERE WITH THE EXECUTION OF THE WORK, SHALL BE REMOVED AND/OR CAPPED, PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF CONTRACTOR, OWNER AND/OR LOCAL UTILITIES. 6. SUBCONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION. 7. THE SUBCONTRACTOR SHALL PROVIDE SITE SIGNAGE IN ACCORDANCE WITH THE VERIZON WIRELESS SPECIFICATION FOR SITE SIGNAGE. 8. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM THE BTS EQUIPMENT AND TOWER AREAS. 9. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND. FROZEN MATERIALS, SNOW OR ICE SHALL NOT BE PLACED IN ANY FILL OR EMBANKMENT. 10. THE SUB GRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM GRADE PRIOR TO FINISHED SURFACE APPLICATION. 11. THE AREAS OF THE OWNERS 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. 12. SUBCONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION. EROSION CONTROL MEASURES, IF REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE LOCAL JURISDICTION'S GUIDELINES FOR EROSION AND SEDIMENT CONTROL. MASONRY NOTES: 1. MASONRY WALLS SHALL BE CONSTRUCTED OF 8” STANDARD HOLLOW CONCRETE MASONRY UNITS SHALL CONFORMING TO ASTM C90, GRADE N, TYPE 1, F'M = 1,500 PSI, RUNNING BOND, MORTAR TYPE S, 1,800 PSI. GROUT SHALL BE 2,000 PSI. MECHANICALLY VIBRATE GROUT IN VERTICAL SPACES IMMEDIATELY AFTER POURING AND AGAIN ABOUT 5 MINUTES LATER. PROVIDE CLEANOUTS IF GROUT LIFT EXCEEDS 4'-0" IN BLOCK WALLS. MAXIMUM GROUT LIFT SHALL BE 8'-0". CONTROL JOINTS REQUIRED IN ALL WALLS GREATER THAN 24'-0" IN LENGTH. SPACE CONTROL JOINTS AT 24'-0” MAXIMUM. ELECTRICAL INSTALLATION NOTES: 1. WIRING, RACEWAY, AND SUPPORT METHODS AND MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEC AND TELCORDIA. 2. SUBCONTRACTOR SHALL MODIFY EXISTING CABLE TRAY SYSTEM AS REQUIRED TO SUPPORT RF AND TRANSPORT CABLING TO THE NEW BTS EQUIPMENT. SUBCONTRACTOR SHALL SUBMIT MODIFICATIONS TO CONTRACTOR FOR APPROVAL. 3. ALL CIRCUITS SHALL BE SEGREGATED AND MAINTAIN MINIMUM CABLE SEPARATION AS REQUIRED BY THE NEC AND TELCORDIA. 4. CABLES SHALL NOT BE ROUTED THROUGH LADDER-STYLE CABLE TRAY RUNGS. 5. EACH END OF EVERY POWER, GROUNDING, AND T1 CONDUCTOR AND CABLE SHALL BE LABELED WITH COLOR-CODED INSULATION OR ELECTRICAL TAPE [3M BRAND, 1/2 INCH PLASTIC ELECTRICAL TAPE WITH UV PROTECTION, OR EQUAL]. THE IDENTIFICATION METHOD SHALL CONFORM WITH NEC & OSHA, AND MATCH EXISTING INSTALLATION REQUIREMENTS. 6. POWER PHASE CONDUCTORS [I.E., HOTS]SHALL BE LABELED WITH COLOR-CODED INSULATION OR ELECTRICAL TAPE [3M BRAND, 1/2 INCH PLASTIC ELECTRICAL TAPE WITH UV PROTECTION, OR EQUAL]. PHASE CONDUCTOR COLOR CODES SHALL CONFORM WITH THE NEC & OSHA AND MATCH EXISTING INSTALLATION REQUIREMENTS.. 7. ALL ELECTRICAL COMPONENTS SHALL BE CLEARLY LABELED WITH ENGRAVED LAMACOID PLASTIC LABELS. ALL EQUIPMENT SHALL BE LABELED WITH THEIR VOLTAGE RATING, PHASE CONFIGURATION, WIRE CONFIGURATION, POWER OR AMPACITY RATING, AND BRANCH CIRCUIT ID NUMBERS [I.E., PANELBOARD AND CIRCUIT ID'S].. 8. PANELBOARDS [ID NUMBERS] AND INTERNAL CIRCUIT BREAKERS [CIRCUIT ID NUMBERS] SHALL BE CLEARLY LABELED WITH ENGRAVED LAMACOID PLASTIC LABELS. 9. ALL TIE WRAPS WHERE PERMITTED SHALL BE CUT FLUSH WITH APPROVED CUTTING TOOL TO REMOVE SHARP EDGES. USE LOW PROFILE TIE WRAPS. 10. POWER, CONTROL, AND EQUIPMENT GROUND WIRING IN TUBING OR CONDUIT SHALL BE SINGLE CONDUCTOR [12 AWG OR LARGER], 600 V, OIL RESISTANT THHN OR THWN-2, CLASS B STRANDED COPPER CABLE RATED FOR 90 °C [WET AND DRY] OPERATION; LISTED OR LABELED FOR THE LOCATION AND RACEWAY SYSTEM USED, UNLESS OTHERWISE SPECIFIED. 11. SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED INDOORS SHALL BE SINGLE CONDUCTOR [6 AWG OR LARGER], 600 V, OIL RESISTANT THHN OR THWN-2 GREEN INSULATION, CLASS B STRANDED COPPER CABLE RATED FOR 90 °C [WET AND DRY] OPERATION; LISTED OR LABELED FOR THE LOCATION AND RACEWAY SYSTEM USED, UNLESS OTHERWISE SPECIFIED. 12. SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED OUTDOORS, OR BELOW GRADE, SHALL BE SINGLE CONDUCTOR 2 AWG SOLID TINNED COPPER CABLE, UNLESS OTHERWISE SPECIFIED. 13. POWER WIRING, NOT IN TUBING OR CONDUIT, SHALL BE MULTI-CONDUCTOR, TYPE TC CABLE [12 AWG OR LARGER], 600 V, OIL RESISTANT THHN OR THWN-2, CLASS B STRANDED COPPER CABLE RATED FOR 90 °C [WET AND DRY] OPERATION; WITH OUTER JACKET; LISTED OR LABELED FOR THE LOCATION USED, UNLESS OTHERWISE SPECIFIED. 14. ALL POWER AND GROUNDING CONNECTIONS SHALL BE CRIMP-STYLE, COMPRESSION WIRE LUGS AND WIRENUTS BY THOMAS AND BETTS [OR EQUAL]. LUGS AND WIRENUTS SHALL BE RATED FOR OPERATION AT NO LESS THAN 75°C [90°C IF AVAILABLE]. 15. RACEWAY AND CABLE TRAY SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA, UL, ANSI/IEEE, AND NEC. 16. NEW RACEWAY OR CABLE TRAY WILL MATCH THE EXISTING INSTALLATION WHERE POSSIBLE. 17. ELECTRICAL METALLIC TUBING [EMT] OR RIGID NONMETALLIC CONDUIT [I.E., RIGID PVC SCHEDULE 40, OR RIGID PVC SCHEDULE 80 FOR LOCATIONS SUBJECT TO PHYSICAL DAMAGE] SHALL BE USED FOR EXPOSED INDOOR LOCATIONS. 18. ELECTRICAL METALLIC TUBING [EMT], ELECTRICAL NONMETALLIC TUBING [ENT], OR RIGID NONMETALLIC CONDUIT [RIGID PVC, SCHEDULE 40] SHALL BE USED FOR CONCEALED INDOOR LOCATIONS. 19. GALVANIZED STEEL INTERMEDIATE METALLIC CONDUIT [IMC] SHALL BE USED FOR OUTDOOR LOCATIONS ABOVE GRADE. 20. RIGID NONMETALLIC CONDUIT [I.E., RIGID PVC SCHEDULE 40 OR RIGID PVC SCHEDULE 80] SHALL BE USED UNDERGROUND; DIRECT BURIED, IN AREAS OF OCCASIONAL LIGHT VEHICLE TRAFFIC OR ENCASED IN REINFORCED CONCRETE IN AREAS OF HEAVY VEHICLE TRAFFIC. 21. LIQUID-TIGHT FLEXIBLE METALLIC CONDUIT [LIQUID-TITE FLEX] SHALL BE USED INDOORS AND OUTDOORS, WHERE VIBRATION OCCURS OR FLEXIBILITY IS NEEDED. 22. CONDUIT AND TUBING FITTINGS SHALL BE THREADED OR COMPRESSION-TYPE AND APPROVED FOR THE LOCATION USED. SETSCREW FITTINGS ARE NOT ACCEPTABLE. 23. CABINETS, BOXES, AND WIREWAYS SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA, UL, ANSI/IEEE, AND NEC. 24. CABINETS, BOXES, AND WIREWAYS TO MATCH THE EXISTING INSTALLATION WHERE POSSIBLE. 25. WIREWAYS SHALL BE EPOXY-COATED [GRAY] AND INCLUDE A HINGED COVER, DESIGNED TO SWING OPEN DOWNWARD; SHALL BE PANDUIT TYPE E [OR EQUAL]; AND RATED NEMA 1 [OR BETTER] INDOORS, OR NEMA 3R [OR BETTER] OUTDOORS. 26. EQUIPMENT CABINETS, TERMINAL BOXES, JUNCTION BOXES, AND PULL BOXES SHALL BE GALVANIZED OR EPOXY-COATED SHEET STEEL, SHALL MEET OR EXCEED UL 50, AND RATED NEMA 1 [OR BETTER] INDOORS, OR NEMA 3R [OR BETTER] OUTDOORS. 27. METAL RECEPTACLE, SWITCH, AND DEVICE BOXES SHALL BE GALVANIZED, EPOXY-COATED, OR NON-CORRODING; SHALL MEET OR EXCEED UL 514A AND NEMA OS 1; AND RATED NEMA 1 [OR BETTER] INDOORS, OR WEATHER PROTECTED [WP OR BETTER] OUTDOORS. 28. NONMETALLIC RECEPTACLE, SWITCH, AND DEVICE BOXES SHALL MEET OR EXCEED NEMA OS 2; AND RATED NEMA 1 [OR BETTER] INDOORS, OR WEATHER PROTECTED [WP OR BETTER] OUTDOORS. 29. THE SUBCONTRACTOR SHALL NOTIFY AND OBTAIN NECESSARY AUTHORIZATION FROM THE OWNER BEFORE COMMENCING WORK ON THE AC POWER DISTRIBUTION PANELS. 30. THE SUBCONTRACTOR SHALL PROVIDE NECESSARY TAGGING ON THE BREAKERS, CABLES AND DISTRIBUTION PANELS IN ACCORDANCE WITH THE APPLICABLE CODS AND STANDARDS TO SAFEGUARD AGAINST LIFE AND PROPERTY. GENERAL NOTES 1 2025 SHARP POINT DR., FT COLLINS, CO 80525 NEW VZW 525 SQ. FT. LEASE AREA NEW VZW 7789 SQ. FT. ACCESS/UTILITY EASEMENT NEW VZW 393 SQ. FT. UTILITY EASEMENT NEW LEASE AND EASEMENT COLOR LEGEND ACCESS UTILITY EASEMENT ANTENNAS DC POWER EXISTING EASEMENT FIBER HYBRID & COAX CABLES LEASE AREA NEW WORK_UTILITY EASEMENT PENETRATIONS RRHS WALL HATCH NEW WORK COLOR LEGEND SHEET TITLE PREPARED FOR: CHECKED BY: DRAWN BY: PROJECT NO: CONSULTING FIRM 3 INVERNESS DRIVE E STE 200 ENGLEWOOD, CO 80112 Construction - Project Management - Site Development 3131 S. VAUGHN WAY, #550 AURORA, CO 80014 FOR REVIEW ONLY NOT FOR CONSTRUCTION SHEET NUMBER PENETRATIONS RRH ANTENNAS FIBER POWER HYBRID & COAX CABLES KM KF 20151294205 REV DATE DESCRIPTION BY A 03/15/17 ISSUED FOR REVIEW KM B 07/31/17 ISSUED FOR REVIEW KM C 10/24/17 SAC COMMENTS KM D 01/30/18 ISSUED FOR REVIEW JMS 0 05/03/18 ISSUED FOR FINALS M.G. 1 05/09/18 ISSUED FOR FINALS KM 2 06/04/18 ISSUED FOR FINALS KM E 05/06/19 ISSUED FOR REVIEW KM F 06/15/19 ISSUED FOR REVIEW KM G 08/08/19 ISSUED FOR REVIEW PSW H 10/11/19 ISSUED FOR REVIEW PSW J 11/15/19 CITY COMMENTS PSW K 1/2/20 CITY COMMENTS PSW N A C L E C O N N A C L E C O N S U L T I N I N G , I N C . P I N N A C . P I N E C O . PROJECT AREA CLIENT PROPERTY OWNER A&E CONSULTANT 2025 SHARP POINT DR LLC, NESTAC INVESTMENTS LLC, & MAVESA INVESTMENTS 2025, LLC 1401 RIVERSIDE AVE., FT COLLINS, CO 80524 CONTACT: DANIEL R. BERTH PHONE: (970)221-1965 EXT. 2 VERIZON WIRELESS 3131 S, VAUGHN WAY#550 AURORA, CO 80014 CONTACT: JENNIFER SCHNEIDER PHONE: (913) 344-2030 DEPART 3131 S. VAUGHN WAY (WEST); TURN LEFT AND MERGE ONTO CO-83 N, 0.1 MI; USE THE RIGHT 3 LANES TO TAKE THE INTERSTATE 225 N EXIT, 0.8 MI; MERGE ONTO I-225 S, 3.2 MI; USE THE RIGHT 2 LANES TO TAKE EXIT 1A FOR INTERSTATE 25 N TOWARD DENVER, 0.4 MI; MERGE ONTO I-25 N TOWARD FORT COLLINS, 51.6 MI; TAKE EXIT 265 FOR HARMONY RD, 0.2 MI; CONTINUE ON E. HARMONY RD. TAKE ZIEGLER RD, E DRAKE RD AND S TIMBERLINE RD TO MIDPOINT DR, 5.4 MI; DESTINATION WILL BE ON THE RIGHT. T-1 FTC PARKWOOD 2025 SHARP POINT DR., FT COLLINS, CO 80525 PROJECT INFORMATION FTC PARKWOOD 2025 SHARP POINT DR., FT COLLINS, CO 80525 20151294205 KM KF REV DATE DESCRIPTION BY A 03/15/17 ISSUED FOR REVIEW KM B 07/31/17 ISSUED FOR REVIEW KM C 10/24/17 SAC COMMENTS KM D 01/30/18 ISSUED FOR REVIEW JMS 0 05/03/18 ISSUED FOR FINALS M.G. 1 05/09/18 ISSUED FOR FINALS KM 2 06/04/18 ISSUED FOR FINALS KM E 05/06/19 ISSUED FOR REVIEW KM F 06/15/19 ISSUED FOR REVIEW KM G 08/08/19 ISSUED FOR REVIEW PSW H 10/11/19 ISSUED FOR REVIEW PSW J 11/15/19 CITY COMMENTS PSW K 1/2/20 CITY COMMENTS PSW SCOPE OF WORK · INSTALL OF (1) CO-LOCATABLE MONOPINE · INSTALL OF (3) SECTOR FRAMES · INSTALL (2) NEW OVP'S · INSTALL (12) NEW PANEL ANTENNAS · INSTALL (12) NEW RRH'S · INSTALL (1) NEW OUTDOOR POWER PLANT CABINET · INSTALL (1) NEW RADIO EQUIPMENT CABINET · INSTALL (1) NEW STAND-BY GENERATOR · INSTALL (1) NEW EQUIPMENT CANOPY · INSTALL NEW 35'x15' WOOD FENCE ENCLOSURE · INSTALL (2) NEW TREES · INSTALL NEW ELECTRIC SERVICE · INSTALL NEW FIBER BACKHAUL · INSTALL NEW 10'-0" x 16'-0" CONCRETE SLAB ZONING: I, DEVELOPING INDUSTRIAL PARCEL #: 08720105013 USE: UNMANNED COMMUNICATIONS NEW LEASE AREA: 525 SQ. FT 40° 33' 36.65" N (NAD83) 105° 01' 39.97" W (NAD83) 4893' (NAVD88) NEW BUILD CONSTRUCTION DRAWINGS SITE ACQUISITION PINNACLE CONSULTING, INC 1426 N MARVIN ST #101 GILBERT, AZ 85233 CONTACT: MICHELLE LAMOUREUX PHONE: (480) 664-9588 EXT 230 PINNACLE CONSULTING, INC. 1426 N MARVIN ST #101 GILBERT, AZ. 85233 CONTACT: KEVIN MILLER PHONE: (720) 296-6180 SITE PHOTO SHEET TITLE PREPARED FOR: CHECKED BY: DRAWN BY: PROJECT NO: CONSULTING FIRM 3 INVERNESS DRIVE E STE 200 ENGLEWOOD, CO 80112 Construction - Project Management - Site Development 3131 S. VAUGHN WAY, #550 AURORA, CO 80014 FOR REVIEW ONLY NOT FOR CONSTRUCTION SHEET NUMBER PENETRATIONS RRH ANTENNAS FIBER POWER HYBRID & COAX CABLES JURISDICTION: GOVERNING CODES: CITY OF FORT COLLINS 2012 IBC, 2012 IFC, 2012 IMC, 2012 IECC, 2014 NEC VERIZON WIRELESS 3131 S. VAUGHN WAY #550 AURORA, CO 80014 CONTACT: KENT MCDERMOTT PHONE: (406) 941-2110 VERIZON WIRELESS 3131 S. VAUGHN WAY #550 AURORA, CO 80014 CONTACT: RAM NANDIRAJU PHONE: (303) 901-3092 ALL BUILDING CODES LISTED ABOVE SHALL INCLUDE AMENDMENTS BY THE GOVERNING JURISDICTION SITE #: 397118 20151294205 PROJECT #: 20151294205 LEGAL DESCRIPTION: PROSPECT INDUSTRIAL PARK LOTS 13 & 14, CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO T-1 PROJECT INFORMATION GN-1 GENERAL NOTES L-1 TREE PROTECTION NOTES & TREE INVENTORY LS-1 SITE SURVEY L-1 TREE PROTECTION NOTES & TREE INVENTORY A-1 SITE PLAN A-2 ENLARGED SITE PLAN AND ANTENNA PLAN A-3 DIMENSION CONTROL PLAN A-4 ELEVATIONS A-5 DETAILS A-6 DETAILS A-7 DETAILS A-7.1 DETAILS A-8 DETAILS S-1 STRUCTURAL DETAILS E-1 SPECIFICATIONS & NOTES E-2 POWER PLAN E-3 GROUNDING PLAN E-4 SITE UTILITY PLAN & GROUNDING DETAILS