HomeMy WebLinkAboutCLEARWIRE, COLLINDALE GOLF COURSE WTF - PDP - 11-10 - PLANS - MAPS/GRAPHICSor
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SEE SITE PLAN FOR
WIDTH OF OPENING 10'-0" MAX.
(3) ROWS OF 2"x4" PRESSURE —
1"x4" CEDAR OR PRESSURE TREATED BACKERS TO RUN
TREATED LUMBER, DOG EAR EQUAL EQUAL CONTINUOUS AROUND BOUNDARY,
STYLE BOARD END TREATMENT EQUALLY SPACED. SECURE TO
4"0 GATE POST WITH 1/2" CARRIAGE BOLT,
.. POST NUT AND WASHER, TYP.
SINK HEAD OF CARRI,
BOLT FLUSH NTH
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ROD AND MUSHROOM/BASE-
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WOOD FENCE DETAIL
Ols/k=; rv.1.0.
10'-0" -MAX.
2 3/8"0 LINE
POST
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4400 CARILLON POINT
KIRKLAND, WA 98033
(425) 210.76M OFFICE
ISSUED FOR:
rtEv DATE I 01130 a
3"0 CORNER PROJECT NO: 110931
POST DRAWN BY: SDL
CHECKED BY: SLM
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CO-DEN1024
COWNDALE GOLF COURSE
3874 S LEMAY AVE
FT. COWNS, CO 80525
PROPOSED
MONOPOLE
SHEET TITLE
FENCE DETAILS
SHEET NUMBER REVISION:
A5 11ZD
EXISTING -
MONOPOLE
n
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
CGPS ANTENNA
'd/r-300 WATT LIGHT
12'x24•x6• DEEP
JUNCTION BOX
3• PIPE -
SUPPORT,
TYR
12•x12'x6• DEEP
JUNCTION BOX
SITE SUPPORT CABINET
0
i7
N STEEL PLATFORM
< �,�1EQUIPMENTPLAN
STEEL EQUIPMENT L SCALE: N.T.S.
PLATFORM
ro
v
a
.r
Y
ELEVATION
SCALE: N.T.S.
K
c NEW CABINET µ NEW CABINET
SECURITY lUll{ SECURITY
UGHTING LIGHTING
'r
e SITE SITE
a SUPPORT SUPPORT
I ET
HVAC UNIT HVAC UNIT
SSC SSC TELCO BOX
aF
1 STEEL
.� ®® ®® EQUIPMENT
PLATFORM
I DUE
SCH.40 PVC SCH.40 PVC SCH.40 PVC
POWER CONDUIT CONDUIT TO CONDUIT TO
S ANTENNA ANTENNA
SCH.40 PVC
TELCO CONDUIT
��CABINET ELEVATION
SCALE: N.T.S.
CABINET MOUNTING DETAIL ON GRATING
3 SCALE: N.T.S.
1'_A136"x72" PLATFORM DETAIL
`t SCALE: N.T.S.
ELECTRICAL
PANEL
COMES MOUNTED
ON AND PREWIRED
POWER
TO THE SITE
RECEPTACLE FOR
SUPPORT CABINET
PORTABLE
GENERATOR
CONNECTION
Ii4Sa.311-IAD
STEEL
EQUIPMENT
PLATFORM
SCH.40 PVC
POWER CONDUIT
SCH.40 PVC
TELCO CONDUIT
1717 S Boulder Suite 3D0
Tulsa, OK 74119
_ PH: (918) 5874630 ;
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4400 CARILLON POINT
KIRKLAND, WA 98033
(425) 218.7600 OFFICE
ISSUED FOR:
REV
DATE
oCSOUPMON
LE
Y e
LEASE E1MOT
ID 1
2/2e/10
1 CNING DRAMINGS
ID I
BA2/10
I ZONMG DRAMINGS
PROJECT NO: 80931
DRAWN BY: SIX.
CHECKED BY: SLM
CO-DEN1024
COWNDALE GOLF COURSE
3874 S LEMAY AVE
FT. COWNS, CO 80525
PROPOSED
MONOPOLE
SHEET TITLE
ELEVATION AND
ANTENNA DETAILS
SHEET NUMBER REVISION:
A4 ZD
ANTENNAINFORMATION
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)
FREQ. 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
EXISTING TOWER
VALMONT TRI—SECTOR
UNIVERSAL MOUNT
OR EQUIVALENT
BTS -
3 1/2' O.D. —
STD PIPE
PANEL
ANTENNA
ANDREW —�
UNIVERSAL
TRI—MOUNT WITH
SIDE ARMS, TYP. TOP VIEW
MICROWAVE DISH
�,��UAL ANTENNA MOUNT (WI ANTENNA & DISH)
`� SCALE: N.T.S.
MONOPOLE MOUNTING BRACKET
4 SCALE: N.T.S.
ANTENNA NOTES -
I. 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 MATH CLEARWIRE'S RF EMISSIONS GUIDEUNE POLICY.
5. CHECK WITH RF ENGINEER FOR LATEST ANTENNA TYPE AND AZIMUTH.
6. CONTRACTOR MALL 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
RRH
`LN MALE
CONNECTORS
MALE
POWER
NNECTOR GROUNDING
JUMPERS POINT
FIBER
ON
BCU
COMBINED
0 0
POWER &
FIBER CABLE
BOTTOM VIEW
OF MOTOROLA
DAP HEAD
��IANTENNA DETAIL
V SCALE: N.T.S.
DOWNTILT BRACKET.
INSTALL PER MFG.
SPECS.
6' FLAT PANEL
MICROWAVE DISH
2'0 SCH 40 PIPE
MOUNT FI
PANEL ANTENNA
POWER
FIBER
CABLE
BTS
PROPOSED VALMONT
TRI—SECTOR
UNIVERSAL MOUNT OR
EQUIVALENT
u
r.,ANTENNA CABLING DETAIL
`� SCALE: N.T.S.
PANEL
ANTENNA..
ANTENNA
500 Xi' CABLE
CABLE
1717 S Boulder Suite 300
Tulsa, OK 74119
PH: 918 5874630�
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4400 CARILLON POINT
KIRKLAND. WA S8033
(425) 216-7600 OFFICE
ISSUED FOR
PROJECT NO:
80931
DRAWN BY:
SOL
CHECKED Sr.
SLM
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CO—DEN1024
COLUNDALE GOLF COURSE
3874 S LEMAY AVE
FT. COLLINS. CO 80525
PROPOSED
MONOPOLE
SHEET TITLE
CABINET MOUNTING DETAIL
SHEET NUMBER: REVISION:
A3 ZD
4
b
U
U)
Ir
3
fTl
1.
(9" 1 3' E
cha'ngi g by
0' 8
1R
W /M)
AG
w�n
(DISH 2)
(SECTOR 1)
AZIMUTH
0' AZIMUTH
T.B.D.
PQWERWAVE PANEL ANTENNA
\
P65-18—XXW2—R (1) PER
SECTOR, (3) SECTORS (TYP)
ANDREW M/W FLAT
PANEL, TYP. 2
STEALTH ANTENNA MOUNTING
BRACKET
\(SECTOR 2)
(SECTOR 3)
120' AZIMUTH
240' AZIMUTH
(DISH 1)
AZIMUTH
T.B.D.
ANTENNA PLAN VIEW
3 SCALE: N.T.S.
r,_1�VSITE PLAN
SCALE: 1/32"=1'-0"
TOP OF TOWER
ELEV. 50 A.G.L
ELEV. I 48' A.G.L -1 j
IipI
1 I4Nf§7.4iNITu"?911EW§Illhl&iQiI1I LtB�r.�:li• :
'PROPOSED (3) SECTOR CLEAR -
WIRELESS COLLAR MOUNT !;
WITH STEALTH SHROUD, II
1. ALL ANTENNAS FURNISHED WITH DOWNTILT BRACKETS. CONTRACTOR TO COORDINATE CONCEALING (3) PANEL
REWIRED MECHANICAL DOWNTILT FOR EACH ANTENNA WITH RF ENGINEER. ANTENNA AND (2) M/W 'I
DISHES. u
2. ANTENNA CENTERLINE HEIGHT IS IN REFERENCE TO HEIGHTS SHOWN ON TOWER z":: •
ELEVATIONS. ':!'.:( "{ ��!!Iii °' it t, I' _ fi'
3. CONTRACTOR SHALL VERIFY ANTENNA TYPE, CABLE TYPE, AND AZIMUTH WITH RF +� 'i ... _+• _-:--�LL.._it'':'�
ENGINEER AND/OR CONSTRUCTION MANAGER PRIOR TO CONSTRUCTION. iG "" - FUn"'�`
4. LOCAL MAGNETIC DECLINATION FACTOR, PER THE NATIONAL GEOPHYSICAL DATA —
CENTER IS 9' 13' E CHANGING BY 0' 8' W/YEAR PER YEAR.
EXISTING e
CURSE DRIVINGLF
RANGE
�"Iriil'Intih��
jli;i'il
r-
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*135'-00'
EXISTING GOLF rPROPOSED 3'x6'
BALL CATCH f CLEARWIRE EQUIPMENT
NETS I PLATFORM
EXISTING COMPOST iQQ i
PROPOSED 50'
RECOVERY BINS in o W
I
MONOPOLE
-105.052 B' W
\-PROPOSED 8'-0"
HIGH WOODEN FENCE
EXISTING DRIVE LANDSCAPE L215-O' PROPOSED
PATH (DIRT) BUFFERCOMPOUND WOODEN GATE
EXISTING BUILDING `
._EXISTING GOLF + a
COURSE GROUNDS
KEEPER AREA �1
EXISTING DRIVEWAY
TOWER ELEVATION
1717 S Boulder Suite 300
Tulsa, OK 74119
PH: 918 587-4630
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4400 CARILLON POINT
KIRKLAND, WA 9BD33
(425) 216-7600 OFFICE
PROJECT NO: W931
DRAWN BY: �gj
CHECKED BY:
NAL
Inn11
CO-DEN1024
COWNDALE GOLF COURSE
3874 S LEMAY AVE
FT. COLLINS, CO 80525
PROPOSED
MONOPOLE
SHEET TITLE
SITE PLAN,TOWER ELEVATION
8 ANTENNA PLAN VIEW
SHEET NUMBER: REVISION:
A2 1ZD
5
I�.. EXISTING GOLF
J ��COUR. DRIVING
RANGE
PROPOSED ELEVATED 3"0
COND/ ~—~ SU
t135'-00 BYT2 1/2- ISTD. PI ERTED POST
{ EXISTING EXISTING GOLF SPACED O 8'-0" O.C.
/ DRIVEWAY
BALL CATCH PROPOSED 7'—O'x 7'-0'
`�- NETS LEASE AREA
f EXISTING COMPOST 20 I PROPOSED 10ON
I` RECOVERY BINS I N 'j NEW�STD. ON
` -^L L _ _ _ _ _ J PROPOSED 50' MONOPOLE !-
-r - 40.53464- N.—105.05219- W
PROPOSED 8'-0'
HIGH WOODEN FENCE
EXISTING DRIVE 25'-0' PROPOSED
PATH (DIRT) (P) COMPOUND WOODEN GATE
}
EXISTING BUILDING //
I , TREES EXISTING EXISTING GOLF J �9� 13�
RSE GROUNDS C1W. 0 KEEPERAREA8
I EXISTING DRIVEWAY w/wear) qy 8
1(AG
SITE LAYOUT
SCALE: 1/32"=1'-0"
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 ASD 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 INSEC11ONS 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)
D.1.1-96 STRUCTURAL WELDING CODE —STEEL WELD ELECTRODES SHALL BE E70XX.
FIELD TOUCH UP 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
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
HILTI KWIK BOLTS UNLESS OTHERWISE NOTED. ALL ANCHORS INTO CONCRETE SHALL
BE STAINLESS STEEL
8. 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
BILLETSTEEL 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.
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 NTH 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 WALL 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
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4400 CARILLON POINT
KIRKLAND, WA 98033
(425) 216.76W OFFICE
PROJECT NO: B0931
DRAWN BY: SDL
CHECKED BY: SUM
Jvh'�
CO—DEN1024
COLUNDALE GOLF COURSE
3874 S LEMAY AVE
FT. COLLINS, CO 80525
PROPOSED
MONOPOLE
SHEET TITLE
SITE LAYOUT
SHEET NUMBER REVISION:
Al 1jZDj
NW Corner
Sec. 31 (7-68)
Fnd. Alum. Cap
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_ N 89'52'32" E
1623.99' —
Asphalt Drive
Existing Netting
m
i
� I
a�
M
P
/
Il m
/
Metal
N
Shed
dyo
I
/
Asphalt
Parking
Conc. Drainage
Way
a as, sn 75•
Scale: 1 "=50'
N 89'52'32" E
2537.83'
N 1/4 Corner
Sec. 31 (7-68)
Fnd. Alum. Cap
I
NE 1/4, NW 1/4
OWNER:
City of Fort Collins
PN 87310-00-925
to
o
N Q
p I O
co N
D) CO
Driving I '
Range "'
I\
Transformer �
`N 00-00-00" W \
9.53' \
Existing Fuel I I \
\Tanks \
�N 4101.4 '/ W \
01.49
4' Utility Easement \
\ I Conc. Wall 42" Culvert \
\\ (�
Metal
Shed I
Existing Netting
> 42" Culvert n j-
--------_ I \
e 41# _ NAD 83 DATUM
01\
J LON 105'03'0754" \
(Rock) L 15' Access Easement EL:4974.7' NAVD88 \\
Conc. Inlet Conc. Inlet
\ \ _ 12" PVC
o� L
12" PVC -� ���e�=ate==� _—__= c •
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1717 S Boulder Suite 300
Tulsa, OK 74119
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PROJECT NO: HS3DB8
DRANM BY: TEG
CHECKED BY: JMM
RE
-0 E ye 35589 0:
L LANDS
JAYME M. MALONE
COLORADO LS 035589
CO—DEN1024
COLUNDALE GOLF COURSE
3874 S. LEMAY AVE.
FORT COLUNS. CO 50525
PROPOSED
MONOPOLE
SHEET TITLE
LAND SURVEY
SHEET NUMBER: REVISION:
LS-2 3
PARENT PARCEL DESCRIPTION:
LEGEND
The Northeast Quarter of the Northwest Quarter and the Northwest Quarter of the Northeast Quarter lying West of the
0 — Car. Fnd
® - Air Conditioning Unit
Union Pacific Railroad Right of Way, Section 31, Township 7, Range 68, City of Fort Collins, Ladmer County,
0 — Car. Set }5
® - Electric Meter
Colorado.
Reber w/cap
- section Comer
0 - Electric Manhole
LEASE AREA DESCRIPTION:
® - Electric Pedestal
- Fire Hydrant
®- Benchmark
o
m - Gas Manhole
That part of the Northeast Quarter of the Northwest Quarter and the Northwest Quarter of the Northeast Quarter tying
(M)- Meos. Dist.
m - Gas Meter
West of the Union Pacific Railroad Right of Way, Section 31, Township 7, Range 68, City of Fort Collins, Lanmer
(P)- Plat Dist.
—r - Guy Wire
Count, Colorado described as follows:
(D)- Deed Dist.
® - Manhole
(R)- Record Dist.
- Light Pole
Referring to the Northwest corner of said Section 31, an aluminum cap found for comer, theme easterly N 89"52'32"E
. - Post
on the North line of the Northwest Quarter of Section 31, 1623.99 feet, thence southerlyS 00°07'28" E, 1214.28 feet,
P.O.B. - Point of Beginning
j7 - Power Pole
to the true Point of Beginning for the described Lease Area; thence following the perimeter of the Lease Area on the
9 9 9 Pa
P.O.R. - Point of Reference
� - Sanitary Manhole
following bearings and distances: S 84°19'13" E. 25.00 feet, thence S 05"40'47W, 25.00 feet; thence N 84"19'13" W,
— Else — - Underground Electric
® — Storm Manhole
calculated feet thence N 05"40'47" E, 25.00 feet, to the true Point of Beginning. Containing a totalcalculated area of 625
— Tale — = Underground Telephone
— Tv — = Underground Television
- Telephone Pedestal
Square feet, more or less.
— FO — - Underground Fiber Optic
m —Telephone Manhole
— ohu — - Overhead Utilities
® - TV Pedestal
ACCESS EASEMENT DESCRIPTION:
— a — - Chain Link Fence
(a - TV Manhole
— v — - Barbed Wire Fence
X - Valve
An Access Easement, 15 feet in width, located in that part of the Northeast Quarter of the Northwest Quarter and the
— a — - Wood Fence
® = Water Manhole
- Well
Northwest Quarter of the Northeast Quarter lying West of the Union Pacific Railroad Right of Way. Section 31,
Township 7, Range 68, City of Fort Collins, Lorimer Count, Colorado the center line described as follows:
Referring to the Southeast corner of the described Lease Area, thence westerly N 84°19'13" W, 7.50 feet, to the true
Point of Beginning for the center line of the described easement; thence southerly S 05"40'47' W, 19.43 feet; thence
westerly N 90°00'00" W, 164.72 feet, to the Point of Termination for the center line of the described easement.
UTILITY EASEMENT DESCRIPTION:
A Utility Easement, 4 feet in width, located in that part of the Northeast Quarter of the Northwest Quarter and the
N 05' 40.47" E
Northwest Quarter of the Northeast Quarter tying West of the Union Pacific Railroad Right of Way, Section 31,
,— 4' Utility Easement
8.00'
Township 7, Range 68, City of Fort Collins, Lorimer County, Colorado the center line described as follows.
- L
— — N 84' 1 9.13' W
Referring to the Northeast comer of the described Lease Area, thence westerly N 84'19'13" W. 12.50 feet, to the true
- - _ - �� 1 28.43'
N 84.19'13" W
Point of Beginning for the center line of the described easement; thence northerly N 05"40'47" E. 8.00 feek thence
1 2. S0'
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.
- - -
-1
P.O.B. 4' Utility Easement
P.O.R. 4' Utility
Easement
1 S 8a tg 73•• E
P.O.B. Lease Area
SURVEYORS NOTES
I 25,00,
Proposed Lease Area
1.) All Bearings Based on Colorado State Plane Coordinate System, North Zone. (NAD-83)
!r I o
o10
OI"
z� o
VICINITY MAP
N 84.19'73" W Vn
P.O.R. 12' Access
`_ 25.00'
Easement
Ic-�gdcr Or
r—
t„�aeh 4d E Hor;oc= Rd
rJerree f x Ndelo4
P.O.B. 15' Access Easement
tirk ^ 5
7.50'
ii SiSheri) DI
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1717 S Boulder Suite 300
Tulsa, OK 74119
PH:. (918) 587-4630
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ISSUED FOR:
PROJECT NO: H53068
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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-1 3
J
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PROJECT SUMMARY
SITE NAME:
COWNDALE GOLF COURSE
SITE NUMBER:
CO—DEN1024
SITE ADDRESS
3074 S LEMAY AVE
FT COLUNS. CO 80525
JURISDICTION:
LARIMER COUNTY
TOWER OWNER:
CLEARWIRE COMMUNICATIONS
4400 CARILLON POINT
KIRKLAND, WASHINGTON 98033
CUSTOMER SERVICE
NAD83
(425) 216-7600
LATITUDE:
40.53464' N
LONGITUDE:
—105.05212' W
GROUND ELEVATION:
4950' AMSL
LANDLORD:
COWNDALE GOLF COURSE
1441 EAST HORSETOOTH ROAD
FT. COLLINS, CO
CUSTOMER SERVICE
(970) 227 6651
CUSTOMER/APPUCANT:
CLEAR WIRELESS, LLC
4400 CARILLON POINT
KIRKLAND, WA 98033
(425) 216-7600 OFFICE
(425) 216-7900 FAX
OCCUPANCY TYPE:
UNMANNED
A.O.A. COMPUANCE:
FACILITY IS UNMANNED AND
NOT FOR HUMAN HABITATION
CONTACT INFORMATION
ENGINEER: B&T ENGINEERING, INC
1717 S. BOULDER. SUITE 300
TULSA, OK 74119
STEVE MANUEL
(916) 587-4630
SURVEYOR: JAYME MICHAEL MALONE
COLORADO LS #35589
ELECTRIC PROVIDER: EXCEL ENERGY
(800) 628-2121
CUSTOMER SERVICE
TELEPHONE PROVIDER: OWEST
(800) 777-9594
CUSTOMER SERVICE
SITE NUMBER
CO=DEN1024
SITE NAME
COLLINDALE GOLF COURSE
PROPOSED 50' MONOPOLE
VICINITY MAP
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NO SCALE
DRIVING DIRECTIONS
DEPARTING FROM DENVER INTERNATIONAL AIRPORT, PROCEED ON PENA BOULEVARD FOR 3.2 MILES 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
1-25. TAKE RAMP ONTO I-25 FOR 37.5 MILES TOWARDS 1-25 / 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 COLLINDALE GOLF COURSE SITE.
CODE COMPLIANCE
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 PUNS IS TO BE CONSTRUED TO PERMIT
WORK NOT CONFORMING TO THESE CODES:
COOS TYPE COE
BUILOING/DWIILNG IBC 2005
STRUCTURAL IBC 2008
MECHANICAL IMC 2006
ELECTRICAL NEC 20D5
PROJECT DESCRIPTION
THE PROPOSED PROJECT INCLUDES:
• INSTALL NEW TOWER FOUNDATION AND TOWER.
• ATTACH (3) NEW ANTENNAS TO FACE OF TOWER AT 45'.
• ATTACH (2) NEW MICROWAVE DISHES TO TOWER AT 45'.
• CONSTRUCT NEW CONCRETE PAD TO SUPPORT EQUIPMENT.
• INSTALL NEW COMPOUND WITH WOODEN FENCE BOUNDARY.
• INSTALL POWER AND TELCO UTILITIES.
• INSTALL NEW GROUNDING SYSTEM.
DRAWING INDEX
SHEET NO.
SHEET TITLE
REV.
Ti
TITLE SHEET
ZD
LS-1
SURVEY — SHEET 1
ZD
LS-2
SURVEY — SHEET 2
ZD
Al
SITE LAYOUT
ZD
A2
SITE PLAN, TOWER ELEVATION do ANTENNA PLAN VIEW
ZD
A3
ANTENNA SCHEDULE AND MOUNTING DETAIL
ZD
A4
CABINET ELEVATION AND PLATFORM DETAIL
ZD
AS
FENCE DETAILS
ZD
APPROVAL
LIST
TITLE
SIGNATURE
DATE
CLEARWIRE CONSTRUCTION MGR:
RF ENGINEER:
ZONING APPROVAL
STE ACOLHSITION:
PROPERTY OWNER:
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4400 CARILLON POINT
KIRKLAND, WA 98033
(425) 216.7600 OFFICE
PROJECT NO: 80931
DRAWN BY: SOL
CHECKED 8r. SUM
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CO—DEN1024
COLNDALE GOLF COURSE
DO NOT SCALE DRAWINGS
3874 S LEMAY AVE
CO
FT. COLLINS, 80525
CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSIONS AND CONDITIONS ON
PROPOSED
THE JOB SITE AND SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY DISCREPANCIES
MONOPOLE
BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME
SEE SHEETS GNI AND GN2 FOR ADDITIONAL CONSTRUCTION NOTES.
SHEET TITLE
TITLE SHEET
UNDERGROUND Know what's below
SERVICE Call before you dig. SHEET NUMBER REVISION:
ALERT 1-800-922-1987 T1 ZD