HomeMy WebLinkAboutVERIZON FTC PARKWOOD TELECOMMUNICATION FACILITY (WTF) - FDP180012 - - PLANSRF ENGINEERSITE DIRECTIONSPROJECT DESCRIPTION - SCOPE OF WORKVICINITY MAPPROJECT DATASHEET INDEXNEW SITE LOCATIONGROUND ELEVATION LATITUDE LONGITUDE CONSTRUCTION ENGINEERGENERAL NOTESAPPROVALS(RF):DATE:(CONST.):DATE:(RE):DATE:LANDLORD:DATE:1.THIS WIRELESS TELECOMMUNICATIONS FACILITY WILL MEETTHE HEALTH AND SAFETY STANDARDS FOR ELECTROMAGNETICFIELD EMISSIONS AS ESTABLISHED BY THE FEDERALCOMMUNICATIONS COMMISSION OR ANY SUCCESSOR THEREOF,AND ANY OTHER FEDERAL OR STATE AGENCY.2.THIS WIRELESS TELECOMMUNICATIONS FACILITY WILL MEETTHE REGULATIONS OF THE FEDERAL COMMUNICATIONSCOMMISSION REGARDING PHYSICAL AND ELECTROMAGNETICINTERFERENCE.3.LIGHTING OR SIGNS WILL BE PROVIDED ONLY AS REQUIRED BYFEDERAL OR STATE AGENCIES.4.DEVELOPMENT AND CONSTRUCTION OF THIS PROJECT WILLCOMPLY WITH ALL APPLICABLE CODES AND ORDINANCES.5.EXISTING PARKING IS NOT AFFECTED BY THIS PROJECT.CLE SULA CLE CONSULTING, INC. INC. PINNACLE CONNACLE CONSULTINING, INC. PINNAC. PIN E CO.PROJECT AREACLIENTPROPERTY OWNERA&E CONSULTANT2025 SHARP POINT DR LLC,NESTAC INVESTMENTS LLC,& MAVESA INVESTMENTS 2025, LLC1401 RIVERSIDE AVE.,FT COLLINS, CO 80524CONTACT: DANIEL R. BERTHPHONE: (970)221-1965 EXT. 2VERIZON WIRELESS3131 S, VAUGHN WAY#550AURORA, CO 80014CONTACT: JENNIFER SCHNEIDERPHONE: (913) 344-2030DEPART 3131 S. VAUGHN WAY (WEST); TURN LEFT AND MERGE ONTOCO-83 N, 0.1 MI; USE THE RIGHT 3 LANES TO TAKE THE INTERSTATE225 N EXIT, 0.8 MI; MERGE ONTO I-225 S, 3.2 MI; USE THE RIGHT 2LANES TO TAKE EXIT 1A FOR INTERSTATE 25 N TOWARD DENVER, 0.4MI; MERGE ONTO I-25 N TOWARD FORT COLLINS, 51.6 MI; TAKE EXIT265 FOR HARMONY RD, 0.2 MI; CONTINUE ON E. HARMONY RD. TAKEZIEGLER RD, E DRAKE RD AND S TIMBERLINE RD TO MIDPOINT DR,5.4 MI; DESTINATION WILL BE ON THE RIGHT.T-1FTC PARKWOOD2025 SHARP POINT DR.,FT COLLINS, CO 80525PROJECT INFORMATIONFTC PARKWOOD2025 SHARP POINT DR., FT COLLINS, CO 8052520151294205KMKFREVDATEDESCRIPTIONBYA03/15/17ISSUED FOR REVIEWKMB07/31/17ISSUED FOR REVIEWKMC10/24/17SAC COMMENTSKMD01/30/18ISSUED FOR REVIEWJMS005/03/18ISSUED FOR FINALSM.G.105/09/18ISSUED FOR FINALSKM206/04/18ISSUED FOR FINALSKME05/06/19ISSUED FOR REVIEWKMF06/15/19ISSUED FOR REVIEWKMG08/08/19ISSUED FOR REVIEWPSWH10/11/19ISSUED FOR REVIEWPSWJ11/15/19CITY COMMENTSPSWK1/2/20CITY COMMENTSPSWL4/3/20CITY COMMENTSPSW35/29/20ISSUED FOR FINALPSW·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·REMOVE EXISTING WOOD AND CHAIN LINK FENCE ALONGFRONTAGE OF MIDPOINT DRIVE·INSTALL ±475' OF NEW WOOD FENCING ALONG FRONTAGE OFMIDPOINT DRIVE·INSTALL NEW ELECTRIC SERVICE·INSTALL NEW FIBER BACKHAUL·INSTALL NEW 10'-0" x 16'-0" CONCRETE SLABZONING:I, DEVELOPING INDUSTRIALPARCEL #:08720105013USE:UNMANNED COMMUNICATIONSNEW LEASE AREA:525 SQ. FT40° 33' 36.73" N (NAD83)105° 01' 40.04" W (NAD83)4893' (NAVD88)NEW BUILDCONSTRUCTION DRAWINGSSITE ACQUISITIONPINNACLE CONSULTING, INC1426 N MARVIN ST #101GILBERT, AZ 85233CONTACT: MICHELLE LAMOUREUXPHONE: (480) 664-9588 EXT 230PINNACLE CONSULTING, INC.1426 N MARVIN ST #101GILBERT, AZ. 85233CONTACT: KEVIN MILLERPHONE: (720) 296-6180SITE PHOTOSHEET TITLEPREPARED FOR:CHECKED BY:DRAWN BY:PROJECT NO:CONSULTING FIRM3 INVERNESS DRIVE E STE 200ENGLEWOOD, CO 80112Construction - Project Management - Site Development3131 S. VAUGHN WAY, #550AURORA, CO 80014FOR REVIEWONLY NOTFORCONSTRUCTIONSHEET NUMBERPENETRATIONS RRH ANTENNAS FIBER POWER HYBRID & COAX CABLES
JURISDICTION:GOVERNING CODES:CITY OF FORT COLLINS2012 IBC, 2012 IFC, 2012 IMC,2012 IECC, 2014 NECVERIZON WIRELESS3131 S. VAUGHN WAY #550AURORA, CO 80014CONTACT: KENT MCDERMOTTPHONE: (406) 941-2110VERIZON WIRELESS3131 S. VAUGHN WAY #550AURORA, CO 80014CONTACT: RAM NANDIRAJUPHONE: (303) 901-3092ALL BUILDING CODES LISTED ABOVESHALL INCLUDE AMENDMENTS BY THEGOVERNING JURISDICTIONSITE #: 39711820151294205PROJECT #: 20151294205 LEGAL DESCRIPTION:A parcel of land being Lot 13 and Lot 14 of thePlat of Prospect Industrial Park, recorded April25, 1979 Reception No. 303647 of the Recordsof Larimer County, situate within SectionTwenty (20), Township Seven North (T.7N.),Range Sixty-eight West (R.68W.), of the SixthPrincipal Meridian (6th P.M.), City of FortCollins, County of Larimer, State of ColoradoT-1PROJECT INFORMATIONGN-1GENERAL NOTESL-1TREE PROTECTION NOTES & TREE INVENTORYLS-1SITE SURVEYL-1TREE PROTECTION NOTES & TREE INVENTORYA-1SITE PLANA-2ENLARGED SITE PLAN AND ANTENNA PLANA-3DIMENSION CONTROL PLANA-4ELEVATIONSA-5DETAILSA-5.1DETAILSA-6DETAILSA-7DETAILSA-7.1DETAILSA-8DETAILSS-1STRUCTURAL DETAILSE-1SPECIFICATIONS & NOTESE-2POWER PLANE-3GROUNDING PLANE-4SITE UTILITY PLAN & GROUNDING DETAILS
PREPARED FOR:GN-1FTC PARKWOODGENERAL NOTESSOIL COMPACTION NOTES FOR SLAB ON GRADE:1.EXCAVATE AS REQUIRED TO REMOVE VEGETATION & TOPSOIL EXPOSEUNDISTURBED NATURAL SUBGRADE AND PLACE CRUSHED STONE ASREQUIRED.2a.COMPACTION CERTIFICATION: AN INSPECTION AND WRITTEN CERTIFICATIONBY A QUALIFIED GEOTECHNICAL TECHNICIAN OR ENGINEER IS ACCEPTABLE.2b.AS AN ALTERNATIVE TO ITEM 2a. THE "UNDISTURBED SOIL" BASE SHALL BECOMPACTED WITH "COMPACTION EQUIPMENT", LISTED BELOW, TO AT LEAST90% MODIFIED PROCTOR MAXIMUM DENSITY PER ASTM D 1557 METHOD C.2c.AS AN ALTERNATIVE TO ITEMS 2a AND 2b PROOFROLL THE SUBGRADESOILS WITH 5 PASSES OF A MEDIUM SIZED VIBRATORY PLATE COMPACTOR[SUCH AS BOMAG BPR 30/38] OR HAND-OPERATED SINGLE DRUMVIBRATORY ROLLER [SUCH AS BOMAG BW 55E]. ANY SOFT AREAS THAT AREENCOUNTERED SHOULD BE REMOVED AND REPLACED WITH A WELL-GRADEDGRANULAR FILL, AND COMPACTED AS STATED ABOVE.3.COMPACTED SUBBASE SHALL BE UNIFORM & LEVELED. PROVIDE 6"MINIMUM CRUSHED STONE OR GRAVEL COMPACTED IN 3" LIFTS ABOVECOMPACTED 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/GS/NSYMBOLSMAGLABOVE GRADE LEVELBTSBASE TRANSCEIVER STATION(E)EXISTINGNEW NEWMINMINIMUMN.T.S.NOT TO SCALEREFREFERENCERFRADIO FREQUENCYTYPTYPICALREQREQUIREDEGR EQUIPMENT GROUND RINGAWG AMERICAN WIRE GAUGECRGB MASTER GROUND BAR[MASTER GROUND BAR]EGEQUIPMENT GROUNDBCW BARE COPPER WIRESIAD SMART INTEGRATED ACCESS DEVICEGENGENERATORIGRINTERIOR GROUND RING [HALO]RBSRADIO BASE STATIONSOLID GROUND BUS BARSOLID NEUTRAL BUS BARSUPPLEMENTAL GROUND BAR2-POLE THERMAL-MAGNETICCIRCUIT BREAKERSINGLE-POLE THERMAL-MAGNETICCIRCUIT BREAKERCHEMICAL GROUND RODGROUND RODDISCONNECT SWITCHMETERCADWELD TYPE CONNECTIONCOMPRESSION TYPE CONNECTIONGROUNDING WIREABBREVIATIONSGENERAL NOTES:1.FOR THE PURPOSE OF CONSTRUCTION DRAWING, THE FOLLOWING DEFINITIONS SHALL APPLY: CONTRACTOR - GENERAL CONTRACTOR [CONSTRUCTION] OWNER - VERIZON WIRELESS OEM - ORIGINAL EQUIPMENT MANUFACTURE2.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 INDICATEDON THE DRAWINGS.6.DELETED.7.THE SUBCONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITHMANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE.8.IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THESUBCONTRACTOR 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, "GENERALCONSTRUCTION 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 BYSUBCONTRACTOR 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,UNLESSNOTED OTHERWISE3. REINFORCING STEEL SHALL CONFORM TO ASTM A 615, GRADE 60, DEFORMED UNLESS NOTED OTHERWISE4.THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS SHOWN OTHERWISE ON DRAWINGS:CONCRETE CAST AGAINST EARTH3 IN.CONCRETE EXPOSED TO EARTH OR WEATHER:#6 AND LARGER2 IN.#5 AND SMALLER & WWF 1-1/2 IN.CONCRETE NOT EXPOSED TO EARTH OR WEATHER, NOR CAST AGAINST THE GROUND:SLAB AND WALL3/4 IN.BEAMS AND COLUMNS1-1/2 IN.5. A 3/4" CHAMFER SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE, U.N.O., INACCORDANCE 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 THAN50 CUBIC YARDS [2012 IBC 1705.3[3]] IN THAT EVENT THE FOLLOWING RECORDS SHALL BEPROVIDED 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 GROUNDINGSYSTEM AND LIGHTNING PROTECTION SYSTEM [AS DESIGNED AND INSTALLED] FOR STRICTCOMPLIANCE WITH THE NEC [AS ADOPTED BY THE AHJ], THE SITE-SPECIFIC [UL, LPI, OR NFPA]LIGHTING PROTECTION CODE, AND GENERAL COMPLIANCE WITH TELCORDIA AND TIAGROUNDING STANDARDS. THE SUBCONTRACTOR SHALL REPORT ANY VIOLATIONS OR ADVERSEFINDINGS 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 ORBELOW 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 SHALLFURNISH AND INSTALL SUPPLEMENTAL GROUND ELECTRODES AS NEEDED TO ACHIEVE A TESTRESULT OF 5 OHMS OR LESS. TESTS SHALL BE PERFORMED IN ACCORDANCE WITH24782-000-3PS-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 WITHGREEN INSULATED SUPPLEMENTAL EQUIPMENT GROUND WIRES, 6 AWG STRANDED COPPER ORLARGER 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 USEDON ALL COMPRESSION AND BOLTED GROUND CONNECTIONS.8. ICE BRIDGE BONDING CONDUCTORS SHALL BE EXOTHERMICALLY BONDED OR BOLTED WITHSTAINLESS STEEL HARDWARE TO THE BRIDGE AND THE TOWER GROUND BAR.9. ALUMINUM CONDUCTOR OR COPPER CLAD STEEL CONDUCTOR SHALL NOT BE USED FOR GROUNDINGCONNECTIONS.10. MISCELLANEOUS ELECTRICAL AND NON-ELECTRICAL METAL BOXES, FRAMES AND SUPPORTSSHALL BE BONDED TO THE GROUND RING, IN ACCORDANCE WITH THE NEC.11. METAL CONDUIT AND TRAY SHALL BE GROUNDED AND MADE ELECTRICALLY CONTINUOUS WITHLISTED BONDING FITTINGS OR BY BONDING ACROSS THE DISCONTINUITY WITH 6 AWG COPPERWIRE UL APPROVED GROUNDING TYPE CONDUIT CLAMPS.12. GROUND CONDUCTORS USED IN THE FACILITY GROUND AND LIGHTNING PROTECTION SYSTEMSSHALL 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 LOCALCONDITIONS, NON-METALLIC MATERIAL SUCH AS PVC PLASTIC CONDUIT SHALL BE USED.WHERE USE OF METAL CONDUIT IS UNAVOIDABLE [E.G., NON-METALIC CONDUIT PROHIBITEDBY 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 GROUNDRING 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 BEINCREASED FROM 8 FEET TO 10 FEET.SITE WORK GENERAL NOTES:1.THE SUBCONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START OFCONSTRUCTION.2.ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES WHERE ENCOUNTERED IN THEWORK, SHALL BE PROTECTED AT ALL TIMES, AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THEWORK, SHALL BE RELOCATED AS DIRECTED BY THE SUBCONTRACTOR. EXTREME CAUTION SHOULD BE USEDBY THE SUBCONTRACTOR WHEN EXCAVATING OR DRILLING PIERS AROUND OR NEAR UTILITIES.SUBCONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING CREW. THIS WILL INCLUDE BUTNOT 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 FROMTHE SITE AND DISPOSED OF LEGALLY.5.ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES, WHICH INTERFERE WITH THEEXECUTION OF THE WORK, SHALL BE REMOVED AND/OR CAPPED, PLUGGED OR OTHERWISE DISCONTINUEDAT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVALOF 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 WIRELESSSPECIFICATION FOR SITE SIGNAGE.8.THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM THE BTS EQUIPMENT ANDTOWER AREAS.9.NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND. FROZEN MATERIALS, SNOWOR 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 FINISHEDSURFACE 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 PREVENTEROSION.12.SUBCONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION. EROSIONCONTROL MEASURES, IF REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE LOCALJURISDICTION'S GUIDELINES FOR EROSION AND SEDIMENT CONTROL.MASONRY NOTES:1. MASONRY WALLS SHALL BE CONSTRUCTED OF 8” STANDARD HOLLOW CONCRETE MASONRY UNITS SHALLCONFORMING 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 AFTERPOURING AND AGAIN ABOUT 5 MINUTES LATER. PROVIDE CLEANOUTS IF GROUT LIFT EXCEEDS 4'-0" IN BLOCKWALLS. MAXIMUM GROUT LIFT SHALL BE 8'-0". CONTROL JOINTS REQUIRED IN ALL WALLS GREATER THAN24'-0" IN LENGTH. SPACE CONTROL JOINTS AT 24'-0” MAXIMUM.ELECTRICAL INSTALLATION NOTES:1. WIRING, RACEWAY, AND SUPPORT METHODS AND MATERIALS SHALL COMPLY WITH THEREQUIREMENTS OF THE NEC AND TELCORDIA.2.SUBCONTRACTOR SHALL MODIFY EXISTING CABLE TRAY SYSTEM AS REQUIRED TO SUPPORTRF AND TRANSPORT CABLING TO THE NEW BTS EQUIPMENT. SUBCONTRACTOR SHALLSUBMIT MODIFICATIONS TO CONTRACTOR FOR APPROVAL.3. ALL CIRCUITS SHALL BE SEGREGATED AND MAINTAIN MINIMUM CABLE SEPARATION ASREQUIRED 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 BELABELED WITH COLOR-CODED INSULATION OR ELECTRICAL TAPE [3M BRAND, 1/2 INCHPLASTIC ELECTRICAL TAPE WITH UV PROTECTION, OR EQUAL]. THE IDENTIFICATION METHODSHALL CONFORM WITH NEC & OSHA, AND MATCH EXISTING INSTALLATION REQUIREMENTS.6. POWER PHASE CONDUCTORS [I.E., HOTS]SHALL BE LABELED WITH COLOR-CODEDINSULATION OR ELECTRICAL TAPE [3M BRAND, 1/2 INCH PLASTIC ELECTRICAL TAPE WITH UVPROTECTION, OR EQUAL]. PHASE CONDUCTOR COLOR CODES SHALL CONFORM WITH THENEC & OSHA AND MATCH EXISTING INSTALLATION REQUIREMENTS..7. ALL ELECTRICAL COMPONENTS SHALL BE CLEARLY LABELED WITH ENGRAVED LAMACOIDPLASTIC LABELS. ALL EQUIPMENT SHALL BE LABELED WITH THEIR VOLTAGE RATING, PHASECONFIGURATION, WIRE CONFIGURATION, POWER OR AMPACITY RATING, AND BRANCHCIRCUIT 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 TOOLTO REMOVE SHARP EDGES. USE LOW PROFILE TIE WRAPS.10.POWER, CONTROL, AND EQUIPMENT GROUND WIRING IN TUBING OR CONDUIT SHALL BESINGLE CONDUCTOR [12 AWG OR LARGER], 600 V, OIL RESISTANT THHN OR THWN-2, CLASS BSTRANDED COPPER CABLE RATED FOR 90 °C [WET AND DRY] OPERATION; LISTED ORLABELED FOR THE LOCATION AND RACEWAY SYSTEM USED, UNLESS OTHERWISE SPECIFIED.11.SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED INDOORS SHALL BE SINGLECONDUCTOR [6 AWG OR LARGER], 600 V, OIL RESISTANT THHN OR THWN-2 GREENINSULATION, CLASS B STRANDED COPPER CABLE RATED FOR 90 °C [WET AND DRY]OPERATION; LISTED OR LABELED FOR THE LOCATION AND RACEWAY SYSTEM USED, UNLESSOTHERWISE SPECIFIED.12.SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED OUTDOORS, OR BELOW GRADE,SHALL BE SINGLE CONDUCTOR 2 AWG SOLID TINNED COPPER CABLE, UNLESS OTHERWISESPECIFIED.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 COPPERCABLE RATED FOR 90 °C [WET AND DRY] OPERATION; WITH OUTER JACKET; LISTED ORLABELED FOR THE LOCATION USED, UNLESS OTHERWISE SPECIFIED.14.ALL POWER AND GROUNDING CONNECTIONS SHALL BE CRIMP-STYLE, COMPRESSION WIRELUGS AND WIRENUTS BY THOMAS AND BETTS [OR EQUAL]. LUGS AND WIRENUTS SHALL BERATED 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 INACCORDANCE 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 PVCSCHEDULE 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 RIGIDNONMETALLIC CONDUIT [RIGID PVC, SCHEDULE 40] SHALL BE USED FOR CONCEALED INDOORLOCATIONS.19.GALVANIZED STEEL INTERMEDIATE METALLIC CONDUIT [IMC] SHALL BE USED FOR OUTDOORLOCATIONS 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 VEHICLETRAFFIC OR ENCASED IN REINFORCED CONCRETE IN AREAS OF HEAVY VEHICLE TRAFFIC.21.LIQUID-TIGHT FLEXIBLE METALLIC CONDUIT [LIQUID-TITE FLEX] SHALL BE USED INDOORS ANDOUTDOORS, WHERE VIBRATION OCCURS OR FLEXIBILITY IS NEEDED.22.CONDUIT AND TUBING FITTINGS SHALL BE THREADED OR COMPRESSION-TYPE ANDAPPROVED FOR THE LOCATION USED. SETSCREW FITTINGS ARE NOT ACCEPTABLE.23.CABINETS, BOXES, AND WIREWAYS SHALL BE LISTED OR LABELED FOR ELECTRICAL USE INACCORDANCE WITH NEMA, UL, ANSI/IEEE, AND NEC.24.CABINETS, BOXES, AND WIREWAYS TO MATCH THE EXISTING INSTALLATION WHEREPOSSIBLE.25.WIREWAYS SHALL BE EPOXY-COATED [GRAY] AND INCLUDE A HINGED COVER, DESIGNED TOSWING OPEN DOWNWARD; SHALL BE PANDUIT TYPE E [OR EQUAL]; AND RATED NEMA 1 [ORBETTER] INDOORS, OR NEMA 3R [OR BETTER] OUTDOORS.26.EQUIPMENT CABINETS, TERMINAL BOXES, JUNCTION BOXES, AND PULL BOXES SHALL BEGALVANIZED OR EPOXY-COATED SHEET STEEL, SHALL MEET OR EXCEED UL 50, AND RATEDNEMA 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 OS2; AND RATED NEMA 1 [OR BETTER] INDOORS, OR WEATHER PROTECTED [WP OR BETTER]OUTDOORS.29.THE SUBCONTRACTOR SHALL NOTIFY AND OBTAIN NECESSARY AUTHORIZATION FROM THEOWNER BEFORE COMMENCING WORK ON THE AC POWER DISTRIBUTION PANELS.30.THE SUBCONTRACTOR SHALL PROVIDE NECESSARY TAGGING ON THE BREAKERS, CABLESAND DISTRIBUTION PANELS IN ACCORDANCE WITH THE APPLICABLE CODS AND STANDARDSTO SAFEGUARD AGAINST LIFE AND PROPERTY.GENERAL NOTES12025 SHARP POINT DR.,FT COLLINS, CO 80525NEW VZW525 SQ. FT.LEASEAREANEW VZW7789 SQ. FT.ACCESS/UTILITYEASEMENTNEW VZW393 SQ. FT.UTILITYEASEMENTNEW LEASE AND EASEMENT COLOR LEGENDACCESS UTILITY EASEMENTANTENNASDC POWEREXISTING EASEMENTFIBERHYBRID & COAX CABLESLEASE AREANEW WORK_UTILITY EASEMENTPENETRATIONSRRHSWALL HATCHNEW WORK COLOR LEGENDKMKF20151294205REVDATEDESCRIPTIONBYA03/15/17ISSUED FOR REVIEWKMB07/31/17ISSUED FOR REVIEWKMC10/24/17SAC COMMENTSKMD01/30/18ISSUED FOR REVIEWJMS005/03/18ISSUED FOR FINALSM.G.105/09/18ISSUED FOR FINALSKM206/04/18ISSUED FOR FINALSKME05/06/19ISSUED FOR REVIEWKMF06/15/19ISSUED FOR REVIEWKMG08/08/19ISSUED FOR REVIEWPSWH10/11/19ISSUED FOR REVIEWPSWJ11/15/19CITY COMMENTSPSWK1/2/20CITY COMMENTSPSWL4/3/20CITY COMMENTSPSW35/29/20ISSUED FOR FINALPSWSHEET TITLEPREPARED FOR:CHECKED BY:DRAWN BY:PROJECT NO:CONSULTING FIRM3 INVERNESS DRIVE E STE 200ENGLEWOOD, CO 80112Construction - Project Management - Site Development3131 S. VAUGHN WAY, #550AURORA, CO 80014FOR REVIEWONLY NOTFORCONSTRUCTIONSHEET NUMBERPENETRATIONS RRH ANTENNAS FIBER POWER HYBRID & COAX CABLES
PREPARED FOR:L-1FTC PARKWOODTREE PROTECTIONNOTES & TREEINVENTORY2025 SHARP POINT DR.,FT COLLINS, CO 80525KMKF20151294205CITY OF FORT COLLINS TREE PROTECTION NOTES:Tree Diameter at Breast Height (inches) Auger Distance From Face of Tree (feet)0-2 13-4 25-9 510-14 1015-19 12Over 19151.ALL EXISTING TREES WITHIN THE LIMITS OF THE DEVELOPMENTAND WITHIN ANY NATURAL AREA BUFFER ZONES SHALL REMAINAND BE PROTECTED UNLESS NOTED ON THESE PLANS FORREMOVAL.2.WITHIN THE DRIP LINE OF ANY PROTECTED EXISTING TREE,THERE SHALL BE NO CUT OR FILL OVER A FOUR-INCH DEPTHUNLESS A QUALIFIED ARBORIST OR FORESTER HASEVALUATED AND APPROVED THE DISTURBANCE.3.ALL PROTECTED EXISTING TREES SHALL BE PRUNED TO THECITY OF FORT COLLINS FORESTRY STANDARDS. TREE PRUNINGAND REMOVAL SHALL BE PERFORMED BY A BUSINESS THATHOLDS A CURRENT CITY OF FORT COLLINS ARBORIST LICENSEWHERE REQUIRED BY CODE.4.PRIOR TO AND DURING CONSTRUCTION, BARRIERS SHALL BEERECTED AROUND ALL PROTECTED EXISTING TREES WITHSUCH BARRIERS TO BE OF ORANGE FENCING A MINIMUM OFFOUR (4) FEET IN HEIGHT, SECURED WITH METAL T-POSTS, NOCLOSER THAN SIX (6) FEET FROM THE TRUNK OR ONE-HALF (½)OF THE DRIP LINE, WHICHEVER IS GREATER. THERE SHALL BENO STORAGE OR MOVEMENT OF EQUIPMENT, MATERIAL,DEBRIS OR FILL WITHIN THE FENCED TREE PROTECTION ZONE.5.DURING THE CONSTRUCTION STAGE OF DEVELOPMENT, THEAPPLICANT SHALL PREVENT THE CLEANING OF EQUIPMENT ORMATERIAL OR THE STORAGE AND DISPOSAL OF WASTEMATERIAL SUCH AS PAINTS, OILS, SOLVENTS, ASPHALT,CONCRETE, MOTOR OIL OR ANY OTHER MATERIAL HARMFUL TOTHE LIFE OF A TREE WITHIN THE DRIP LINE OF ANY PROTECTEDTREE OR GROUP OF TREES.6.NO DAMAGING ATTACHMENT, WIRES, SIGNS OR PERMITS MAYBE FASTENED TO ANY PROTECTED TREE.7.LARGE PROPERTY AREAS CONTAINING PROTECTED TREESAND SEPARATED FROM CONSTRUCTION OR LAND CLEARINGAREAS, ROAD RIGHTS-OF-WAY AND UTILITY EASEMENTS MAYBE "RIBBONED OFF," RATHER THAN ERECTING PROTECTIVEFENCING AROUND EACH TREE AS REQUIRED IN SUBSECTION(G)(3) ABOVE. THIS MAY BE ACCOMPLISHED BY PLACING METALT-POST STAKES A MAXIMUM OF FIFTY (50) FEET APART ANDTYING RIBBON OR ROPE FROM STAKE-TO-STAKE ALONG THEOUTSIDE PERIMETERS OF SUCH AREAS BEING CLEARED.8.THE INSTALLATION OF UTILITIES, IRRIGATION LINES OR ANYUNDERGROUND FIXTURE REQUIRING EXCAVATION DEEPERTHAN SIX (6) INCHES SHALL BE ACCOMPLISHED BY BORINGUNDER THE ROOT SYSTEM OF PROTECTED EXISTING TREES ATA MINIMUM DEPTH OF TWENTY-FOUR (24) INCHES. THE AUGERDISTANCE IS ESTABLISHED FROM THE FACE OF THE TREE(OUTER BARK) AND IS SCALED FROM TREE DIAMETER ATBREAST HEIGHT AS DESCRIBED IN THE CHART BELOW:9.ALL TREE REMOVAL SHOWN SHALL BE COMPLETED OUTSIDEOF THE SONGBIRD NESTING SEASON (FEB 1 - JULY 31) ORCONDUCT A SURVEY OF TREES ENSURING NO ACTIVE NESTS INTHE AREA.GENERAL NOTES1EXISTING TREE INVENTORY:EXISTING TREE INVENTORY SITE PLAN:REVDATEDESCRIPTIONBYA03/15/17ISSUED FOR REVIEWKMB07/31/17ISSUED FOR REVIEWKMC10/24/17SAC COMMENTSKMD01/30/18ISSUED FOR REVIEWJMS005/03/18ISSUED FOR FINALSM.G.105/09/18ISSUED FOR FINALSKM206/04/18ISSUED FOR FINALSKME05/06/19ISSUED FOR REVIEWKMF06/15/19ISSUED FOR REVIEWKMG08/08/19ISSUED FOR REVIEWPSWH10/11/19ISSUED FOR REVIEWPSWJ11/15/19CITY COMMENTSPSWK1/2/20CITY COMMENTSPSWL4/3/20CITY COMMENTSPSW35/29/20ISSUED FOR FINALPSWSHEET TITLEPREPARED FOR:CHECKED BY:DRAWN BY:PROJECT NO:CONSULTING FIRM3 INVERNESS DRIVE E STE 200ENGLEWOOD, CO 80112Construction - Project Management - Site Development3131 S. VAUGHN WAY, #550AURORA, CO 80014FOR REVIEWONLY NOTFORCONSTRUCTIONSHEET NUMBERPENETRATIONS RRH ANTENNAS FIBER POWER HYBRID & COAX CABLES
=4893.48
=4892.08
PV=4894.73
BLDG=4905.16
BLDG=4904.48
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489
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NG=4893.56
NG=
4893.3
0
NG=
4892.99
NG=
4893.
8
9
NG=4893.88NG=
4
8
9
4
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4
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NG=4894.24
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NG=489
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NG=4894.36
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NG=4896.10
NG=4894.31
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3
4
EP=4895.74
EP=4896.90
NG=4894.78NG=4894.73NG=4895.57
TOE=4895.34
TOP=4896.70
TOE=4895.32
EDR=4895.20EDR1=4894.92CON
C=4895.61FV
SET
NG=
4895.53
NG=4896.41TBC=4894.26TBC=4894.28
TBC=4893.90TBC=4893.34
TBC=4892.50
TBC=4892.52
TBC=
4892.5
9TBC=4893.98GM
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APN: 8720105013APN: 8720106001
APN: 8720105011
APN:
8
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(E) UTILITY
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L1L=70.75,R=248.98D=16°16'52"
L=23.56, R=15.00
D=89°59'33"N0° 13' 25"W238.55'L=206.18,R=743.05D=15°53'54"245.83'275.13'S
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57"
E 520.96'
S73° 5
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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
P.O.C.
(P) 10' UTILITY EASEMENT
(P) LEASE AREA 1
(P) LEASE AREA 2
NG=
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(E) 40' TREE
(E) 40' TREE
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P.O.B. (P) LESSEE
LEASE AREA #1
P.O.B. (P) 10' LESSEE
UTILITY ESMT. #1
(P) LESSEE LEASE AREA #1
(P) POLE LOCATION
(CENTER OF GEODETIC COORDINATES)
(P) 10' LESSEE
UTILITY ESMT. #1
NATURAL GROUND
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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' 36.73" NORTH (NAD83)
LONGITUDE 105° 01' 40.04" 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
10
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
COLO R A D O LICE
N
S
EDPROFESS
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NAL LA N D S URVEYORRYA N L . FID
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PROSPECT RD.TIMBERLINE RD.9
11
DRAKE RD.
SHARP POINT DR.MIDPO
IN
T
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.
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
NATURAL GRADENG
TOP OF BUILDINGBLDG
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
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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 #1 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
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
11 11/23/20 REVISION
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; NORTH 42°37'03" WEST, 15.00 FEET; THENCE SOUTH 47°22'57" WEST,
2.57 FEET TO THE POINT OF BEGINNING;
THENCE SOUTH 47°22'57" WEST, 8.00 FEET; THENCE NORTH 42°36'37" WEST, 6.00
FEET; THENCE NORTH 47°22'57" EAST, 8.00 FEET; THENCE SOUTH 42°36'37" EAST, 6.00
FEET TO THE POINT OF BEGINNING.
LESSEE LEASE AREA #2 LEGAL DESCRIPTION
POINT OF COMMENCEMENT
POINT OF BEGINNING
LINE TABLE
LINE
L1
L2
L3
L4
L5
L6
L7
L8
L9
L10
L11
L12
L13
L14
LENGTH
97.62
194.56
35.00
8.29
6.71
35.00
15.00
42.24
15.00
2.57
8.00
6.00
8.00
6.00
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
N42° 37' 03"W
S47° 22' 57"W
S47° 22' 57"W
N42° 36' 37"W
N47° 22' 57"E
S42° 36' 37"E
FV SF
V
SE
T
GMWVWVROWROWROWROWROWROWROWROWROWFO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
UG
UGUGUG UGUGUGUGUGF
F XXXXX
X
X
X
XXXXXXXXXXX XXXXXXXXXXXXXXXXX
X
X
X WWWWWWW WWWWW
WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWTX/RX2
TX/RX1
TX MON2TX MON1
TX/RX2
TX/RX1
TX MON2TX MON1
TX/RX2
TX/RX1 TX MON2TX MON1A-1FTC PARKWOODSITE PLANSITE PLAN110'0"20'20'24"x36" SCALE: 1" = 20'11"x17" SCALE: 1" = 40'CLE SUL
A
CLE CONSULTING, INC.
INC. PINNACLE CON
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E CO.APN: 08720105013ZONING: I,DEVELOPINGINDUSTRIALNEW VERIZON WIRELESSEQUIPMENT LEASE AREA -15'-0"X35'-0"2025 SHARP POINT DR.,FT COLLINS, CO 80525NEW VERIZONWIRELESS 2' x 3'FIBER VAULTNEW 10'-0" VERIZONWIRELESS UTILITYEASEMENTNEW 65'-0" CO-LOCATABLEMONOPINE FOR NEWVERIZON ANTENNASOLDLOTLINEMIDPOINT DRIVESHARP POINT DRIVEEXISTING 60'-0"R.O.W.EXISTINGPARKINGNEW 66'-0" R.O.W.IN REGARDS TO CONSTRUCTION OF THIS SITE, THE PUBLICRIGHT-OF-WAY SHALL NOT BE USED FOR STAGING OR STORAGE OFMATERIALS OR EQUIPMENT ASSOCIATED WITH THE DEVELOPMENT, NORSALL IT BE USED FOR PARKING BY ANY CONTRACTORS,SUBCONTRACTORS, OR OTHER PERSONNEL WORKING FOR OR HIRED BYTHE DEVELOPER TO CONSTRUCT DEVELOPMENTTOWER SETBACKNORTH125'-11"EAST115'-9"SOUTH215'-0"WEST65'-3"NEW UG CONDUIT FOR NEWPOWER (BY UTILITY COMPANY)NEW TRANSFORMER (BYUTILITY COMPANY) IN 10'-0"VERIZON UTILITY EASEMENTEXISTING 150 KVATRANSFORMERNEW VZW525 SQ.FT. LEASEAREANEW VZW7789 SQ. FT.ACCESS/UTILITYEASEMENTNEW VZW393 SQ. FT.UTILITYEASEMENTNEW LEASE AND EASEMENT COLOR LEGENDKMKF20151294205EXISTING TREE (TYP.) NOTE: EXISTINGTREES TO REMAIN AND BE PROTECTEDEXISTING BUILDING66'-0"
60'-0"10'-0"EXISTINGFIELDEXISTING BUILDING341'-8"EXISTING FENCING AND GATEEXISTING 15'UTILITY EASEMENT1L-13A-26A-89'-0"EXISTING 9'-0"UTILITY EASEMENTEXISTING 8" PVCSANITARY LINEEXISTING 18" RCP STORM LINE WITH COMBO CURBINLETS TO REMAINEXISTING 6" DIPABANDONEDWATER LINEEXISTING 12" DIPWATER LINE TO REMAINEXISTING 8" PVCWATER LINE TOREMAINEXISTING 6" WATER LINEFOR FIRE SERVICE15'EXISTING LOT LINE(TYP..)PROPOSED EMERGENCYACCESSPROPOSED DRAINAGEEASEMENTGENERAL LOCATION OF SIGNAGE FOREMERGENCY VEHICLE ACCESS (BYOTHERS)REVDATEDESCRIPTIONBYA03/15/17ISSUED FOR REVIEWKMB07/31/17ISSUED FOR REVIEWKMC10/24/17SAC COMMENTSKMD01/30/18ISSUED FOR REVIEWJMS005/03/18ISSUED FOR FINALSM.G.105/09/18ISSUED FOR FINALSKM206/04/18ISSUED FOR FINALSKME05/06/19ISSUED FOR REVIEWKMF06/15/19ISSUED FOR REVIEWKMG08/08/19ISSUED FOR REVIEWPSWH10/11/19ISSUED FOR REVIEWPSWJ11/15/19CITY COMMENTSPSWK1/2/20CITY COMMENTSPSWL4/3/20CITY COMMENTSPSW35/29/20ISSUED FOR FINALPSWSHEET TITLEPREPARED FOR:CHECKED BY:DRAWN BY:PROJECT NO:CONSULTING FIRM3 INVERNESS DRIVE E STE 200ENGLEWOOD, CO 80112Construction - Project Management - Site Development3131 S. VAUGHN WAY, #550AURORA, CO 80014FOR REVIEWONLY NOTFORCONSTRUCTIONSHEET NUMBERPENETRATIONS RRH ANTENNAS FIBER POWER HYBRID & COAX CABLES
±475'-0" OF NEW WOOD FENCING 2'-0" INSIDE THE PROPERTYFROM R.O.W. LINE. NEW 6'-0" TALL FENCE TO MATCH EXISTINGWOOD FENCE TO BE REMOVED. TYPICAL ON ALL FENCING INSIDEOF THE R.O.W. (NEW WOODEN FENCE TO BE STAINED TO MATCHEXISTING WOODEN FENCE THAT IS BEING REMOVED)1A-7.1EXISTING WOOD AND CHAIN LINK FENCINGALONG FRONTAGE TO BE REMOVED ANDREPLACED WITH NEW WOOD FENCE TOMATCH EXISTING WOOD FENCE.65'-3"
S
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C
K
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W
.2'-4"3
5
'
-
0
"15'-0"8
'
-
0
"6'-0"NEW VERIZON WIRELESSMONOPINE LEASE AREA -6'-0"X8'-0"
XXXXXXXXXXXXUGUGUGUGFFFFFFFFFFFFUGUGUGUGUGUGTX/RX2TX/RX1TX MON2TX MON1TX/RX2TX/RX1TX MON2TX MON1TX/RX2TX/RX1TX MON2TX MON1AZIMUTH 240°AZIMUTH 0°(2) NEW VERIZONOVP MOUNTED ONANTENNA MOUNTNEW VERIZONREMOTE RADIOHEAD, STACKED, (4)PER SECTOR FOR (3)SECTORSNEW VERIZONSECTOR FRAMEW/ (4) ANTENNAPIPE MOUNTSNEW VERIZON PANELANTENNAS (4) PERSECTOR FOR (3)SECTORS*NOTE:·ALL AZIMUTHS SHOWN ARE RELATIVE TO TRUENORTH, UNLESS NOTED OTHERWISE·IT SHALL BE THE CONTRACTORS RESPONSIBILITYTO VERIFY AZIMUTHS DEPICTED HEREIN WITH RFDEPARTMENT PRIOR TO INSTALLING ANTENNASA-2FTC PARKWOODENLARGED SITE PLANAND ANTENNA PLANNEW 65'-0"TALLCO-LOCATABLEMONOPINECLE SULA CLE CONSULTING, INC. INC. PINNACLE CONNACLE CONSULTINING, INC. PINNAC. PIN E CO.CLE SULACLE CONSULTI
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NE CO.11"x17" SCALE: 3/16" = 1'-0"24"x36" SCALE: 3/8" = 1' 11"x17" SCALE: 3/16" = 1'-0"24"x36" SCALE: 3/8" = 1'-0" ENLARGED SITE PLAN32025 SHARP POINT DR.,FT COLLINS, CO 80525NOTE:ALL AZIMUTHS SHOWN ARE RELATIVE TO TRUE NORTH, UNLESSNOTED OTHERWISE*IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFYAZIMUTHS DEPICTED HEREIN WITH RF DEPARTMENT PRIOR TOINSTALLING ANTENNAS.NEW COAXIAL CABLE TABLESECTORLENGTHQTY.SIZETYPEALPHA±100'21-1/4"ØHYBRID CABLEBETAGAMMANEW ANTENNA TABLESECTORRAD CENTERAZIMUTHQTY.MOUNTTYPEANTENNA TYPEALPHA57'-0"0°4SECTORFRAMEPANELBETA57'-0"120°4GAMMA57'-0"240°4OUTLINE OFNEW MONOPINE4A-58A-55A-54A-6AZIMUTH 120°7'-2" TYP.2'-0"TYP2'-0"TYP2'-0"TYP1A-5NEW 65'-0" TALLCO-LOCATABLEMONOPINENEW VERIZON GPS ANTENNANEW VERIZON FIBER JUNCTIONBOX ON NEW UNI-STRUTNEW VERIZON 200A OUTDOORRATED INTEGRATED LOAD CENTERON NEW UNI-STRUTNEW VERIZON WIRELESS EQUIPMENT LEASEAREA - 15'-0"X35'-0"NEW 8'-0" TALL WOODEN FENCE(15'-0" X 35'-0") PAINTED DESERTTAN OR EQUIVALENTNEW VERIZON 9'-0" x 10'-6" STEEL CANOPYPAINTED DESERT TAN OR EQUIVALENTNEW 30KW VERIZON DIESELGENERATOR MOUNTED TO NEWCONCRETE PADNEW VERIZON ELECTRICALMETER MOUNTED TO EXTERIOROF NEW FENCE WITH UNI-STRUTNEW VERIZON ELECTRICALDISCONNECT MOUNTED TOEXTERIOR OF NEW FENCEWITH UNI-STRUTNEW 12'-0" ACCESS GATES3A-71S-11A-85A-8NEW TECH LIGHTING MOUNTED TONEW CANOPY POSTNEW GRAVELAREANEW 10'-0" UTILITYEASEMENT3A-7NEW VERIZON 10'-0"x16'-0" CONCRETEPAD WITH PREFABRICATED SUN-WEST2-BAY PLINTHNEW VERIZON RFCABINETNEW VERIZON PDFCABINET1A-63A-6NEW TRANSFORMER BYUTILITY COMPANY INSIDE10'-0" UTILITY EASEMENTNEW POWERWIRING FROMNEWTRANSFORMERNEW FIBER5A-8NEW TECH LIGHTING MOUNTED TONEW CANOPY POSTNEW VZW525 SQ. FT.LEASEAREANEW VZW7789 SQ. FT.ACCESS/UTILITYEASEMENTNEW VZW393 SQ. FT.UTILITYEASEMENTNEW LEASE AND EASEMENT COLOR LEGENDHATCHINGINDICATES 3'-0"OF AIRSPACEAROUND NEWGENERATOR(TYP.)TRENCH NEW POWER TO ILC,GENERATOR & EQUIPMENT CABINETHATCH INDICATES 3' OF AIRSPACE INFRONT OF NEW ILC3'-0"ANY EQUIPMENT INSIDE THEEQUIPMENT COMPOUNDTHAT IS VISIBLE ABOVE THENEW FENCE SHALL BEPAINTED DESERT TAN OREQUIVALENT.KMKF20151294205PROPOSED DRAINAGEEASEMENT2A-72A-72A-71A-8ANTENNA PLAN21A-7NEW 20'x41'GRAVEL AREAOUTSIDE OF COMPOUND1A-7CABLING DETAILS1REVDATEDESCRIPTIONBYA03/15/17ISSUED FOR REVIEWKMB07/31/17ISSUED FOR REVIEWKMC10/24/17SAC COMMENTSKMD01/30/18ISSUED FOR REVIEWJMS005/03/18ISSUED FOR FINALSM.G.105/09/18ISSUED FOR FINALSKM206/04/18ISSUED FOR FINALSKME05/06/19ISSUED FOR REVIEWKMF06/15/19ISSUED FOR REVIEWKMG08/08/19ISSUED FOR REVIEWPSWH10/11/19ISSUED FOR REVIEWPSWJ11/15/19CITY COMMENTSPSWK1/2/20CITY COMMENTSPSWL4/3/20CITY COMMENTSPSW35/29/20ISSUED FOR FINALPSWSHEET TITLEPREPARED FOR:CHECKED BY:DRAWN BY:PROJECT NO:CONSULTING FIRM3 INVERNESS DRIVE E STE 200ENGLEWOOD, CO 80112Construction - Project Management - Site Development3131 S. VAUGHN WAY, #550AURORA, CO 80014FOR REVIEWONLY NOTFORCONSTRUCTIONSHEET NUMBERPENETRATIONS RRH ANTENNAS FIBER POWER HYBRID & COAX CABLES
2'-4"6'-7"8'-0"6'-0"41'-0"20'-0"NEW VERIZON WIRELESSMONOPINE LEASE AREA -6'-0"x8-0"2'-7"(2) NEW VERIZON HYBRID CABLE(S) ROUTED IN (N)UNDERGROUND CONDUITS TO NEW MONOPINE1A-5.1
XXXXXXXXXXXXXXXXXXUGUGUGUGUGUGUGUGUGUGUGUGUGUGUGUGUGA-3DIMENSION CONTROLPLAN11"x17" SCALE: 1/4" = 1'-0"24"x36" SCALE: 1/2" = 1'-0" FTC PARKWOOD2025 SHARP POINT DR.,FT COLLINS, CO 80525DIMENSION CONTROL PLAN1CLE SULACLE CONSULTI
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NNAC. PI
NE CO.KMKF2015129420535'-0" EQUIPMENT LEASE AREA4'-6"9"14'-6"2'-3"5'-3" - CL OF TOWER 5'-9" - CL OF TOWER11'-0" CANOPY6'-8"3'-8"4'-8"1'-9"
9'-7" CANOPY
15'-0" EQUIPMENT LEASE AREA 21'-5"12'-0" ACCESS GATES1'-7"2'-3"11'-0" CONCRETE PAD 1'-9"7'-5" - CL OF TOWER7'-1"10'-0" CONCRETE PAD16'-0" CONCRETE PAD10'-0" UTILITY EASEMENT4"20'-6" CABLE TRAY6'-7" CABLE TRAY 41'-0" GRAVELED AREA OUTSIDE OF COMPOUND20'-0" GRAVELED AREA OUTSIDE OF COMPOUND
REVDATEDESCRIPTIONBYA03/15/17ISSUED FOR REVIEWKMB07/31/17ISSUED FOR REVIEWKMC10/24/17SAC COMMENTSKMD01/30/18ISSUED FOR REVIEWJMS005/03/18ISSUED FOR FINALSM.G.105/09/18ISSUED FOR FINALSKM206/04/18ISSUED FOR FINALSKME05/06/19ISSUED FOR REVIEWKMF06/15/19ISSUED FOR REVIEWKMG08/08/19ISSUED FOR REVIEWPSWH10/11/19ISSUED FOR REVIEWPSWJ11/15/19CITY COMMENTSPSWK1/2/20CITY COMMENTSPSWL4/3/20CITY COMMENTSPSW35/29/20ISSUED FOR FINALPSWSHEET TITLEPREPARED FOR:CHECKED BY:DRAWN BY:PROJECT NO:CONSULTING FIRM3 INVERNESS DRIVE E STE 200ENGLEWOOD, CO 80112Construction - Project Management - Site Development3131 S. VAUGHN WAY, #550AURORA, CO 80014FOR REVIEWONLY NOTFORCONSTRUCTIONSHEET NUMBERPENETRATIONS RRH ANTENNAS FIBER POWER HYBRID & COAX CABLES
REVDATEDESCRIPTIONBYA03/15/17ISSUED FOR REVIEWKMB07/31/17ISSUED FOR REVIEWKMC10/24/17SAC COMMENTSKMD01/30/18ISSUED FOR REVIEWJMS005/03/18ISSUED FOR FINALSM.G.105/09/18ISSUED FOR FINALSKM206/04/18ISSUED FOR FINALSKME05/06/19ISSUED FOR REVIEWKMF06/15/19ISSUED FOR REVIEWKMG08/08/19ISSUED FOR REVIEWPSWH10/11/19ISSUED FOR REVIEWPSWJ11/15/19CITY COMMENTSPSWK1/2/20CITY COMMENTSPSWL4/3/20CITY COMMENTSPSW35/29/20ISSUED FOR FINALPSWSHEET TITLEPREPARED FOR:CHECKED BY:DRAWN BY:PROJECT NO:CONSULTING FIRM3 INVERNESS DRIVE E STE 200ENGLEWOOD, CO 80112Construction - Project Management - Site Development3131 S. VAUGHN WAY, #550AURORA, CO 80014FOR REVIEWONLY NOTFORCONSTRUCTIONSHEET NUMBERPENETRATIONS RRH ANTENNAS FIBER POWER HYBRID & COAX CABLES
2'-7"8'-0" MONOPINE LEASE AREA6'-0" MONOPINE LEASE AREA
X X
SHEET TITLEPREPARED FOR:CHECKED BY:DRAWN BY:PROJECT NO:CONSULTING FIRM3 INVERNESS DRIVE E STE 200ENGLEWOOD, CO 80112Construction - Project Management - Site Development3131 S. VAUGHN WAY, #550AURORA, CO 80014FOR REVIEWONLY NOTFORCONSTRUCTIONSHEET NUMBERPENETRATIONS RRH ANTENNAS FIBER POWER HYBRID & COAX CABLES
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-4FTC PARKWOODELEVATIONSEXISTING GRADE0'-0" A.G.L. -- 4893'-0" NAVD88NEW VERIZON CABINETSMOUNTED TO NEW STEEL PLINTH(2) NEW VERIZON OVPMOUNTED ONANTENNA MOUNTNEW VERIZONREMOTE RADIO HEAD,(4) PER SECTOR FOR(3) SECTORSNEW VERIZONSECTOR FRAME W/(4)ANTENNA PIPEMOUNTSNEW VERIZONANTENNAS (4) PERSECTOR FOR (3)SECTORS2A-53A-63A-54A-62A-62A-24A-55A-5NEW EAST ELEVATION2NEW SOUTH ELEVATION1NEW 65'-0" TALLCO-LOCATABLE MONOPINE*MONOPINE NOTE:·ANTENNAS TO BE ENCLOSED IN RF FRIENDLY SOCKTO MATCH COLOR OF MONOPINE·FAUX BARK TO BE INSTALLED THROUGHOUTENTIRE TOWER HEIGHT*MONOPINE NOTE:·ANTENNAS TO BE ENCLOSED IN RF FRIENDLY SOCKTO MATCH COLOR OF MONOPINE·FAUX BARK TO BE INSTALLED THROUGHOUTENTIRE TOWER HEIGHT(2) NEW VERIZONHYBRID CABLE(S)ROUTED ALONGINTERIOR OF NEWMONOPINE8A-52025 SHARP POINT DR.,FT COLLINS, CO 80525NEW VERIZON GPS ANTENNA1A-5NEW 30KW VERIZON DIESELGENERATOR ON NEW CONCRETESLABNEW 10'-0" TALL VERIZON CANOPYPAINTED DESERT TAN OREQUIVALENTNEW VERIZONFIBER JUNCTIONBOX ON NEWH-FRAMENEW VERIZON 200AOUTDOOR RATEDINTEGRATED LOADCENTER ON NEWH-FRAMETOP OF NEW MONPINEELEVATION 65'-0" A.G.L -- 4958'-0" NAVD88CENTERLINE OF NEW VERIZON ANTENNAS57'-0" A.G.L -- 4950'-0" NAVD88TOP OF NEW VERIZON ANTENNASELEVATION 60'-0" A.G.L -- 4953'-0" NAVD88NEW VERIZON 8'-0"TALL PAINTEDWOODEN FENCEENCLOSURE PAINTEDDESERT TAN OREQUIVALENTEXISTING TREES TO REMAIN3A-71S-1NEW ELECTRICALMETER ANDDISCONNECTMOUNTED TO NEWFENCE W/ UNISTRUTTOP OF NEW MONPINEELEVATION 65'-0" A.G.L -- 4958'-0" NAVD88CENTERLINE OF NEW VERIZON ANTENNAS57'-0" A.G.L -- 4950'-0" NAVD88TOP OF NEW VERIZON ANTENNASELEVATION 60'-0" A.G.L -- 4953'-0" NAVD88(2) NEW VERIZON OVPMOUNTED ONANTENNA MOUNTNEW VERIZONREMOTE RADIO HEAD,(4) PER SECTOR FOR(3) SECTORSNEW VERIZON ANTENNAS (4)PER SECTOR FOR (3) SECTORS3A-52A-24A-55A-58A-5(2) NEW VERIZON HYBRID CABLE(S) ROUTEDALONG INTERIOR OF NEW MONOPINENEW VERIZON GPSANTENNA1A-5NEW 10'-0" TALL VERIZON CANOPY (PAINTED DESERTTAN OR EQUIVALENT)1S-1NEW VERIZON 200A OUTDOORRATED INTEGRATED LOADCENTER AND NEW FIBERJUNCTION BOX ON NEWH-FRAMENEW 65'-0" TALLCO-LOCATABLEMONOPINE(2) NEW VERIZON HYBRID CABLE(S) ROUTED IN (N)UNDERGROUND CONDUITS TO NEW MONOPINE0'-0" A.G.L. -- 4893'-0" NAVD88NEW VERIZON FIBER JUNCTION BOXON NEW H-FRAMENEW VERIZON 200A OUTDOOR RATEDINTEGRATED LOAD CENTER ON NEWH-FRAMENEW ELECTRICAL METER ANDDISCONNECT MOUNTED TO NEW FENCEW/ UNISTRUTBOTTOM OF BRANCHES15' A.G.LBOTTOM OF BRANCHES15' A.G.L1A-6NEW FAUX BARKNEW FAUX BARKANY EQUIPMENT INSIDE THEEQUIPMENT COMPOUNDTHAT IS VISIBLE ABOVE THENEW FENCE SHALL BEPAINTED DESERT TAN OREQUIVALENT.ANY EQUIPMENT INSIDE THEEQUIPMENT COMPOUNDTHAT IS VISIBLE ABOVE THENEW FENCE SHALL BEPAINTED DESERT TAN OREQUIVALENT.KMKF201512942051L-1REVDATEDESCRIPTIONBYA03/15/17ISSUED FOR REVIEWKMB07/31/17ISSUED FOR REVIEWKMC10/24/17SAC COMMENTSKMD01/30/18ISSUED FOR REVIEWJMS005/03/18ISSUED FOR FINALSM.G.105/09/18ISSUED FOR FINALSKM206/04/18ISSUED FOR FINALSKME05/06/19ISSUED FOR REVIEWKMF06/15/19ISSUED FOR REVIEWKMG08/08/19ISSUED FOR REVIEWPSWH10/11/19ISSUED FOR REVIEWPSWJ11/15/19CITY COMMENTSPSWK1/2/20CITY COMMENTSPSWL4/3/20CITY COMMENTSPSW35/29/20ISSUED FOR FINALPSWNEW VERIZON 8'-0" TALL PAINTED WOODEN FENCEENCLOSURE PAINTED DESERT TAN OR EQUIVALENT3A-7NEW 6'-0" TALL WOOD FENCING 2'-0" INSIDE THEPROPERTY FROM R.O.W. LINE. NEW FENCE TO MATCHEXISTING WOOD FENCE TO BE REMOVED. NEWWOODEN FENCE TO BE STAINED TO MATCH EXISTINGWOODEN FENCE THAT IS BEING REMOVED.1A-7.1NEWWOODFENCING1A-7.11A-5.1(2) NEW VERIZON HYBRID CABLE(S) ROUTED IN (N)UNDERGROUND CONDUITS TO NEW MONOPINE1A-5.1EXISTING GRADENEW VERIZONSECTOR FRAME W/(4)ANTENNA PIPEMOUNTS4A-62A-6
SCALE:NTSSCALE:NTSSCALE:NTSDANGERVERIZON WIRELESSONLYBATTERIES02NOTE:ALL FACILITY PLAQUES TO BEMOUNTED AT 5'-0" A.F.F.CORROSIVE LIQUIDS (ELECTROLYTE)ENERGIZED ELECTRICAL CIRCUITSNO SMOKING200NFPA 704 PLAQUEINFORMATIONThis is a Verizon WirelessAntenna SiteSite ID:For Information call:800-264-6620RED DIAMONDBLUE DIAMONDYELLOW DIAMONDWHITE DIAMONDBLACK BORDER LINESRED DIAMONDBLUE DIAMONDYELLOW DIAMONDWHITE DIAMOND8" WIDE 4" HIGH SIGNWITH WHITE LETTERSON RED BACKGROUNDWHITE TEXT WITHGREEN INFILL ONRECTANGULARBACKGROUND12" WIDE X 8" HIGH SIGNWITH BLACK LETTERSON WHITEBACKGROUNDBLACK LETTERINGWHITE TEXT ANDBORDERED ELLIPSEWITH RED INFILL ONBLACK RECTANGULARBACKGROUND7" WIDE X 10" HIGH SIGNWITH WHITE BACKGROUND3SIZE & WEIGHT TABLERRHWIDTHDEPTHHEIGHT W/O CABLEMANAGEMENTCOVERWEIGHT W/OBRACKET850 2X60 RRH [255W]11.2"8.8"18.5"48 LBS. [W/O SOLARSHIELD]700 2X60 RRH [550W]12"9"21.6"57.2 LBS. [W/O SOLARSHIELD]PCS 2X60 RRH [580W]12"7.2"21.2"53 LBS. [W/O SOLARSHIELD]AWS 2X90 RRH [750W]11.8"7.2"25.8"56.8 LBS. [W/ SOLARSHIELD]NOTE: DIMENSIONS INCLUDE MOUNTING BRACKET, SOLAR SHIELD ANDCONNECTORS.TX/RX2TX/RX1TX MON2TX MON1FRONT SOLARSHIELDWIDTHMOUNTINGBRACKETSREMOTERADIO HEAD(RRH)HEIGHT DEPTH NEW GPS ANTENNASTEEL MOUNTINGPIPE SUPPLIED WITHGPS ANTENNAMOUNTING BRACKETSUPPLIED WITH GPSANTENNASELF TAPPING SCREW,ENSURE LOCATION WILL NOTDAMAGE ANY EQUIPMENT12"Ø COAX CABLECANOPYFRONTSIDEBOTTOM25.66"10.25"22.98"
19.18"15.73"SCALE:NTSSCALE:NTSSCALE:NTSSCALE:NTSA-5FTC PARKWOODDETAILSNOTES:1.CONTRACTOR TO UTILIZE EXISTING ANTENNA MOUNTING PIPE UNLESSFIELD CONDITIONS WARRANT USE OF NEW VERTICAL MOUNTING PIPE.MANUFACTURERSUPPLIEDPOLE MOUNTING BRACKETNEW REMOTERADIO HEADVERTICAL MOUNTING PIPE(SEE NOTE)GPS ANTENNA DETAIL1GENERATOR BOLT DOWN DETAIL2ANTENNA DETAIL4EMERGENCY PLAQUE DETAIL6NEW OVP DETAIL5ALU9442 RRH DETAIL82025 SHARP POINT DR.,FT COLLINS, CO 805256'-0"7"1'-0"7"FRONTSIDENEW ANTENNA SPECIFICATIONSDESCRIPTIONHEIGHTWIDTHDEPTHANTENNAONLYWEIGHTANTENNAW/MOUNTINGBRACKET KITWEIGHTCOMMSCOPESBJAHH-1D65B-DL6'-0"1'-0"0'-7"47.2 LBS.60 LBS.TOPGENERATOR1/2"Ø A36 ALLTHREADED ROD (TYP.)LOCK WASHERSQUARE WASHEREPOXY SET 1/2" THREADED ROD3" INTO CONCRETE SLABRRH MOUNTING DETAIL3KMKF20151294205SCALE:NTSNOT USED7REVDATEDESCRIPTIONBYA03/15/17ISSUED FOR REVIEWKMB07/31/17ISSUED FOR REVIEWKMC10/24/17SAC COMMENTSKMD01/30/18ISSUED FOR REVIEWJMS005/03/18ISSUED FOR FINALSM.G.105/09/18ISSUED FOR FINALSKM206/04/18ISSUED FOR FINALSKME05/06/19ISSUED FOR REVIEWKMF06/15/19ISSUED FOR REVIEWKMG08/08/19ISSUED FOR REVIEWPSWH10/11/19ISSUED FOR REVIEWPSWJ11/15/19CITY COMMENTSPSWK1/2/20CITY COMMENTSPSWL4/3/20CITY COMMENTSPSW35/29/20ISSUED FOR FINALPSWSHEET TITLEPREPARED FOR:CHECKED BY:DRAWN BY:PROJECT NO:CONSULTING FIRM3 INVERNESS DRIVE E STE 200ENGLEWOOD, CO 80112Construction - Project Management - Site Development3131 S. VAUGHN WAY, #550AURORA, CO 80014FOR REVIEWONLY NOTFORCONSTRUCTIONSHEET NUMBERPENETRATIONS ANTENNAS FIBER POWER HYBRID & COAX CABLES
SCALE:NTSSCALE:NTSSCALE:NTSUNDERGROUND CONDUIT STUB-UPGRADENOTE: RIGID STEEL CONDUIT MAY NOTBE USED WITH COAXIAL ANTENNACABLE. USE PVC SCHEDULE 40 PIPE.CABLE COAX CONDUIT DETAILNOTE:PROVIDE PROPER BENDING RADIUSFOR CONDUITS AS REQUIRED BYTHE COAXIAL CABLE MFR.SITE SPECIFIC DETAIL -SEE PLANS TODETERMINE IFSTUB UP IS REQUIREDNOTE:TRENCH BACKFILL SHALL BECOMPACTED TO 90% PRIOR TO DRESSROCK INSTALLATIONMATCH TO EXISTINGOR FINISH TONEW GRADES(SEE PLAN)FINISHED GRADE, AC ORCONC PAVING MATCHSLOPE AND THICKNESS OFEXISTING36"4"4"UNDISTURBEDCOMPACTED BACKFILLPER THE DESIGN ANDCONSTRUCTION SPECIFICATIONSFOR EARTHWORK OR LEAN CONCRETELEAN CONC DUCT BANK(2) 1"Ø PVC CONDUITS(4) 4"Ø PVC CONDUITSPVC CONDUITS SCHEDULE 40, PER PLANTRENCH6" (MIN.)(TYP.)2" (MIN.)(HORIZ. & VERT.)COAXIAL CABLE SIZE & MINIMUM BENDRADIUS IN 6" CONDUITCABLE SIZEMINIMUM BEND RADIUS 1/2"10" 7/8"18"1-1/4"22"1-5/8"28"CONCRETE PADPVC SCHEDULE40 SIZE ASSHOWN ONLAYOUTS6"12"BACKFILL (SAND)ELECTRICAL FEEDERUTILITY WARNING TAPEUNDISTURBED EARTHCOMPACTED BACKFILLPER EARTHWORKSPECIFICATIONRESTORE EXISTINGSURFACE36"
12"4"4"6" MIN.12"BACKFILL (SAND)PER EARTHWORKSPECIFICATIONTELCO RACEWAYUTILITY WARNING TAPEUNDISTURBED EARTHCOMPACTED BACKFILLPER EARTHWORKSPECIFICATIONRESTORE EXISTINGSURFACE24"
12"4"4"6" MIN.TELCO TRENCH DETAILELECTRICAL TRENCH DETAILA-5.1FTC PARKWOODDETAILS2025 SHARP POINT DR.,FT COLLINS, CO 80525KMKF20151294205REVDATEDESCRIPTIONBYA03/15/17ISSUED FOR REVIEWKMB07/31/17ISSUED FOR REVIEWKMC10/24/17SAC COMMENTSKMD01/30/18ISSUED FOR REVIEWJMS005/03/18ISSUED FOR FINALSM.G.105/09/18ISSUED FOR FINALSKM206/04/18ISSUED FOR FINALSKME05/06/19ISSUED FOR REVIEWKMF06/15/19ISSUED FOR REVIEWKMG08/08/19ISSUED FOR REVIEWPSWH10/11/19ISSUED FOR REVIEWPSWJ11/15/19CITY COMMENTSPSWK1/2/20CITY COMMENTSPSWL4/3/20CITY COMMENTSPSW35/29/20ISSUED FOR FINALPSWSHEET TITLEPREPARED FOR:CHECKED BY:DRAWN BY:PROJECT NO:CONSULTING FIRM3 INVERNESS DRIVE E STE 200ENGLEWOOD, CO 80112Construction - Project Management - Site Development3131 S. VAUGHN WAY, #550AURORA, CO 80014FOR REVIEWONLY NOTFORCONSTRUCTIONSHEET NUMBERPENETRATIONS RRH ANTENNAS FIBER POWER HYBRID & COAX CABLESTRENCH DETAILS1NOT USED2NOT USED3
SCALE:NTSSCALE:NTSSCALE:NTSSCALE:NTSA-6DETAILSFTC PARKWOOD65.8"MOUNTING HOLE LOCATIONS36.9"90º OPEN110º OPEN43.5"22.5"45.2"64.3"31.3"30.0"11.6"31.5"6.9"24.25"FRONT INTERNALMOUNTING HOLES24.4"REAR INTERNALMOUNTING HOLES4.2"TOP VIEWTOP VIEWDOOR CLEARANCESCabinet Dimensions and Door Clearances (90º and 110º Open)Top View90ºTop View110º72.0"FrontFront30.0"39.3"NOTE:CABINETS TO BE INSTALLEDTO MAINTAIN A SEPARATIONOF 12" BETWEEN CABINETS30"26.1"30-Inch Wide Cabinet Mounting Footprint4.0"22.5"23.0"34.6"7.6"34"41.9"64.3"
62.9"2" CONDUITKNOCKOUTS(6)REARMOUNTINGHOLES (2)FRONTMOUNTINGHOLES (2)Front DoorFront Door39.0"ANTENNA MOUNTING DETAIL2ANTENNA MOUNT DETAIL4RF CABINET DETAIL1POWER CABINET DETAIL32025 SHARP POINT DR.,FT COLLINS, CO 80525NEW PANELANTENNANEW REMOTE RADIO HEAD.SEE SHEET 3/A-5 FORMOUNTING DETAILSNEW 2.0 STD PIPE(8'-0" LENGTH)SUPPLIED W/MOUNT3-SECTOR RING MOUNT(COMMSCOPE #MC-RM1030-3 OR APPROVED EQUIVALENT)NEW 65'-0" HIGHMONOPINENEW HEAVY DUTY TUBULARSECTOR FRAME (COMMSCOPE#VFA10-HD OR APPROVEDEQUIVALENT) TYP. (3) PLACES(MODIFY/REDUCE HORIZONTALBRACING FROM 10'-0" TO 7'-0" ASSHOWN)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"TYPNEW HEAVY DUTY TUBULAR SECTORFRAME (COMMSCOPE #VFA10-HD ORAPPROVED EQUIVALENT) TYP. (3) PLACES(MODIFY/REDUCE HORIZONTAL BRACINGFROM 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" TYPKMKF20151294205REVDATEDESCRIPTIONBYA03/15/17ISSUED FOR REVIEWKMB07/31/17ISSUED FOR REVIEWKMC10/24/17SAC COMMENTSKMD01/30/18ISSUED FOR REVIEWJMS005/03/18ISSUED FOR FINALSM.G.105/09/18ISSUED FOR FINALSKM206/04/18ISSUED FOR FINALSKME05/06/19ISSUED FOR REVIEWKMF06/15/19ISSUED FOR REVIEWKMG08/08/19ISSUED FOR REVIEWPSWH10/11/19ISSUED FOR REVIEWPSWJ11/15/19CITY COMMENTSPSWK1/2/20CITY COMMENTSPSWL4/3/20CITY COMMENTSPSW35/29/20ISSUED FOR FINALPSWSHEET TITLEPREPARED FOR:CHECKED BY:DRAWN BY:PROJECT NO:CONSULTING FIRM3 INVERNESS DRIVE E STE 200ENGLEWOOD, CO 80112Construction - Project Management - Site Development3131 S. VAUGHN WAY, #550AURORA, CO 80014FOR REVIEWONLY NOTFORCONSTRUCTIONSHEET NUMBERPENETRATIONS RRH ANTENNAS FIBER POWER HYBRID & COAX CABLES
A-7DETAILSCLE SUL
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.FTC PARKWOOD2025 SHARP POINT DR.,FT COLLINS, CO 805251'LIMITOFSTONENOTE: THE SUBJECT SITE IS LEVELAND NO SUBSTANTIVEGRADING IS NECESSARYGRADE TO DRAINMIRAFI 600x STABILIZATIONFABRIC [OR APPROVED EQUAL] ONCOMPACTED SUBGRADECOMPOUNDENCLOSURESEE DETAIL 3ON THIS SHEET2"x6" PT2"x4"x18"PT @ 5'O.C.6" TH. #57CRUSHEDSTONENOTE:SEPARATION DIMENSION TO BE VERIFIEDWITH LOCAL UTILITY COMPANYREQUIREMENTS.4" MIN TO SECONDARY ELECTRIC12" MIN TO PRIMARY ELECTRIC1'-6"30"TYP6" MIN. (TYP.)4"BACKFILL (SAND OR NATIVESOIL) PER ASTM STANDARDSUNDISTURBED SOILCOMPACTED BACKFILLWITH SATISFACTORYNATIVE OR IMPORTED SOILFINISHED GRADE OR PAVING.MATCH SLOPE AND THICKNESSOF EXISTING CONDITIONSUTILITY WARNING TAPE4"Ø FIBER CONDUIT, WHEREAPPLICABLE, COORDINATESIZE AND TYPE WITH LOCALUTILITY4"Ø POWER CONDUIT WHEREAPPLICABLE, COORDINATE IZEAND TYPE WITH LOCALUTILITYGRAVEL BED DETAIL1TRENCHING DETAIL2WOODEN FENCE DETAIL3PER PLAN2"13"EQ"EQ"EQ"2"2"SEEFOUNDATIONNOTE12" ØMIN.96" MAX2"X8" CEDARCAP1"x4"CEDARTRIM1"x6"x8'CEDARPLANK2"x4" CEDARRAIL (TYP.)WPAOBRACKET(TYP.)2"x11' SS40PIPEREAR ELEVATIONB-REAR ELEVATION @GATEA-6'-0"2"X8" CEDARCAP1"x6"x8'CEDARPLANKTRUSS ROD3"11"TRUSS RODGATEHINGEGATEHINGEGATE LATCH2"X8" CEDARCAP2"X11' SS40PIPEWPAOBRACKET2"x4" CEDARRAILFOUNDATION NOTE:FOUNDATION DEPTH TO BE36" IR 12" BELOW FROSTDEPTH, MINIMUM3" MIN.158" SQUAREFRAME - .065"THICKNESSSELF-TAPPINGSCREW2"x11' SS40PIPE2"x11' SS40PIPESELF-TAPPINGSCREWSIMPSON STRONGDRIVE SDWSSCREW SPACED MIN.24" O.C.SIMPSON STRONGDRIVE SDWSSCREW SPACED MIN.24" O.C.#2 SOLID TINGROUND WIRE(TYP.)SECTION ASECTION B#2 SOLID TINGROUND WIRE(TYP.)158" SQUAREFRAME - .065"THICKNESSKMKF20151294205SCALE:NTSSCALE:NTSSCALE:NTSREVDATEDESCRIPTIONBYA03/15/17ISSUED FOR REVIEWKMB07/31/17ISSUED FOR REVIEWKMC10/24/17SAC COMMENTSKMD01/30/18ISSUED FOR REVIEWJMS005/03/18ISSUED FOR FINALSM.G.105/09/18ISSUED FOR FINALSKM206/04/18ISSUED FOR FINALSKME05/06/19ISSUED FOR REVIEWKMF06/15/19ISSUED FOR REVIEWKMG08/08/19ISSUED FOR REVIEWPSWH10/11/19ISSUED FOR REVIEWPSWJ11/15/19CITY COMMENTSPSWK1/2/20CITY COMMENTSPSWL4/3/20CITY COMMENTSPSW35/29/20ISSUED FOR FINALPSWSHEET TITLEPREPARED FOR:CHECKED BY:DRAWN BY:PROJECT NO:CONSULTING FIRM3 INVERNESS DRIVE E STE 200ENGLEWOOD, CO 80112Construction - Project Management - Site Development3131 S. VAUGHN WAY, #550AURORA, CO 80014FOR REVIEWONLY NOTFORCONSTRUCTIONSHEET NUMBERPENETRATIONS RRH ANTENNAS FIBER POWER HYBRID & COAX CABLES
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CLE CONSULTING, INC.
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NACLE CONSULTIN
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.FTC PARKWOOD2025 SHARP POINT DR.,FT COLLINS, CO 80525WOODEN SHADOWBOX FENCE DETAIL1KMKF20151294205PLAN VIEWSECTION A-AFRONT ELEVATIONSECTION B-BMAX. POST CENTER 98"6'-0"2"134"312"2'-434"312"2'-434"312"12"
5'-111
2"
2"
13
4"
31
2"2'-43
4"31
2"2'-43
4"31
2"
1
2"NOTE: CENTER RAILS ON POST3"TYP.4"x4"x9'-0" TREATEDPOST (TYP.)2x4 TOP CAP4"x4" POST(TYP.) FENCE TO BE STAINED TOMATCH EXISTING WOODEN FENCEEXISTING FENCE(TO BE REMOVED)4"14"312"14"2"13
4"31
2"112"4"x4" POST(TYP.)2x4 TOP CAP2x4 RAILS1x6 FENCING1"MIN.1"MIN.MORTISE RAILSINTO POST (TYP.)RAILS TO BEMORTISED INTOPOSTS 1" MIN. (TYP.)(2) 14"Øx2" NAILS(TYP.)3'-0"1'-0"ØA-A-B-B-REVDATEDESCRIPTIONBYA03/15/17ISSUED FOR REVIEWKMB07/31/17ISSUED FOR REVIEWKMC10/24/17SAC COMMENTSKMD01/30/18ISSUED FOR REVIEWJMS005/03/18ISSUED FOR FINALSM.G.105/09/18ISSUED FOR FINALSKM206/04/18ISSUED FOR FINALSKME05/06/19ISSUED FOR REVIEWKMF06/15/19ISSUED FOR REVIEWKMG08/08/19ISSUED FOR REVIEWPSWH10/11/19ISSUED FOR REVIEWPSWJ11/15/19CITY COMMENTSPSWK1/2/20CITY COMMENTSPSWL4/3/20CITY COMMENTSPSW35/29/20ISSUED FOR FINALPSWSHEET TITLEPREPARED FOR:CHECKED BY:DRAWN BY:PROJECT NO:CONSULTING FIRM3 INVERNESS DRIVE E STE 200ENGLEWOOD, CO 80112Construction - Project Management - Site Development3131 S. VAUGHN WAY, #550AURORA, CO 80014FOR REVIEWONLY NOTFORCONSTRUCTIONSHEET NUMBERPENETRATIONS RRH ANTENNAS FIBER POWER HYBRID & COAX CABLES
A-8DETAILSFTC PARKWOOD2025 SHARP POINT DR.,FT COLLINS, CO 80525[N] H-FRAMEMIN. 34"Ø CONDUITPIPE CLAMPJ-BOX[N] LIGHT FIXTUREHUBBELL [QUARZLITERQL-500] OR EQUALTECH LIGHTING5PLUMBING DIAGRAM4NOTES:1.HIGH VOLTAGE STUB-UP AREA INCLUDES THE ACLOAD LEAD CONNECTION TO THE MAIN LINECIRCUIT BREAKER (MLCB), THE NEUTRALCONNECTION, AND AUXILIARY 120/240CONNECTION.2.CONNECTION POINTS FOR CONTROL WIRES.BOTTOM OF LOW VOLTAGE CUSTOMERCONNECTION BOX HAS KNOCKOUTS FOR 12" AND34" CONDUIT FITTINGS.11"OPEN AREAFOR STUB-UPRECOMMENDED ELECTRICAL STUB-UPS(SEE DETAILED VIEW BELOW)HIGH VOLTAGE STUB-UP AREADESCRIPTIONINSIDEAREA1.AC LOAD LEAD CONDUIT AREA2.120/240 VAC FROM UTILITY FOR OPTIONALLOADS SUCH AS GFCI OUTLET, BLOCK HEATER,BATTERY CHARGER, AND OTHER 120/240 VACOPTIONS. (GLAND PLATE INCLUDED)LOW VOLTAGE STUB-UP AREA1.TRANSFER SWITCH/COMMUNICATIONCONDUITS. COMMUNICATIONS AND 2-WIRESTART MUST NOT BE RUN IN CONDUIT WITHAC WIRING.(SEE NOTE 2)2'-6"
TANK STUB-UP AREA
818"1'-0 3
4"818"
41116"EDGE OF CONCRETEEDGE OF
CONCRETE (FOR OPTIONAL 2ND CB)SECONDARY HIGH VOLTAGESTUB-UP AREA W/GLANDPLATE (SEE NOTE 2)LOW VOLTAGE STUB-UPAREA ( SEE NOTE 9)1'-0 1
2"PRIMARY HIGH VOLTAGESTUB-UP AREA W/GLANDPLATE (SEE NOTE 2)OPENING TO CBCONNECTION BOX(SAME FOR OTHER SIDE)NOTE: STUB-UP DETAIL IS ASITE SPECIFIC DETAIL -SEE PLANS TO DETERMINEIFA GENERATOR PAD ISREQUIRED1'-5"GENERATOR STUB-UP DETAIL3PULL BOX DETAIL6EQUIPMENT PAD SECTIONEQUIPMENT PAD1DESIGN APPLICABLE FOR BOTH CONCRETE PADS:IBC 2012, ACI-318SOILS: IBC TABLE 1806.2 - MATERIAL CLASS 5ALLOWABLE BEARING PRESSURE, Qs = 1500PSFDL=16,000#CONCRETE F'c = 2500PSITYPE V CEMENT, W/C < 0.5REINFORCING A615 GR 60, F'y = 60KSI16'-0"10'-0"2500 PSI @ 28 DAYSCONCRETE SLAB ON 12" OFCOMPACTED SELECT FILL#5 BARS @ 18" O.C.E.WTOP & BOTTOM 3" CLEAR3" TYP.1'-0" OF COMPACTEDSELECT FILLE GRADE1'-1"2'-6"1'-5"11"7'-8"OPENING IN CONCRETESLAB FOR GENERATORSTUB-UPS, TYP.3" TYP.
3"1'-0"
3"TYP.2"TYP.1" CHAMFER6"NEW 36"x24"x36"HANDHOLE12"OPENBOTTOMUNDISTURBED EARTH6" COMPACT GRAVEL BASEDUCT TERMINATED 12"ABOVE GRAVEL BASENOTE:LID TO BE TRAFFIC RATEDKMKF20151294205SCALE:NTSSCALE:NTSSCALE:NTSSCALE:NTSSCALE:NTSREVDATEDESCRIPTIONBYA03/15/17ISSUED FOR REVIEWKMB07/31/17ISSUED FOR REVIEWKMC10/24/17SAC COMMENTSKMD01/30/18ISSUED FOR REVIEWJMS005/03/18ISSUED FOR FINALSM.G.105/09/18ISSUED FOR FINALSKM206/04/18ISSUED FOR FINALSKME05/06/19ISSUED FOR REVIEWKMF06/15/19ISSUED FOR REVIEWKMG08/08/19ISSUED FOR REVIEWPSWH10/11/19ISSUED FOR REVIEWPSWJ11/15/19CITY COMMENTSPSWK1/2/20CITY COMMENTSPSWL4/3/20CITY COMMENTSPSW35/29/20ISSUED FOR FINALPSWSHEET TITLEPREPARED FOR:CHECKED BY:DRAWN BY:PROJECT NO:CONSULTING FIRM3 INVERNESS DRIVE E STE 200ENGLEWOOD, CO 80112Construction - Project Management - Site Development3131 S. VAUGHN WAY, #550AURORA, CO 80014FOR REVIEWONLY NOTFORCONSTRUCTIONSHEET NUMBERPENETRATIONS RRH ANTENNAS FIBER POWER HYBRID & COAX CABLES
S-1STRUCTURAL DETAILSFTC PARKWOOD2025 SHARP POINT DR.,FT COLLINS, CO 80525SCALE:NTSCANOPY-PLATFORM DETAILS16S-1ROOF DECKING (TYP)5S-1S-14SLOPESLOPE W8X15W8X15W8X15800S162-54 STEEL STUDS @ 24" O.C.W8X15W8X15
HSS COLUMN(TYP.)SPANSPAN 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) 58"Ø A325BOLTS (TYP.)(2) 58"Ø A325BOLTS (TYP.)W8x15W8x15CONNECTIONPLATEHSS 3x3x316COLUMN (TYP.)800S162-54 STEELSTUDS @ 24" O.C.ROOFING (TO MATCHEXISTING)CONNECTION PLATEW8x15HSS COLUMN(TYP.)18" CLOSUREPLATE 14"18" CLOSURE PLATECONNECTIONPLATEW8x15HSS COLUMN (TYP.)800S162-54 STEELSTUDS @ 24" O.C.ROOFING (TO MATCHEXISTING) 14"FASTEN WITH ITWBUILDEX 10-16 X 1"TEK SCREW OREQUIVALENT @ 24"O.C. MAX SPACING6"PL 12" x 10" SQUARE W/ (4) 1116"HOLES ON 10" B.C.HSS COLUMN (TYP. OF 4)GRADE112"1S-1(4) 58" HILTI KWIK BOLT-TZANCHORS W/ MIN. 3-1/2"EMBEDMENT PER SUPPORTSTEEL STUDS @ 24" O.C.ROOFING (TO MATCHEXISTING)1212"W8X15HSS COLUMN(TYP.)GRADEPER ELEVATION DRAWINGS
PER ELEVATION DRAWINGSSIDE VIEWFRONT VIEWW8X15GRADEHSS COLUMN(TYP.)STEEL STUDS @ 24" O.C.ROOFING (TO MATCHEXISTING)NEW CONCRETE PAD2S-1DETAIL4S-1DETAIL5S-1DETAIL6S-1DETAIL2S-1DETAIL2S-1 14"TYP.PL 12" x 10" SQUAREW/ (4) 1116" HOLESON 10" B.C.HSS 3x3x316"COLUMN (TYP.)(4) 58" HILTI KWIK BOLT-TZANCHORS W/ MIN. 3-1/2"EMBEDMENT PER SUPPORTNEW CONCRETE PADPER SITE PLANPER SITE PLAN1A-81A-81A-81A-8PACK VOID TIGHT BETWEEN BOTTOMOF BASE PLATE AND TOP OFCONCRETE PIER W/ HIGH STRENGTHNON-SHRINK GROUT (28 DAY 8,000 PSI)KMKF20151294205REVDATEDESCRIPTIONBYA03/15/17ISSUED FOR REVIEWKMB07/31/17ISSUED FOR REVIEWKMC10/24/17SAC COMMENTSKMD01/30/18ISSUED FOR REVIEWJMS005/03/18ISSUED FOR FINALSM.G.105/09/18ISSUED FOR FINALSKM206/04/18ISSUED FOR FINALSKME05/06/19ISSUED FOR REVIEWKMF06/15/19ISSUED FOR REVIEWKMG08/08/19ISSUED FOR REVIEWPSWH10/11/19ISSUED FOR REVIEWPSWJ11/15/19CITY COMMENTSPSWK1/2/20CITY COMMENTSPSWL4/3/20CITY COMMENTSPSW35/29/20ISSUED FOR FINALPSWSHEET TITLEPREPARED FOR:CHECKED BY:DRAWN BY:PROJECT NO:CONSULTING FIRM3 INVERNESS DRIVE E STE 200ENGLEWOOD, CO 80112Construction - Project Management - Site Development3131 S. VAUGHN WAY, #550AURORA, CO 80014FOR REVIEWONLY NOTFORCONSTRUCTIONSHEET NUMBERPENETRATIONS RRH ANTENNAS FIBER POWER HYBRID & COAX CABLES
1.SUBMITTAL OF BID INDICATES CONTRACTOR ISCOGNIZANT OF ALL JOB SITE CONDITIONS AND WORKTO BE PERFORMED UNDER THIS CONTRACT.2.CONTRACTOR SHALL PERFORM ALL VERIFICATIONOBSERVATION TESTS, AND EXAMINATION WORK PRIORTO THE ORDERING OF THE ELECTRICAL EQUIPMENTAND THE ACTUAL CONSTRUCTION. CONTRACTORSHALL ISSUE A WRITTEN NOTICE OF ALL FINDINGS TOTHE ARCHITECT LISTING ALL MALFUNCTIONS, FAULTYEQUIPMENT AND DISCREPANCIES.3.HEIGHTS SHALL BE VERIFIED WITH OWNER PRIOR TOINSTALLATION.4.THESE PLANS ARE DIAGRAMMATIC ONLY, FOLLOW ASCLOSELY AS POSSIBLE.5.EACH CONDUCTOR OF EVERY SYSTEM SHALL BEPERMANENTLY TAGGED IN EACH PANELBOARD,PULLBOX, J-B0X, SWITCH BOX, ETC., IN COMPLIANCEWITH OCCUPATIONAL SAFETY AND HEALTH ACT(O.S.H.A.)6.CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS,INSURANCE, EQUIPMENT, INSTALLATION,CONSTRUCTION TOOLS, TRANSPORTATION, ETC., FORA COMPLETE AND PROPERLY OPERATIVE SYSTEMENERGIZED THROUGHOUT AND AS INDICATED ONDRAWINGS, AS SPECIFIED HEREIN AND/OR ASOTHERWISE REQUIRED.7.ALL MATERIALS AND EQUIPMENT SHALL BE NEW AND INPERFECT CONDITION WHEN INSTALLED AND SHALL BEOF THE BEST GRADE AND OF THE SAMEMANUFACTURER THROUGHOUT FOR EACH CLASS ORGROUP OF EQUIPMENT. MATERIALS SHALL BE LISTEDAND APPROVED BY UNDERWRITER'S LABORATORY ANDSHALL BEAR THE INSPECTION LABEL "J" WHERESUBJECT TO SUCH APPROVAL. MATERIALS SHALLMEET WITH APPROVAL OF THE DIVISION OF INDUSTRIALSAFETY AND ALL GOVERNING BODIES HAVINGJURISDICTION. MATERIALS SHALL BE MANUFACTUREDIN ACCORDANCE WITH APPLICABLE STANDARDSESTABLISHED BY ANSI, NEMA & NBFU8.CONTRACTOR SHALL CARRY OUT HIS WORK INACCORDANCE WITH ALL GOVERNING STATE, COUNTYAND LOCAL CODES AND O.S.H.A.9.CONTRACTOR SHALL SECURE ALL NECESSARYBUILDING PERMITS10.COMPLETE JOB SHALL BE GUARANTEED FOR A PERIODOF ONE (1) YEAR AFTER THE DATE OF JOBACCEPTANCE BY OWNER. ANY WORK, MATERIAL OREQUIPMENT FOUND TO BE FAULTY DURING THATPERIOD SHALL BE CORRECTED AT ONCE, UPONWRITTEN NOTIFICATION, AT THE EXPENSE OF THECONTRACTOR.11.ALL CONDUIT ONLY (C.O.) SHALL HAVE A PULL WIRE ORROPE.12.PROVIDE PROJECT MANAGER WITH ONE SET OFCOMPLETE ELECTRICAL "AS INSTALLED" DRAWINGS ATTHE COMPLETION OF THE JOB, SHOWING ACTUALDIMENSIONS, ROUTINGS, AND CIRCUITS.13.ALL BROCHURES, OPERATING MANUALS, CATALOGS,SHOP DRAWINGS, ETC. SHALL BE TURNED OVER TOOWNER AT JOB COMPLETION.14.USE T-TAP CONNECTIONS ON ALL MULTI-CIRCUITSWITH COMMON NEUTRAL CONDUCTOR FOR LIGHTINGFIXTURE.15.ALL CONDUCTORS SHALL BE COPPER.16.ALL CIRCUIT BREAKERS, FUSES AND ELECTRICALEQUIPMENT SHALL HAVE AN INTERRUPTING RATINGNOT LESS THE MAXIMUM SHORT CIRCUIT CURRENT TOWHICH THEY MAY BE SUBJECTED, AND A MINIMUM OF10,000 A.I.C.17.THE ENTIRE ELECTRICAL INSTALLATION SHALL BEGROUNDED AS REQUIRED BY ALL APPLICABLE CODESAND DRAWINGS.18.PATCH, REPAIR AND PAINT ANY AREA THAT HAS BEENDAMAGED IN THE COURSE OF THE ELECTRICAL WORK.19.IN DRILLING HOLES INTO CONCRETE WHETHER FORFASTENING OR ANCHORING PURPOSES, ORPENETRATIONS THROUGH THE FLOOR FOR CONDUITRUNS, PIPE RUNS, ETC., IT MUST BE CLEARLYUNDERSTOOD THAT TENDONS AND/OR REINFORCINGSTEEL WILL NOT BE DRILLED INTO, CUT OR DAMAGEDUNDER ANY CIRCUMSTANCES.20.LOCATION OF TENDONS AND/OR REINFORCING STEELARE NOT DEFINITELY KNOWN AND THEREFORE MUSTBE SEARCHED FOR BY APPROPRIATE METHODS ANDEQUIPMENT VIA X-RAY OR OTHER DEVICES THAT CANACCURATELY LOCATE THE REINFORCING AND/ORSTEEL TENDONS.21.PENETRATIONS IN FIRE RATED WALLS SHALL BE FIRESTOPPED IN ACCORDANCE WITH IBC SECTION 714.22.RECEPTACLES SHALL BE 20 AMPERE, 125 VOLT A.C.,WHITE AS REQUIRED BY THE ARCHITECT ORAPPROVED EQUAL.23.WALL SWITCHES SHALL BE SINGLE-POLE, HUBBELL#1201 OR EQUIVALENT, WHITE AS REQUIRED BY THEARCHITECT.24.PLASTIC PLATES FOR ALL SWITCHES, RECEPTACLES,TELEPHONE AND BLANKED OUTLETS, SHALL HAVEENGRAVED LETTERING WHERE INDICATED ON THEDRAWINGS. WEATHERPROOF RECEPTACLES SHALLHAVE RACO #800, 1/2" RAISED WORK COVERS.25.WIRE AND CABLE CONDUCTORS SHALL BE COPPER #12AWG MINIMUM, NO BX OR ROMEX CABLE IS PERMITTEDUNLESS SPECIFICALLY NOTED OTHERWISE ONDRAWINGS.26.GROUNDING CONDUCTORS SHALL BE SOLID TINNEDCOPPER AND ANNEALED #2.27.GROUND RODS SHALL BE COPPER CLAD STEEL, 5/8"ROUND AND 10' LONG. COPPERWELD OR APPROVEDEQUAL.28.METER SOCKET AMPERES, VOLTAGE, NUMBER OFPHASES SHALL BE AS NOTED ON THE DRAWINGS.MANUFACTURED BY SQUARE D COMPANY ORAPPROVED EQUAL.29.ALL MATERIALS SHALL BE U.L. LISTED.30.CONDUIT:a.RIGID CONDUIT SHALL BE U.L. LABEL GALVANIZEDZINC COATED WITH ZINC INTERIOR AND SHALL BEUSED WHEN INSTALLED IN OR UNDER CONCRETESLABS, IN CONTACT WITH THE EARTH, UNDERPUBLIC ROADWAYS, IN MASONRY WALLS OREXPOSED ON BUILDING EXTERIOR RIGID CONDUIT INCONTACT WITH EARTH SHALL BE 1/2 LAPPEDWRAPPED WITH HUNTS WRAP PROCESS NO. 3.b.ELECTRICAL METALLIC TUBING SHALL HAVE U.L.LABEL, FITTINGS SHALL BE GLAND RINGCOMPRESSION TYPE. EMT SHALL BE USED ONLYFOR INTERIOR RUNS.c.FLEXIBLE METALLIC CONDUIT SHALL HAVE U.L.LISTED LABEL AND MAY BE USED WHERE PERMITTEDBY CODE. FITTINGS SHALL BE "JAKE" OR "SQUEEZE"TYPE, SEAL TIGHT FLEXIBLE CONDUIT. ALL CONDUITIN EXCESS OF SIX FEET IN LENGTH SHALL HAVEFULL SIZE GROUND WIRE.d.ALL UNDERGROUND CONDUIT SHALL BE PVCSCHEDULE 40 (UNLESS NOTED OTHERWISE) AT AMINIMUM DEPTH OF 24" BELOW GRADE.31.ALL ELECTRICAL EQUIPMENT SHALL BE LABELED WITHPERMANENT ENGRAVED PLASTIC LABELS.32.UPON COMPLETION OF WORK, CONDUCT CONTINUITY,SHORT CIRCUIT, AND FALL POTENTIAL GROUNDINGTESTS FOR APPROVAL. SUBMIT TEST REPORTS TOPROJECT MANAGER. CLEAN PREMISES OF ALL DEBRISRESULTING FROM WORK AND LEAVE WORK IN ACOMPLETE AND UNDAMAGED CONDITION.33.CONTRACTOR TO COORDINATE WITH UTILITYCOMPANY FOR CONNECTION OF TEMPORARY ANDPERMANENT POWER TO THE SITE. THE TEMPORARYPOWER AND ALL HOOKUP COSTS TO BE PAID BYCONTRACTOR.ELECTRICAL SPECIFICATIONSE-1FTC PARKWOODSPECIFICATIONS &NOTES1.THE ELECTRICAL INSTALLATION WORK SHALL COMPLYWITH ALL LOCAL, STATE AND NATIONAL CODES, LAWSAND ORDINANCES APPLICABLE TO ELECTRICAL WORK.2.ELECTRICAL CONTRACTOR SHALL VISIT JOB SITE ANDVERIFY EXISTING CONDITIONS BEFORE BIDDING ANDSHALL INCLUDE IN HIS BID THE NECESSARY COSTS TOCONSTRUCT THIS PROJECT IN ACCORDANCE WITHINTENT OF THE ELECTRICAL DRAWINGS,SPECIFICATIONS, AND ALL APPLICABLE CODES.3.ALL MATERIAL AND EQUIPMENT FURNISHED ANDINSTALLED UNDER THIS CONTRACT SHALL BE NEW,FREE FROM DEFECTS AND SHALL BE GUARANTEEDFOR A PERIOD OF ONE YEAR FROM DATE OF FINALACCEPTANCE BY OWNER OR HIS REPRESENTATIVE.SHOULD ANY TROUBLE DEVELOP DURING THIS PERIODDUE TO FAULTY WORKMANSHIP, MATERIAL OREQUIPMENT, THE CONTRACTOR SHALL FURNISH ALLNECESSARY MATERIAL AND LABOR TO CORRECT THETROUBLE WITHOUT COST TO THE OWNER.4.ALL WORK TO BE EXECUTED IN WORKMANLIKEMANNER AND SHALL PRESENT A NEAT MECHANICALAPPEARANCE WHEN COMPLETED.5.ALL ELECTRICAL MATERIALS AND EQUIPMENT SHALLBE LISTED BY UNDERWRITER'S LABORATORIES.6.ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLEFOR ALL CUTTING AND PATCHING RELATED TOELECTRICAL WORK, UNLESS NOTED OTHERWISE ANDCOORDINATED WITH THE GENERAL CONTRACTOR.7.ELECTRICAL CONTRACTOR SHALL COORDINATE ALLWORK WITH CIVIL AND ARCHITECTURAL PLANS. THEREQUIREMENTS OF ALL EQUIPMENT ACTUALLY BEINGINSTALLED SHALL BE VERIFIED PRIOR TO INSTALLINGTHE ELECTRICAL WORK.8.ALL BRANCH CIRCUIT CONDUCTORS SHALL BECOPPER TYPE "THWN" #12, & #10 SOLID, #8 ANDLARGER STRANDED.9.ON COMPLETION OF THE WORK, THE INSTALLATIONSHALL BE FREE FROM GROUNDS AND SHORTCIRCUITS.10.ELECTRICAL CONTRACTOR SHALL FURNISH AS-BUILTDRAWINGS TO THE ARCHITECT AND CUSTOMER UPONCOMPLETION OF THE JOB.11.ELECTRICAL WORK SHALL INCLUDE ALL LABOR,MATERIALS AND EQUIPMENT REQUIRED, INCLUDING BUT NOT LIMITED, TO COMPLETE ELECTRICALSYSTEMS POWER AND LIGHTING, TELEPHONECONDUIT SYSTEM, SIGNAL SYSTEMS, PANELBOARD(S), CONTROL WIRING, GROUNDING, CONDUITONLY SYSTEMS, ETC., AS INDICATED ON ELECTRICALDRAWINGS AND/OR REQUIRED BY GOVERNING CODES.12.RACEWAYS SHALL BE: RIGID STEEL CONDUIT: HOT -DIP GALVANIZED HEAVY WALL AS MANUFACTURED BYREPUBLIC, TRIANGLE OR EQUAL, RIGID POLYVINYLCHLORIDE CONDUIT (PVC); HEAVY WALLS SCHEDULE40 AS MANUFACTURED BY CARLON ELECTRICAL,VISQEEN OR EQUAL. ELECTRICAL METALLIC TUBING(EMT): ZINC-COATED THIN WALL AS MANUFACTUREDBY TRIANGLE, REPUBLIC OR EQUAL.13.FUSE TYPE SHALL BE BUSSMANN OR EQUAL FUSE.14.PROVIDE ENGRAVED PLASTIC LABELS TO IDENTIFY ALLPANEL BOARDS, XFMRS., DISTRIBUTION PANELS,DISCONNECT SWITCHES, AND TRANSFERSWITCHES. LABELS SHALL READ IN THIS FASHION "A"208Y/120V 3~, 4W, 225A, CKT. BKR OR FUSES TYPE ANDSIZES.15.E.C. SHALL VERIFY AND TEST GROUND TO SOURCE TOA MAXIMUM OF 5 OHMS. IF THE GROUND TEST DOESNOT ACHIEVE THE 5 OHMS OR LESS, E.C. SHALL BERESPONSIBLE FOR PROVIDING THE NECESSARYCONDUCTORS AND GROUND RODS TO ACHIEVE 5OHMS MAXIMUM.16.BEFORE SUBMITTING BID, VERIFY EXISTING SITECONDITIONS, ELECTRICAL SERVICE REQUIREMENTSAND THE EXACT SERVING UTILITY POINTS OFCONNECTION.17.THE ELECTRICAL CONTRACTOR (E.C.) SHALL FURNISHAND PAY FOR ALL PERMITS AND RELATED FEES.18.UNLESS SPECIFICALLY NOTED OTHERWISE, ALLELECTRICAL MATERIALS, EQUIPMENT AND WORK,SHOWN ON THESE PLANS ARE TO BE PROVIDED ANDINSTALLED 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. REQUIREDFOR A COMPLETE AND OPERATING ELECTRICALSYSTEM.20.SEE ARCHITECTURAL DRAWINGS FORDIMENSIONAL/LOCATION INFORMATION RELATING TOTHE ELECTRICAL DRAWINGS.21.ELECTRICAL CONTRACTOR SHALL VERIFY VOLTAGESAND HORSEPOWER RATINGS OF ALL MECHANICALEQUIPMENT.22.PRIOR TO INSTALLING ANY ELECTRICAL WORK, THEELECTRICAL CONTRACTOR SHALL VERIFY EXACT LOCATIONS AND REQUIREMENTS ON THE JOB AND BYREFERENCE TO ARCHITECTURE, MECHANICAL ANDEQUIPMENT SUPPLIERS DRAWINGS. SHOULD THEREBE ANY QUESTION OR PROBLEM CONCERNING THENECESSARY PROVISIONS TO BE MADE, PROPERDIRECTIONS SHALL BE OBTAINED BEFOREPROCEEDING WITH ANY WORK.23.OUTLET AND JUNCTION BOXES SHALL BE SIZED PERCODE FOR THE QUANTITY OF WIRES THEY CONTAIN.SEE ARTICLE 370 OF N.E.C. PROVIDE ADDITIONALBOXES AND EXTENSION RINGS AS REQUIRED.24.ELECTRICAL CONTRACTOR SHALL COMPLY WITHCABLE BENDING RADIUS REQUIREMENTS PER CABLEMANUFACTURERS' S SPECIFICATION.25.CONDUIT LAYOUTS SHOWN ON THE PLANS AREDIAGRAMMATIC, NOT INDICATING THE ROUTINGREQUIRED. THE CONTRACTOR SHALL ROUTECONDUITS AS REQUIRED BY THE CONDITIONS OFINSTALLATION.26.ALL EQUIPMENT PROVIDED BY THE ELECTRICALCONTRACTOR SHALL BE LISTED AND LABELED BY ANATIONALLY-RECOGNIZED TESTING AGENCY,ACCEPTABLE TO THE AUTHORITY HAVINGJURISDICTION, FOR THE CONDITIONS OF THEINSTALLATION.27.PLANS MAY INDICATE THE NUMBER OF PHASENEUTRAL, AND GROUND CONDUCTORS WHERE MORETHAN THREE CONDUCTORS ARE TO BE INSTALLED IN ACONDUIT(THREE OR LESS CONDUCTORS ARE NOTSHOWN). ADDITIONAL CONDUCTORS REQUIRED FORCONTROL SHALL BE INCLUDED EVEN IF NOTEXPLICITLY SHOWN.28.WHERE SIZE IS NOT SHOWN ON THE DRAWINGS,CIRCUITS SHALL CONSIST OF #12 PHASE ANDGROUNDED (NEUTRAL CONDUCTORS) AND A #12 CUGROUND IN A 3/4" CONDUIT.29.UNLESS SPECIFICALLY NOTED OTHERWISE, THEELECTRICAL CONTRACTOR SHALL MAKE FINALCONNECTIONS TO ALL UTILIZATION EQUIPMENTSHOWN ON THE DRAWINGS. VERIFY THE TYPE OFFINAL CONNECTION AND PROVIDE APPROPRIATE WIRING METHOD.30.PRIOR TO TRENCHING IN ANY AREA THE CONTRACTORSHALL CONTACT ELECTRICAL,COMMUNICATIONS/DATA, CABLE T.V., GAS, AND WATERUTILITY PROVIDERS (BLUE STAKE) AND HAVE ALLUTILITIES IN THE AREA IDENTIFIED. IN ADDITION, THECONTRACTOR SHALL OBTAIN THE SERVICES OF ASUBCONTRACTOR SPECIALIZING IN THE LOCATION OFUNDERGROUND STRUCTURES TO IDENTIFY ANDOBSTACLES IN THE PATH OF TRENCHING (PRIOR TOCOMMENCING WORK). DAMAGE TO ANYUNDERGROUND STRUCTURES SHALL BE REPAIRED BYTHE CONTRACTOR AT NO ADDITIONAL COST TO THEPROJECT.31.UTILITY COORDINATIONa.THE CONTRACTOR SHALL SUBMIT A COMPLETESET OF DRAWINGS TO ELECTRICAL AND TELCOUTILITIES WITHIN ONE WEEK OF NOTICE TOPROCEED.b.THE CONTRACTOR SHALL NOT TRENCH ORINSTALL CONDUITS (ON THE UTILITY OR LOADSIDE) TO THE S.E.S, THE UTILITY TRANSFORMER(PRIMARY OR SECONDARY), OR TO THE UTILITYCONNECTION POINT BEFORE RECEIVING A FINALDESIGN FROM THE UTILITY.c.THE CONTRACTOR SHALL NOT INSTALLEQUIPMENT PADS FOR THE SES OR ANY UTILITYEQUIPMENT (TRANSFORMERS, SWITCHINGCABINETS, ETC.) PRIOR TO RECEIPT OF FINALPLANS FROM THE UTILITY.d.THE CONTRACTOR SHALL NOT BECOMPENSATED FOR ADDITIONAL WORKREQUIRED TO MEET THE REQUIREMENTS OF THEUTILITY WHICH IS THE RESULT OF PROCEEDINGPRIOR TO RECEIPT OF A FINAL UTILITY DESIGN.32.SERIES RATING NOTES:TO ENSURE THAT EACHPROTECTIVE DEVICE WHICH IS DEPENDENT ONANOTHER DEVICE WILL INTERRUPT THE AVAILABLESHORT CIRCUIT AT THE LOCATION WHERE IT ISINSTALLED, IT MUST MEET THE FOLLOWINGREQUIREMENTS:a.SWITCHBOARD COMPONENTS, INCLUDING OVERCURRENT PROTECTIVE DEVICES, SHALL BEFULLY RATED FOR THE AVAILABLE FAULTCURRENT SHOWN.b.PROVIDE IDENTIFICATION AT THE ENCLOSURE OFPANEL BOARDS WHERE BREAKERS AREAPPLIEDIN SERIES COMBINATION, STATING:"CAUTION - SERIES RATED SYSTEM._____________ AMPERES. IDENTIFIEDREPLACEMENT COMPONENTS REQUIRED."CONTRACTOR TO FILL IN BLANK WITH AVAILABLEFAULT CURRENT AS SHOWN ON THE SINGLE-LINEDIAGRAM.c.PER NEC ARTICLE 110-22 (2005), PROVIDEIDENTIFICATION AT EACH DISCONNECTINGMEANS FEEDING DOWNSTREAM DEVICESAPPLIED IN SERIES COMBINATION, STATING:"CAUTION - SERIES COMBINATION SYSTEMRATED _________AMPERES. IDENTIFIEDREPLACEMENT COMPONENT REQUIRED."CONTRACTOR TO FILL IN BLANK WITH AVAILABLEFAULT CURRENT AS SHOWN ON THE SINGLE-LINEDIAGRAM.d.AIC RATING SHOWN AT PANEL BOARDS ISMINIMUM RATING FOR OVERCURRENTPROTECTIVE DEVICES. EACH DEVICE SHALL BEFULLY-RATED OR SERIES RATED WITHUPSTREAM DEVICE AT AFC AS SHOWN ON THESINGLE-LINE DIAGRAM.e.NO DESIGN CHANGES MAY BE MADE TO THESYSTEM WITHOUT THE PRIOR APPROVAL OF THEDESIGN ELECTRICAL ENGINEER AND THEELECTRICAL INSPECTOR.f.THE TOTAL MOTOR LOAD CONNECTED BETWEENSERIES RATED DEVICES DOES NOT EXCEED 1%OF THE INTERRUPTING RATING OF THEDOWNSTREAM DEVICE.GENERAL ELECTRICAL NOTES2025 SHARP POINT DR.,FT COLLINS, CO 80525SHEET TITLEPREPARED FOR:CHECKED BY:DRAWN BY:PROJECT NO:CONSULTING FIRM3 INVERNESS DRIVE E STE 200ENGLEWOOD, CO 80112Construction - Project Management - Site Development3131 S. VAUGHN WAY, #550AURORA, CO 80014FOR REVIEWONLY NOTFORCONSTRUCTIONSHEET NUMBERPENETRATIONS RRH ANTENNAS FIBER POWER HYBRID & COAX CABLESELECTRICAL SPECIFICATIONS1KMKF20151294205REVDATEDESCRIPTIONBYA03/15/17ISSUED FOR REVIEWKMB07/31/17ISSUED FOR REVIEWKMC10/24/17SAC COMMENTSKMD01/30/18ISSUED FOR REVIEWJMS005/03/18ISSUED FOR FINALSM.G.105/09/18ISSUED FOR FINALSKM206/04/18ISSUED FOR FINALSKME05/06/19ISSUED FOR REVIEWKMF06/15/19ISSUED FOR REVIEWKMG08/08/19ISSUED FOR REVIEWPSWH10/11/19ISSUED FOR REVIEWPSWJ11/15/19CITY COMMENTSPSWK1/2/20CITY COMMENTSPSWL4/3/20CITY COMMENTSPSW35/29/20ISSUED FOR FINALPSW
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.E-2FTC PARKWOODPOWER PLANELECTRICAL SYMBOLSTEST WELL/GROUND RODGROUND ROD - 5/8" x 10' COPPER CLADCADWELD CONNECTIONMECHANICAL CONNECTIONGROUNDING WIREGROUND BARSURGE SUPPRESSOR GROUND BARFUSED DISCONNECT SWITCHMETER AND MAIN BREAKERMANUAL XFR SWITCH AND GEN. RECPT.GPS ANTENNATELCO BOARDELECTRICAL POWERT-1 LINESURFACE MOUNTED PANEL BOARDMXGTMBEEEEEETTTTTT1-LINE DIAGRAMCIRCUIT BREAKER, FIXED MOUNTED.CIRCUIT BREAKER, DRAWOUT MOUNTING.FUSIBLE SWITCH. SIZE AS INDICATED ONDRAWINGS.DISTRIBUTION TRANSFORMERCURRENT TRANSFORMERMETERING DEVICEPANELBOARD, MAIN LUG ONLYPANELBOARD, MAIN CIRCUIT BREAKERTRANSFER SWITCH - MANUAL OR AUTOMATICMWIRE & CONDUIT CONDUIT CONCEALED IN WALLS OR ABOVE CEILINGW/ 2 #12, #12 GND, 3/4" C., UNLESS NOTED OTHERWISE. CONDUIT ROUTED UNDER FLOOR OR BELOW GRADEW/ 2 #12, #12 GRD, 3/4" C., UNLESS NOTED OTHERWISE.CONDUIT TURNING UPCONDUIT TURNING DOWNINDICATES A PHASE CONDUCTORINDICATES A GROUNDED (NEUTRAL) CONDUCTORINDICATES AN EQUIPMENT GROUNDING CONDUCTORINDICATES AN ISOLATED GROUND CONDUCTOR(SAME SIZE AS EQUIPMENT GROUNDINGCONDUCTOR)GROUND LEAD COILED ABOVE SLABUGUGUGUGUGUG11"x17" SCALE: 3/32" = 1'-0"24"x36" SCALE: 3/16" = 1'-0" 2025 SHARP POINT DR.,FT COLLINS, CO 80525ASSUMED MAXIMUM AVAILABLE FAULTCURRENT 22,000A SYMMETRICAL. VERIFYWITH THE SERVING UTILITY PRIOR TOORDERING DISTRIBUTION EQUIPMENT. ALLDISTRIBUTION EQUIPMENT SHALL BE LISTEDFOR USE AT 22KAIC MINIMUM.THE AUTOMATIC TRANSFER SWITCH SHALL BEA GENERAC ILC SERIES UNIT WITH DUAL TVSS,NEMA 3R, 30K/10K SERIES RATED.125/2125/2PANEL "B"200/3, 200A, LPJ200 A., 120/240 V., 1Ø.3-POLE AUTOMATICTRANSFER SWITCHWITH INTEGRATED LOADCENTER, 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" CONDUITMETER - 120/240V, 1Ø, 3W200AMPS 22 KAIC SERVICE FULLYRATED (INSTALLED BY UTILITY)150/2NEW GENERATOR2" CONDUIT3-3/0 IN 2-1/2" CONDUITNEW GENERATORBLOCK HEATERNEW GENERATORBATT. CHARGERNEW (2) #3/0 CU, # 2 CU GND, 2.5" C.EXISTING 167KVATRANSFORMER 120V/240V, 1Ø,3W SECONDARY OUTPUTGROUND# 1/0 CU MEB,MBJG#1/0 CU
#1/0 CU200/2P8'x3/4" CU CLADGROUND RODSMIN. 6' APARTRINGN22,000A RMSAVAILABLEFAULTCURRENTNEW 15KVA TRANSFORMER120V/240V, 1Ø, 3WSECONDARY OUTPUTNEW (2) #3/0 CU, # 2 CU GND, 2.5" C. PANEL B125 AMP120/240V, 1Ø, 3WMAIN 125/2NEMA3RPED. MTG LOCATION COMMSCOPEPEDESTAL TYPE P.O. BREAKER RATING22K/10K USE/AREASERVEDCBNoLoadNoCBUSE/AREASERVEDL1L2 RECTIFIERS 1 & 240114521GFCI #11802231452GFCI #21804 RECTIFIERS 3 & 4405145240RECTIFIERS 5 & 614526271452214528 AIRCONDITIONER20990040RECTIFIERS 7 & 81452102119002145212 TOTAL (CONNECTED)68886888 25% CONTINUOUS *16771677-- TOTAL (CODE)856585658565 VA / 120 V = 71.4 APANEL 'B' LOADS ARE BASED ON INFORMATION PROVIDED BY COMMSCOPE.20201 PANEL A200 AMP120/240V, 1Ø, 3WMAIN 200/2NEMA3RSURF. MTG LOCATION AT SERVICE TYPE P.O. BREAKER RATING 25K/10K USE/AREA SERVEDCBNoLoadNoCBUSE/AREA SERVEDL1L2 PANEL 'B'12518565 SPACE-2238565 SPACE-4GEN. BLOCK HEATER2051500SPACE-6GEN. BATTERY CHARGER207600SPACE-8 SPACE9-SPACE-10 SPACE11-SPACE-12 SPACE13-SPACE-14 SPACE15-SPACE-16 SPACE17-SPACE-18 SPACE19-SPACE-20 SPACE21-SPACE-22 SPACE23-SPACE-24 TOTAL (CONNECTED)100659165 25% CONTINUOUS *00-- TOTAL (CODE)10065916510065 VA / 120 V = 83.9 A11SHEET TITLEPREPARED FOR:CHECKED BY:DRAWN BY:PROJECT NO:CONSULTING FIRM3 INVERNESS DRIVE E STE 200ENGLEWOOD, CO 80112Construction - Project Management - Site Development3131 S. VAUGHN WAY, #550AURORA, CO 80014FOR REVIEWONLY NOTFORCONSTRUCTIONSHEET NUMBERPENETRATIONS RRH ANTENNAS FIBER POWER HYBRID & COAX CABLES
EEEENEW 1 1/4" UNDERGROUND CONDUITFROM THE INTEGRATED LOAD CENTERTO THE POWER CABINET. COORDINATESTUB-UP LOCATIONS PRIOR TO DIGGING.PROVIDE (2) EXTRA 3/4" C. FORCONTROLS & POWER REQUIREMENTS.(3/4" C. FROM PANEL A)(3) NEW #4/0 AWG AND (1) #2 AWG FORGROUND IN NEW 2" CONDUIT FROM NEW200A ELECTRICAL METER TO NEW VERIZON200A INTEGRATED LOAD CENTERINSTALL 2" NIPPLE AS NEEDEDBETWEEN CABINETSONE-LINE DIAGRAM1PANEL SCHEDULES2ELECTRICAL SYMBOLS3POWER PLAN4E
NEW 2 1/2"Ø CONDUIT ROUTEDBELOW GRADE FROM NEWTRANSFORMER (INSTALLED BYUTILITY) TO NEW VERIZON UTILITYMETER (BY UTILITY)NEW VERIZON LIGHT, TYP. (2 PLACES)KMKF201512942052A-72A-72A-72A-75A-82A-7REVDATEDESCRIPTIONBYA03/15/17ISSUED FOR REVIEWKMB07/31/17ISSUED FOR REVIEWKMC10/24/17SAC COMMENTSKMD01/30/18ISSUED FOR REVIEWJMS005/03/18ISSUED FOR FINALSM.G.105/09/18ISSUED FOR FINALSKM206/04/18ISSUED FOR FINALSKME05/06/19ISSUED FOR REVIEWKMF06/15/19ISSUED FOR REVIEWKMG08/08/19ISSUED FOR REVIEWPSWH10/11/19ISSUED FOR REVIEWPSWJ11/15/19CITY COMMENTSPSWK1/2/20CITY COMMENTSPSWL4/3/20CITY COMMENTSPSW35/29/20ISSUED FOR FINALPSW(2) NEW VERIZON HYBRID CABLE(S) ROUTED IN(N) UNDERGROUND CONDUITS TO NEWMONOPINE1A-5.1
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1) COPPER GROUND BAR OR APPROVED EQUAL,1/4" x 4" X 12". HOLE CENTERS TO MATCH NEMADOUBLE LUG CONFIGURATION.2) SPACERS AS REQUIRED3) 5/8" LOCKWASHERS4) WALL MOUNTING BRACKET5) 5/8" -11 x 1" H.H.C.S. BOLTS6) GROUND BAR TO BE PURCHASED FROM ROHN.NOTES:34521#2 AWG STRANDED,INSULATED BONDEDTO TOWER STEEL ORMONOPOLE#6 AWG TO ANTENNASRX0TX0RX1WEATHERPROOFING KIT(TYP.)STANDARD GROUND KIT(TYP.) (SEE NOTE)ANTENNA CABLETO SHELTER (TYP.)ANTENNA GROUND BAR,SIMILAR TO K16-057.MOUNT GROUND BARNEAR TOP OFMONOPOLE, TOWER ORWAVEGUIDE LADDER.JUMPER REQUIREDONLY FOR 1 5/8"Ø COAXOR FOREASE OF CONNECTION(TYP.)CONNECTORWEATHERPROOFINGKIT (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.
TYPICALGROUND ROD(TYPICAL)GRADEBURIED GROUND RINGCABINET1'-0" RADIUS BEND (MIN.)#2 AWG SOLIDCU. BARE TINNEDSCALE:NTSSCALE:NTSSCALE:NTSSCALE:NTS*NOTE:GROUND RINGS ARE NEW. CONTRACTORRESPONSIBLE FOR GROUNDING VERIZONWIRELESS EQUIPMENT ONLY. LANDLORD TOLEAVE EXCESS GROUND LEADS ABOVE GRADEFOR USE BY VERIZON CONTRACTOR. SEE 2/E-4FOR GENERAL GROUNDING NOTESMECHANICAL CONNECTIONS WILL BE USED ONNEW EQUIPMENT, CADWELD CONNECTION WILLBE USED ON GROUND RING, TEST WELL, ANDGROUND RODS.1.ALL GROUNDING LEADS INSTALLED TO ENSURE A SMOOTH PATH TO COUNTERPOISE WITHOUTKINKS OR SHARP BENDS OR RETURN UPWARDS.2.CONTRACTOR WILL UTILIZE THE "FALL OF POTENTIAL MEASUREMENT METHOD" PER NETASTANDARDS, UTILIZING THE AEMC-4500 MEASURING DEVICE OR APPROVED VERIZON EQUAL. ALLGROUND TESTING TO BE PERFORMED BEFORE CONNECTING TO POWER UTILITY GROUND ANDPRIOR TO ANY BACKFILL OF GROUNDING TRENCHES. ELECTRICAL CONTRACTOR WILL PROVIDE AMINIMUM OF ONE (1) INSPECTION PORT FOR TESTING GROUNDING RESISTANCE. CONTRACTORWILL INSTALL THE MINIMUM OF ONE (1) INSPECTION PORT FOR TESTING GROUNDING RESISTANCE,CONTRACTOR WILL INSTALL THE MINIMUM NUMBER OF GROUND RODS INDICATED, SEEGROUNDING PLAN FOR APPROX. LOCATIONS. CONTRACTOR WILL INSTALL ADDITIONALGROUNDING 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 THESURFACE OF THOSE ARES DESIGNATED FOR FUTURE DISASSOCIATED PADS OR SHELTERS.4.THE CONTRACTOR WILL DOCUMENT MEGGER TEST RESULTS, REDLINE THE DRAWINGS FOR THELOCATION OF ALL UNDERGROUND GROUNDING COMPONENTS AND PHOTOGRAPH WITH A DIGITALCAMERA THE ENTIRE NEWLY INSTALLED GROUNDING SYSTEM PRIOR TO BACKFILL OF ANY OPENTRENCHES.5.ANY EXCEPTIONS TO THIS BASIC GROUNDING DESIGN GUIDELINE, ROUTING DESIGN, ORMODIFICATIONS, WILL BE DOCUMENTED AND DIMENSIONED BY THE WAY OF RED LINE DRAWINGS.IT THE RESPONSIBILITY OF THE SELECTED CONTRACTOR TO ENSURE THE NEWLY INSTALLEDGROUNDING SYSTEM MEETS THE VERIZON WIRELESS STANDARDS OF 5 OHMS OR LESS.E-3FTC PARKWOODGROUNDING PLANC.O.= CONDUIT ONLYEMT.= ELEC. METALLIC TUBING (THIN WALL)PVC.= SCHEDULE 40 PLASTIC CONDUITGRC.= GALVANIZED RIGID CONDUITFIXT.= FIXTUREMTD.= MOUNTEDW.A.= WEATHERPROOFU.O.N.= UNLESS OTHERWISE NOTEDG. OR GRD.= GROUNDN. OR NEUT.= NEUTRALA. OR AMP.= AMPEREKW.= KILOWATTSW.= WATTSLV.= LOW VOLTAGE~= PHASEDEF= DUAL ELEMENT FUSESDIA= DIAMETERH.P. OR HP= HORSEPOWERXFMR= TRANSFORMERC.A.= CIRCUIT BREAKERCKT.= CIRCUITSW.= SWITCHMTS= MANUAL TRANSFORMER SWITCHF.A.= FIRE ALARMRECPT.= RECEPTACLEE.C.= ELECTRIC CONTRACTORG.C.= GENERAL CONTRACTOR1P, 2P, & 3P= SINGLE POLE, TWO , & THREE POLEEGB= EQUIPMENT GROUND BUSMGB= MAIN GROUND BUSAFC= AVAILABLE FAULT CURRENTCLF= CURRENT LIMITING FUSEAWG = AMERICAN WIRE GAUGEBCW = BARE COPPER WIREGPS= GLOBAL POSITIONING SYSTEMPCS= PERSONAL COMMUNICATION SERVICEPPC= POWER PROTECTION CABINETRWY = RACEWAYTYP.= TYPICALRGS= RIGID GALVANIZED STEELEMT= ELECTRICAL METALLIC TUBINGDWG= DRAWINGIGR= INTERIOR GROUND RING (HALO)CCA= ANTENNA CABLE COVER ASSEMBLYBTS= BASE TRANSMISSION SYSTEMGEN= GENERATORGR= GROWTHBSCW= BARE STRANDED COPPER WIREISCW= INSULATED STRANDED COPPER WIRESCALE:NTS(4) ANTENNA SECTOR (TYP.)ANTENNA
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SCALE:NTSSCALE:NTSSCALE:NTSGRADE30" MIN.OR 6" BELOWFROSTLINECADWELDEXTERIOR GROUNG RING#2 AWG. BCW34"Ø x 8' COPPER CLADSTEEL GROUND RODE-4FTC PARKWOODCOUNTY2025 SHARP POINT DR., FT COLLINS, CO 80525TUCSON, ARIZONA 85745SITE UTILITY PLAN &GROUNDING DETAILSKFSHEET NUMBERFINISHED GRADE30" MAX.8" MAX. TO TOPOF TEST LEADEXOTHERMIC WELD(THERMOWELD OREQUIVALENT) DIRECTLYTO TOP OF GROUNDROD58"Ø x 10' COPPER CLADSTEEL GROUND RODSUBGRADE#2 SOLID, BARE, TINNEDCOPPER GROUND RING#2 SOLID, BARE, TINNEDCOPPER GROUND RING3" x 42" DIA. PVC PIPECONCRETE ACCESS BOXGROUND30" MIN.GRADEGROUND ROD (TYPICAL)#2 SOLID TINNED CU EXTERNALBUILDING BURIED GROUND RINGEXOTHERMICALLYWELD TO GROUND ROD(TYPICAL)FTC PARKWOODKMSHEET TITLEPREPARED FOR:CHECKED BY:DRAWN BY:PROJECT NO:CONSULTING FIRM3 INVERNESS DRIVE E STE 200ENGLEWOOD, CO 80112Construction - Project Management - Site Development3131 S. VAUGHN WAY, #550AURORA, CO 80014FOR REVIEWONLY NOTFORCONSTRUCTIONSHEET NUMBERPENETRATIONS RRH ANTENNAS FIBER POWER HYBRID & COAX CABLES
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E CO.11"x17" SCALE: 1/32" = 1'-0"24"x36" SCALE: 1/16" = 1'-0" KNOW WHAT'S BELOWCALL BEFORE YOU DIGSITE UTILITY PLAN1EXTERIOR GROUND RING2GROUND TEST WELL DETAIL3GROUND ROD DETAIL410'-0"CONTRACTOR TOINSTALL NEW 2-1/2"CONDUIT FROM PVRETRANSFORMER TO NEWVERIZON UTILITY (BYUTILITY) MINIMUM OF 30"BELOW GRADENEW 10'-0" VERIZONUTILITY EASEMENTNEW 15kVATRANSFORMERNEW H-FRAME W/ NEWMETER/DISCONNECTEXISTING 150 KVATRANSFORMERPROPOSED EMERGENCY ACCESSEASEMENTPROPOSED DRAINAGEEASEMENT BYREVDATEDESCRIPTIONBYA03/15/17ISSUED FOR REVIEWKMB07/31/17ISSUED FOR REVIEWKMC10/24/17SAC COMMENTSKMD01/30/18ISSUED FOR REVIEWJMS005/03/18ISSUED FOR FINALSM.G.105/09/18ISSUED FOR FINALSKM206/04/18ISSUED FOR FINALSKME05/06/19ISSUED FOR REVIEWKMF06/15/19ISSUED FOR REVIEWKMG08/08/19ISSUED FOR REVIEWPSWH10/11/19ISSUED FOR REVIEWPSWJ11/15/19CITY COMMENTSPSWK1/2/20CITY COMMENTSPSWL4/3/20CITY COMMENTSPSW35/29/20ISSUED FOR FINALPSW