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HomeMy WebLinkAboutCLEARWIRE, FOSSIL CREEK COMMUNITY PARK WTF - PDP - 12-10 - PLANS - MAPS/GRAPHICS8 NEW CABINET — SECURITY LIGHTING 0 SSC iD SCHAD PVC � POWER CONDUIT CABINET ELEVATION SCALE: 3/8" = V-0" TELCO BOX SITE SUPPORT CABINET HVAC UNIT GENERAL NOTES: 1. THE LATERAL SEISMIC FORCE FOR EQUIPMENT CABINET ANCHORAGE DESIGN PER THE (2003 INTERNATIONAL BUILDING CODE/ ASCE STANDARD)(SEI/ ASCE 7-02) STANDARD IS: Fp=0.54Wp (FOR ASO DESIGN) NEW CABINET SECURITY LIGHTING 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. iv SITE SUPPORT ELECTRICAL PANEL CABINET COMES MOUNTED 3• THE GENERAL CONTRACTOR AND HIS SUBCONSULTANTS SHALL BE RESPONSIBLE FOR ON AND PREWIRED OBTAINING ALL PERMITS AND INSPECTIONS WHICH MAY BE REQUIRED FOR THE WORK. POWER RCLE •I FOR PORTABLEABLE TO THE SITE SUPPORT CABINET 4. STRUCTURAL STEEL SHALL CONFORM TO THE LATEST EDITION OF THE AISC SPECIFICATIONS GENERATOR FOR STRUCTURAL STEEL BUILDING ALLOWABLE STRESS DESIGN AND PLASTIC DESIGN CONNECTION INCLUDING THE COMMENTARY AND THE AISC CODE OF STANDARD PRACTICE. z 5. STRUCTURAL STEEL PLATES AND SHAPES SHALL CONFORM TO ASTM A36. ALL STRUCTURLL PIPES SHALL TO ASTM3 B. ALL STRUCURAL STEEL TUBING CONFIRM 500 GRADE 8.STEEL SHALL CONFORM TO ASTM ALLSTRUCTURALSTEELE COMPONENTS AND w TELCO BOX FABRICATED ASSEMBLIES SHALL BE HOT DIP GALVANIZED AFTER FABRICATION. EQUIPMENT PLATFORM WILL BE PLACED DIRECTLY ON TOP OF THE NEW GRAVELED COMPOUND STEEL EQUIPMENT PLATFORM SCHAD PVC CONDUIT TO ANTENNA SCHAD PVC TELCO CONDUIT f zo SCHAD PVC CONDUIT TO ANTENNA 6. WELDING SHALL BE IN ACCORDANCE WITH THE AMERICAN WELDING SOCIETY (AWS) D.1.1-96 STEEL EQUIPMENT STRUCTURAL WELDING CODE -STEEL WELD ELECTRODES SHALL BE E70XX. FIELD TOUCH UP PLATFORM WITH ZINC RICH PAINT (ALL EXISTING AND NEW AREAS) AFTER WELDING IS COMPLETE. 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 j INCH MIN. DIAMETER BEARING TYPE CONNECTIONS WITH THREADS EXCLUDED IN THE SHEAR PLANE. ALL EXPOSED FASTENERS, NUTS AND WASHERS SHALL BE GALVANIZED UNLESS OTHERWISE HILTI UNLESS OTHERWISE NOTED. CONCRETE ANCHORS SHSCHAD PVC SS STEELTS NOTED. ALL ANCHORSPNTO CONCRETE SHALLL BE STAINLEBE POWER CONDUIT SCHAD PVC 8. ALL COAXIAL CABLE CONNECTORS AND TRANSMITTER EQUIPMENT SHALL BE SPECIFIED BY TELCO CONDUIT 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 BILLETSTEEL BARS. WELDED WIRE FABRIC REINFORCING SHALL CONFORM TO ASTM A185. 11. CHAIN LINK FENCE SYSTEM SHALL INCLUDE THE FENCE POSTS, GATES AND ALL NECESSARY ERECTION ACCESSORIES, FITTING AND FASTENINGS. ALL FENCE SYSTEM COMPONENTS SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A153. GATES SHALL BE SWING GATES WITH 6'-0" LEAFS. REFER TO TYPICAL FENCE DETAILS FOR ADDITIONAL INFORMATION, INSTALL FENCE AFTER CONCRETE HAS ATTAINED 75% OF 28 DAY DESIGN STRENGTH. HVAC UNIT 12. FENCED SITE AREA SHALL BE CLEARED AND CLEARED AND GRUBBED. REMOVE UNSUITABLE SOFT OR LOOSE SOILS, ORGANIC MATERIAL AND OR RUBBLE TO FIRM SUBGRADE. FILL IIII UNDERCUT UP TO 4 INCHES BELOW FINISH GRADE. PLACE A 150 MIL WOVEN GEOTEXTILE SSC VIA FILTER FABRIC ON SUBGRADE AND FILL WITH 4 INCHES OF AAS14TO 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 NATIONLFOREST PRODUCTS ASSOCIATION'S NATIONAL DESIGN 79 SPECIFICATION FOR WOOD CONSTRUCTION. ALL LUMBER SHALL BE PRESSURE TREA AND SHALL BE STRUCTURAL GRADE NO. 2 OR BETTER. 15. PLEASE REFER TO THE STRUCTURAL ANALYSIS FOR ANY AND ALL INFORMATIONREG NG 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 Suite 300 Tulsa, OK 74119 c!�?(® super aornet 4400 CARILLON POINT KIRKLAND. WA 98033 (425) 216-7600 OFFICE ISSUED FOR: LE 9/1*/09 LEASE EXHIBR ZD 10/28/09 ZONING DRAWINGS ZD 1 2126/10 1 ZONING ORANING9 PROJECT NO: 80933 DRAWN BY: JWM CHECKED BY: SLM i 0 M A NOU110N W tAW FOR ANI' PFICiDN, u I ss 1 A A c Umm na DwEcnDN OF A I10DISm PItpF95pN�1 040m m A<rzR Ms DOWIRNr. CO-DEN1027 FOSSIL CREEK COMMUNITY PARK 5821 LEMAY AVE FT. COLLINS, CO 80525 PROPOSED MONOPOLE SHEET TITLE CABINET MOUNTING DETAILS SHEETNUMBER: REVISION: A4 1ZD ANTENNAINFORMATION SECTOR ANTENNA MANUFACTURER ANTENNA MODEL RAD CTR (AGL) AZIMUTH (DTN) TILT (MECH) TILT (ELEC)ALPHA LINE TYPE COLORI 1 POWERWAVE P65-18—XXW2—R 48' 0' 0' 0' FIBER/POWER REDBETA 2 POWERWAVE P65-18—XXW2—R 48' 120' 0' 0' FIBER/POWER BLUE GAMMA 3 POWERWAVE P65-18—XXW2—R 48' 240' 0' 0' FIBER/POWER YELLOW ANTENNA SCHEDULE SCALE: N.T.S. MICROWAVE DISH INFORMATION MICROWAVE VENDOR MICROWAVE ANTENNA MODEL MICROWAVE SIZE AZIMUTH (DTN) RAD CTR (ACL) I TILT (MECH) TILT (ELEC) FREQ. BAND (GHZ) MODEM TYPE 1 ANDREW FPA5150-23-1 6"(0.5') 0' 48' 0' 0' 5.8 TBD 2 ANDREW FPA5150-23-1 6"(0.5') 120' 48' 0' 0' 5.8 TBD 3 ANDREW FPA5150-23-1 6'(0.5') 240' 48' 0' 0' 5.8 TBD , MICROWAVE SCHEDULE SCALE: N.T.S. MOUNTING PIPE FOR STEALTH ANTENNAS DOWN TILT BRACKET SECTOR ANTENNA SECTOR MW DISH ANTENNA MOUNT (STEATH ANTENNA W/MW DISH SCALE: N.T.S. ANTENNA NOTES: 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. RRH X—N MALE CONNECTORS DIN MALE POWER CONNECTOR GROUNDING FIBER JUMPERS POINT ON BCU o 0 COMBINED POWER & FIBER CABLE BOTTOM VIEW OF MOTOROLA DAP HEAD ANTENNA DETAIL _ 3 SCALE: N.T.S. 1 2 3 PANEL PANEL ANTENNA ANTENNA JUMPERS POWER POWER & 7BTS S MULTIMODE FIBER S CABLE GPS ANTENNA SFX 500 h- CABLE DC POWER—" DC POWER CABLE ETHERNET CABLE ANTENNA CABLING DETAIL 5 SCALE: N.T.S. 1717 S Boulder Suite 300 Tulsa, OK 74119 PH: 918 587-4630 clear® super fast mobile Internet 440D CARILLON POINT KIRKLAND, WA 98033 (425) 216-7600 OFFICE ISSUED FOR: I i DESCRm oN 79 LEASE IXHIaT 09 ZONING ORANANGS 10 ZONING DRAWNGS 0 ZONING DRANANGS PROJECT NO: 80933 DRAWN BY: JWM CHECKED BY: SLM „. 4� R IS A VIOIATON OF tAW MR ANY PERSON, uNu6S WE'r ME ACDNO UNDER WE WIEGRON OF A UGENSEO PROfES 0" ENGNWL TO KTER THIS DOGJYEM. CO—DEN1027 FOSSIL CREEK COMMUNITY PARK 5821 LEMAY AVE FT. COLLINS, CO 80525 PROPOSED MONOPOLE SHEET TITLE ANTENNA SCHEDULE AND MOUNTING DETAIL SHEET NUMBER: REVISION: A3 I ZD i (SECTOR 1) 0' AZIMUTH I 12" FLAT PANEL MICROWAVE (3) PER SECTOR, (3) SECT01 (SECTOR 3) 240' AZIMUTH PANEL ANTENNA (1) PER SECTOR, (3) SECTORS (TYP) 1. ALL ANTENNAS FURNISHED WITH DOWNTILT BRACKETS. CONTRACTOR TO COORDINATE REQUIRED MECHANICAL DOWNTILT FOR EACH ANTENNA WITH RF ENGINEER. STEALTH ANTENNA MOUNTING BRACKET 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. (SECTOR 2) 4. LOCAL MAGNETIC DECLINATION FACTOR, PER THE 12T AZIMUTH NATIONAL GEOPHYSICAL DATA CENTER IS 3' 58' W PER YEAR. ANTENNA PLAN VIEW SCALE: N.T.S. NOTES 1. FENCED COMPOUND TO REMAIN AT EXISTING GRADE, BASE TO MATCH EXISTING GRAVEL WITHIN MAINTENANCE COMPOUND. 2. APPROXIMATELY 28 SO/FT OF NEW CONCRETE TO BE ADDED. THIS WILL BE FOR THE TOWER FOUNDATION. NO IMPACT TO PRESENT WATER FLOW. `-EXISTING WALKING TRAIL EXISTING 6'-( WOOD FENCE W/6X6 WOOD POST (s' 58' A MAC As A N O A , SITE PLAN � SCALE: TOP OF TOWER ELEV. 50' A.G.L. r--, PROPOSED CLEARWIRE ANTENNAS (3) & MICROWAVE DISH (J) ®® ELEV. - 48' A.G.L. PROPOSED (3) SECTOR - CLEAR ..'__. .._,....__.. _., POLE ANTEN FLAT F ANTEN PROPC CLEAR POLE ANTEN FLAT f ANTEN TOWER ELEVATION 2 SCALE: 1/8"=1'-0" 1717 S Boulder Suite 300 Tulsa, OK 74119 clear® super fast mobile internet 4400 CARILLON POINT KIRKLAND. WA 98033 (425) 21 TY7600 OFFICE PROJECT NO: DRAWN BY: NSLMM CHECKED BY: = U //"rr4�ninulu�r`\ W is A WiA=1 OF UW roa AMr r 014. uMt¢ss T A AcnaD uxDEx t ow m ar A U0043Eu PaorEmwtuL M MEER• To AlW TNS D MEW. CO-DEN1027 FOSSIL CREEK COMMUNITY PARK 5821 LEMAY AVE FT. COLLINS, CO 80525 PROPOSED MONOPOLE SHEET TITLE SITE PLAN, ELEVATION 8 ANTENNA PLAN SHEET NUMBER: REVISION: A2 ZD (E) WALKING PATH (3" 58' A MAG J� � H�tf (E) POND J ENTRANCE (E) GATE WALKING (E) BUILDING (E) TRANSFORMER ,� SITE LAYOUT SCALE: WOOD 117'-3" 10' ACCESS/UTILITY EASEMENT I� I I I II (E) CITY SERVICE CENTER PARKING LOT AND STORAGE I II I I P) CLEARWIRE 25'x25' LEASE AREA (TOTAL 625 sq. ft.) I I (P) 50' /— MONOPOLE / Q J w % frl P_A= ENTRANCE IV �AT y' NG 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: DATE I p6CNIFTIM ' ZD 1 2/26/10 1 ZONING DMWINGS 54/6/10 ZONING DMWINGS PROJECT NO: 80933 DRAWN BY: JWM CHECKED BY: SLM IT IS A NOTATION OF TAW FOP AM POSC 1. UNLE36 VV ME AC1W0 UNOM THE CIREMN OF A UCENSEO PROFESSIOM ENGINEER. TO ALTFA TNIS WCUMEM. JF CO—DEN1027 FOSSIL CREEK COMMUNITY PARK 5821 LEMAY AVE FT. COLLINS, CO 80525 PROPOSED MONOPOLE SHEET TITLE SITE LAYOUT SHEET NUMBER: REVISION: Al ZD LOT 2 S 89'59'24" E 8' Wood Fence LOT 1 0 25• Sm n• Scale: 1 "=50' Fnd. Chiseled "X" N 79 35 p6" E - t R6'(P) i RIP R=1442.50' L=52.62' CB=N 10'57'46" E C= 52.57' 1717 S Boulder Su'4e 300 Tulsa, OK 74119 PH: (918) 587-4630 clear® super fast mobile Internet 4400 CARILLON POINT KIRKLAND. WA 99033 (425) 216-7600 OFFICE ISSUED FOR REV I wa I 0®OEPnON 0 1 2/26/10 1 e04 PRELIM PROJECT NO: H: a DRAWN BY: TEG CHECKED BY: JMM ,o'srjL4140 D JAYME M. MALONE COLORADO LS j135589 CO—DEN1027 FOSSIL CREEK COMMUNITY PARK 5821 LEMAY AVE. FT. COLLINS. CO 80525 PROPOSED MONOPOLE SHEET TITLE LAND SURVEY SHEET NUMBER REVISION: LS-2 O PARENT PARCEL DESCRIPTION: Lot 3, Fossil Creek Community Park, City of Fort Collins, Latimer County, Colorado, LEASE AREA DESCRIPTION: That part of Lot 3, Fossil Creek Community Park, City of Fort Collins, Ladmer County, Colorado, and being more particularly described as follows: Referring to the Southeast Comer of said Lot 3; thence northerly on the West Right of Way line of S. Lemay Avenue, on a curve to the left, with a radius of 1442.50', a chord beating of N 10"5746' E and a chord length of 52.57 feel; thence westerly N 80°04'54' W, 115.29 feet, to the Point of Beginning for the described Lease Area; thence southwesterly S 70'2336' W, 25.00 feet; thence northwesterly N 19'36'24' W, 25.00 feet; thence northeasterly N 70°23'36' E, 25.00 feet; thence southeasterly S 19*36'24" E. 25.00 feet, to the Point of Beginning. Containing a total calculated Area of 625 Square feet, more or less. SURVEYORS NOTES 1.) All Bearings Based on Colorado State Plane Coordinate System, North Zone (NAD83) VICINITY MAP ley -0Y . C''e� _ o J#ii� 5 'III ) I try SITE Sk'rY Di ` FortC018Bs. Zoning Information: POL Public Open Land Setbacks: WA Flood Information: Property falls within a Area not currently mapped by FEMA. LEGEND = Car. Fnd ® = Air Conditioning Unit p = Car. Set 15 (E) = Electric Meter Rebor w/cop ® = Electric Manhole = Section Corner © = Electric Pedestal = Benchmark 0. = Fire Hydrant to © = Gas Manhole (M)= Meas. Dist. © = Gas Meter (P)= Plat Dist. —1 © = Guy Wire = Manhole (D)= Deed Dist. '0 = Light Pole (R)= Record Dist • =Post P.O.B. = Point of Beginning 0 = Power Pole P.O.R. = Point of Reference ® = Sanitary Manhole — Elec — = Underground Electric ® =Storm Manhole — Tale — = Underground Telephone — Tv — = Underground Television ❑T = Telephone Pedestal — FO — = Underground Fiber Optic 8 = Telephone Manhole — ohu — = Overhead Utilities FT_Vj = TV Pedestal — o — = Chain Link Fence ® = TV Manhole — x — = Barbed Wire Fence I4 = Valve — o — = Wood Fence ® = Water Manhole = Well LEASE AREA DETAIL: Scale: N.T.S. E i �30 0 �\s 25N�W �\u� 0- P. N0; S�i 5 00 / P.O.B. Lease Area 2 clear® super fast mobile Internet 4400 CARILLON POINT KIRKLAND. WA 98033 (426) 21 &7600 OFFICE ISSUED FOR: LI tmr ofscwvnoa PROJECT NO: HS3066 DRAWN BY: TEG CHECKEDBY: JNM 2 -z4 2- LpN10 JAYME M. MALONE COLORADO LS #35589 CO—DEN1027 FOSSIL CREEK COMMUNITY PARK 5a21 LEMAY AVE. FT. COLLINS, CO 80525 PROPOSED MONOPOLE SHEET TITLE LAND SURVEY SHEET NUMBER T LS-1 NOTES: 1. THIS IS NOT A LEGAL SURVEY. NO SURVEY OF THIS PROPERTY WAS PERFORMED. 1 2. THE BOUNDARIES, AREAS, AND PROPERTY INFORMATION WERE ; COMPILED FROM AN AERIAL PHOTOGRAPH AND ARE NOT ACCURATELY LOCATED. (30 58' W, MAC 1717 S Boulder Suite 300 Tulsa, OK 74119 clear(O superfast mobile Internet 4400 CARILLON POINT KIRKLAND, WA 98033 (425) 216-7600 OFFICE PROJECTNO: 80933 DRAWN BY: JWM CHECKED BY: SLM I A n IS A MOLAnN OF IAW FOR ANY MWN, UM re E ME /LINO UNOEW WIE MREO OF A U ENSED KOFEsspN1L ENOHIM. n) M OHS 000MENr. CO—DEN1027 FOSSIL CREEK COMMUNITY PARK 5821 LEMAY AVE FT. COLLINS, CO 80525 PROPOSED MONOPOLE SHEET TITLE ZONING MAP SHEET NUMBER: Eib Z1 e U clear super fast mobile internee PROJECT SUMMARY SITE NAME: FOSSIL CREEK COMMUNITY PARK SITE NUMBER: CO—DEN1027 SITE ADDRESS: 5821 LEMAY AVE Fr. COLLINS. CO 80525 JURISDICTION: LARIMER COUNTY TOWER OWNER: CLFARWIRE COMMUNICATIONS LONGITUDE:—105.0584028' W GROUND ELEVATION: 4917' AMSL LANDLORD: CITY OF FORT COLLINS P.O. BOX 580 FORT COLLINS. CO CUSTOMER/APPLICANT: CLEAR WIRELESS, LUC 4400 CARILLON POINT KIRKLAND, WA 98033 (425) 216-7600 OFFICE (425) 216-7900 FAX OCCUPANCY TYPE: UNMANNED A.D.A. COMPLIANCE: FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION CONTACT INFORMATION ENGINEER: 1 7ENCIINC S. BOULDER, 17SUITE 300 TULSA, OK 74119 STEVE MANUEL (918) 587-4630 SURVEYOR: HUSKER SURVEYING LLC 4535 NORMAL BLVD., SUITE 165 LINCOLN. NE 68502 (402) 423-5202 ELECTRIC PROVIDER EXCEL ENERGY (800) 628-2121 CUSTOMER SERVICE TELEPHONE PROVIDER: OWEST (800) 777-9594 CUSTOMER SERVICE SITE NUMBER CO=DEN1027 SITE NAME FOSSIL CREEK COMMUNITY PARK PROPOSED 50' MONOPOLE VICINITY MAP 1HWe GI .., �^�1 � d � � r1 c 1 �.J,1,�� 1 l��j a � .,b �T`.:_ul�t>•� �'- �x IA s+ t # 'fig 5ey�cy—t? `g9. ,� e p i r E _ `� .. - ."r8 .: 6 'rye". r Cork? Dr°� �, e!~IL�J i` ^ i rs �r=o'<• �— le sohtar Rd "aYI"::. •". J1J�F^,�ryryIII y •+ !. [oOENL�FO45Il aiED:... .�. °�i84 r�''fomgml puRKVge' 1 4o saz9lMJLty}b OSOn'W M �' 34 •." )T L�'y tl'i!. T t fa ffLii 8'�T'44 '�rJ r ` gPY 41, � gy irA�7 fvxC�M� �": ... 1, '. qp-6 1� � �4 r �` ". At': �eh�.o C'•�}{{(�-Y,�}ya-y� t F.�'ty �• i �i: . '��' tnq•� ;�. � I — .a :'s sa all^°, a-°'."u ,n? �� 1 . a NOSCALE DRIVING DIRECTIONS I DEPARTING FROM DENVER INTERNATIONAL AIRPORT, PROCEED WEST ON PENA BLVD FOR 8.3 MILES TO EXIT 1A (1-70). TAKE 1-70 WEST 6.0 MILES TO EXIT 279 (1-270). TAKE 1-270 FOR 5.8 MILES TO EXIT 0 (1-25) TAKE 1-25 NORTH 45.2 MILES TO EXIT 262 (CR-32/CARPENTER RD). PROCEED WEST ON CARPENTER RD. 2.6 MILES TO CR-13 (S LEMAY AVE). TURN NORTH ONTO S LEMAY AVE. AND GO 1.8 MILES TO FOSSIL CREEK COMMUNITY PARK ON THE WEST SIDE OF THE ROAD. 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: CODE TYPE jemE BUILDING/DWELLING UBC 1997; IRC 2003 (FT COLONS MUNICIPAL CODE, CH 5) STRUCTURAL UBC 1997; IRC 2003 (FT COLONS MUNICIPAL CODE, CH 5) MECHANICAL IMC 2003 (FT COLLINS MUNICIPAL CODE, CH 5) ELECTRICAL NEC 2005 (FT COLLINS MUNICIPAL CODE, CH 5) PROJECT DESCRIPTION THE PROPOSED PROJECT INC ID S: • INSTALL NEW TOWER FOUNDATION AND TOWER • ATTACH (3) NEW ANTENNAS TO FACE OF TOWER AT 48'. • ATTACH (3) NEW MICROWAVE ANTENNAS TO FACE OF TOWER AT (481. • INSTALL NEW EQUIPMENT PLATFORM TO SUPPORT EQUIPMENT. • CONSTRUCT NEW 25'x25' GRAVELED COMPOUND WITH CNNNUNK FENCE • INSTALL NEW POWER ROUTE. • INSTALL NEW GROUNDING SYSTEM. DRAWING INDEX NO. SHEET TITLE REV. ki TITLE SHEET ZD ZONING ZD 1 SURVEY 0 LS-2 SURVEY 0 AT SITE LAYOUT ZD A2 SITE PLAN, TOWER ELEVATION & ANTENNA PLAN ZD A3 ANTENNA SCHEDULE AND MOUNTING DETAIL ZD A4 CABINET MOUNTING 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 Czz�� 1-800-922-1987 Tulsa, OK 74119 PH: (9181587-4630 I clear(g super fast mobile Internet 4400 CARILLON POINT KIRKLAND. WA 98D33 (425) 216-7600 OFFICE ISSUED FOR: REV DATE DETCRWnON LE 9/14/09 LEASE EXHIBIT ZD 10/23/09 ZONING DRAWINGS ZD 2/20/10 ZONING DRAWINGS ZD 4/6/10 ZONING DRAWINGS III PROJECT NO: W933 DRAWN BY: JWM CHECKED BY: SUM IV R Cr A F.. R 6 A WpATpN a UWI D R ANY PERSON, UNM A THEY ED ROFES VNOfII NGI WROEEIL To OF A uaTlsm vTNIS sCUM ENgNEER, ro ALTER tws DocuMENr. CO—DEN1027 FOSSIL CREEK COMMUNITY PARK 5821 LEMAY AVE FT. COLLINS, CO 80525 PROPOSED MONOPOLE SHEETTITLE �^ TITLE SHEET SHEET NUMBER: REVISION: T1 ZD