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HomeMy WebLinkAboutCLEARWIRE, COLLINDALE GOLF COURSE WTF - PDP - 11-10 - PLANS - MAPS/GRAPHICS (3)SEE SITE PLAN FOR WIDTH OF OPENING EQUAL EQUAL �k- GATE POST SINK HEAD OF CARRIAGE BOLT FLUSH WITH HORIZONTAL BRACING 1/2" CROWN I�-��u I I illui.� TIC i h ! n�I CORNER POST, L SEE SCHEDULE ROD AND MUSHROOM/BASE- W/PADLOCK LOCKING DEVISE WOOD FENCE DETAIL SCALE; N.T.S. �\I 91 6'—Q" O.C. RUN FENCE BRACKET ('fYP) 6'-0" MAX. 2 3/8"0 LINE I 3"0 CORNER POST POST HORIZONTAL FENCE MEMBER RUN BETWEEN POST FENCE MEMBER O I 00 J U 'itn I I —i 0={lr III - '1n R'1 II IT',TI":. IFL4 �. 1 I , y W MIRFAI FABRIC FINISHED L` a 50OX GRADE a CORNER POST, LINE POST, CORNER POST, SEE SCHEDULE SEE SCHEDULE SEE SCHEDULE LINE POST WITH FENCE BRAKCET 1/2"0 CARRIAGE BOLT COUNTERSINK FROM FACE SIDE 1"x4" CEDAR OR PRESSURE TREATED LUMBER, o DOG EAR STYLE BOARD END TREATMENT 0 I POST VARIES RE: 1/A5 (4) ROWS OF 2x6" PRESSURE TREATED BACKERS. VERTICAL MEMBER TO RUN CONTINUOUS AND o HORIZONTAL MEMBER TO RUN BETWEEN POST I ATTACH WITH GALVINZED FENCE BRACKET. SECURE nI WITH AND COUNTERSINK 1/2"0 CARRIAGE BOLT FROM FACE/SIDE l r 0 I N 3/A5 , (TYP) o 7111�11 14-iii I � 24"0 CONCRETE FOUNDATION ' i_ r�FENCE POST DETAIL SCALE: N.T.S. 0 I m a 1717 S Boulder Suite 300 Tulsa, OK 74119 PH: (918) 587.4630 'clear© super fast mobile Internet 4400 CARILLON POINT KIRKLAND, WA 98033 (425) 216-7600 OFFICE ISSUED FOR: REV DATE DESCRIPTION LE 9 16 09 LEASE E%HIBR ZD 2/26/10 ZONING DRAWINGS ZD 5/12/10 ZONING DRAWINGS ZD 11i ZONING DRAWINGS PROJECT NO: 50931 DRAWN BY: SDL CHECKED BY: SLM T���i, �A�ATA111jj11 yI � 4v CO—DEN1024 COLLINDALE GOLF COURSE AVE FT.. COLLINS,COCO CO 80525 PROPOSED MONOPOLE MIM 1"x4" DOG STYLE FENCING SHEET TITLE FENCE DETAILS FENCE POST DETAIL A7 SCALE: N.T.S. SHEET NUMBER: FiA �I 91 CLEARWIRE FIBER/POWER CABLES IN (2) 2" FIBER GUARD/FLEX—COR FLEXIBLE CORRUGATED CONDUIT OR EQUIVALENT ATTACHED USING SNAP —IN HANGERS AND CUSHION OR APPROVED METHOD CLEARWIRE ABOVE GROUND EITHERNET CABLE INSIDE (1) 3" EMT CONDUIT FROM EQUIPMENT CABINET TO TOWER BASE AND ETHERNET CABLE TO ANTENNAS i-GPS ANTENNA EXISTING — MONOPOLE 12"x24"x6" DEEP JUNCTION BOX 'IONAL LIGHT �12"x12"x6" DEEP JUNCTION BOX SITE SUPPORT CABINET N STEEL PLATFORM 3" PIPE SUPPORT, �,� EQUIPMENT PLAN I STEEL EQUIPMENT L SCALE: N.T.S. PLATFORM m I I S ELEVATION SCALE: N.T.S. NEW CABINET SECURITY LIGHTING BE HIGH PRESSURE CODIUM LIGHT LIKE DESIGN ' FOUNTAIN HPSL 70D-87 HIGH PRESSURE SODIUM PHOTOCELL OR EQUIVALENT SITE SUPPORT r n I CABINET HVAC UNIT HVAC UNIT SSC SSC TELCO BOX ® ® ® ® r PLATFORM STEEL UIPMENT CABINET ELEVATION JI:AL.t: N.1-.5. SOHADWER PVC UI CONDUIT PVC POWER CONDUIT CONDUIT TO ANTENNA SCH.40 PVC TELCO CONDUIT SCH.40 PVC CONDUIT TO ANTENNA CABINET MOUNTING DETAIL ON GRATING 3 SCALE: N.T.S. 36"x72" PLATFORM DETAIL `'f SCALE: N.T.S- NEW CABINET SECURITY LIGHTING TO BE HIGH PRESSURE CODIUM LIGHT LIKE DESIGN FOUNTAIN HPSL 70D-87 HIGH PRESSURE SODIUM PHOTOCELL OR EQUIVALENT SITE SUPPORT ELECTRICAL PANEL CABINET COMES MOUNTED ON AND PREWIRED POWER TO THE SITE RECEPTACLE FOR SUPPORT CABINET PORTABLE GENERATOR CONNECTION TELCO BOX ISTEEL EQUIPMENT PLATFORM SCH.40 PVC POWER CONDUIT SCH.40 PVC TELCO CONDUIT 1717 S Boulder Sulte 300 Tulsa, OK 74119 PH: 918 587-4630 clear 0 super fast mobile Internet 4400 CARILLON POINT KIRKLAND, WA 98033 (425) 216-7600 OFFICE PROJECT NO: 80931 DRAWN BY: SDL CHECKED BY: SUM r c � &M nas oow m CO —DEN 1024 COLUNDALE GOLF COURSE 3874 S LEMAY AVE FT. COLLINS, CO 80525 PROPOSED MONOPOLE SHEET TITLE ELEVATION AND ANTENNA DETAILS SHEET NUMBER; Fi6l A4 ANTENNA INFORMATION SECTOR ANTENNA MANUFACTURER ANTENNA MODEL RAD CTR (AGL) AZIMUTH (DTN) TILT (MECH) TILT (ELEC) LINE TYPE COLOR ALPHA 1 KATREIN UNKNOWN 50' 0' 0' 0' FIBER/POWER RED BETA 2 KATREIN UNKNOWN 50' 120' 0' 0' FIBER/POWER BLUE GAMMA 3 KATREIN UNKNOWN 50' 240' 0' 0' FIBER/POWER YELLOW MICROWAVE DISH INFORMATION MICROWAVE VENDOR MICROWAVE ANTENNA MODEL MICROWAVE SIZE AZIMUTH (DTN) RAD CTR (AGL) TILT) (MECH TILT (ELEC) FRED. BAND (GHZ) MODEM TYPE 1 ANDREW VHLP1-23 12"(1.0') T.B.D. 48' 0' 0' 5.8 TBD 2 ANDREW VHLPI-23 12-(1.0') T.B.D. 48' 0' 0' 5.8 TBD 3 I 0 H 3 I EXISTING TOWER—,. VALMONT TRI—SECTOR t UNIVERSAL MOUNT OR A EQUIVALENT BTS - 3 1/2" O.D. STD PIPE PANEL ANTENNA ANDREW UNMEM TRI—MOUNT WITH SIDE ARMS, TYP, MICROWAVE DISH DUAL ANTENNA MOUNT (W/ANTENNA &DISH) '`�JSCALE: N.T.S. MONOPOLE MOUNTING BRACKET `r SCALE: N.T.S. ANTENN_�,S- 1. ALL ANTENNAS TO BE FURNISHED WITH DOWNTILT BRACKETS. CONTRACTOR TO COORDINATE REQUIRED MECHANICAL DOWNTILT FOR EACH ANTENNA WITH CLEARWIRE RF ENGINEER. 2. ANTENNA CENTERLINE HEIGHT IS ABOVE GROUND LEVEL (AGL). 3. CONTRACTOR SHALL VERIFY ANTENNA TYPE, AZIMUTH, DOWNTILT, AND ANTENNA NUMBER PER SECTOR WITH CONSTRUCTION MANAGER PRIOR TO CONSTRUCTION. 4. ALL PERSONNEL WORKING ON THE TOWER MUST COMPLY WITH CLEARWIRE'S RF EMISSIONS GUIDELINE POLICY. 5. CHECK WITH RF ENGINEER FOR LATEST ANTENNA TYPE AND AZIMUTH. 6. CONTRACTOR SHALL NOT INSTALL SHRINK WRAP UNTIL AFTER CABLES HAVE BEEN SWEPT. 7. THE USE OF ALTERNATE GROUNDING MEANS (SUCH AS LYNCOLE XIT) SHALL COMPLY WITH O.C.E.I. CONSTRUCTION SPECIFICATIONS AND BUILDING PRACTICES. EXISTING TOWER DOWN71LT BRACKET INSTALL PER MFG, SPECS. 6" FLAT PANEL MICROWAVE DISH 200 SCH 40 PIPE MOUNT PANEL ANTENNA BTS PROPOSED VALMONT TRI—SECTOR UNIVERSAL MOUNT OR EQUIVALENT RRH �k--N MALE CONNECTORS DIN MALE POWER CONNECTOR GROUNDING FIBER JUMPERS BPOINT ON CU 0 0 COMBINED POWER & FIBER CABLE BOTTOM VIEW OF MOTOROLA DAP HEAD c ANTENNA DETAIL V SCALE: N.T.S. 1 PANEL ANTENNA --JUMPERS FIBER POWER & FIBER CABLE DC POWI ETHERNET CABLE POWER 3 (4) STRANDS MULTIMODE FIBER OPTICS STS K-C--�ANTENNA CABLING DETAIL `� SCALE: N.T.S. PANEL ANTENNA ANTENNA 500 X1" CABLE POWER CABLE L 1717 S Boulder Suite 300 Tulsa, OK 74119 PH: 918 5874630 clear super fast mobile interneO 4400 CARILLON POINT KIRKLAND, WA 98033 (425) 216-7600 OFFICE ISSUED FOR: REV DATE oEscwvroN LE 9 19 09 1 LEASE EXHIOTT 2D 1 2/26/10 1 ZONING DRAWINGS PROJECT NO: 80931 DRAWN BY: SDL CHECKEDBY: SUM hi..All L . n A NOIA d�UWL `i1M ANY PF119D11. UNLET �n ACIING UNOEn 1NE EEK TO OF A PR�H5510NIL ENQNEER, TO TER 1N3 DOp1NFM. CO—DEN1024 COLUNDALE GOLF COURSE 3874 S LEMAY AVE Fr. COLLINS. CO 80525 PROPOSED MONOPOLE SHEET TITLE CABINET MOUNTING DETAIL SHEET NUMBER: REVISION: A3 ZD of N (9' I C hG'n9' 0° WA h W� E- (DISH 2) (SECTOR 1) AZIMUTH 0' AZIMUTH T.B.D. \ POWERWAVE PANEL ANTENNA P65-18—XXW2—R (1) PER SECTOR. (3) SECTORS (TYP) ANDREW M/W FLAT PANEL, TYP. 2 STEALTH ANTENNA MOUNTING BRACKET (SECTOR 3) \ (SECTOR 2) 240' AZIMUTH 120' AZIMUTH (DISH 1) AZIMUTH T.B.D. �—'NNA PLAN VIEW SCALE: N.T.S. SITE PLAN SCALE: 1/32"=1'-0" 1. ALL ANTENNAS FURNISHED WITH DOWN71LT BRACKETS. CONTRACTOR TO COORDINATE REQUIRED MECHANICAL DOWNTILT FOR EACH ANTENNA WITH RF ENGINEER. 2. ANTENNA CENTERLINE HEIGHT IS IN REFERENCE TO HEIGHTS SHOWN ON TOWER ELEVATIONS. 3. CONTRACTOR SHALL VERIFY ANTENNA TYPE, CABLE TYPE, AND AZIMUTH WITH RF ENGINEER AND/OR CONSTRUCTION MANAGER PRIOR TO CONSTRUCTION. 4. LOCAL MAGNETIC DECLINATION FACTOR, PER THE NATIONAL GEOPHYSICAL DATA CENTER IS 9' 13' E CHANGING BY 0' 8' W/YEAR PER YEAR. EXISTING GOLF COURSE DRIVING RANGE t135'-00- EXISTING GOLF rPROPOSED 3'x6' BALL CATCH NETS c I CLEARWIRE EQUIPMENT ;r PLATFORM F------� -� p EXIS—TING CO—MPOST of io I RECOVERY BINS i0 I PROPOSED 50' ——J MONOPOLE (GvvJll 40.53464- N —1os.oszts• w PROPOSED 8'-0" HIGH WOODEN FENCE EXISTING DRIVE FOUR —WING SALTBUSH 25'-0" PROPOSED \ PATH (DIRT) SHRUB LANDSCAPING (p) COMPOUND WOODEN GATE BUFFER IS INDIGENOUS TO THE AREA EXISTING DRIVEWAY BUILDING EXISTING GOLF '/ COURSE GROUNDS KEEPER AREA TOP OF TOWER ELEV. 50 A.G.L. ELEV. DI 46' AG.F- L . PROPOSED (3) SECTOR C WIRELESS COLLAR MOUNT WITH STEALTH SHROUD, CONCEALING (3) PANEL ANTENNA AND (2) M/W DISHES. TOWER ELEVATION 1717 S Boulder Suite 300 Tulsa, OK 74119 clear( super fast mD611e Internet 4400 CARILLON POINT KIRKLAND, WA 98033 (425) 216-7600 OFFICE PROJECT NO: 80931 DRAWN BY: SDL CHECKEDBY: SLM tti 1�Il lli � n •l r�l � �. 9 .4 44. rN Ai R IS A N F IAW MR Wr PERSON. UNLLSS THEY A W UNDER TIE DIPECIION OF A t1DENSEO PROfESS10NY ENGINEER, TO ALTER TITS DDCUNENT. CO—DEN1024 COLLINDALE GOLF COURSE 3874 S LEMAY AVE FT. COLLINS, CO 80525 PROPOSED MONOPOLE SHEET TITLE SITE PLANTOWER ELEVATION & ANTENNA PLAN VIEW SHEET NUMBER: REVISION' A2 Z D 3 EXISTING GOLF J OURSE DRIVING RANGE f 135'-00" .EXNGING GOLF WAY I 1 I L�'J, BALL CATCH NETS EXISTING TREES SITE LAYOUT SCALE: 1/32"=1'-0" GENERAL NOTES: 1. THE LATERAL SEISMIC FORCE FOR EQUIPMENT CABINET ANCHORAGE DESIGN PER THE (2006 INTERNATIONAL BUILDING CODE/ ASCE STANDARD)(SEI/ ASCE 7-02) STANDARD IS: Fp-0.54Wp (FOR ASO DESIGN) 2. INFORMATION SHOWN ON THESE DRAWINGS WAS OBTAINED BY FIELD MEASUREMENT. THE GENERAL CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND NOTIFY THE ARCHITECT/ENGINEER OF ANY DISCREPANCIES PRIOR TO ORDERING MATERIALS OR PROCEEDING WITH CONSTRUCTION. 3. THE GENERAL CONTRACTOR AND HIS SUBCONSULTANTS SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND INSPECTIONS WHICH MAY BE REQUIRED FOR THE WORK. 4. STRUCTURAL STEEL SHALL CONFORM TO THE LATEST EDITION OF THE AISC SPECIFICATIONS FOR STRUCTURAL STEEL BUILDING ALLOWABLE STRESS DESIGN AND PLASTIC DESIGN INCLUDING THE COMMENTARY AND THE AISC CODE OF STANDARD PRACTICE. 5. STRUCTURAL STEEL PLATES AND SHAPES SHALL CONFORM TO ASTM A36. ALL STRUCTURALL STEEL PIPES SHALL CONFIRM TO ASTM A53 GRADE B. ALL STRUCTURAL STEEL TUBING SHALL CONFORM TO ASTM A500 GRADE B. ALL STRUCTURAL STEEL COMPONENTS AND FABRICATED ASSEMBLIES SHALL BE HOT DIP GALVANIZED AFTER FABRICATION. 6. WELDING SHALL BE IN ACCORDANCE WITH THE AMERICAN WELDING SOCIETY (AWS) 0.1.1-96 STRUCTURAL WELDING CODE -STEEL WELD ELECTRODES SHALL BE E70XX. FIELD TOUCH UP WTTH ZINC RICH PAINT (ALL EXISTING AND NEW AREAS) AFTER WELDING IS COMPLETE. EXISTING COMPOST RECOVERY BINS EXIT_ PATH (DIRT) BUILDING EXISTING DRIVEWAY PROPOSED ELEVATED 3"0 EMT CONDUIT SUPPORTED BY 2 1/2" STD. PIPE POST SPACED O 11 O.C. PROPOSED 7'-O": 7'-0" LEASE AREA FOUR -WING SALTBUSH SHRUB LANDSCAPING IS I _ INDIGENOUS TO THE AREA o I PROPOSED 100A N METER/DISC. ON NEW 3" STD. PIPE PROPOSED 50' MONOPOLE 40.53464' N. -105.05219' W PROP SED 8'-0" HIGH WOODEN FENCE ,.__�CEXISTING GOLF OURSE GROUNDS KEEPER AREA 7. ALL THREADED STRUCTURAL FASTENERS FOR ANTENNA SUPPORT ASSEMBLIES SHALL CONFORM TO ASTM A307 OR ASTM A36. ALL STRUCTURAL FASTENERS FOR STRUCTURAL STEEL FRAMING SHALL CONFORM TO ASTM A325. FASTENERSSHALL BE 5/8 INCH MIN. DIAMETER BEARING TYPE CONNECTIONS WITH THREADS EXCLUDED IN THE SHEAR PLANE. ALL EXPOSED FASTENERS, NUTS AND WASHERS SHALL BE GALVANIZED UNLESS OTHERWISE NOTED. CONCRETE EXPANSION ANCHORS SHALL BE HILT] KWIK BOLTS UNLESS OTHERWISE NOTED. ALL ANCHORS INTO CONCRETE SHALL BE STAINLESS STEEL. B. ALL COAXIAL CABLE CONNECTORS AND TRANSMITTER EQUIPMENT SHALL BE SPECIFIED BY THE OWNER AND IS NOT INCLUDED IN THESE CONSTRICTION DOCUMENTS. THE CONTRACTOR SHALL FURNISH ALL CONNECTION HARDWARE REQUIRED TO SECURE THE CABLES. ETHERNET CABLES SHALL BE ATTACHED TO THE TOWER HARDWARE REQUIRED TO SECURE THE CABLES. ETHERNET CABLE SHALL BE ATTACHED TO THE TOWER WAVE GUIDE LADDER USING UV -RESISTANT TIE WRAPS OR STAINLESS STEEL HARDWARE 9. NORTH ARROW SHOWN ON PLANS REFERS TO TRUE NORTH. CONTRACTOR SHALL VERIFY NORTH AND INFORM ARCHITECT/ENGINEER OF ANY DISCREPANCY BEFORE STARTING CONSTRUCTION. 10. ALL REINFORCING STEEL SHALL CONFORM TO ASTM 615 GRADE 60, DEFORMED BILLFISTEEL BARS. WELDED WIRE FABRIC REINFORCING SHALL CONFORM TO ASTM A185. 11. EQUIPMENT ENCLOSURE SHALL BE A WOOD FENCE. ENCLOSURE TO BE SECURED WITH MATCHING WOOD GATE 6'-0" IN HEIGHT. ALL STEEL COMPONENTS SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A153. WOODEN GATE G Ir (9e 13 E �1 changing bJ 0. 8 N A.Iyear) * 9�'cl 19 F 12. FENCED SITE AREA SHALL BE CLEARED AND GRUBBED. REMOVE UNSUITABLE SOFT OR LOOSE SOILS, ORGANIC MATERIAL AND OR RUBBLE TO FIRM SUBGRADE. FILL UNDERCUT UP TO 4 INCHES BELOW FINISH GRADE. PLACE A 150 MIL WOVEN GEOTEXTILE FILTER FABRIC ON SUBGRADE AND FILL WITH 4 INCHES OF AASHTO 57 STONE TO FINISH GRADE. 13. CONCRETE FOR THE EQUIPMENT PAD SHALL BE 2500 PSI NORMAL WEIGHT CONCRETE WITH FIBERMESH ADMIXTURE. CONTRACTOR MAY USE APPROVED PRECAST EQUIVALENT. 14. LUMBER SHALL COMPLY WITH THE REQUIREMENTS OF AMERICAN INSTITUTE OF TIMBER CONSTRUCTION AND THE NATIONALFOREST PRODUCTS ASSOCIATION'S NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION. ALL LUMBER SHALL BE PRESSURE TREATED AND SHALL BE STRUCTURAL GRADE NO. 2 OR BETTER. 15. PLEASE REFER TO THE STRUCTURAL ANALYSIS FOR ANY AND ALL INFORMATIONREGARDING THE PROPOSED LOADING. 16. ALL FIELD CUT METAL WILL BE SCRAPED OF ANY RUST AND COLD GALVANIZED. 17. RUBBER CAPS WILL BE PLACED ON ALL EXPOSED UNISTRUT ENDS. 1717 S Boulder Sufte 300 Tulsa, OK 74119 PH: (918) 587-4630 clear( super fast mobile Internet 4400 CARILLON POINT KIRKLAND, WA 98033 1425)216-7600 OFFICE PROJECT NO: 80931 DRAWN BY: SDL CHECKED BY: SLM 'ttsttt+tsuN r ,, ....... Ile Orr rurumturit:'t CO-DEN1024 COLUNDALE GOLF COURSE 3874 S LEMAY AVE FT. COLLINS, CO 80525 PROPOSED MONOPOLE SHEET TITLE SITE LAYOUT SHEET NUMBER: REVISION: Al ZD J NW Corner Sec. 31 (7-68) Fnd. Alum. Cap I / IW Q /I / I 03 00 U I 0_-' Q\ ua 3a 2 _ W '9 �av Mq _ N 8952'32" E 1623.99' — \ N 66'24'04" W / 48.44' Asphalt Drive N 89'52'32" E 2537.83' I NE 1/4, NW 1/4 OWNER: City of Fort Collins PN 87310-00-925 !r Driving Range 1 \ \ � I \ /N 45*41 *25" W \ C 101.49' I \ \� 4' Utility Easement \\ \ I Conc. Wall 42" Culvert \ \� D Existing Netting 42" Culvert \ N 9060'00" W — NAD 83 DATUM \ — — 23— - - — — — _ LAT:40'32'04.86" \ LON:105'03'07.54" \ — �� \ (Rock) 15' Access Easement EL:4974.7' NAVD88 \\ S 05'40'47" W \ \, \� 9 2s sv 7s Conc. Inlet 19.43 Conc. Inlet I � \\ 12" PVC Scale: 1"=50' 12" PVC -�Q� .—==sm==== ...... a all N 1/4 Corner Sec. 31 (7-68) Fnd. Alum. Cap I1 I 1 Existing Netting N 00'00'00" E — 150.00' m A ^ I a I M Metal Shed n N 45ro0'00" w \ \ 120.00' \� Asphalt \ Parking Metal \ \ Shed oil \ ----- 40 Conc. Drainage \ Way \ Transformer N 00'00'00" W 9.53' Existing Fuel Tanks 1717 S Boulder Sulle 300 Tulsa, OK 74119 clear(! super fast mobile Internet "00 CARILLON POINT KIRKLAND. WA 98033 (425) 216.7600 OFFICE ISSUED FOR: 11ty wit a6rJ�ilow PROJECT NO: H5306a DRAWN BY: TEG CHECKED BY: JMM CJO\0�� n 35589 =` AL •LIWO� JAYME M. MALONE COLORADO LS /35589 CO—DEN1024 COLLINDALE GOLF COURSE 3874 S. LEMAY AVE. FORT COLLINS, CO 80525 PROPOSED MONOPOLE SHEET TITLE LAND SURVEY SHEET NUMBER: REVISION: LS-2 3 PARENT PARCEL DESCRIPTION: The Northeast Quarter of the Northwest Quarter and the Northwest Quarter of the Northeast Quarter lying West of the Union Pacific Railroad Right of Way, Section 31, Township 7 North, Range 68 West, City of Fort Collins, Larimer County, Colorado. LEASE AREA DESCRIPTION: That pail of the Northeast Quarter of the Northwest Quarter and the Northwest Quarter of the Northeast Quarter lying West of the Union Pacific Railroad Right of Way. Section 31, Township 7 North, Range 68 West, City of Fort Collins, Larimer County, Colorado described as follows: Referring to the Northwest comer of said Section 31, an aluminum cap found for comer; thence easterly N 89'5232"E on the North line of the Northwest Quarter of Section 31, 1623.99 feet; thence southerly S 00'0728" E,1214.28 feet, to the true Point of Beginning for the described Lease Area; thence following the perimeter of the Lease Area on the following bearings and distances: S 84'19'13" E, 25.00 feet; thence S 05'40'47" W, 25.00 feet; thence N 84*19130 W, 25.00 feet; thence N 05"40'47" E, 25.00 feet, to the true Point of Beginning. Containing a total calculated area of 625 Square feet, more or less. ACCESS EASEMENT DESCRIPTION: An Access Easement, 15 feet In width, located in that part of the Northeast Quarter of the Northwest Quarter and the Northwest Quarter of the Northeast Quarter tying West of the Union Pacific Railroad Right of Way, Section 31, Township 7 North, Range 68 West, City of Fort Collins, Larimer County, Colorado the center line described as follows: Referring to the Southeast comer of the described Lease Area; thence westerly N 84*19'13' W, 7.50 feet, to the Point of Beginning for the center line of the described easement; thence southerly S 05"40'47" W. 19.43 feet; thence westerly N 90900'00' W. 238.00 feet; thence northwesteriy N 45000100' W, 120,00 feet; thence northerly N 00"00'00" E, 150.00 feet; thence northwesterly N 66'24D4" W. 48.44 feet, to a point of intersection on the easterly right-of-way line of South Lemay Avenue, also being the point of termination for the center line of the described easement. UTILITY EASEMENT DESCRIPTION: A Unity Easement, 4 feet in width, located in that part of the Northeast Quarter of the Northwest Quarter and the Northwest Quarter of the Northeast Quarter lying West of the Union Pacific Railroad Right of Way, Section 31, Township 7 North, Range 68 West, City of Fort Collins, Larimer County, Colorado the center line described as follows: Referring to the Northeast comer of the described Lease Area; thence westerly N 84*19'13" W, 12.50 feet, to the Point of Beginning for the center line of the described easement; thence northerly N 05"40'47' E. 8.00 feet; thence westerly N 84*19*13* W, 128.43 feet; thence northwesterly N 45°41'25" W, 101.49 feet; thence northerly N 00°00'00" W, 9.53 feet, to a point of intersection with an existing transformer, also being the Point of termination for the center line of the described easement. SURVEYORS NOTES 1.) All Bearings Based on Colorado State Plane Coordinate System, North Zone. (NAD-83) VICINITY MAP SITE f r LEGEND •- Cor. Fnd 0. car. set /5 Relwr w/cap Section Corner ®a Benchmark (M)— Maas. Dist. (P). Plot WOOL (D) - Deed Dist. (R) - Record Dist. P.O.B. - Point of Beginning P.O.R. m Point of Reference —Me— — Underground Electric —We— m Underground Telephone — TV — . Underground Television — FO — v Underground Fiber Optic eku - m Overhead Utilities o — - Chain Link Fence x — — Barbed Wire Fence a — - Wood Fence ---�r 4' Utility Easement _ _ N 84'19'13• W 128.43' P.O.B. 4' Utility Easement P.O.B. Lease Area 4'19' 25.00 ® e Air Conditioning Unit ® - Electric Meter 0 - Electric Manhole a a Electric Pedestal o -Fire Hydrant ® - Gas Manhole ® . Gas Meter —r - Guy Wire ® a Manhole Light Pole • - Post ji - Power Pole fa a Sanitary Manhole ® e Storm Manhole m a Telephone Pedestal ID - Telephone Manhole ® e TV Pedestal ® - TV Manhole lea - Valve ® m Water Manhole e Well 05'40'47" E 8.00' N 84'19'130 W 12.50' P.O.R. 4' Utility Easement Proposed Lease Area v�o 0 o a o in I N * O U) 2' O'N ' N 8419'13" W Nl P.O.R. 15' Access �� 25.00' I Easement P.O.B. 15' Access Easement 7.50' I Zoning Information: POL Public Open Land — — — — — — — — — — — — J S 05'40'47• W Setbacks: N/A N 90'00 00 W 19.43' _ 238.OV I Flood Information: -------------------J Property falls within a Area not currently 15 Access mapped by FEMA. ,7 LEASE AREA & EASEMENT DETAIL 1717 S Boulder Suite 300 Tulsa, OK 74119 clear super fast mobile Internet 4400 CARILLON POINT KIRKLAND, WA 98033 (425) 216-7600 OFFICE PROJECT NO: 16306E DRAWN BY: TEO CHECKED BY: JMM *QO L J7.7at! �.z.. ac LAVO JAYME M. MALONE COLORADO LS #35589 CO—DEN1024 COLUNDNi COLT COURSE 3874 S. LEMAY AVE. FORT COLLINS. CO 80525 PROPOSED MONOPOLE SHEET TITLE LAND SURVEY SHEET NUMBER: REVISION: 11 clear super fast mobile internei PROJECT SUMMARY SITE NAME: COWNDALE GOLF COURSE SITE NUMBER: 00-DEN1024 SITE ADDRESS: 3874 S LEMAY AVE FT. COLLINS. CO 80525 JURISDICTION: LARIMER COUNTY TOWER OWNER: CLEARWIRE COMMUNICATIONS 4400 CARILLON POINT KIRKLAND, WASHINGTON 98033 CUSTOMER SERVICE NAD83 (425) 216-7600 LATITUDE: 40.534" N LONGITUDE: -105.05219' W GROUND ELEVATION: 4950' AMSL LANDLORD: COLUNDALE GOLF COURSE 1441 EAST HORSETOOTH ROAD FT. COLLINS, 00 CUSTOMER SERVICE (970) 221-6651 CUSTOMER/APPLICANT: CLEAR WIRELESS, LLC 440D CARILLON POINT KIRKLAND. WA 96033 (425) 216-76M OFFICE (425) 216-7900 FAX OCCUPANCY TYPE: UNMANNED A.DA COMPLIANCE: FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION CONTACT INFORMATION 1 ENGINEER: B&T ENGINEERING, INC 1717 S. BOULDER, SUITE 300 TULSA, OK 74119 STEVE MANUEL (918) 567-4630 SURVEYOR: JAYME MICHAEL MALONE COLORADO LS 035589 ELECTRIC PROVIDER: EXCEL ENERGY (BOO) 628-2121 CUSTOMER SERVICE TELEPHONE PROVIDER: QWEST (800) 777-9594 CUSTOMER SERVICE SITE NUMBER CO=DEN1024 SITE NAME COLLINDALE GOLF COURSE PROPOSED 50' MONOPOLE DRIVING DIRECTIONS II DEPARTING FROM DENVER INTERNATIONAL AIRPORT, PROCEED ON PENA BOULEVARD FOR 3.2 MILLS TOWARDS 1-70. EXIT AT 6B, KEEP RIGHT ONTO RAMP TOWARDS E-470 TOLLWAY / FORT COLLINS. MERGE ONTO E-470 FOR 17.5 MILES. EXIT AT 47 OFF RAMP TOWARDS I-25. TAKE RAMP ONTO 1-25 FOR 37.5 MILES TOWARDS I-25 / FORT COLLINS. EXIT AT 265 OFF RAMP TOWARDS CO-68 / HARMONY. ROAD. TURN LEFT ONTO SR-68 [E HARMONY ROAD] FOR 3.5 MILES, TURN RIGHT ONT S LEMAY AVENUE FOR 0.8 MILES. TURN RIGHT ONTO ACCESS ROAD TO ARRIVE AT COWNDALE GOLF COURSE SITE. CODE COMPLIANCE 1 ALL WORK SHALL BE PERFORMED AND MATERIALS INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES: GOOF TYPE li�F BUILDING/DWELLING IBC 2006 STRUCTURAL. IBC 2006 MECHANICAL IMC 2006 ELECTRICAL NEC 2005 r PROJECT DESCRIPTION I THE PROPOSED PROJECT INCLUDES: • INSTAL. NEW TOWER FOUNDATION AND TOWER. • ATTACH (3) NEW ANTENNAS TO FACE OF TOWER AT 45'. • ATTACH (2) NEW MICROWAVE DISHES TC TOWER AT 48'. • CONSTRUCT NEW CONCRETE PAD TO SUPPORT EQUIPMENT • INSTALL NEW COMPOUND WITH WOODEN FENCE BOUNDARY. • INSTALL POWER AND TELCO UITLTITES. DRAWING INDEX SHEET NO. SHEET TITLE REV. T1 TITLE SHEET ZD LS-1 SURVEY - SHEET 1 ZD LS-2 SURVEY - SHEET 2 ZD Al SITE LAYOUT ZD A2 SITE PLAN, TOWER ELEVATION & ANTENNA PLAN VIEW ZD A3 ANTENNA SCHEDULE AND MOUNTING DETAIL ZD A4 CABINET ELEVATION AND PLATFORM DETAIL ZO A5 FENCE DETAILS ZD APPROVAL LIST TITLE SIGNATURE DATE CLEARWIRE CONSTRUCTION MGR: RF ENGINEER: ZONING APPROVAL: SITE ACQUISITION: PROPERTY OWNER: DO NOT SCALE DRAWINGS, CONTRACTOR SHALL VERIFY ALL PUNS AND EXISTING DIMENSIONS AND CONDITIONS ON THE JOB SITE AND SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME SEE SHEETS GN1 AND GN2 FOR ADDITIONAL CONSTRUCTION NOTES. ®UNDERGROUND p Know what's below SERVICE Call before you dig. ALERT 1-800-922-1987 clear (.0super fast mobile Interne 4400 CARILLON POINT KIRKLAND, WA 98033 (425) 216-7600 OFFICE ISSUED FOR: l DRAWINGS PROJECT NO: dsw DRAWN BY: CHECKED BY: n IS A MOUTINI a uW FOR ANY PERSM I UMESS TNLY ARE ACNIO IMCER THE OIRECnON OF A MIXSED PRCFEss ENONEER, TO ALTER THM DOCUNENT. CO-DEN1024 COWNDALE GOLF COURSE 3874 S LEMAY AVE FT. COLLINS, CO 80525 PROPOSED MONOPOLE SHEET TITLE TITLE SHEET SHEET NUMBER REVISION: T1 ZD