HomeMy WebLinkAboutEDORA PARK CLEARWIRE WTF - PDP - 25-10 - SUBMITTAL DOCUMENTS - ROUND 1 - MAPS/GRAPHICSE
EXISTING —
MONOPOLE
ELEVATION
SCALE: N.T.S.
r,
NEW CABINET
SECURITY
LIGHTING
CLEARWIRE FIBER/POWER CABLES IN (2) 2-
FIBER GUARD/FLEX—COR FLEXIBLE CORRUGATED
CONDUIT OR EQUIVALENT FROM UNDERGROUND
TO TOWER
CPS ANTENNA
300 WATT. LIGHT
SITE SUPPORT CABINET
r STEEL EQUIPII
n I PLATFORM A
sso
®®
CLEARWIRE UNDERGROUND ETHERNET CABLE
INSIDE COAX ROUTED FROM EQUIPMENT TO
TOWER INSIDE COMPOUND.
NOTE:
COMES MOUNTED ON AND PREWIRED
TO THE SITE SUPPORT CABINET
FSITE SUPPORT
CABINET
HVAC
UNIT
t
z
>� SSC
Mimi
CABINET ELEVATION
SCALE: 3/8" = 1'-0"
SCH.40 PVC
POWER CONDUIT
STEEL EQUIPMENT
PLATFORM
SCH.40 PVC
CONDUIT TO
ANTENNA
SCH.40 PVC
TELCO CONDUIT
—J
SCH.40 PVC
CONDUIT TO
ANTENNA
6'-0'
EQUIPMENT PLAN
SCALE: 3/8" = 1'-0"
NEW CABINET
SECURITY LIGHTING
SITE SUPPORT
CABINET
ELECTRICAL PANEL
POWER
RECEPTACLE FOR
PORTABLE
GENERATOR
CONNECTION
TELCO BOX
STEEL EQUIPMENT
PLATFORM
SCH.40 PVC
POWER CONDUIT
SCH.40 PVC
TELCO CONDUIT
CABINET MOUNTING DETAIL
J SCALE: N.T.S.
/'-j136"x72" PLATFORM DETAIL
`f SCALE: 3/8" = 1'-0"
i
1717 S Boulder Suite 300
Tulsa, OK 74119
PH: 918 587-4630
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4400 CARILLON POINT
KIRKLAND, WA 98033
(425) 216-7600 OFFICE
ISSUED FOR:
REV I DATE I DfSCW "
ZO 1 8/e/10 1 ZONINO DRAWINGS
PROJECT NO: 81938
DRAWN BY: SOL
CHECKED BY: SLAT
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AUfR lIP4 DDUUMINT.
CO—DEN1011
EDORA PARK
1420 EAST STUART
FORT COLLINS, CO 80525
PROPOSED
NON—STANDARD TOWER
SHEET TITLE
EQUIPMENT CABINET
& COAX ROUTING
SHEET NUMBER: REVISION:
A3jj'ZDj
(SECTOR 0) PANEL ANTENNA POWERWAVE
0' AZIMUTH P65-18—XXW2—R (1) PER
SECTOR, (3) SECTORS (TYP)
2-3/8" O.D. STD PIPE
BTS
12" TO 36" ANDREW MC—RM1030-3
MONOPOLE UNIVERSAL MOUNT WITH
(REF) (3) 2-3/8' O.D. PIPE x
6'-0" MOUNTS
(SECTOR 3) / \
240'
AZIMUTH / (SECTOR 2)
120'
(M/W 2) AZIMUTH
223.36' ANDREW VHLP2-23 24"
AZIMUTH MICROWAVE DISH
� ANTENNA PLAN VIEW
SCALE: N.T.S.
30'-0"
1. ALL ANTENNAS FURNISHED WITH DOWNTILT 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' 9' E CHANGING BY 0' 8' W/YEAR PER YEAR.
PROPOSED 10'-0"x10'—O' LEASE -
AREA W/8' CHAINUNK FENCE
ENCLOSURE TO MATCH EXISTING
OUTFIELD FENCE WITH CLEARWIRE
EQUIPMENT ON A 3'x6' PLATFORM.
COMPOUND TO BE COVERED WITH
CHAINUNK FENCE TO PREVENT
UNAUTHORIZED ACCESS.
EXISTING CHAIN
LINK FENCE
PROPOSED CLEARWIRE
(2) 4' SCH. 40 PVC
CONDUIT FOR CABLES
10'-0"
x— x— x— x- x
t
PROPOSED COAX ROUTED v
UNDERGROUND INSIDE **I
\
N PROPOSED UNDERGROUND
CABLE DUCToi
'
(90 9' E
CHANCING
BY 0° B'
W/YEAR) ,kj
EXISTING 75'
STADIUM
UGHTPOLE
,� SITE LAYOUT
SCALE: 3/16"
0
t
0
PROPOSED
FENCE RE
PROPOSED 100A
METER/DISC. ON
EXTERIOR OF
CMU WALL
NOTES:
1. VENDOR IS RESPONSIBLE FOR ACQUISTION OF BUILDING
PERMIT PRIOR TO ANY CONSTRUCTION.
HIGH
1/A7
TOWER ELEVATION
L SCALE: N.T.S.
TOP OF TOWER
ELEV. — 75 A.G.L. 40
MATCH STADUIM LIGHT WITH
EXISTING STADUIM HEIGHT
AND LIGHTS
PROPOSED CLEARWIRE M/W A
ELEV. = 62' A.G.L. F
PROPOSED CLEARWIRE ANTENNA L I
ELEV. =A.G.L.' A.G.
PROPOSED (3) SECTOR
CLEAR WIRELESS STEALTH
POLE MOUNTS W/(3) PANEL
ANTENNAS & RRH PLUS (2)
FLAT PANEL MICROWAVE
ANTENNA
1717 S Boulder Suite 300
Tulsa, OK 74119
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t
4400 CARILLON POINT
KIRKLAND, WA 98033
(425) 216-7600 OFFICE
r ISSUED FOR:
PROJECT NO:
81938
DRAWN BY:
SDL
CHECKED BY:
SLM
CO—DEN1011
EDORA PARK
1420 EAST STUART
FORT COLLINS, CO 80525
PROPOSED
NON—STANDARD TOWER
SHEET TITLE
SITE PLAN, ELEVATION
& ANTENNA PLAN VIEW
SHEET NUMBER: REVISION:
A2 IIZDII
S
0
0C9 1
a
a
o a a
101
NOTE:
1. VENDOR WILL VERIFY LOCATION OF ALL ON -SITE EASEMENTS AND ADHERE TO
EASEMENT RESTRICTIONS.
2. REGARDLESS OF THE LOCATION CHOSEN, THE VENDOR WILL LOCATE ALL ON -SITE
UTILITIES, INCLUDING IRRIGATION, PRIOR TO CONSTRUCTION. ANY IRRIGATION
MODIFICATIONS ARE THE RESPONSIBILITY OF THE VENDOR AND MUST BE COORDINATED
WITH THE DISTRICT PRIOR TO CONSTRUCTION. COSTS FOR MODIFICATIONS ARE THE
RESPONSIBLITY OF VENDOR.
3. THE VENDOR IS RESPONSIBLE FOR AVOIDING CONFLICT WITH EXISTING ON -SITE
CONDUITS THAT RUN FROM THE EXISTING PANEL BOARD TO THE SCHOOL AND/OR
THE VACANT MOBILE SITE. IF CONFLICT IS ENCOUNTERED THE VENDOR MUST
COORDINATE WITH THE DISTRICT FOR RELOCATION/RE-ROUTING OF CONDUIT OR MOVE
THEIR EQUIPMENT TO AVOID CONFLICT.
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)
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)
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.
� a
EXISTING BLEACHERS
PROPOSED 10'-0"x10'-0' LEASE AREA W/8'
CHAINLNK FENCE ENCLOSURE TO MATCH EXISTING
OUTFIELD FENCE WITH CLEARWIRE EQUIPMENT ON
A 3'x6' PLATFORM. COMPOUND TO BE COVERED
WITH CHAINLINK FENCE TO PREVENT UNAUTHORIZED a
ACCESS.
PROPOSED CLEARWIRE 75'
STADIUM UGHTPOLE
(E) ACCESS F ON EX
ROAD INTO
IARK
0
:D 10QA METER/DISC. a
RIOR OF CMU WALL
:TRANSFORMER VAULT
a 0
4 SITE LAYOUT
SCALE:
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 i 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.
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
At85.
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.
N
0 0
u
aao
0
() 0
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 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 Suite 300
Tulsa, OK 74119
clear (
super fast mobile Internet
4400 CARILLON POINT
KIRKLAND, WA 98033
(425) 216.7600 OFFICE
ISSUED FOR:
ZONING
PROJECT NO: 81938
DRAWN BY: SDL
CHECKED BY: SLM
AL
CO-DEN1011
EDORA PARK
1420 EAST STUART
FORT COLLINS. CO 80525
PROPOSED
NON-STANDARD TOWER
SHEET TITLE
OVERALL SITE PLAN
SHEET NUMBER: REVISION:
Al JZDJ
/�,1ZONING
�JSCALE: N.T.S.
LEGAL DESCRIPTION:
BEG AT PT ON N LN OF NW 19-7-68 N 89 41 40 E 1497.15 FT FROM NW COR, S 0 18 20 E 90 FT, TH SWIRLY ALG 14 21 CUR R.
229.97 FT; S 32 41 40 W 150 FT; TH SRLY ALG 14 52 CUR L, 204.24 FT; S 2 20 40 W 369.67 FT; S 89 39 20 E 617 FT; 5 11 05 20
E 681.7 FT;S 89 29 50 E400.91 FT;N 1 31 40 E458.3 FT; N802540 E 1479.44 FT TO PT ON W R/W LN OF UP RR; N 0320W
583.4 FT ALG SO R/W; S 74 36 40 W 790.81 FT, N 79 16 50 W 225.79 FT; N 86 32 20 W 578.58 FT; N 55 54 50 W 639.03 Fr., TH N
0 18 20 W 155 FT TO PT ON N LN OF NW 1/4; S 89 41 40 W 277.5 FT TPOS. (45.591 AC)
1717 S Boulder Suite 300
Tulsa, OK 74119
clear
super fast mobile Internet
4400 CARILLON POINT
KIRKLAND, WA W33
(425) 216-7600 OFFICE
PROJECT NO: 81938
DRAWN BY: SDL
CHECKED Or.SLM
CO—DEN1011
EDORA PARK
1420 EAST STUART
FORT COLLINS. CO 80525
PROPOSED
NON—STANDARD TOWER
SHEET TITLE
ZONING MAP
SHEET NUMBER: REVISION
Z1 jZDj
FILE (
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PROJECT SUMMARY
SITE NAME:
EDORA PARK
SITE NUMBER:
CO-DEN1011
SITE ADDRESS:
1420 EAST STUART
FORT COLLINS. CO 80525
JURISDICTION:
CITY OF FORT COLLINS
TOWER OWNER:
CLEARWAVE, LLC
4400 CARILLON POINT
KIRKLAND WA 98033
CUSTOMER SERVICE
NAD83
(425) 216-76M
LATITUDE:
40.SW9500 N
LONGITUDE:
105.04820800 W
GROUND ELEVATION:
4935 ANSI.
LANDLORD:
CITY OF FORT COLLINS
300 LAPORTE AVENUE
FORT COLLINS, CO
CUSTOMER SERVICE
(970) 221-6600
CUSTOMER/APPLICANT:
CLFARVARE. LLC
4400 CARILLON POINT
KIRKIAND, WA 98033
(425) 215-7600 OFFICE
(425) 216-7900 FAX
OCCUPANCY TYPE:
UNMANNED
A.D.A. COMPLIANCE:
FACILITY IS UNMANNED AND
NOT FOR HUMAN HABITATION
CONTACT INFORMATION
ENGINEER: B&T ENGINEERING. INC
1717 S. BOULDER, SUITE 300
TULSSA. OK 74119
STEVE MANUEL
(91B) 587-4630
SURVEYOR: T.B.D.
ELECTRIC PROMDER: PLATTE RIVER POWER AUTHORITY
(970) 226-4000
CUSTOMER SERVICE
TELEPHONE PROVIDER: OWEST COMMUNICATIONS
(800) T 7-9594
CUSTOMER SERVICE
SITE NUMBER
CO=DEN1011
SITE NAME
EDORA PARK
PROPOSED 75' NON-STANDARD TOWER
VICINITY MAP
DRIVING DIRECTIONS 1
DEPARTING FROM DENVER INTERNATIONAL AIRPORT, PROCEED ON PENA BOULEVARD FOR 3.2 MILES TOWARDS 1-70. EXIT AT 68, KEEP RIGHT
ONTO RAMP TOWARDS E-470 TOLLWAY / FORT COLONS. MERGE ONTO E-470 FOR 17.5 MILES. EXIT AT 47 OFF RAMP TOWARDS 1-25. TAKE
RAMP ONTO 1-25 TOWARDS 1-25 / FORT COLONS FOR 40.6 MILES . EXIT AT 268 OFF RAMP TOWARDS CR-44 / E PROSPECT ROAD FOR
1.5 MILES. NAME CHANGES TO E PROSPECT ROAD FOR 1.2 MILES. TURN LEFT ONTO WELCH STREET FOR .3 MILES. TURN LEFT ONTO E
STUART STREET FOR .2 MILES. TURN LEFT ONTO ACCESS ROAD INTO EDORA PARK, THEN TURN RIGHT TO CONTINUE AROUND TO THE
CO-DEN1011 EDORA PARK SITE,
CODE COMPLIANCE
ALL WORK SI BE PERFORMED AND MATERIALS INSTNIED IN ACCORDANCE WRN
THE CURRENT VI 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:
COO, TYPE CODE
BUIIDING/DWELUNG IBC 2006
STRUCTURAL IBC 2006
MECHANICAL INC 2006
ELECTRICAL NEC 2005
PROJECT DESCRIPTION 1
THE PROPOSED PROJECT INCLUDES:
• ATTACH (3) NEW ANTENNAS TO FACE OF TOWER AT 60'.
• ATTACH (1) NEW MICROWAVE DISHES TO FACE OF TOWER AT so'.
• CONSTRUCT NEW PLATFORM TO SUPPORT EQUIPMENT.
• CONSTRUCT NEW FENCED COMPOUND TO MATCH EXISTING FENCE.
• INSTALL POWER UTILITIES.
INSTNL NEW GROUNDING SYSTEM.
DRAWING INDEX
SHEET NO.
SHEET TITLE
REV.
T1
TITLE SHEET
ZO
Z1
ZONING
ZD
AT
SITE LAYOUT
ZD
A2
SITE PLAN, ELEVATION & ANTENNA PLAN NEW
ZD
A3
EQUIPMENT CABINET, COAX ROUTING
ZD
APPROVAL LIST
TITLE
SIGNATURE
DATE
CLFARWIRE CONSTRUCTION MGR;
RF ENGINEER:
ZONING APPROVAL:
SITE ACQUISITION:
PROPERTY OWNER:
DO NOT SCALE DRAWINGS
CONTRACTOR SHA L VERIFY ALL PUNS AND EXISTING DIMENSIONS AND CONDITIONS ON
THE JOB SITE AND SHALL IMMEMTELY NOTIFY THE ENGINEER IN WRITING OF ANY DISCREPANCIES
BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME
SEE SHEEIS GNt AND GN2 FOR ADDITIONAL CONSTRUCTION NOTES.
®UNDERGROUND Know what s below
SERVICE CBII before you dig.
ALERT 41-800-922-1987
1717 S Boulder Su@e 300
Tulsa, OK 74119
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4400 CARILLON POINT
KIRKLAND. WA 98000
(425) 21&7600 OFFICE
PROJECT N0: 81938
DRAWN BY: SOL
CHECKED BY. SlM
CO-DEN1011
EDORA PARK
1420 EAST STUART
FORT COLUNS, CO 80525
PROPOSED
NON-STANDARD TOWER
SHEET TITLE
TITLE SHEET
SHEET NUMBER. REVISION
T1 ZD