HomeMy WebLinkAboutVERIZON FTC PARKWOOD TELECOMMUNICATION FACILITY (WTF) - PDP/FDP - FDP180012 - SUBMITTAL DOCUMENTS - ROUND 1 - PLANSRF ENGINEER
SITE DIRECTIONS PROJECT DESCRIPTION
VICINITY MAP
PROJECT DATA
SHEET INDEX
PROPOSED SITE LOCATION
GROUND ELEVATION
LATITUDE
LONGITUDE
CONSTRUCTION ENGINEER
GENERAL NOTES
APPROVALS
(RF): DATE:
(CONST.): DATE:
(RE): DATE:
LANDLORD: DATE:
1. THIS WIRELESS TELECOMMUNICATIONS FACILITY WILL MEET
THE HEALTH AND SAFETY STANDARDS FOR ELECTROMAGNETIC
FIELD EMISSIONS AS ESTABLISHED BY THE FEDERAL
COMMUNICATIONS COMMISSION OR ANY SUCCESSOR THEREOF,
AND ANY OTHER FEDERAL OR STATE AGENCY.
2. THIS WIRELESS TELECOMMUNICATIONS FACILITY WILL MEET
THE REGULATIONS OF THE FEDERAL COMMUNICATIONS
COMMISSION REGARDING PHYSICAL AND ELECTROMAGNETIC
INTERFERENCE.
3. LIGHTING OR SIGNS WILL BE PROVIDED ONLY AS REQUIRED BY
FEDERAL OR STATE AGENCIES.
4. DEVELOPMENT AND CONSTRUCTION OF THIS PROJECT WILL
COMPLY WITH ALL APPLICABLE CODES AND ORDINANCES.
5. EXISTING PARKING IS NOT AFFECTED BY THIS PROJECT.
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PREPARED FOR:
CONSULTING FIRM
GN-1
FTC PARKWOOD
GENERAL NOTES
SOIL COMPACTION NOTES FOR SLAB ON GRADE:
1. EXCAVATE AS REQUIRED TO REMOVE VEGETATION & TOPSOIL EXPOSE
UNDISTURBED NATURAL SUBGRADE AND PLACE CRUSHED STONE AS
REQUIRED.
2a. COMPACTION CERTIFICATION: AN INSPECTION AND WRITTEN CERTIFICATION
BY A QUALIFIED GEOTECHNICAL TECHNICIAN OR ENGINEER IS ACCEPTABLE.
2b. AS AN ALTERNATIVE TO ITEM 2a. THE "UNDISTURBED SOIL" BASE SHALL BE
COMPACTED WITH "COMPACTION EQUIPMENT", LISTED BELOW, TO AT LEAST
90% MODIFIED PROCTOR MAXIMUM DENSITY PER ASTM D 1557 METHOD C.
2c. AS AN ALTERNATIVE TO ITEMS 2a AND 2b PROOFROLL THE SUBGRADE
SOILS WITH 5 PASSES OF A MEDIUM SIZED VIBRATORY PLATE COMPACTOR
[SUCH AS BOMAG BPR 30/38] OR HAND-OPERATED SINGLE DRUM
VIBRATORY ROLLER [SUCH AS BOMAG BW 55E]. ANY SOFT AREAS THAT ARE
ENCOUNTERED SHOULD BE REMOVED AND REPLACED WITH A WELL-GRADED
GRANULAR FILL, AND COMPACTED AS STATED ABOVE.
3. COMPACTED SUBBASE SHALL BE UNIFORM & LEVELED. PROVIDE 6"
MINIMUM CRUSHED STONE OR GRAVEL COMPACTED IN 3" LIFTS ABOVE
COMPACTED 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/G
S/N
SYMBOLS
M
AGL ABOVE GRADE LEVEL
BTS BASE TRANSCEIVER STATION
(E) EXISTING
NEW NEW
MIN MINIMUM
N.T.S. NOT TO SCALE
REF REFERENCE
RF RADIO FREQUENCY
TYP TYPICAL
REQ REQUIRED
EGR EQUIPMENT GROUND RING
AWG AMERICAN WIRE GAUGE
CRGB MASTER GROUND BAR
[MASTER GROUND BAR]
EG EQUIPMENT GROUND
BCW BARE COPPER WIRE
SIAD SMART INTEGRATED ACCESS DEVICE
GEN GENERATOR
IGR INTERIOR GROUND RING [HALO]
RBS RADIO BASE STATION
SOLID GROUND BUS BAR
SOLID NEUTRAL BUS BAR
SUPPLEMENTAL GROUND BAR
2-POLE THERMAL-MAGNETIC
CIRCUIT BREAKER
SINGLE-POLE THERMAL-MAGNETIC
CIRCUIT BREAKER
CHEMICAL GROUND ROD
GROUND ROD
= 4893.48
= 4892.08
BLDG= 4905.16
BLDG= 4904.48
BLDG= 4904.28
FV
S
EP=
4895.74
EP= 4896.90
TOE= 4895.34
TOP= 4896.70
TOE= 4895.32
EDR=
4895.20
EDR1=
4894.92
CONC=
4895.61
FV
S
ET
GM
WV
WV
FO
FO
FO
FO FO
FO
FO
FO
EV
APN: 8720106001 APN: 8720105013
APN: 8720105011
APN: 8720105012
(E) 32.5'
BUILDING
(E) 10.5' BLDG.
D/W
(E) OVERHANG
(E) 11.5'
SHEDS
D/W
(E) BUILDING
(E) GATE
(E) 6' WROUGHT
IRON FENCE (E) 9' CHAIN
LINK FENCE
(E) 8' CHAIN
LINK FENCE
OLD LOT
LINE
D/W
REBAR
(E) 6' WROUGHT
IRON FENCE
REBAR
REBAR
REBAR
X
ROW
ROW
ROW
UG UG UG UG
TX/RX2
TX/RX1
TX MON2
TX MON1
TX/RX2
TX/RX1
F F F F F F TX MON2 MON1
F
TX/RX2
TX/RX1
TX MON2
TX MON1
UG
L-1
LANDSCAPE PLAN
REV DATE DESCRIPTION BY
A 12/21/16 90% ZONING CDA
0 01/05/17 FINAL ZONING JMA
1 08/14/17 FINAL ZONING KM
2 02/14/18 PROJECT REDESIGN CGS
20151294205
CDA
KF
11"x17" SCALE: 3/64" = 1'-0"
24"x36" SCALE: 7/64" = 1'-0"
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FV
FV
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GM
X
X
X X X X
X X
X X X
X
X X
X X
X
X
X X
X X
X X X X
X
ROW
ROW ROW
ROW ROW
ROW ROW
ROW ROW ROW
ROW ROW
ROW
ROW
ROW ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW ROW
ROW ROW ROW
ROW
ROW ROW ROW ROW ROW
ROW
ROW
ROW
ROW
ROW
ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW
UG UG UG
UG UG UG UG UG UG UG UG UG
T
X/RX2
TX/RX1
TX MON2
TX MON1
TX/RX2 TX/RX1
F F F TX MON2 MON1
TX/RX2
TX/RX1
TX MON2
X
X X
ROW
ROW
ROW ROW
ROW
ROW
ROW
ROW
ROW ROW
ROW
UG
UG UG UG UG UG UG UG UG UG UG UG UG
UG
UG
F
F F F F F F F F F F F F F F F F F F F F F F
F F F F
UG
UG
UG
UG
UG
UG
Z-2
FTC PARKWOOD
ENLARGED SITE PLAN
AND ANTENNA PLAN
20151294205
CDA
KF
REV DATE DESCRIPTION BY
A 12/21/16 90% ZONING CDA
0 01/05/17 FINAL ZONING JMA
1 08/14/17 FINAL ZONING KM
2 02/14/18 PROJECT REDESIGN CGS
11"x17" SCALE: 3/16" = 1'-0"
ENLARGED SITE PLAN 24"x36" SCALE: 3/8" = 1'-0" 1
SHEET TITLE
PREPARED FOR:
CHECKED BY:
DRAWN BY:
PROJECT NO:
CONSULTING FIRM
3 INVERNESS DRIVE E STE 200
ENGLEWOOD, CO 80112
Construction - Project Management - Site Development
3131 S. VAUGHN WAY, #550
AURORA, CO 80014
FINAL
FOR ZONING
ONLY
SHEET NUMBER
PENETRATIONS RRH ANTENNAS FIBER POWER HYBRID & COAX CABLES
2025 SHARP POINT DR.,
FT COLLINS, CO 80525
PROPOSED 20'-0" ACCESS/UTILITY
EASEMENT
PROPOSED
PONDEROSA PINE
TX/RX2 TX/RX1
TX MON2
TX MON1
TX/RX2
TX/RX1
TX MON2
TX MON1
TX/RX2 TX/RX1
T
X MON2 TX MON1
Z-3
ANTENNA PLAN
REV DATE DESCRIPTION BY
A 12/21/16 90% ZONING CDA
0 01/05/17 FINAL ZONING JMA
1 08/14/17 FINAL ZONING KM
2 02/14/18 PROJECT REDESIGN CGS
20151294205
CDA
KF
11"x17" SCALE: 1/4" = 1'-0"
24"x36" SCALE: 1/2" = 1'-0"
SHEET TITLE
PREPARED FOR:
CHECKED BY:
DRAWN BY:
PROJECT NO:
CONSULTING FIRM
3 INVERNESS DRIVE E STE 200
ENGLEWOOD, CO 80112
Construction - Project Management - Site Development
3131 S. VAUGHN WAY, #550
AURORA, CO 80014
FINAL
FOR ZONING
ONLY
SHEET NUMBER
PENETRATIONS RRH ANTENNAS FIBER POWER HYBRID & COAX CABLES
FTC PARKWOOD
2025 SHARP POINT DR.,
FT COLLINS, CO 80525
SECTOR PLUMBING DIAGRAM 1
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X
HFLX HFLX HFLX HFLX HFLX HFLX HFLX HFLX HFLX HFLX HFLX
HFLX HFLX HFLX HFLX HFLX
HFLX HFLX
X
X
11"x17" SCALE: 1/8" = 1'-0"
24"x36" SCALE: 1/4" = 1'-0"
11"x17" SCALE: 1/8" = 1'-0"
24"x36" SCALE: 1/4" = 1'-0" Z-4
20151294205
FTC PARKWOOD
CDA
KF
ELEVATIONS
REV DATE DESCRIPTION BY
A 12/21/16 90% ZONING CDA
0 01/05/17 FINAL ZONING JMA
1 08/14/17 FINAL ZONING KM
2 02/14/18 PROJECT REDESIGN CGS
EXISTING GRADE
0'-0" A.G.L. -- 4893'-0" NAVD88
PROPOSED VERIZON CABINETS
MOUNTED TO PROPOSED STEEL
PLINTH
(2) PROPOSED VERIZON
OVP MOUNTED ON
ANTENNA MOUNT
PROPOSED VERIZON
REMOTE RADIO HEAD,
(4) PER SECTOR FOR
(3) SECTORS
PROPOSED VERIZON
SECTOR FRAME W/(4)
ANTENNA PIPE
MOUNTS
PROPOSED VERIZON
ANTENNAS (4) PER
SECTOR FOR (3)
SECTORS
PROPOSED SOUTH ELEVATION 1 PROPOSED EAST ELEVATION 2
PROPOSED 65'-0" TALL
CO-LOCATABLE MONOPINE
*MONOPINE NOTE:
· ANTENNAS TO BE ENCLOSED IN RF FRIENDLY SOCK
TO MATCH COLOR OF MONOPINE
· FAUX BARK TO BE INSTALLED THROUGHOUT ENTIRE
TOWER HEIGHT
*MONOPINE NOTE:
· ANTENNAS TO BE ENCLOSED IN RF FRIENDLY SOCK
TO MATCH COLOR OF MONOPINE
· FAUX BARK TO BE INSTALLED THROUGHOUT ENTIRE
TOWER HEIGHT
(2) PROPOSED
VERIZON HYBRID
CABLE(S) ROUTED
ALONG INTERIOR OF
PROPOSED MONOPINE
SHEET TITLE
PREPARED FOR:
CHECKED BY:
DRAWN BY:
PROJECT NO:
CONSULTING FIRM
3 INVERNESS DRIVE E STE 200
ENGLEWOOD, CO 80112
Construction - Project Management - Site Development
3131 S. VAUGHN WAY, #550
AURORA, CO 80014
FINAL
FOR ZONING
ONLY
SHEET NUMBER
PENETRATIONS RRH ANTENNAS FIBER POWER HYBRID & COAX CABLES
2025 SHARP POINT DR.,
FT COLLINS, CO 80525
PROPOSED VERIZON GPS
ANTENNA
PROPOSED 30KW VERIZON DIESEL
GENERATOR ON PROPOSED
CONCRETE SLAB
PROPOSED 10'-0" TALL VERIZON
CANOPY ABOVE SLAB
PROPOSED
VERIZON FIBER
JUNCTION BOX ON
PROPOSED
H-FRAME
PROPOSED
VERIZON 200A
OUTDOOR RATED
INTEGRATED LOAD
CENTER ON
PROPOSED
H-FRAME
TOP OF PROPOSED MONPINE
ELEVATION 65'-0" A.G.L -- 4958'-0" NAVD88
CENTERLINE OF PROPOSED VERIZON ANTENNAS
57'-0" A.G.L -- 4950'-0" NAVD88
TOP OF PROPOSED VERIZON ANTENNAS
ELEVATION 60'-0" A.G.L -- 4953'-0" NAVD88
PROPOSED VERIZON
6'-0" TALL PAINTED
WOODEN FENCE
ENCLOSURE
EXISTING TREES TO REMAIN
PROPOSED
ELECTRICAL METER
AND DISCONNECT
MOUNTED TO
PROPOSED FENCE
W/ UNISTRUT
TOP OF PROPOSED MONPINE
ELEVATION 65'-0" A.G.L -- 4958'-0" NAVD88
CENTERLINE OF PROPOSED VERIZON ANTENNAS
57'-0" A.G.L -- 4950'-0" NAVD88
TOP OF PROPOSED VERIZON ANTENNAS
ELEVATION 60'-0" A.G.L -- 4953'-0" NAVD88
(2) PROPOSED VERIZON
OVP MOUNTED ON
ANTENNA MOUNT
PROPOSED VERIZON
REMOTE RADIO HEAD,
(4) PER SECTOR FOR
(3) SECTORS PROPOSED VERIZON
ANTENNAS (4) PER SECTOR
FOR (3) SECTORS
PROPOSED VERIZON SECTOR
FRAME W/(4) ANTENNA PIPE
MOUNTS
(2) PROPOSED VERIZON HYBRID CABLE(S)
ROUTED ALONG INTERIOR OF PROPOSED
MONOPINE
PROPOSED VERIZON 6'-0" TALL PAINTED WOODEN FENCE
ENCLOSURE
PROPOSED VERIZON GPS
ANTENNA
PROPOSED 10'-0" TALL VERIZON CANOPY ABOVE
PROPOSED SLAB
PROPOSED VERIZON
200A OUTDOOR RATED
INTEGRATED LOAD
CENTER AND PROPOSED
FIBER JUNCTION BOX
ON PROPOSED H-FRAME
EXISTING FENCING TO
REMAIN
EXISTING
FENCING TO
REMAIN
PROPOSED 65'-0" TALL
CO-LOCATABLE
MONOPINE
(2) PROPOSED VERIZON HYBRID CABLE(S)
ROUTED IN (N) UNDERGROUND CONDUITS TO
PROPOSED MONOPINE
EXISTING GRADE
0'-0" A.G.L. -- 4893'-0" NAVD88
PROPOSED VERIZON FIBER JUNCTION
BOX ON PROPOSED H-FRAME
PROPOSED VERIZON 200A OUTDOOR
RATED INTEGRATED LOAD CENTER
ON PROPOSED H-FRAME
PROPOSED ELECTRICAL METER AND
DISCONNECT MOUNTED TO PROPOSED
FENCE W/ UNISTRUT
PROPOSED VERIZON 12" CABLE TRAY
BOTTOM OF BRANCHES
15' A.G.L
BOTTOM OF BRANCHES
15' A.G.L
PROPOSED 18"WIDE x 6" THICK
CONCRETE FOOTING W/ SITEPRO1
P/N SLPR4 CUT 18" TO FIT
PROPOSED FAUX
BARK
PROPOSED FAUX BARK
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AZIMUTH
240
°
AZIMUTH
0
°
(2) PROPOSED
VERIZON OVP
MOUNTED ON
ANTENNA MOUNT
PROPOSED VERIZON
REMOTE RADIO
HEAD, STACKED, (4)
PER SECTOR FOR (3)
SECTORS
PROPOSED VERIZON
SECTOR FRAME W/ (4)
ANTENNA PIPE
MOUNTS
PROPOSED VERIZON
PANEL ANTENNAS (4)
PER SECTOR FOR (3)
SECTORS
PROPOSED
65'-0" TALL
MONOPINE
NOTE:
ALL AZIMUTHS SHOWN ARE RELATIVE TO TRUE NORTH, UNLESS
NOTED OTHERWISE
*IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY
AZIMUTHS DEPICTED HEREIN WITH RF DEPARTMENT PRIOR TO
INSTALLING ANTENNAS.
PROPOSED COAXIAL CABLE TABLE
SECTOR LENGTH QTY. SIZE TYPE
ALPHA
BETA ±100' 2 1-1/4"Ø HYBRID CABLE
GAMMA
PROPOSED ANTENNA TABLE
SECTOR RAD CENTER AZIMUTH QTY. MOUNT
TYPE ANTENNA TYPE
ALPHA 57'-0" 0° 4
BETA 57'-0" 120° 4 T-ARM PANEL
GAMMA 57'-0" 240° 4
OUTLINE OF
PROPOSED
MONOPALM
AZIMUTH
120
°
6" (TYP)
2'-0" (TYP)
2'-0" (TYP)
2'-0" (TYP)
6" (TYP)
7'-2" (TYP)
ANTENNA PLAN 2
TREE
PROPOSED 65'-0" TALL
CO-LOCATABLE MONOPINE
PROPOSED VERIZON GPS
ANTENNA
PROPOSED VERIZON FIBER
JUNCTION BOX ON PROPOSED
UNI-STRUT
PROPOSED VERIZON 200A OUTDOOR
RATED INTEGRATED LOAD CENTER
ON PROPOSED UNI-STRUT
PROPOSED VERIZON WIRELESS EQUIPMENT
LEASE AREA - 15'-0"X35'-0"
PROPOSED 6'-0" TALL WOODEN
FENCE (15'-0" X 35'-0") PAINTED
VAN DYKE BROWN OR
EQUIVELANT
PROPOSED VERIZON 9'-0" x 10'-6"
STEEL CANOPY
PROPOSED 30KW VERIZON
DIESEL GENERATOR MOUNTED
TO PROPOSED CONCRETE PAD
PROPOSED PONDEROSA
PINE TREE
PROPOSED VERIZON
ELECTRICAL METER MOUNTED
TO EXTERIOR OF PROPOSED
FENCE WITH UNI-STRUT
PROPOSED VERIZON
ELECTRICAL DISCONNECT
MOUNTED TO EXTERIOR
OF PROPOSED FENCE
WITH UNI-STRUT
PROPOSED 12'-0" ACCESS
GATES
PROPOSED TECH LIGHTING
MOUNTED TO PROPOSED CANOPY
POST
PROPOSED GRAVEL
AREA
PROPOSED 5'-0"
UTILITY EASEMENT
PROPOSED VERIZON 10'-0"x16'-0"
CONCRETE PAD WITH PREFABRICATED
SUN-WEST 2-BAY PLINTH
PROPOSED VERIZON
RF CABINET
PROPOSED VERIZON
PDF CABINET
PROPOSED TRANSFORMER
BY UTILITY COMPANY INSIDE
10X10 UTILITY EASEMENT
PROPOSED POWER WIRING
FROM PROPOSED
TRANSFORMER
PROPOSED FIBER
PROPOSED TECH LIGHTING
MOUNTED TO PROPOSED CANOPY
POST
NEW VZW
525 SQ. FT.
LEASE
AREA
NEW VZW
7789 SQ. FT.
ACCESS/UTILITY
EASEMENT
NEW VZW
256 SQ. FT.
UTILITY
EASEMENT
NEW LEASE AND EASEMENT COLOR LEGEND
18" WIDE x 6" THICK CONCRETE
FOOTING W/ SITEPRO1 P/N SLPR4 CUT
18" TO FIT
PROPOSED 12" CABLE TRAY
HATCHING INDICATES 3'-0"
OF AIRSPACE AROUND
PROPOSED
GENERATOR(TYP.)
TRENCH PROPOSED POWER TO ILC,
GENERATOR & EQUIPMENT CABINET
HATCH INDICATES 3' OF AIRSPACE IN
FRONT OF PROPOSED ILC
3'-0"
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16'-0"
CONCRETE PAD
10'-0"
CONCRETE PAD
TX MON1
Z-1
FTC PARKWOOD
SITE PLAN
3
Z-2
SITE PLAN 16' 8' 0" 16' 1
24"x36" SCALE: 1" = 16'
11"x17" SCALE: 1" = 32'
20151294205
CDA
KF
REV DATE DESCRIPTION BY
A 12/21/16 90% ZONING CDA
0 01/05/17 FINAL ZONING JMA
1 08/14/17 FINAL ZONING KM
2 02/14/18 PROJECT REDESIGN CGS
APN: 08720105013
ZONING: I,
DEVELOPING
INDUSTRIAL
PROPOSED VERIZON
WIRELESS EQUIPMENT
LEASE AREA -
15'-0"X35'-0"
SHEET TITLE
PREPARED FOR:
CHECKED BY:
DRAWN BY:
PROJECT NO:
CONSULTING FIRM
3 INVERNESS DRIVE E STE 200
ENGLEWOOD, CO 80112
Construction - Project Management - Site Development
3131 S. VAUGHN WAY, #550
AURORA, CO 80014
FINAL
FOR ZONING
ONLY
SHEET NUMBER
PENETRATIONS RRH ANTENNAS FIBER POWER HYBRID & COAX CABLES
2025 SHARP POINT DR.,
FT COLLINS, CO 80525
PROPOSED VERIZON
WIRELESS 2' x 3' FIBER
VAULT
PROPOSED 5'-0" VERIZON
WIRELESS UTILITY
EASEMENT
PROPOSED 65'-0"
CO-LOCATABLE
MONOPINE FOR
PROPOSED VERIZON
ANTENNAS
EXISTING BUILDING
PROPOSED 20'-0" WIDE
VERIZON ACCESS
EASEMENT
EXISTING
GATE
OLD LOT
LINE
EXISTING
FIELD
MIDPOINT DRIVE
SHARP POINT DRIVE
EXISTING
FENCING
EXISTING
PROPERTY LINE
EXISTING BUILDING
EXISTING TRAILER
EXISTING
PARKING
PROPOSED 60' FIRE TRUCK
TURN-AROUND WITH 35' TURNING
RADIUS
R35'-0"
60'-0" FIRETRUCK TURN-AROUND
60'-0" FIRETRUCK TURN-AROUND
R35'-0"
20'-0"
ACCESS /
UTILITY
EASEMENT
20'-0"
ACCESS /
UTILITY
EASEMENT
PROPOSED 66'-0"
R.O.W.
IN REGARDS TO CONSTRUCTION OF THIS SITE, THE PUBLIC
RIGHT-OF-WAY SHALL NOT BE USED FOR STAGING OR STORAGE OF
MATERIALS OR EQUIPMENT ASSOCIATED WITH THE DEVELOPMENT, NOR
SALL IT BE USED FOR PARKING BY ANY CONTRACTORS,
SUBCONTRACTORS, OR OTHER PERSONNEL WORKING FOR OR HIRED BY
THE DEVELOPER TO CONSTRUCT DEVELOPMENT
66'-0" SETBACK
FROM FENCE
TOWER SETBACK
NORTH 135'-0"
EAST 117'-0"
SOUTH 125'-0"
WEST 76'-0"
PROPOSED UG CONDUIT FOR
PROPOSED POWER (BY UTILITY
COMPANY)
PROPOSED 10'-0" X 10'-0"
UTILITY EASEMENT FOR
PROPOSED TRANSFORMER (BY
UTILITY COMPANY)
EXISTING 150 KVA
TRANSFORMER
NEW VZW
525 SQ.
FT. LEASE
AREA
NEW VZW
7789 SQ. FT.
ACCESS/UTILITY
EASEMENT
NEW VZW
256 SQ. FT.
UTILITY
EASEMENT
NEW LEASE AND EASEMENT COLOR LEGEND
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SHEET TITLE
PREPARED FOR:
CHECKED BY:
DRAWN BY:
PROJECT NO:
CONSULTING FIRM
3 INVERNESS DRIVE E STE 200
ENGLEWOOD, CO 80112
Construction - Project Management - Site Development
3131 S. VAUGHN WAY, #550
AURORA, CO 80014
FINAL
FOR ZONING
ONLY
SHEET NUMBER
PENETRATIONS RRH ANTENNAS FIBER POWER HYBRID & COAX CABLES
FTC PARKWOOD
2025 SHARP POINT DR.,
FT COLLINS, CO 80525
TREE PLANTING DETAIL
DO NOT CUT TREE LEADER, PRUNE ONLY
CROSSOVER LIMBS, CO-DOMINANT LEADERS AND
INJURED BRANCHES.
PLACE 6' DIA. MIN. MULCH RING AROUND TREE.
SPECIFIED MATERIALS VARY AND SHOULD NOT
CONTACT TREE TRUNK.
SET STAKES IN FIRM SOIL, 3 STAKES PER TREE.
USE WIRE AND FASTENERS TO ALLOW 3"-4" OF
TRUNK MOVEMENT. FLAG WIRE WITH 1/2" DIA.
WHITE PVC PIPE.
BACKFILL PER SPECS.
PLACE ROOTBALL 3"-4" HIGH WITH RESPECT TO
GRADE PER SPECS. DO NOT COVER ROOTBALL
WITH SOIL. OBTAIN APPROVAL OF TREE HEIGHT
PRIOR TO FINAL PLANTING. REMOVE WIRE
BASKET AROUND ROOTBALL AND PEEL BACK
BURLAP 1/3.
SCARIFY ALL SIDES OF HOLE.
3X ROOTBALL DIA.
6"
GENERAL LANDSCAPE NOTES:
RESPONSIBILITY OF MAINTENANCE
MAINTENANCE OF ALL PLANTINGS AND IRRIGATION, SHALL BE THE RESPONSIBILITY OF THE EXISTING
LANDLORD.
CONSTRUCTION NOTES:
1. PRIOR TO BEGINNING WORK ON THE PROJECT, THE LANDSCAPE CONTRACTOR SHALL REVIEW THE
PROJECT IN THE FIELD WITH THE OWNER'S REPRESENTATIVE.
2. THOUGH THE LANDSCAPE CONTRACTOR MAY NOTIFY THE OWNER'S REPRESENTATIVE IF
DISCREPANCIES OCCUR BETWEEN THE DRAWINGS AND THE SITE, FINAL CLARIFICATION SHALL BE
BY THE CITY. THE APPROVED SITE DEVELOPMENT PLAN IS THE CONTROLLING DOCUMENT.
3. ALL PLANTING AREAS ARE TO HAVE WEEDS AND COMPETITIVE VEGETATION REMOVED PRIOR TO
PREPARATION FOR PLANTING.
4. ALL EXISTING PLANT MATERIALS SHALL BE PROTECTED DURING CONSTRUCTION. DAMAGED
MATERIALS SHALL BE REPLACED IN KIND AT THE CONTRACTOR'S EXPENSE.
5. PLANT QUANTITIES ARE PROVIDED FOR CONTRACTOR'S CONVENIENCE ONLY, PLANS SHALL TAKE
PRECEDENCE.
6. ANY PLANT SUBSTITUTIONS MUST BE APPROVED BY THE CITY. SUBSTITUTIONS ARE NOT
PERMITTED UNLESS AUTHORIZED. THE APPROVED SITE DEVELOPMENT PLAN IS THE
CONTROLLING DOCUMENT.
7. IT IS THE LANDSCAPE CONTRACTOR'S RESPONSIBILITY TO LOCATE ALL UNDERGROUND UTILITIES
PRIOR TO COMMENCEMENT OF PLANTING OPERATIONS.
8. ALL SHRUB PLANTING AREAS SHALL BE TOP DRESSED WITH GRAVEL MULCH (TO MATCH EXISTING)
OVER DE WITH PRO-5 WEED CONTROL FABRIC, UNLESS NOTED OTHERWISE.
LANDSCAPE LEGEND:
GROUND COVERS
CRUSHED ROCK
(3-INCH DEPTH OVER DE WITT PRO-5
WEED CONTROL FABRIC) OR EQUAL
QTY.
2
FAMILY NAME: PINUS PONDEROSA
FOLIAGE: GREEN TO YELLOWISH,
GREEN NEEDLES
MATURE HEIGHT: 50 - 60 FEET
MATURE SPREAD: 10 - 12 FEET
SOIL: WIDELY ADAPTABLE
ZONES: 3-7
MATURE FORM: PYRAMIDIAL
GROWTH RATE: MEDIUM
SUN EXPOSURE: FULL SUN
FALL COLOR: STOUT GREEN
NEEDLES WITH PINE CONES
COMMON NAME: PONDEROSA PINE
PONDEROSA PINE
CRUSH ROCK BASE
1/2" NEW CRUSHED ROCK BASE
NEW 6'-0" TALL WOODEN FENCE ENCLOSURE
NEW VERIZON WIRELESS EQUIPMENT LEASE AREA
NEW MONOPINE WITH NEW ANTENNAS
NEW CONCRETE SLAB WITH CANOPY
NEW TREES TO BE INSTALLED (2 TOTAL)
LANDSCAPE PLAN 1
NEW VZW
525 SQ. FT.
LEASE
AREA
NEW VZW
7789 SQ. FT.
ACCESS/UTILITY
EASEMENT
NEW VZW
256 SQ. FT.
UTILITY
EASEMENT
NEW LEASE AND EASEMENT COLOR LEGEND
REBAR
REBAR
(E) 8' CHAIN
LINK FENCE
LESSOR'S
PARCEL LINE
LESSOR'S
PARCEL LINE
4894
4894
4893
4894
4893
4894
4894
4895
4897
4895
4895
4894
4895
4896
4896
4895
4896
4896
4895
4896
4895
4896
4895
4896
4895
4895
4895
4896
4896
4896
4895
4895
4895
4896
4896
4895
4897
4897
4897
4896
4896
4894
(E) SHED
4896
SHARP POINT DRIVE
MIDPOINT
DRIVE
(E)60' R/W
(E) 60' R/W
4893
4893
PV= 4894.73
NG=
4894.52
NG=
4894.51
4894.30 NG=
4893.56 NG=
NG=
4893.30
NG=
4892.99
NG=
4893.89
NG= 4893.88
NG=
4894.48
4894.24 NG=
NG=
4894.43
NG=
4895.12
NG=
4894.36
NG= 4896.10
NG= 4894.31
NG=
4895.34
NG=
4894.78
NG=
4894.73
NG= 4895.57
NG=
4895.53
NG=
4896.41
TBC= 4894.26 28
TBC=
4893.90
TBC= 4893.34
TBC= 4892.50
TBC=
4892.52
TBC=
4892.59
TBC=
4893.98
5
5
UTILITY
ESMT. 5
(E) UTILITY
ESMT.
5
L1
L=7
0
.
7
5,
R
=2
4
8
.
9
8
D
=
1
6
°
1
6
'
5
2
"
L=23.56, R=15.00
D=89°59'33"
N0° 13' 25"W
238.55'
L=2
0
6
.
1
8
,
R
=
74
3
.
0
5
D
=
1
5
°
5
3
'
5
4
"
275.13' 245.83'
S42° 37' 03"E
311.39'
N47° 22' 57"E 520.96'
S73° 56' 33"E
342.06'
(P) 66' R/W
(P) 66' R/W
L2
L3
L4
L11
L12
L13
P.O.B. (P)
LESSEE A.U.E.
UGE UGE UGE
GAS
UGE
UGE UGE UGE
UGE
UGE
UGE
UGE UGE UGE
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
T
T T
T
T T
T
T T
T
T
T
T
T
T
T
4894
4894
4893
NG=
4892.99
NG=
4893.89
(E) 40' TREE
(E) 40' TREE
(E) 40' TREE
(E) 45' TREE
P.O.B. (P) LESSEE
LEASE AREA
P.O.B. (P) 5' LESSEE
UTILITY ESMT. #1
(P) 20' LESSEE
ACCESS/UTILITY ESMT.
(P) LESSEE LEASE AREA
(P) POLE LOCATION
(CENTER OF GEODETIC COORDINATES)
(P) 5' LESSEE
UTILITY ESMT. #1
NATURAL GROUND
S73° 56' 33"E
342.06'
C1
L5
L6
L7
C2
L8
L9
L10
L14
L15
L16
L17
L18
L19
L20
L21
P.O.B. (P) 10' LESSEE
UTILITY ESMT. #2
(P) 10' LESSEE
UTILITY ESMT. #2
LOTS 13 AND 14, PROSPECT INDUSTRIAL PARK, 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' 36.65" NORTH (NAD83)
LONGITUDE 105° 01' 39.97" 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
1 07/12/16 PRELIMINARY
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
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
C
O
L
O
R
A
D
O
L
I
C
E
N
S
E
D
P
R
O
F
E
S
S
I
O
N
A
L
L
A
N
D
S
U
R
V
E
Y
O
R
R
Y
A
N
L
.
F
I
D
L
E
R
38207
PROSPECT RD.
TIMBERLINE RD.
9
11
DRAKE RD.
SHARP POINT DR.
MIDPOINT DR.
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
NG NATURAL GRADE
BLDG TOP OF BUILDING
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
GAS GAS
SS SS SS
W W W
T T T U/G TELECOMMUNICATION LINE
DECIDUOUS TREE
ET
EV
S
FV FIBER VAULT
GM
STREET LIGHT W/ MAST ARM
WV
2 08/02/16 REVISION
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 LOTS 13 AND 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, 131.78 FEET TO THE POINT OF BEGINNING.
THENCE SOUTH 89°46'35" WEST, 9.01 FEET; THENCE NORTH 42°35'39" WEST, 134.79
FEET; THENCE SOUTH 47°24'37" WEST, 90.13 FEET TO THE BEGINNING OF A NON
TANGENT CURVE TO THE RIGHT; THENCE WESTERLY ALONG SAID CURVE TO THE
RIGHT HAVING A RADIUS OF 35.00 FEET, WITH A CHORD BEARING NORTH 87°36'16"
WEST, 49.51 FEET, THROUGH A CENTRAL ANGLE OF 90°01'34", AN ARC LENGTH OF
54.99 FEET; THENCE NORTH 42°32'28" WEST, 5.02 FEET; THENCE SOUTH 47°22'57"
WEST, 20.00 FEET; THENCE SOUTH 42°37'03" EAST, 5.00 FEET TO THE BEGINNING OF
A CURVE TO THE RIGHT; THENCE SOUTHERLY ALONG SAID CURVE TO THE RIGHT
HAVING A RADIUS OF 35.00 FEET, THROUGH A CENTRAL ANGLE OF 90°00'00", AN ARC
LENGTH OF 54.98 FEET; THENCE SOUTH 47°22'57" WEST, 15.00 FEET; THENCE SOUTH
42°37'03" EAST, 20.00 FEET; THENCE NORTH 47°24'17" EAST, 174.98 FEET; THENCE
SOUTH 42°39'37" EAST, 123.58 FEET; THENCE SOUTH 89°58'14" EAST, 17.86 FEET;
THENCE NORTH 00°13'25" WEST, 20.04 FEET TO THE POINT OF BEGINNING.
LESSEE ACCESS/UTILITY EASEMENT LEGAL DESCRIPTION
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, 131.78 FEET; THENCE SOUTH 89°46'35" WEST, 9.01 FEET; THENCE NORTH
42°35'39" WEST, 134.79 FEET; THENCE SOUTH 47°24'37" WEST, 90.13 FEET TO THE
BEGINNING OF A NON TANGENT CURVE TO THE RIGHT; THENCE WESTERLY ALONG
SAID CURVE TO THE RIGHT HAVING A RADIUS OF 35.00 FEET, WITH A CHORD
BEARING NORTH 87°36'16" WEST, 49.51 FEET, THROUGH A CENTRAL ANGLE OF
90°01'34", AN ARC LENGTH OF 54.99 FEET; THENCE NORTH 42°32'28" WEST, 5.02 FEET;
THENCE SOUTH 47°22'57" WEST, 20.00 FEET; THENCE SOUTH 42°37'03" EAST, 5.00
FEET TO THE BEGINNING OF A CURVE TO THE RIGHT; THENCE SOUTHERLY ALONG
SAID CURVE TO THE RIGHT HAVING A RADIUS OF 35.00 FEET, THROUGH A CENTRAL
ANGLE OF 90°00'00", AN ARC LENGTH OF 54.98 FEET; THENCE SOUTH 47°22'57" WEST,
15.00 FEET; THENCE SOUTH 42°37'03" EAST, 20.00 FEET TO THE POINT OF BEGINNING;
THENCE NORTH 47°22'57" EAST, 35.00 FEET; THENCE SOUTH 42°37'03" EAST, 15.00
FEET; THENCE SOUTH 47°22'57" WEST, 35.00 FEET; THENCE NORTH 42°33'06" WEST,
10.79 FEET; THENCE NORTH 42°47'10" WEST, 4.21 FEET TO THE POINT OF BEGINNING.
LESSEE LEASE AREA 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, 131.78 FEET; THENCE SOUTH 89°46'35" WEST, 9.01 FEET; THENCE NORTH
42°35'39" WEST, 134.79 FEET; THENCE SOUTH 47°24'37" WEST, 90.13 FEET TO THE
BEGINNING OF A NON TANGENT CURVE TO THE RIGHT; THENCE WESTERLY ALONG
SAID CURVE TO THE RIGHT HAVING A RADIUS OF 35.00 FEET, WITH A CHORD
BEARING NORTH 87°36'16" WEST, 49.51 FEET, THROUGH A CENTRAL ANGLE OF
90°01'34", AN ARC LENGTH OF 54.99 FEET; THENCE NORTH 42°32'28" WEST, 5.02 FEET;
THENCE SOUTH 47°22'57" WEST, 20.00 FEET; THENCE SOUTH 42°37'03" EAST, 5.00
FEET TO THE BEGINNING OF A CURVE TO THE RIGHT; THENCE SOUTHERLY ALONG
SAID CURVE TO THE RIGHT HAVING A RADIUS OF 35.00 FEET, THROUGH A CENTRAL
ANGLE OF 90°00'00", AN ARC LENGTH OF 54.98 FEET; THENCE SOUTH 47°22'57" WEST,
15.00 FEET; THENCE SOUTH 42°37'03" EAST, 20.00 FEET; THENCE NORTH 47°22'57"
EAST, 35.00 FEET; THENCE SOUTH 42°37'03" EAST, 15.00 FEET; THENCE SOUTH
47°22'57" WEST, 35.00 FEET; THENCE NORTH 42°33'06" WEST, 10.79 FEET TO THE
POINT OF BEGINNING;
THENCE SOUTH 47°06'02" WEST, 43.73 FEET TO THE POINT OF TERMINUS.
SIDELINES SHALL BE LENGTHENED OR SHORTENED TO FORM ONE CONTIGUOUS
PARCEL.
LESSEE UTILITY EASEMENT #1 LEGAL DESCRIPTION
3 08/26/16 FINAL AND REVISION
SURVEY DETAIL
4 01/03/17 REVISION
5 07/30/17 REVISION
CURVE TABLE
CURVE
C1
C2
LENGTH
54.99
54.98
RADIUS
35.00
35.00
DELTA
90°01'34"
90°00'00"
CHORD BRG.
N87° 36' 16"W
S2° 22' 57"W
CHORD LENGTH
49.51
49.50
6 08/05/17 REVISION
A 10.00 FOOT WIDE STRIP OF LAND BEING PORTION OF LOT 14, PROSPECT
INDUSTRIAL PARK, CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF
COLORADO, LYING 5.00 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, 131.78 FEET; THENCE SOUTH 89°46'35" WEST, 9.01 FEET; THENCE NORTH
42°35'39" WEST, 134.79 FEET; THENCE SOUTH 47°24'37" WEST, 90.13 FEET TO THE
BEGINNING OF A NON TANGENT CURVE TO THE RIGHT; THENCE WESTERLY ALONG
SAID CURVE TO THE RIGHT HAVING A RADIUS OF 35.00 FEET, WITH A CHORD
BEARING NORTH 87°36'16" WEST, 49.51 FEET, THROUGH A CENTRAL ANGLE OF
90°01'34", AN ARC LENGTH OF 54.99 FEET; THENCE NORTH 42°32'28" WEST, 5.02 FEET;
THENCE SOUTH 47°22'57" WEST, 20.00 FEET; THENCE SOUTH 42°37'03" EAST, 5.00
FEET TO THE BEGINNING OF A CURVE TO THE RIGHT; THENCE SOUTHERLY ALONG
SAID CURVE TO THE RIGHT HAVING A RADIUS OF 35.00 FEET, THROUGH A CENTRAL
ANGLE OF 90°00'00", AN ARC LENGTH OF 54.98 FEET; THENCE SOUTH 47°22'57" WEST,
15.00 FEET; THENCE SOUTH 42°37'03" EAST, 20.00 FEET; THENCE NORTH 47°22'57"
EAST, 35.00 FEET; THENCE SOUTH 42°37'03" EAST, 15.00 FEET; THENCE SOUTH
47°22'57" WEST, 35.00 FEET; THENCE NORTH 42°33'06" WEST, 10.79 FEET; THENCE
SOUTH 47°06'02" WEST, 5.00 FEET TO THE POINT OF BEGINNING;
THENCE SOUTH 42°37'03" EAST, 7.46 FEET TO THE POINT OF TERMINUS.
SIDELINES SHALL BE LENGTHENED OR SHORTENED TO FORM ONE CONTIGUOUS
PARCEL.
LESSEE UTILITY EASEMENT #2 LEGAL DESCRIPTION
LINE TABLE
LINE
L1
L2
L3
L4
L5
L6
L7
L8
L9
L10
L11
L12
L13
L14
L15
L16
L17
L18
L19
L20
L21
LENGTH
131.78
9.01
134.79
90.13
5.02
20.00
5.00
15.00
20.00
174.98
123.58
17.86
20.04
35.00
15.00
35.00
10.79
4.21
43.73
5.00
7.46
BEARING
N0° 13' 25"W
S89° 46' 35"W
N42° 35' 39"W
S47° 24' 37"W
N42° 32' 28"W
S47° 22' 57"W
S42° 37' 03"E
S47° 22' 57"W
S42° 37' 03"E
N47° 24' 17"E
S42° 39' 37"E
S89° 58' 14"E
N0° 13' 25"W
N47° 22' 57"E
S42° 37' 03"E
S47° 22' 57"W
N42° 33' 06"W
N42° 47' 10"W
S47° 06' 02"W
S47° 06' 02"W
S42° 37' 03"E
7 12/14/17 REVISION
DISCONNECT SWITCH
METER
CADWELD TYPE CONNECTION
COMPRESSION TYPE CONNECTION
GROUNDING WIRE
ABBREVIATIONS
GENERAL NOTES:
1. FOR THE PURPOSE OF CONSTRUCTION DRAWING, THE FOLLOWING DEFINITIONS SHALL APPLY:
CONTRACTOR - GENERAL CONTRACTOR [CONSTRUCTION]
OWNER - VERIZON WIRELESS
OEM - ORIGINAL EQUIPMENT MANUFACTURE
2. 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 INDICATED
ON THE DRAWINGS.
6. DELETED.
7. THE SUBCONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH
MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE.
8. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE
SUBCONTRACTOR 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, "GENERAL
CONSTRUCTION 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 BY
SUBCONTRACTOR 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,UNLESS
NOTED OTHERWISE
3. REINFORCING STEEL SHALL CONFORM TO ASTM A 615, GRADE 60, DEFORMED UNLESS NOTED
OTHERWISE
4. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS
SHOWN OTHERWISE ON DRAWINGS:
CONCRETE CAST AGAINST EARTH 3 IN.
CONCRETE EXPOSED TO EARTH OR WEATHER:
#6 AND LARGER 2 IN.
#5 AND SMALLER & WWF 1-1/2 IN.
CONCRETE NOT EXPOSED TO EARTH OR WEATHER, NOR CAST AGAINST THE GROUND:
SLAB AND WALL 3/4 IN.
BEAMS AND COLUMNS 1-1/2 IN.
5. A 3/4" CHAMFER SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE, U.N.O., IN
ACCORDANCE 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 THAN
50 CUBIC YARDS [2012 IBC 1705.3[3]] IN THAT EVENT THE FOLLOWING RECORDS SHALL BE
PROVIDED 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 GROUNDING
SYSTEM AND LIGHTNING PROTECTION SYSTEM [AS DESIGNED AND INSTALLED] FOR STRICT
COMPLIANCE WITH THE NEC [AS ADOPTED BY THE AHJ], THE SITE-SPECIFIC [UL, LPI, OR NFPA]
LIGHTING PROTECTION CODE, AND GENERAL COMPLIANCE WITH TELCORDIA AND TIA
GROUNDING STANDARDS. THE SUBCONTRACTOR SHALL REPORT ANY VIOLATIONS OR ADVERSE
FINDINGS 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 OR
BELOW 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 SHALL
FURNISH AND INSTALL SUPPLEMENTAL GROUND ELECTRODES AS NEEDED TO ACHIEVE A TEST
RESULT OF 5 OHMS OR LESS. TESTS SHALL BE PERFORMED IN ACCORDANCE WITH
24782-000-3PS-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 WITH
GREEN INSULATED SUPPLEMENTAL EQUIPMENT GROUND WIRES, 6 AWG STRANDED COPPER OR
LARGER 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 USED
ON ALL COMPRESSION AND BOLTED GROUND CONNECTIONS.
8. ICE BRIDGE BONDING CONDUCTORS SHALL BE EXOTHERMICALLY BONDED OR BOLTED WITH
STAINLESS STEEL HARDWARE TO THE BRIDGE AND THE TOWER GROUND BAR.
9. ALUMINUM CONDUCTOR OR COPPER CLAD STEEL CONDUCTOR SHALL NOT BE USED FOR GROUNDING
CONNECTIONS.
10. MISCELLANEOUS ELECTRICAL AND NON-ELECTRICAL METAL BOXES, FRAMES AND SUPPORTS
SHALL BE BONDED TO THE GROUND RING, IN ACCORDANCE WITH THE NEC.
11. METAL CONDUIT AND TRAY SHALL BE GROUNDED AND MADE ELECTRICALLY CONTINUOUS WITH
LISTED BONDING FITTINGS OR BY BONDING ACROSS THE DISCONTINUITY WITH 6 AWG COPPER
WIRE UL APPROVED GROUNDING TYPE CONDUIT CLAMPS.
12. GROUND CONDUCTORS USED IN THE FACILITY GROUND AND LIGHTNING PROTECTION SYSTEMS
SHALL 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 LOCAL
CONDITIONS, NON-METALLIC MATERIAL SUCH AS PVC PLASTIC CONDUIT SHALL BE USED.
WHERE USE OF METAL CONDUIT IS UNAVOIDABLE [E.G., NON-METALIC CONDUIT PROHIBITED
BY 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 GROUND
RING 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 BE
INCREASED FROM 8 FEET TO 10 FEET.
SITE WORK GENERAL NOTES:
1. THE SUBCONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START OF
CONSTRUCTION.
2. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES WHERE ENCOUNTERED IN THE
WORK, SHALL BE PROTECTED AT ALL TIMES, AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE
WORK, SHALL BE RELOCATED AS DIRECTED BY THE SUBCONTRACTOR. EXTREME CAUTION SHOULD BE USED
BY THE SUBCONTRACTOR WHEN EXCAVATING OR DRILLING PIERS AROUND OR NEAR UTILITIES.
SUBCONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING CREW. THIS WILL INCLUDE BUT
NOT 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 FROM
THE SITE AND DISPOSED OF LEGALLY.
5. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES, WHICH INTERFERE WITH THE
EXECUTION OF THE WORK, SHALL BE REMOVED AND/OR CAPPED, PLUGGED OR OTHERWISE DISCONTINUED
AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL
OF 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 WIRELESS
SPECIFICATION FOR SITE SIGNAGE.
8. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM THE BTS EQUIPMENT AND
TOWER AREAS.
9. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND. FROZEN MATERIALS, SNOW
OR 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 FINISHED
SURFACE 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 PREVENT
EROSION.
12. SUBCONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION. EROSION
CONTROL MEASURES, IF REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE LOCAL
JURISDICTION'S GUIDELINES FOR EROSION AND SEDIMENT CONTROL.
MASONRY NOTES:
1. MASONRY WALLS SHALL BE CONSTRUCTED OF 8” STANDARD HOLLOW CONCRETE MASONRY UNITS SHALL
CONFORMING 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 AFTER
POURING AND AGAIN ABOUT 5 MINUTES LATER. PROVIDE CLEANOUTS IF GROUT LIFT EXCEEDS 4'-0" IN BLOCK
WALLS. MAXIMUM GROUT LIFT SHALL BE 8'-0". CONTROL JOINTS REQUIRED IN ALL WALLS GREATER THAN
24'-0" IN LENGTH. SPACE CONTROL JOINTS AT 24'-0” MAXIMUM.
ELECTRICAL INSTALLATION NOTES:
1. WIRING, RACEWAY, AND SUPPORT METHODS AND MATERIALS SHALL COMPLY WITH THE
REQUIREMENTS OF THE NEC AND TELCORDIA.
2. SUBCONTRACTOR SHALL MODIFY EXISTING CABLE TRAY SYSTEM AS REQUIRED TO SUPPORT
RF AND TRANSPORT CABLING TO THE NEW BTS EQUIPMENT. SUBCONTRACTOR SHALL
SUBMIT MODIFICATIONS TO CONTRACTOR FOR APPROVAL.
3. ALL CIRCUITS SHALL BE SEGREGATED AND MAINTAIN MINIMUM CABLE SEPARATION AS
REQUIRED 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 BE
LABELED WITH COLOR-CODED INSULATION OR ELECTRICAL TAPE [3M BRAND, 1/2 INCH
PLASTIC ELECTRICAL TAPE WITH UV PROTECTION, OR EQUAL]. THE IDENTIFICATION METHOD
SHALL CONFORM WITH NEC & OSHA, AND MATCH EXISTING INSTALLATION REQUIREMENTS.
6. POWER PHASE CONDUCTORS [I.E., HOTS]SHALL BE LABELED WITH COLOR-CODED
INSULATION OR ELECTRICAL TAPE [3M BRAND, 1/2 INCH PLASTIC ELECTRICAL TAPE WITH UV
PROTECTION, OR EQUAL]. PHASE CONDUCTOR COLOR CODES SHALL CONFORM WITH THE
NEC & OSHA AND MATCH EXISTING INSTALLATION REQUIREMENTS..
7. ALL ELECTRICAL COMPONENTS SHALL BE CLEARLY LABELED WITH ENGRAVED LAMACOID
PLASTIC LABELS. ALL EQUIPMENT SHALL BE LABELED WITH THEIR VOLTAGE RATING, PHASE
CONFIGURATION, WIRE CONFIGURATION, POWER OR AMPACITY RATING, AND BRANCH
CIRCUIT 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 TOOL
TO REMOVE SHARP EDGES. USE LOW PROFILE TIE WRAPS.
10. POWER, CONTROL, AND EQUIPMENT GROUND WIRING IN TUBING OR CONDUIT SHALL BE
SINGLE CONDUCTOR [12 AWG OR LARGER], 600 V, OIL RESISTANT THHN OR THWN-2, CLASS B
STRANDED COPPER CABLE RATED FOR 90 °C [WET AND DRY] OPERATION; LISTED OR
LABELED FOR THE LOCATION AND RACEWAY SYSTEM USED, UNLESS OTHERWISE SPECIFIED.
11. SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED INDOORS SHALL BE SINGLE
CONDUCTOR [6 AWG OR LARGER], 600 V, OIL RESISTANT THHN OR THWN-2 GREEN
INSULATION, CLASS B STRANDED COPPER CABLE RATED FOR 90 °C [WET AND DRY]
OPERATION; LISTED OR LABELED FOR THE LOCATION AND RACEWAY SYSTEM USED, UNLESS
OTHERWISE SPECIFIED.
12. SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED OUTDOORS, OR BELOW GRADE,
SHALL BE SINGLE CONDUCTOR 2 AWG SOLID TINNED COPPER CABLE, UNLESS OTHERWISE
SPECIFIED.
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 COPPER
CABLE RATED FOR 90 °C [WET AND DRY] OPERATION; WITH OUTER JACKET; LISTED OR
LABELED FOR THE LOCATION USED, UNLESS OTHERWISE SPECIFIED.
14. ALL POWER AND GROUNDING CONNECTIONS SHALL BE CRIMP-STYLE, COMPRESSION WIRE
LUGS AND WIRENUTS BY THOMAS AND BETTS [OR EQUAL]. LUGS AND WIRENUTS SHALL BE
RATED 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 IN
ACCORDANCE 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 PVC
SCHEDULE 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 RIGID
NONMETALLIC CONDUIT [RIGID PVC, SCHEDULE 40] SHALL BE USED FOR CONCEALED INDOOR
LOCATIONS.
19. GALVANIZED STEEL INTERMEDIATE METALLIC CONDUIT [IMC] SHALL BE USED FOR OUTDOOR
LOCATIONS 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 VEHICLE
TRAFFIC OR ENCASED IN REINFORCED CONCRETE IN AREAS OF HEAVY VEHICLE TRAFFIC.
21. LIQUID-TIGHT FLEXIBLE METALLIC CONDUIT [LIQUID-TITE FLEX] SHALL BE USED INDOORS AND
OUTDOORS, WHERE VIBRATION OCCURS OR FLEXIBILITY IS NEEDED.
22. CONDUIT AND TUBING FITTINGS SHALL BE THREADED OR COMPRESSION-TYPE AND
APPROVED FOR THE LOCATION USED. SETSCREW FITTINGS ARE NOT ACCEPTABLE.
23. CABINETS, BOXES, AND WIREWAYS SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN
ACCORDANCE WITH NEMA, UL, ANSI/IEEE, AND NEC.
24. CABINETS, BOXES, AND WIREWAYS TO MATCH THE EXISTING INSTALLATION WHERE
POSSIBLE.
25. WIREWAYS SHALL BE EPOXY-COATED [GRAY] AND INCLUDE A HINGED COVER, DESIGNED TO
SWING OPEN DOWNWARD; SHALL BE PANDUIT TYPE E [OR EQUAL]; AND RATED NEMA 1 [OR
BETTER] INDOORS, OR NEMA 3R [OR BETTER] OUTDOORS.
26. EQUIPMENT CABINETS, TERMINAL BOXES, JUNCTION BOXES, AND PULL BOXES SHALL BE
GALVANIZED OR EPOXY-COATED SHEET STEEL, SHALL MEET OR EXCEED UL 50, AND RATED
NEMA 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 OS
2; AND RATED NEMA 1 [OR BETTER] INDOORS, OR WEATHER PROTECTED [WP OR BETTER]
OUTDOORS.
29. THE SUBCONTRACTOR SHALL NOTIFY AND OBTAIN NECESSARY AUTHORIZATION FROM THE
OWNER BEFORE COMMENCING WORK ON THE AC POWER DISTRIBUTION PANELS.
30. THE SUBCONTRACTOR SHALL PROVIDE NECESSARY TAGGING ON THE BREAKERS, CABLES
AND DISTRIBUTION PANELS IN ACCORDANCE WITH THE APPLICABLE CODS AND STANDARDS
TO SAFEGUARD AGAINST LIFE AND PROPERTY.
GENERAL NOTES 1
20151294205
CDA
KF
2025 SHARP POINT DR.,
FT COLLINS, CO 80525
NEW VZW
525 SQ. FT.
LEASE
AREA
NEW VZW
7789 SQ. FT.
ACCESS/UTILITY
EASEMENT
NEW VZW
256 SQ. FT.
UTILITY
EASEMENT
NEW LEASE AND EASEMENT COLOR LEGEND
ACCESS UTILITY EASEMENT
ANTENNAS
DC POWER
EXISTING EASEMENT
FIBER
HYBRID & COAX CABLES
LEASE AREA
NEW WORK_UTILITY EASEMENT
PENETRATIONS
RRHS
WALL HATCH
NEW WORK COLOR LEGEND
SHEET TITLE
PREPARED FOR:
CHECKED BY:
DRAWN BY:
PROJECT NO:
CONSULTING FIRM
3 INVERNESS DRIVE E STE 200
ENGLEWOOD, CO 80112
Construction - Project Management - Site Development
3131 S. VAUGHN WAY, #550
AURORA, CO 80014
FINAL
FOR ZONING
ONLY
SHEET NUMBER
PENETRATIONS RRH ANTENNAS FIBER POWER HYBRID & COAX CABLES
REV DATE DESCRIPTION BY
A 12/21/16 90% ZONING CDA
0 01/05/17 FINAL ZONING JMA
1 08/14/17 FINAL ZONING KM
2 02/14/18 PROJECT REDESIGN CGS
N
A
C
L
E
C
ON
N
A
C
L
E
C
O
N
S
U
L
T
I
N
I
N
G
, I
N
C
.
P
I
N
N
A
C
.
P
I
N
E
CO
.
PROJECT AREA
CLIENT
PROPERTY OWNER
A&E CONSULTANT
2025 SHARP POINT DR LLC,
NESTAC INVESTMENTS LLC,
& MAVESA INVESTMENTS 2025, LLC
1401 RIVERSIDE AVE.,
FT COLLINS, CO 80524
CONTACT: DANIEL R. BERTH
PHONE: (970)221-1965 EXT. 2
VERIZON WIRELESS
3131 S, VAUGHN WAY#550
AURORA, CO 80014
CONTACT: JENNIFER SCHNEIDER
PHONE: (913) 344-2030
DEPART 3131 S. VAUGHN WAY (WEST); TURN LEFT AND MERGE ONTO
CO-83 N, 0.1 MI; USE THE RIGHT 3 LANES TO TAKE THE INTERSTATE
225 N EXIT, 0.8 MI; MERGE ONTO I-225 S, 3.2 MI; USE THE RIGHT 2
LANES TO TAKE EXIT 1A FOR INTERSTATE 25 N TOWARD DENVER, 0.4
MI; MERGE ONTO I-25 N TOWARD FORT COLLINS, 51.6 MI; TAKE EXIT
265 FOR HARMONY RD, 0.2 MI; CONTINUE ON E. HARMONY RD. TAKE
ZIEGLER RD, E DRAKE RD AND S TIMBERLINE RD TO MIDPOINT DR,
5.4 MI; DESTINATION WILL BE ON THE RIGHT.
T-1
FTC PARKWOOD
2025 SHARP POINT DR.,
FT COLLINS, CO 80525
PROJECT INFORMATION
FTC PARKWOOD
2025 SHARP POINT DR., FT COLLINS, CO 80525 20151294205
CDA
KF
REV DATE DESCRIPTION BY
A 12/21/16 90% ZONING CDA
0 01/05/17 FINAL ZONING JMA
1 08/14/17 FINAL ZONING KM
2 02/14/18 PROJECT REDESIGN CGS
SCOPE OF WORK
· INSTALL OF (1) CO-LOCATABLE MONOPINE
· INSTALL OF (3) SECTOR FRAMES
· INSTALL (2) PROPOSED OVP'S
· INSTALL (12) PROPOSED PANEL ANTENNAS
· INSTALL (12) PROPOSED RRH'S
· INSTALL (1) PROPOSED OUTDOOR POWER PLANT CABINET
· INSTALL (1) PROPOSED RADIO EQUIPMENT CABINET
· INSTALL (1) PROPOSED STAND-BY GENERATOR
· INSTALL (1) PROPOSED EQUIPMENT CANOPY
· INSTALL PROPOSED 35'x15' WOOD FENCE ENCLOSURE
· INSTALL (2) PROPOSED TREES
· INSTALL PROPOSED ELECTRIC SERVICE
· INSTALL PROPOSED FIBER BACKHAUL
· INSTALL PROPOSED 10'-0" x 16'-0" CONCRETE SLAB
ZONING: I, DEVELOPING INDUSTRIAL
PARCEL #: 08720105013
USE: UNMANNED COMMUNICATIONS
PROPOSED LEASE
AREA:
525 SQ. FT
40° 33' 36.65" N (NAD83)
105° 01' 39.97" W (NAD83)
4893' (NAVD88)
NEW BUILD
ZONING DRAWINGS
SITE ACQUISITION
PINNACLE CONSULTING, INC
3 INVERNESS DRIVE, EAST #200
ENGLEWOOD, CO 80112
CONTACT: BRENDAN THOMSON
PHONE: (720) 460-2090
PINNACLE CONSULTING, INC.
3 INVERNESS DRIVE EAST #200
ENGLEWOOD, CO. 80112
CONTACT: KEVIN MILLER
PHONE: (720) 296-6180
SITE PHOTO
SHEET TITLE
PREPARED FOR:
CHECKED BY:
DRAWN BY:
PROJECT NO:
CONSULTING FIRM
3 INVERNESS DRIVE E STE 200
ENGLEWOOD, CO 80112
Construction - Project Management - Site Development
3131 S. VAUGHN WAY, #550
AURORA, CO 80014
FINAL
FOR ZONING
ONLY
SHEET NUMBER
PENETRATIONS RRH ANTENNAS FIBER POWER HYBRID & COAX CABLES
JURISDICTION:
GOVERNING CODES:
CITY OF FORT COLLINS
2012 IBC, 2012 IFC, 2012 IMC,
2012 IECC, 2014 NEC
VERIZON WIRELESS
3131 S. VAUGHN WAY #550
AURORA, CO 80014
CONTACT: JASON SHELLEDY
PHONE: (970) 646-1283
VERIZON WIRELESS
3131 S. VAUGHN WAY #550
AURORA, CO 80014
CONTACT: RAM NANDIRAJU
PHONE: (303) 901-3092
ALL BUILDING CODES LISTED ABOVE
SHALL INCLUDE AMENDMENTS BY THE
GOVERNING JURISDICTION
SITE #: 397118
20151294205
PROJECT #: 20151294205
LEGAL DESCRIPTION: LOTS 13 & 14, PROSPECT INDUSTRIAL
PARK, CITY OF FORT COLLINS, COUNTY
OF LARIMER, STATE OF COLORADO
T-1 PROJECT INFORMATION
GN-1 GENERAL NOTES
LS-1 SITE SURVEY
L-1 LANDSCAPE PLAN
Z-1 SITE PLAN
Z-2 ENLARGED SITE PLAN AND ANTENNA PLAN
Z-3 ANTENNA PLAN
Z-4 ELEVATIONS