HomeMy WebLinkAboutFTC WESTBURY WTE VERIZON - BDR180028 - SUBMITTAL DOCUMENTS - ROUND 3 - PLANSDRAWING INDEX
PROJECT TEAM
SHEET DESCRIPTION
T1.0 TITLE SHEET
LS-1 TOPOGRAPHIC SURVEY
LS-2 TOPOGRAPHIC SURVEY
A1.0 SITE PLAN
A1.1 ENLARGED SITE PLAN
A2.0 ANTENNA PLAN & DRIVEWAY PLAN
A3.0 ELEVATIONS
A3.1 ELEVATIONS
A4.0 DETAILS
DIRECTIONS
PROJECT DATA
VICINITY MAP
E. HARMONY RD.
(6.4 MILES)
I-25
SITE
(56 MILES)
FROM DENVER
• I-25 NORTH (56 MILES)
• EXIT 265 TURN LEFT TO HEAD WEST ON E. HARMONY ROAD
• LEFT ON EAST HARMONY ROAD (6.4 MILES)
• SITE IS ON THE LEFT WITH A DIRT ACCESS ROAD AFTER
CHIPPENDALE DRIVE
• (6) NEW AND (3) FUTURE VERIZON WIRELESS ANTENNAS AND EQUIPMENT WITHIN RF TRANSPARENT LIGHTHOUSE CUPOLA
• NEW OUTDOOR EQUIPMENT CABINETS AND DIESEL GENERATOR WITHIN NEW FENCED LEASE AREA
• UPGRADE W. HARMONY DRIVEWAY TO LARIMER COUNTY STANDARDS
• NEW CONCRETE SIDEWALK AROUND LEASE AREA
• NEW U.G. ELECTRICAL SERVICE
• NEW U.G. FIBER SERVICE
• REPLACE AND RESTORE ANY CURB, GUTTER, AND SIDEWALK THAT WAS PREVIOUSLY DAMAGED OR DAMAGED DURING THE CONSTRUCTION
OF THIS PROJECT. REPLACE AND RESTORE TO CITY OF FORT COLLINS STANDARDS.
PHOTOSIMULATION
PROJECT DESCRIPTION
PROJECT TEAM
GOVERNING CODES:
A.D.A. COMPLIANCE
THIS FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION
JURISDICTION CITY OF FORT COLLINS
OCCUPANCY GROUP A-3
CONSTRUCTION TYPE V-B
FULLY SPRINKLERED NO
NO. STORIES 1
OCCUPANCY GROUP U
CONSTRUCTION TYPE V-B, NEMA 3R
FULLY SPRINKLERED N/A
NO. STORIES N/A
APN 9603000919
ZONING DESIGNATION LOW DENSITY MIXED USE
EXISTING BUILDING
NEW WORK
2015 IBC, 2015 IFC, 2015 IMC, 2015 IECC, 2017 NEC
INTERNATIONAL CHURCH
OF THE FOUR SQUARE GOSPEL
AARON SCHULER
1910 W. SUNSET BLVD #200
LOS ANGELES, CA 90026
PHONE: 701.391.9377
FV
H
Y
D
WV
D
TV
SS
SS
SS
SS
SS SS
SS
UGE
UGE
UGE
UGE UGE UGE UGE
G
G G G G G G G G
FO
FO
FO
FO
FO
FO FO
FO
G G G
G G G G G
G G
SD SD SD
SD SD SD
SD
SD
FO
FO FO FO FO FO FO FO FO
FO FO FO FO
T
T
T
T
E
V
HARMONY ROAD
GM
EM
60' R.O.W.
3 5
APN: 9603216003
APN: 9603215037 APN: 9603215036
APN: 9603106001
APN: 9603000919
D/W D/W
5125
5124
5123
5122
5123
5122
5120
5121
FV
H
Y
D
WV
D
SS
SS
SS
SS
SS SS SS
SS
SS
SS SS SS
SS
UGE UGE UGE UGE
UGE
UGE
UGE UGE UGE UGE UGE UGE UGE UGE
UGE
G
G
G
G G G G G G G G G G G G
G
G G
FO
FO FO FO
FO
FO
FO
FO
FO
FO FO FO FO
FO
FO FO
G
G G G
G G G
G G
G
G G
G G G G G G
G G
SD SD
SD
SD
SD SD
SD
SD SD SD
SD SD
SD SD
SD SD
T
T
T
T
T T
GM
E
E E E
E
E
W
FIBER
FIBER
FIBER
FIBER
FIBER
FIBER FIBER FIBER
FIBER
T
T
T
T
G G G
G
G G
G G G
SD SD SD
SD
SS
SS
SD SD SD SD SD SD
SD
FIBER
A3.0
2
W. HARMONY RD.
CHIPPENDALE DR.
(E) PROPERTY LINE (TYP)
NEW VERIZON WIRELESS FIBER
HH MMP (FINAL LOCATION T.B.D.)
NEW U.G. FIBER CONDUIT IN NEW
VERIZON WIRELESS ACCESS & UTILITY
EASEMENT (APPROX. 345 L.F.)
NEW U.G. PRIMARY CONDUIT IN NEW
15'W VERIZON WIRELESS ACCESS &
UTILITY / 10'W UTILITY EASEMENTS
(APPROX. 518 L.F. TO MEET POINT)
(E) ELEC. VAULT
IN R.O.W.
(E) DIRT DRIVEWAY (TYP)
(E) BUILDING
(E) BUILDING
(E) BUILDING
1 A3.1
A3.0
1
A3.1 2
(6) NEW & (3) FUTURE VERIZON
WIRELESS ANTENNAS &
EQUIPMENT BEHIND NEW RF
TRANSPARENT LIGHTHOUSE
RE: A2.1
NEW VERIZON WIRELESS
OUTDOOR EQUIPMENT AND
GENERATOR IN NEW
VERIZON WIRELESS LEASE
AREA RE: A2.0 (2) NEW 6x12 HYBRID CABLES
NEW
BATT.
CAB
NEW
RF/PDF
CAB
NEW 30 KW
DIESEL
GENERATOR
NEW H-FRAME W/ METER
AND DISCONNECTS
NEW H-FRAME W/
ILC & GPS
NEW 4'W CEDAR GATE
MIN. (TYP)
3' - 0"
3' - 0" MIN.
(E) CONC. SIDEWALK
NEW U.G. CONDUIT FOR (2) 6x12
HYBRID CABLES IN NEW 5'W VERIZON
WIRELESS UTILITY EASEMENT
(E) CHURCH WALL
NEW 6'H CEDAR
FENCE ON STL.
POSTS (TYP)
NEW 15'W VERIZON
WIRELESS ACCESS &
UTILITY EASEMENT
NEW U.G. FIBER CONDUIT
(APPROX. 345 L.F.)
(2) NEW WIRELESS
OUTDOOR EQUIPMENT
CABINETS ON STL.
PLINTH ON CONC. SLAB
(E) GARAGE
4"D 3/4" CRUSHED GRAVEL OVER
(2) LAYERS OF LANDSCAPE
FABRIC INSIDE FENCED AREA
NEW STEEL BOLLARD
(TYP OF 4)
NEW TRANSFORMER
BY POWER COMPANY
NEW U.G. ELEC.
CONDUIT
(APPROX. 330 L.F.)
(2) NEW 2" HYBRID CABLE CONDUITS
ATTACHED TO BUILDING, PAINT TO
MATCH (E) BUILDING
NEW PENETRATION INTO CHURCH
ATTIC FOR HYBRID CABLES
(E) GRAVEL DRIVE &
PARKING LOT
5' - 0"
16' - 6" VERIZON WIRELESS LEASE AREA
16' - 6" VERIZON WIRELESS LEASE AREA
2' - 0"
15' - 0"
NEW SIDEWALK TO
MATCH (E) (EXTEND
TO GRAVEL DRIVE)
SD SD SD SD SD SD SD
FIBER FIBER FIBER FIBER
FIBER
FIBER
G G
G G G G G
G
W W
W
(TYP)
2' - 0" O.C.
'X' SECTOR
AZIMUTH = 20°
'Y' SECTOR
AZIMUTH = 140°
'Z' SECTOR
AZIMUTH = 260°
(6) NEW & (3) FUTURE 8'H
VERIZON WIRELESS ANTENNAS
NEW RRH MOUNTED TO
BACK OF ANTENNA PIPE
MOUNT (TYP OF 12)
REMOVE (E) LIGHTHOUSE
ENCLOSURE & REPLACE W/
NEW 16'H FG CUPOLA
NEW FIXED OPEN LOUVER W/
INSECT SCREEN BELOW FAUX
WINDOW (TYP OF 3)
NEW FG FAUX WINDOW
(TYP OF 6)
REMOVE (E) WOOD
GUARD RAIL
NEW OVP MOUNTED TO
BACK OF ANTENNA PIPE
MOUNT (TYP OF 2)
NEW
ACCESS
HATCH
10' - 5" (TYP)
(E) CATWALK
THE FOLLOWING SIGNS SHOULD BE PLACED ADJACENT TO OR IMMEDIATELY INSIDE ALL ROOFTOP ACCESS POINTS.
• GUIDELINES FOR WORKING IN RADIO FREQUENCY ENVIRONMENTS SIGNS.
• NOC INFORMATION SIGN.
THE FOLLOWING SIGNS SHOULD BE PLACED, CLEARLY VISIBLE FROM TOP OF DECK (BACK OF ANTENNAS).
• GUIDELINES FOR WORKING IN RADIO FREQUENCY ENVIRONMENTS SIGN.
• YELLOW CAUTION SIGN.
EME SIGNAGE
1
2
1
2
2
2
(E) SIDEWALK
(E) FIRE HYDRANT
± 30' - 3" (E) DRIVE
(E) 0" CURB HEIGHT
(E) FULL CURB & GUTTER
(E) 0" CURB HEIGHT
(E) FULL CURB & GUTTER
GRADE
0' - 0"
T.O. NEW LIGHTHOUSE
45' - 0"
T.O. DECK
28' - 6"
T.O. ROOF
17' - 0"
VERIZON WIRELESS RAD CENTER
37' - 6"
(6) NEW AND (3) FUTURE VERIZON
WIRELESS ANTENNAS & EQUIPMENT
BEHIND RF TRANSPARENT CUPOLA
RE: A2.1
NEW VERIZON WIRELESS OUTDOOR
EQUIPMENT AND GENERATOR IN
NEW VERIZON WIRELESS LEASE
AREA RE: A2.0
VENT PIPE
12' - 0" GEN.
NEW 6'H CEDAR FENCE
ON STL. POSTS
NEW METER & DISCONNECTS
ON NEW H-FRAME
REMOVE (E) LIGHTHOUSE
ENCLOSURE & REPLACE W/
NEW 16'H FIBERGLASS CUPOLA
(2) NEW 6x12 HYBRID CABLES
THROUGH ATTIC TO NEW ANTENNAS
(2) NEW VERTICAL CONDUITS,
PAINT TO MATCH (E) BUILDING
(E) CHURCH BUILDING
T.O. EXISTING LIGHTHOUSE (NOT SHOWN)
40' - 0"
T.O. EXISTING RAILING
32' - 1"
NEW FG FIXED OPEN LOUVER W/ VINYL
INSECT SCREEN (TYP OF 3)
NEW FG FAUX WINDOW
(TYP OF 9)
NEW TRANSFORMER BY POWER COMPANY
NEW STL. BOLLARD (TYP OF 2)
NEW GPS ANTENNA
(E) TREE
VENTILATION FAN W/ CAP
REMOVE EXISTING RAILING
GRADE
0' - 0"
T.O. NEW LIGHTHOUSE
45' - 0"
T.O. DECK
28' - 6"
T.O. ROOF
17' - 0"
VERIZON WIRELESS RAD CENTER
37' - 6"
(6) NEW AND (3) FUTURE
VERIZON WIRELESS ANTENNAS
& EQUIPMENT BEHIND RF
TRANSPARENT CUPOLA
GRADE
0' - 0"
T.O. NEW LIGHTHOUSE
45' - 0"
T.O. DECK
28' - 6"
T.O. ROOF
17' - 0"
VERIZON WIRELESS RAD CENTER
37' - 6"
(6) NEW AND (3) FUTURE
VERIZON WIRELESS ANTENNAS
& EQUIPMENT BEHIND RF
TRANSPARENT CUPOLA
RE: A2.1
NEW VERIZON WIRELESS OUTDOOR
EQUIPMENT AND GENERATOR IN NEW
VERIZON WIRELESS LEASE AREA RE:
A2.0
NEW 6'H CEDAR FENCE ON
STL. POSTS
NEW METER & DISCONNECTS
ON NEW H-FRAME
T.O. GENERATOR VENT PIPE
12' - 0"
REMOVE (E) LIGHTHOUSE
ENCLOSURE & REPLACE W/
NEW 16'H FIBERGLASS CUPOLA
(E) CHURCH BUILDING
(E) LIGHTHOUSE
(2) NEW 6x12 HYBRID CABLES
THROUGH ATTIC TO NEW ANTENNAS
(2) NEW VERTICAL CONDUITS, PAINT
TO MATCH (E) BUILDING
(E) GARAGE
NEW TRANSFORMER
BY POWER COMPANY
NEW STL. BOLLARD (TYP OF 2)
T.O. EXISTING LIGHTHOUSE (NOT SHOWN)
40' - 0"
T.O. EXISTING RAILING
32' - 1"
NEW FIXED OPEN LOUVER W/
INSECT SCREEN BELOW FAUX
WINDOW (TYP OF 3)
NEW FG FAUX WINDOW
(TYP OF 9)
NEW GPS ANTENNA
VENTILATION FAN W/ CAP
REMOVE EXISTING RAILING
GRADE
0' - 0"
T.O. NEW LIGHTHOUSE
45' - 0"
T.O. DECK
28' - 6"
T.O. ROOF
17' - 0"
VERIZON WIRELESS RAD CENTER
37' - 6"
1 (1) ACCESS POINT
(1) 'X' SECTOR
(1) 'Y' SECTOR
(1) 'Z' SECTOR
2 (1) 'X' SECTOR
(1) 'Y' SECTOR
(1) 'Z' SECTOR
3 (1) ACCESS POINT
NOTE:
THE INFORMATION ABOVE REPRESENTS
EVERY COMPLIANCE ITEM THAT MUST
BE IMPLEMENTED AT THIS LOCATION
THE FOLLOWING SIGNS SHOULD BE PLACED ADJACENT TO
OR IMMEDIATELY INSIDE ALL ROOFTOP ACCESS POINTS.
• GUIDELINES FOR WORKING IN RADIO FREQUENCY
ENVIRONMENTS SIGNS.
• NOC INFORMATION SIGN.
RE: A2.0
THE FOLLOWING SIGNS SHOULD BE PLACED, CLEARLY
VISIBLE FROM TOP OF DECK (BACK OF ANTENNAS).
• GUIDELINES FOR WORKING IN RADIO FREQUENCY
ENVIRONMENTS SIGN.
• YELLOW CAUTION SIGN.
RE: A2.0
EME SIGNAGE
1
2
STANDARD
FIRE LANE SIGN DETAIL
(FORT COLLINS ONLY)
FIRE
LANE
NO
PARKING
COLOR SCHEDULE
NOTES:
1. THE SIGN PLATE SHALL BE A MINIMUM OF 12"X18" WITH A
THICKNESS OF .080 ALUMINUM CONSTRUCTION.
2. THE SIGN FACE SHALL HAVE A WHITE REFLECTIVE
BACKGROUND WITH A RED LEGEND. USE THE STANDARD 3M
SCOTCHLITE SIGN FACE NUMBER R7-32 OR EQUIVALENT, WITH
RED LETTERING AS SHOWN ABOVE.
3. ARROWS MAY BE NEEDED (LEFT, RIGHT OR DOUBLE), TO
DESIGNATE BEGIN AND END OF NO PARKING AREA.
LEGEND, CIRCLE DIAGONAL, BORDER,
"ARROW", "FIRE LANE"
BACKGROUND
"P"
RED
WHITE
BLACK
12"
2"
1 1/2"
1 8 "
3 - TREE PROTECTION NOTES 2 - FIRE ACCESS ROAD SIGN DETAIL 1 - EME DETAIL
TREE PROTECTION NOTES:
1. ALL EXISTING TREES WITHIN THE LIMITS OF THE DEVELOPMENT AND WITHIN ANY
NATURAL AREA BUFFER ZONES SHALL REMAIN AND BE PROTECTED UNLESS
NOTED ON THESE PLANS FOR REMOVAL.
2. WITHIN THE DRIP LINE OF ANY PROTECTED EXISTING TREE, THERE SHALL BE NO
CUT OR FILL OVER A FOUR-INCH DEPTH UNLESS A QUALIFIED ARBORIST OR
FORESTER HAS EVALUATED AND APPROVED THE DISTURBANCE.
3. ALL PROTECTED EXISTING TREES SHALL BE PRUNED TO THE CITY OF FORT
COLLINS FORESTRY STANDARDS. TREE PRUNING AND REMOVAL SHALL BE
PERFORMED BY A BUSINESS THAT HOLDS A CURRENT CITY OF FORT COLLINS
ARBORIST LICENSE WHERE REQUIRED BY CODE.
4. PRIOR TO AND DURING CONSTRUCTION, BARRIERS SHALL BE ERECTED AROUND
ALL PROTECTED EXISTING TREES WITH SUCH BARRIERS TO BE OF ORANGE
FENCING A MINIMUM OF FOUR (4) FEET IN HEIGHT, SECURED WITH METAL T-
POSTS, NO CLOSER THAN SIX (6) FEET FROM THE TRUNK OR ONE-HALF (½) OF THE
DRIP LINE, WHICHEVER IS GREATER. THERE SHALL BE NO STORAGE OR
MOVEMENT OF EQUIPMENT, MATERIAL, DEBRIS OR FILL WITHIN THE FENCED TREE
PROTECTION ONE.
5. DURING THE CONSTRUCTION STAGE OF DEVELOPMENT, THE APPLICANT SHALL
PREVENT THE CLEANING OF EQUIPMENT OR MATERIAL OR THE STORAGE AND
DISPOSAL OF WASTE MATERIAL SUCH AS PAINTS, OILS, SOLVENTS, ASPHALT,
CONCRETE, MOTOR OIL OR ANY OTHER MATERIAL HARMFUL TO THE LIFE OF A
TREE WITHIN THE DRIP LINE OF ANY PROTECTED TREE OR GROUP OF TREES.
6. NO DAMAGING ATTACHMENT, WIRES, SIGNS OR PERMITS MAY BE FASTENED TO
ANY PROTECTED TREE.
7. LARGE PROPERTY AREAS CONTAINING PROTECTED TREES AND SEPARATED
FROM CONSTRUCTION OR LAND CLEARING AREAS, ROAD RIGHTS-OF-WAY AND
UTILITY EASEMENTS MAY BE "RIBBONED OFF," RATHER THAN ERECTING
PROTECTIVE FENCING AROUND EACH TREE AS REQUIRED IN SUBSECTION (G)(3)
ABOVE. THIS MAY BE ACCOMPLISHED BY PLACING METAL T-POST STAKES A
MAXIMUM OF FIFTY (50) FEET APART AND TYING RIBBON OR ROPE FROM STAKE-
TO-STAKE ALONG THE OUTSIDE PERIMETERS OF SUCH AREAS BEING CLEARED.
8. THE INSTALLATION OF UTILITIES, IRRIGATION LINES OR ANY UNDERGROUND
FIXTURE REQUIRING EXCAVATION DEEPER THAN SIX (6) INCHES SHALL BE
ACCOMPLISHED BY BORING UNDER THE ROOT SYSTEM OF PROTECTED EXISTING
TREES AT A MINIMUM DEPTH OF TWENTY-FOUR (24) INCHES. THE AUGER
DISTANCE IS ESTABLISHED FROM THE FACE OF THE TREE (OUTER BARK) AND IS
SCALED FROM TREE DIAMETER AT BREAST HEIGHT AS DESCRIBED IN THE CHART
BELOW:
9. ALL TREE REMOVAL SHOWN SHALL BE COMPLETED OUTSIDE OF THE SONGBIRD
NESTING SEASON (FEB 1 - JULY 31) OR CONDUCT A SURVEY OF TREES ENSURING
NO ACTIVE NESTS IN THE AREA.
9. ALL TREE REMOVAL SHOWN SHALL BE COMPLETED OUTSIDE OF THE SONGBIRD
NESTING SEASON (FEB 1 - JULY 31) OR CONDUCT A SURVEY OF TREES ENSURING
NO ACTIVE NESTS IN THE AREA.
TREE DIAMETER AT BREAST
HEIGHT (INCHES)
AUGER DISTANCE FROM FACE
OF TREE (FEET)
0-2 1
3-4 2
5-9 5
10-14 10
15-19 12
OVER 19 15
HYBRID & COAX CABLES
FIBER
BBU/RRH
MW/FIBER EQ.
POWER/GROUNDING
OVP/ELEC. EQ.
GEN. CONST./UTILITY EASEMENT
ACCESS/UTILITY EASEMENT
EXISTING EASEMENT
LEASE AREA
ANTENNAS
PENETRATIONS
PROJECT INFORMATION
5935 SOUTH ZANG STREET, SUITE 280
LITTLETON, COLORADO 80127
OFFICE: 303.932.9974
SITE NAME
CONSULTANT
VERIZON WIRELESS SERVICES
3131 S. VAUGHN WAY, SUITE 550
AURORA, CO 80014
1st REVIEW 2nd REVIEW
NOT FOR
CONSTRUCTION
A4.0
DETAILS
FTC WESTBURY
KMS SGP
1621 WEST HARMONY ROAD
FORT COLLINS, CO 80526
A 11/27/17 CONCEPT IMR
B 12/11/17 ZD REVIEW SGP
C 01/29/18 LL COMMENTS IMR
D 05/14/18 CLIENT COMMENTS IMR
E 07/16/18 LL COMMENTS SGP
0 12/06/18 ZD ISSUE SGP
1 02/18/19 CITY COMMENTS SGP
(6) NEW AND (3) FUTURE
VERIZON WIRELESS ANTENNAS
& EQUIPMENT BEHIND RF
TRANSPARENT CUPOLA
RE: A2.1
NEW VERIZON WIRELESS
OUTDOOR EQUIPMENT AND
GENERATOR IN NEW
VERIZON WIRELESS LEASE
AREA RE: A2.0
NEW 6'H CEDAR FENCE ON
STL. POSTS
T.O. GENERATOR VENT PIPE
12' - 0"
(E) LIGHTHOUSE
(E) CHURCH
REMOVE (E) LIGHTHOUSE
ENCLOSURE & REPLACE W/
NEW 16'H FIBERGLASS CUPOLA
(2) NEW 6x12 HYBRID CABLES
THROUGH ATTIC TO NEW ANTENNAS
T.O. EXISTING LIGHTHOUSE (NOT SHOWN)
40' - 0"
T.O. EXISTING RAILING
32' - 1"
NEW FIXED OPEN LOUVER W/
INSECT SCREEN BELOW FAUX
WINDOW (TYP OF 3)
NEW FG FAUX WINDOW
(TYP OF 9)
NEW GPS ANTENNA
(E) TREE (TYP)
VENTILATION FAN W/ CAP
REMOVE EXISTING
RAILING
1 - EAST ELEVATION 1/8" = 1'-0"
- 2 WEST ELEVATION 1/8" = 1'-0"
HYBRID & COAX CABLES
FIBER
BBU/RRH
MW/FIBER EQ.
POWER/GROUNDING
OVP/ELEC. EQ.
GEN. CONST./UTILITY EASEMENT
ACCESS/UTILITY EASEMENT
EXISTING EASEMENT
LEASE AREA
ANTENNAS
PENETRATIONS
PROJECT INFORMATION
5935 SOUTH ZANG STREET, SUITE 280
LITTLETON, COLORADO 80127
OFFICE: 303.932.9974
SITE NAME
CONSULTANT
VERIZON WIRELESS SERVICES
3131 S. VAUGHN WAY, SUITE 550
AURORA, CO 80014
1st REVIEW 2nd REVIEW
NOT FOR
CONSTRUCTION
A3.1
ELEVATIONS
FTC WESTBURY
KMS SGP
1621 WEST HARMONY ROAD
FORT COLLINS, CO 80526
A 11/27/17 CONCEPT IMR
B 12/11/17 ZD REVIEW SGP
C 01/29/18 LL COMMENTS IMR
D 05/14/18 CLIENT COMMENTS IMR
E 07/16/18 LL COMMENTS SGP
0 12/06/18 ZD ISSUE SGP
1 02/18/19 CITY COMMENTS SGP
RE: A2.1
(2) NEW 6x12 HYBRID CABLES
THROUGH ATTIC TO NEW ANTENNAS
(E) LIGHTHOUSE
REMOVE (E) LIGHTHOUSE
ENCLOSURE & REPLACE W/
NEW 16'H FIBERGLASS CUPOLA
(2) NEW VERTICAL CONDUITS, PAINT
TO MATCH (E) BUILDING
(E) GARAGE
(E) CHURCH BUILDING
T.O. EXISTING LIGHTHOUSE (NOT SHOWN)
40' - 0"
T.O. EXISTING RAILING
32' - 1"
NEW FIXED OPEN LOUVER W/
INSECT SCREEN BELOW FAUX
WINDOW (TYP OF 3)
NEW FG FAUX WINDOW
(TYP OF 9)
VENTILATION FAN W/ CAP
REMOVE EXISTING RAILING
NEW EMERGENCY RESPONSE
WAYFINDING SIGNAGE FOR VERIZON
WIRELESS EQUIPMENT AREA.
VERIZON ADDRESS NUMBERS TO BE
NO LESS THAN 12" TALL
2 - SOUTH ELEVATION 1/8" = 1'-0"
1 - NORTH ELEVATION 1/8" = 1'-0"
HYBRID & COAX CABLES
FIBER
BBU/RRH
MW/FIBER EQ.
POWER/GROUNDING
OVP/ELEC. EQ.
GEN. CONST./UTILITY EASEMENT
ACCESS/UTILITY EASEMENT
EXISTING EASEMENT
LEASE AREA
ANTENNAS
PENETRATIONS
PROJECT INFORMATION
5935 SOUTH ZANG STREET, SUITE 280
LITTLETON, COLORADO 80127
OFFICE: 303.932.9974
SITE NAME
CONSULTANT
VERIZON WIRELESS SERVICES
3131 S. VAUGHN WAY, SUITE 550
AURORA, CO 80014
1st REVIEW 2nd REVIEW
NOT FOR
CONSTRUCTION
A3.0
ELEVATIONS
FTC WESTBURY
KMS SGP
1621 WEST HARMONY ROAD
FORT COLLINS, CO 80526
A 11/27/17 CONCEPT IMR
B 12/11/17 ZD REVIEW SGP
C 01/29/18 LL COMMENTS IMR
D 05/14/18 CLIENT COMMENTS IMR
E 07/16/18 LL COMMENTS SGP
0 12/06/18 ZD ISSUE SGP
1 02/18/19 CITY COMMENTS SGP
(E) SIDEWALK
(E) TREE
(E) PROPERTY LINE
NEW CONCRETE DRIVEWAY FROM 0"
CURB HEIGHT TO PROPERTY LINE
(APPROX. 515 S.F. IN RIGHT-OF-WAY)
(E) CHURCH SIGN
NEW U.G. FIBER AND
ELEC. CONDUITS
(E) GRASS
(E) GRAVEL
17' - 0"
1 - VERIZON WIRELESS RAD CENTER 3/4" = 1'-0"
3 - NOT USED 2 - NEW DRIVEWAY DETAIL 1/8" = 1'-0"
H
YBRID & COAX CABLES
FIBER
BBU/RRH
MW/FIBER EQ.
POWER/GROUNDING
OVP/ELEC. EQ.
GEN. CONST./UTILITY EASEMENT
ACCESS/UTILITY EASEMENT
EXISTING EASEMENT
LEASE AREA
ANTENNAS
PENETRATIONS
PROJECT INFORMATION
5935 SOUTH ZANG STREET, SUITE 280
LITTLETON, COLORADO 80127
OFFICE: 303.932.9974
SITE NAME
CONSULTANT
VERIZON WIRELESS SERVICES
3131 S. VAUGHN WAY, SUITE 550
AURORA, CO 80014
1st REVIEW 2nd REVIEW
NOT FOR
CONSTRUCTION
A2.0
ANTENNA PLAN &
DRIVEWAY PLAN
FTC WESTBURY
KMS SGP
1621 WEST HARMONY ROAD
FORT COLLINS, CO 80526
A 11/27/17 CONCEPT IMR
B 12/11/17 ZD REVIEW SGP
C 01/29/18 LL COMMENTS IMR
D 05/14/18 CLIENT COMMENTS IMR
E 07/16/18 LL COMMENTS SGP
0 12/06/18 ZD ISSUE SGP
1 02/18/19 CITY COMMENTS SGP
DEMO (E) SIDEWALK
THROUGH LEASE AREA
(E) CONC.
SIDEWALK
(E) TREE TO
REMAIN
NEW SIDEWALK
TO MATCH (E)
(EXTEND TO
GRAVEL DRIVE)
(E) WINDOW
(E) WINDOW
DEMO (E) SIDEWALK
3' - 0"
CLEARANCE
10' - 0"
1 - ENLARGED SITE PLAN 1/2" = 1'-0"
HYBRID & COAX CABLES FIBER
BBU/RRH MW/FIBER EQ.
POWER/GROUNDING
OVP/ELEC. EQ.
GEN. CONST./UTILITY EASEMENT
ACCESS/UTILITY EASEMENT
EXISTING EASEMENT
LEASE AREA
ANTENNAS PENETRATIONS
PROJECT INFORMATION
5935 SOUTH ZANG STREET, SUITE 280
LITTLETON, COLORADO 80127
OFFICE: 303.932.9974
SITE NAME
CONSULTANT
VERIZON WIRELESS SERVICES
3131 S. VAUGHN WAY, SUITE 550
AURORA, CO 80014
1st REVIEW 2nd REVIEW
NOT FOR
CONSTRUCTION
A1.1
ENLARGED SITE PLAN
FTC WESTBURY
KMS SGP
1621 WEST HARMONY ROAD
FORT COLLINS, CO 80526
A 11/27/17 CONCEPT IMR
B 12/11/17 ZD REVIEW SGP
C 01/29/18 LL COMMENTS IMR
D 05/14/18 CLIENT COMMENTS IMR
E 07/16/18 LL COMMENTS SGP
0 12/06/18 ZD ISSUE SGP
1 02/18/19 CITY COMMENTS SGP
FROM NEW OUTDOOR
EQUIPMENT TO NEW ANTENNAS
CHOKECHERRY TRAIL
REMOVE (E) LIGHTHOUSE
ENCLOSURE & REPLACE W/
NEW 16'H FG CUPOLA
RE: A2.1
NEW 5'W VERIZON WIRELESS
UTILITY EASEMENT
(E) TREE (TYP)
NOTES:
1. REPLACE AND RESTORE ANY CURB, GUTTER, AND SIDEWALK THAT WAS
PREVIOUSLY DAMAGED OR DAMAGED DURING THE CONSTRUCTION OF THIS PROJECT
PER CITY OF FORT COLLINS STANDARDS AT VERIZON WIRELESS / L.L. EXPENSE.
2. ALL PUBLIC SIDEWALK, DRIVEWAYS AND RAMPS, EXISTING OR PROPOSED,
ADJACENT OR WITHIN THE SITE MEET ADA STANDARDS.
3. FIRE LANES TO MAINTAIN 20' MINIMUM UNOBSTRUCTED WIDTH & 14' MINIMUM CLEAR
ABOVE ROAD SURFACE. TRIM EXISTING TREES AS REQUIRED.
4. FIRE LINE TO BE DESIGNED AS A FLAT, ALL-WEATHER DRIVING SURFACE CAPABLE OF
SUPPORTING 40 TONS.
5. EXISTING GRADING AND DRAINAGE PATTERNS ARE TO REMAIN UNCHANGED.
6. 107 SQUARE FEET OF IMPERVIOUS AREA IS BEING ADDED TO THE SITE.
7. CITY OF FORT COLLINS TREE PROTECTION NOTES RE: 3/A4.0
8. THE PUBLIC R.O.W. SHALL NOT BE USED FOR STAGING/STORAGE OF MATERIALS OR
EQUIPMENT, OR PARKING FOR ANYONE WORKING ON THE SITE. ALL STAGING AND
PARKING WILL BE DONE ON PRIVATE PROPERTY.
NEW 20' WIDE EMERGENCY
ACCESS EASEMENT
RE: SURVEY & NOTE 4
THE FOLLOWING SIGNS SHOULD BE PLACED ADJACENT TO
OR IMMEDIATELY INSIDE ALL ROOFTOP ACCESS POINTS.
• GUIDELINES FOR WORKING IN RADIO FREQUENCY
ENVIRONMENTS SIGNS.
• NOC INFORMATION SIGN.
RE: A2.0
THE FOLLOWING SIGNS SHOULD BE PLACED, CLEARLY
VISIBLE FROM TOP OF DECK (BACK OF ANTENNAS).
• GUIDELINES FOR WORKING IN RADIO FREQUENCY
ENVIRONMENTS SIGN.
• YELLOW CAUTION SIGN.
RE: A2.0
EME SIGNAGE
1
2
1
2
NEW "FIRE LANE" SIGNAGE
RE: 2/A4.0 (ARROW RIGHT)
NEW "FIRE LANE" SIGNAGE
RE: 2/A4.0 (ARROWS LEFT & RIGHT)
NEW "FIRE LANE" SIGNAGE"
RE: 2,3/A4.0 (ARROW LEFT)
NEW "FIRE LANE" SIGNAGE
RE: 2/A4.0 (ARROWS LEFT & RIGHT)
(E) 30'W CONCRETE DRIVEWAY FROM
CURB TO PROPERTY LINE PER LARIMER
COUNTY URBAN AREA STREET
STANDARDS (DRAWING 706.2) RE: 2/A2.0
REPAIR AND RESTORE ANY DAMAGED
CURB, GUTTER, AND SIDEWALK RE: NOTE 1
NEW EMERGENCY RESPONSE
WAYFINDING SIGNAGE FOR VERIZON
WIRELESS EQUIPMENT AREA.
VERIZON ADDRESS NUMBERS TO BE
NO LESS THAN 12" TALL
(E) 30" CONCRETE STORM DRAIN
(E) DRIVE
± 30' - 3"
NEW 20' WIDE EMERGENCY
ACCESS EASEMENT
RE: SURVEY & NOTE 4
NEW UTILITY MH
MEET POINT
NEW U.G. UTILITY
CONDUIT BY POWER CO.
NEW 15'W CITY OF FT.
COLLINS UTILITY EASEMENT
TREE MITIGATION TABLE
TREE NO. SPECIES CALIPER CONDITION MITIGATION REQ'D
1 ASH 13" DBH POOR 1 NEW TREE IF REMOVED
2 ASH 13" DBH POOR 1 NEW TREE IF REMOVED
3 ROCKY MTN. <6" DBH FAIR+ NONE
JUNIPER
4 ROCKY MTN. <6" DBH FAIR+ NONE
JUNIPER
LANDSCAPING NOTES:
1) ALL EXISTING TREES TO REMAIN AND BE PROTECTED.
2) NEW UTILITIES WITHIN 7' OF TRUNK SHALL BE BORED AT A MINIMUM OF 48” OR DEEPER
TO AVOID ALL TREE ROOTS. TREE PROTECTION IN THE FORM OF CONCRETE BLANKETS
AROUND TREE TRUNKS SHOULD BE INSTALLED PRIOR TO ON-SITE CONSTRUCTION.
3) EXISTING JUNIPERS ARE NOT TO BE DISTURBED.
1 - SITE PLAN 1" = 60'-0"
HYBRID & COAX CABLES FIBER
BBU/RRH MW/FIBER EQ.
POWER/GROUNDING
OVP/ELEC. EQ.
GEN. CONST./UTILITY EASEMENT
ACCESS/UTILITY EASEMENT
EXISTING EASEMENT
LEASE AREA
ANTENNAS PENETRATIONS
PROJECT INFORMATION
5935 SOUTH ZANG STREET, SUITE 280
LITTLETON, COLORADO 80127
OFFICE: 303.932.9974
SITE NAME
CONSULTANT
VERIZON WIRELESS SERVICES
3131 S. VAUGHN WAY, SUITE 550
AURORA, CO 80014
1st REVIEW 2nd REVIEW
NOT FOR
CONSTRUCTION
A1.0
SITE PLAN
FTC WESTBURY
KMS SGP
1621 WEST HARMONY ROAD
FORT COLLINS, CO 80526
A 11/27/17 CONCEPT IMR
B 12/11/17 ZD REVIEW SGP
C 01/29/18 LL COMMENTS IMR
D 05/14/18 CLIENT COMMENTS IMR
E 07/16/18 LL COMMENTS SGP
0 12/06/18 ZD ISSUE SGP
1 02/18/19 CITY COMMENTS SGP
M
: 9603216003
APN: 9603000919
5125
5124
5123
5122
5123
5122
5121
5124
5125
5126
5126
5127
5128
5127
5128
5129
5129
5130
5130
5131
5131
5131
5132
5132
5132
5132
5131
5130
5133
5133
5133
5134
5135
5136
5134
5133
5132
5131
P.O.B. (P) NON-EXCLUSIVE VERIZON ACCESS EASEMENT
P.O.B. (P) 20' EMERGENCY ACCESS EASEMENT
(P) 10' VERIZON WIRELESS UTILITY EASEMENT 1
(P) VERIZON WIRELESS ACCESS/UTILITY EASEMENT
5125.0 FNCE
5122.7 FNCE
N89° 40' 23"E
250.00'
S0° 05' 31"W
462.63'
N0° 05' 30"E
462.63'
S0° 05' 31"W
60.00'
L30
C1
L31
L32
L33
C2
L34
C3
L35
C4
L36
C5
L37
C6
L38
C7
L39
L40
L41
C8
L42
C9
L43
C10
L44
C11
L45
C12
L46
C13
L47
C14
L1
5141.0 BLDG
5141.9 BLDG
5142.0 BLDG
5142.0 BLDG
5132.3 EP
5132.6 EP
5132.7 NG
5128.7 NG
5125.0 NG
5124.0 NG
5126.1 NG
5129.8 NG
5131.5 NG
5133.1 NG
5136.5 NG
5134.6 NG
5133.4 NG
5133.6 NG
5131.5 NG
5132.6 NG
5130.5 NG
5131.7 NG
5128.4 NG
5173.5 PEAK
5150.8 PEAK
5151.3 PEAK
5124.9 TBC
5141.3 TREE
5147.4 TREE
5153.6 TREE
5152.9 TREE
5149.0 TREE
5155.5 TREE
5140.2 TREE
5156.6 TREE
5154.9 TREE
5150.0 TREE
5144.1 TREE
5157.2 TREE
5158.1 TREE 12"
Ø
5176.0 TREE 16"
Ø
5179.6 TREE 16"
Ø
5169.2 TREE 12"
Ø
5162.0 TREE 12" Ø
5190.2 TREE 18"
Ø
5164.0 TREE 16" Ø
5156.4 TREE 24"
Ø
5155.7 TREE
5152.4 TREE
5155.5 TREE
5155.2 TREE
5157.2 TREE
5159.6 TREE
5159.6 TREE
EXISTING TOWER
T.O. TOWER= 40' AGL
CENTER OF GEODETIC COORDINATES
LAT.= 40°31'22.09 NORTH
LON.= 105°06'22.07 WEST
ELEV. @ GROUND =5134
5177.9 TREE 16"
Ø
L2
L3
L4
L5
L6
L7
L13
L14
L15
L16
L18
L19
L17
L20
L21
L22
L23
L52
L53
L54
L55
(P) 15' CITY OF FORT COLLINS DRAINAGE AND UTILITY EASEMENT
P.O.B. (P) VERIZON WIRELESS ACCESS/UTILITY EASEMENT
P.O.B. VERIZON WIRELESS UTILITY EASEMENT 1
POINT "A"
P.O.B. (P) 15' CITY OF FORT COLLINS DRAINAGE AND UTILITY EASEMENT
(P) NON-EXCLUSIVE VERIZON ACCESS EASEMENT
SS
SS
SS
SS
SS SS SS
T
T
T
T
T
T
T T T T T
5132
5133
5131
P.O.B. (P) VERIZON WIRELESS
LEASE AREA
P.O.B. (P) VERIZON WIRELESS
UTILITY EASEMENT 2
(P) VERIZON WIRELESS
ACCESS/UTILITY EASEMENT
(P) VERIZON WIRELESS
UTILITY EASEMENT 2
(P) EMERGENCY
ACCESS EASEMENT
S0° 05' 31"W
462.63'
L32
L33
5142.0 BLDG
5131.7 NG
5169.2 TREE 12" Ø
5162.0 TREE 12" Ø
L8
L9
L10
L11
L12
L24
L25
L26
L27
L28
L29
L48
L49
L50
L51
MAGNETIC
08° 22'
DECLINATION
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.
JWS
JTJ
RLF
15010137
FTC WESTBURY
1621 W. HARMONY RD.
FORT COLLINS, CO 80526
TOPOGRAPHIC SURVEY
LS-2
3131 S. VAUGHN WAY, SUITE 550
AURORA, CO 80014
NORTH
LEASE AREA
DETAIL-THIS SHEET
LEASE AREA DETAIL
1"=10'
A PARCEL OF LAND SITUATE IN THE NW 1/4 OF SECTION 3, TOWNSHIP 6 NORTH,
RANGE 69 WEST OF THE 6TH P.M., COUNTY OF LARIMER, STATE OF COLORADO,
BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE NORTH 1/4 CORNER OF SAID SECTION 3; COMMENCING AT ;
THENCE SOUTH 00°05'31" WEST, 60.00 FEET TO THE SOUTHERLY RIGHT OF WAY LINE
OF HARMONY ROAD; THENCE SOUTH 89°40'23" WEST, 47.83 FEET ALONG SAID RIGHT
OF WAY LINE TO THE POINT OF BEGINNING;
THENCE SOUTH 21°00'00" EAST, 16.03 FEET; THENCE SOUTH 89°40'23" WEST, 16.03
FEET; THENCE NORTH 21°00'00" WEST, 16.03 FEET; THENCE NORTH 89°40'23" EAST,
16.03 FEET TO THE POINT OF BEGINNING.
NON-EXCLUSIVE VERIZON WIRELESS ACCESS EASEMENT LEGAL DESCRIPTION
A PARCEL OF LAND SITUATE IN THE NW 1/4 OF SECTION 3, TOWNSHIP 6 NORTH,
RANGE 69 WEST OF THE 6TH P.M., COUNTY OF LARIMER, STATE OF COLORADO,
BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE NORTH 1/4 CORNER OF SAID SECTION 3; COMMENCING AT ;
THENCE SOUTH 00°05'31" WEST, 60.00 FEET TO THE SOUTHERLY RIGHT OF WAY LINE
OF HARMONY ROAD; THENCE SOUTH 89°40'23" WEST, 47.83 FEET ALONG SAID RIGHT
OF WAY LINE; THENCE SOUTH 21°00'00" EAST, 16.03 FEET; THENCE SOUTH 89°40'23"
WEST, 16.03 FEET TO THE POINT OF BEGINNING;
THENCE NORTH 89°40'23" EAST, 39.56 FEET; THENCE SOUTH 00°00'00" EAST, 274.77
FEET; THENCE NORTH 90°00'00" WEST, 75.45 FEET; THENCE NORTH 00°00'00" EAST,
8.00 FEET; THENCE NORTH 90°00'00" EAST, 16.50 FEET; THENCE NORTH 00°00'00"
EAST, 7.00 FEET; THENCE NORTH 90°00'00" EAST, 43.94 FEET; THENCE NORTH
00°00'08" EAST, 195.57 FEET; THENCE NORTH 21°00'00" WEST, 57.84 FEET TO A POINT
HEREIN KNOWN AS POINT "A"; THENCE NORTH 21°00'00" WEST, 10.69 FEET TO THE
POINT OF BEGINNING.
LESS AND EXCEPT THE FOLLOWING DESCRIBED PORTION OF LAND;
COMMENCING AT SAID POINT "A"; THENCE NORTH 89°40'23" EAST, 16.03 FEET TO THE
POINT OF BEGINNING.
THENCE SOUTH 00°00'00" EAST, 25.31 FEET; THENCE NORTH 21°00'00" WEST, 27.05
FEET; THENCE NORTH 89°40'23" EAST, 9.69 FEET TO THE POINT OF BEGINNING.
VERIZON WIRELESS ACCESS/UTILITY EASEMENT LEGAL DESCRIPTION
A PARCEL OF LAND SITUATE IN THE NW 1/4 OF SECTION 3, TOWNSHIP 6 NORTH,
RANGE 69 WEST OF THE 6TH P.M., COUNTY OF LARIMER, STATE OF COLORADO,
BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE NORTH 1/4 CORNER OF SAID SECTION 3; COMMENCING AT ;
THENCE SOUTH 00°05'31" WEST, 60.00 FEET TO THE SOUTHERLY RIGHT OF WAY LINE
OF HARMONY ROAD; THENCE SOUTH 89°40'23" WEST, 47.83 FEET ALONG SAID RIGHT
OF WAY LINE; THENCE SOUTH 21°00'00" EAST, 16.03 FEET; THENCE SOUTH 89°40'23"
WEST, 16.03 FEET; THENCE NORTH 89°40'23" EAST, 39.56 FEET; THENCE SOUTH
00°00'00" EAST, 274.77 FEET; THENCE NORTH 90°00'00" WEST, 75.45 FEET; THENCE
NORTH 00°00'00" EAST, 8.00 FEET TO THE POINT OF BEGINNING;
THENCE NORTH 00°00'00" EAST, 16.50 FEET; THENCE SOUTH 89°56'40" EAST, 16.50
FEET; THENCE SOUTH 00°00'01" EAST, 16.48 FEET; THENCE NORTH 90°00'00" WEST,
16.50 FEET TO THE POINT OF BEGINNING.
VERIZON WIRELESS LEASE AREA LEGAL DESCRIPTION
A PARCEL OF LAND SITUATE IN THE NW 1/4 OF SECTION 3, TOWNSHIP 6 NORTH,
RANGE 69 WEST OF THE 6TH P.M., COUNTY OF LARIMER, STATE OF COLORADO,
BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE NORTH 1/4 CORNER OF SAID SECTION 3; COMMENCING AT ;
THENCE SOUTH 00°05'31" WEST, 60.00 FEET TO THE SOUTHERLY RIGHT OF WAY LINE
OF HARMONY ROAD; THENCE SOUTH 89°40'23" WEST, 47.83 FEET ALONG SAID RIGHT
OF WAY LINE; THENCE SOUTH 21°00'00" EAST, 16.03 FEET; THENCE SOUTH 89°40'23"
WEST, 16.03 FEET; THENCE NORTH 89°40'23" EAST, 39.56 FEET; THENCE SOUTH
00°00'00" EAST, 274.77 FEET; THENCE NORTH 90°00'00" WEST, 75.45 FEET; THENCE
NORTH 00°00'00" EAST, 8.00 FEET; THENCE NORTH 00°00'00" EAST, 16.50 FEET;
THENCE SOUTH 89°56'40" EAST, 16.50 FEET TO THE POINT OF BEGINNING;
THENCE NORTH 90°00'00" EAST, 8.06 FEET; THENCE NORTH 00°00'00" EAST, 13.03
FEET; THENCE NORTH 89°52'32" EAST, 4.96 FEET; THENCE SOUTH 00°19'14" EAST,
18.05 FEET; THENCE NORTH 90°00'00" WEST, 13.12 FEET; THENCE NORTH 00°00'00"
EAST, 5.00 FEET TO THE POINT OF BEGINNING.
VERIZON WIRELESS UTILITY EASEMENT 2 LEGAL DESCRIPTION
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
A PORTION OF LAND WITHIN THE NORTHWEST QUARTER OF SECTION 3, TOWNSHIP 6 NORTH, RANGE 69
WEST OF THE 6TH P.M., LARIMER COUNTY, STATE OF COLORADO, DESCRIBED AS FOLLOWS:
COMMENCING AT THE NORTH 1/4 CORNER OF SAID SECTION 3, THENCE SOUTH 00°05'31" WEST 60.00 FEET;
THENCE SOUTH 89°40'23" WEST 47.83 FEET TO THE POINT OF BEGINNING, HEREIN KNOWN AS POINT "A";
THENCE SOUTH 21°00'00" EAST, 79.55 FEET TO A RIGHT CURVE; THENCE SOUTHERLY ALONG SAID CURVE
HAVING A RADIUS OF 50.00 FEET, THROUGH A CENTRAL ANGLE OF 21°00'00", AN ARC LENGTH OF 18.33 FEET;
THENCE SOUTH 00°00'00" EAST, 175.53 FEET; THENCE NORTH 90°00'00" WEST, 20.03 FEET; THENCE NORTH
00°00'49" EAST, 34.91 FEET TO A LEFT CURVE; THENCE NORTHWESTERLY ALONG SAID CURVE HAVING A
RADIUS OF 25.00 FEET, THROUGH A CENTRAL ANGLE OF 90°00'49", AN ARC LENGTH OF 39.28 FEET; THENCE
NORTH 90°00'00" WEST, 42.58 FEET TO A RIGHT CURVE; THENCE WESTERLY ALONG SAID CURVE HAVING A
RADIUS OF 50.00 FEET, THROUGH A CENTRAL ANGLE OF 24°06'40", AN ARC LENGTH OF 21.04 FEET; THENCE
NORTH 65°46'27" WEST, 14.94 FEET TO A RIGHT CURVE; THENCE NORTHWESTERLY ALONG SAID CURVE
HAVING A RADIUS OF 50.00 FEET, THROUGH A CENTRAL ANGLE OF 27°34'15", AN ARC LENGTH OF 24.06 FEET;
THENCE NORTH 38°12'11" WEST, 65.49 FEET TO A RIGHT CURVE; THENCE NORTHWESTERLY ALONG SAID
CURVE HAVING A RADIUS OF 50.00 FEET, THROUGH A CENTRAL ANGLE OF 07°57'57", AN ARC LENGTH OF 6.95
FEET; THENCE NORTH 30°14'14" WEST, 53.10 FEET TO A NON-TANGENT RIGHT CURVE; THENCE
NORTHEASTERLY ALONG SAID CURVE HAVING A RADIUS OF 50.00 FEET, WITH A CHORD BEARING NORTH
33°11'12" EAST, 83.69 FEET, THROUGH A CENTRAL ANGLE OF 113°37'37", AN ARC LENGTH OF 99.16 FEET;
THENCE NORTH 90°00'00" EAST, 74.79 FEET TO A LEFT CURVE; THENCE NORTHEASTERLY ALONG SAID CURVE
HAVING A RADIUS OF 25.00 FEET, THROUGH A CENTRAL ANGLE OF 51°05'00", AN ARC LENGTH OF 22.29 FEET;
THENCE NORTH 89°40'23" EAST, 39.69 FEET TO THE POINT OF BEGINNING;
EXCEPTING A PORTION OF LAND DESCRIBED AS FOLLOWS:
COMMENCING AT POINT "A", THENCE SOUTH 04°56'01" WEST 45.73 FEET TO THE POINT OF BEGINNING;
THENCE SOUTH 21°00'00" EAST, 32.19 FEET; THENCE SOUTHERLY ALONG SAID CURVE TO THE RIGHT HAVING
A RADIUS OF 25.00 FEET, THROUGH A CENTRAL ANGLE OF 21°00'00", AN ARC LENGTH OF 9.16 FEET; THENCE
SOUTH 00°00'00" EAST, 78.23 FEET; THENCE SOUTHWESTERLY ALONG SAID CURVE TO THE RIGHT HAVING A
RADIUS OF 25.00 FEET, THROUGH A CENTRAL ANGLE OF 90°00'00", AN ARC LENGTH OF 39.27 FEET; THENCE
NORTH 90°00'00" WEST, 41.10 FEET; THENCE WESTERLY ALONG SAID CURVE TO THE RIGHT HAVING A RADIUS
OF 25.00 FEET, THROUGH A CENTRAL ANGLE OF 24°06'40", AN ARC LENGTH OF 10.52 FEET; THENCE NORTH
65°53'20" WEST, 17.08 FEET; THENCE NORTHWESTERLY ALONG SAID CURVE TO THE RIGHT HAVING A RADIUS
OF 25.00 FEET, THROUGH A CENTRAL ANGLE OF 27°41'09", AN ARC LENGTH OF 12.08 FEET; THENCE NORTH
38°12'11" WEST, 65.57 FEET; THENCE NORTHWESTERLY ALONG SAID CURVE TO THE RIGHT HAVING A RADIUS
OF 25.00 FEET, THROUGH A CENTRAL ANGLE OF 14°34'35", AN ARC LENGTH OF 6.36 FEET; THENCE NORTH
23°37'37" WEST, 54.33 FEET; THENCE NORTHEASTERLY ALONG SAID CURVE TO THE RIGHT HAVING A RADIUS
OF 25.00 FEET, THROUGH A CENTRAL ANGLE OF 113°37'37", AN ARC LENGTH OF 49.58 FEET; THENCE NORTH
90°00'00" EAST, 107.48 FEET; THENCE SOUTHEASTERLY ALONG SAID CURVE TO THE RIGHT HAVING A RADIUS
OF 25.00 FEET, THROUGH A CENTRAL ANGLE OF 69°00'00", AN ARC LENGTH OF 30.11 FEET TO THE POINT OF
BEGINNING;
EMERGENCY ACCESS EASEMENT LEGAL DESCRIPTION
A PARCEL OF LAND SITUATE IN THE NW 1/4 OF SECTION 3, TOWNSHIP 6 NORTH, RANGE 69 WEST OF THE 6TH
P.M., COUNTY OF LARIMER, STATE OF COLORADO, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE NORTH 1/4 CORNER OF SAID SECTION 3; COMMENCING AT ; THENCE SOUTH 00°05'31"
WEST, 60.00 FEET TO THE SOUTHERLY RIGHT OF WAY LINE OF HARMONY ROAD ALSO BEING THE POINT OF
BEGINNING;
THENCE SOUTH 00°05'31" WEST, 15.00 FEET; THENCE SOUTH 89°40'23" WEST TO A LINE THAT IS 15 FEET
SOUTH AND PARALLEL WITH THE SOUTHERLY RIGHT OF WAY LINE OF HARMONY ROAD, 249.98 FEET; THENCE
NORTH 00°05'30" EAST, 15.00 FEET TO THE SOUTHERLY RIGHT OF WAY LINE OF HARMONY ROAD; THENCE
NORTH 89°40'23" EAST ALONG SAID RIGHT OF WAY LINE, 249.98 FEET TO THE POINT OF BEGINNING.
15' CITY OF FORT COLLINS DRAINAGE AND UTILITY EASEMENT LEGAL DESCRIPTION
A PARCEL OF LAND SITUATE IN THE NW 1/4 OF SECTION 3, TOWNSHIP 6 NORTH, RANGE 69 WEST OF THE 6TH
P.M., COUNTY OF LARIMER, STATE OF COLORADO, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE NORTH 1/4 CORNER OF SAID SECTION 3; COMMENCING AT ; THENCE SOUTH 00°05'31"
WEST, 60.00 FEET TO THE SOUTHERLY RIGHT OF WAY LINE OF HARMONY ROAD; THENCE SOUTH 89°40'23"
WEST, 47.83 FEET ALONG SAID RIGHT OF WAY LINE; THENCE SOUTH 21°00'00" EAST, 16.03 FEET; THENCE
SOUTH 89°40'23" WEST, 16.03 FEET TO THE POINT OF BEGINNING;
THENCE SOUTH 21°00'00" EAST, 10.69 FEET; THENCE SOUTH 89°40'24" WEST, 195.74 FEET; THENCE NORTH
00°05'30" EAST, 10.00 FEET; THENCE NORTH 89°40'24" EAST, 191.89 FEET TO THE POINT OF BEGINNING.
VERIZON WIRELESS UTILITY EASEMENT 1 LEGAL DESCRIPTION
3 12/21/17 FINAL
4 02/22/18 REVISION
5 02/28/18 REVISION
6 03/30/18 REVISION
7 10/03/18 REVISION
8 02/15/19 REVISION
9 02/18/18 REVISION
5124
5125
5126
5126
5127
5128
5127
5128
5129
5129
5130
5130
5131
5131
5131
5132
5132
5132
5132
5131
5130
5133
5133
5133
5134
5135
5136
5134
5133
5132
5131
ACHH
N. 1
4 COR. SEC. 3,
T. 6 N., R. 69 W.
REBAR REBAR
REBAR
LESSOR'S PARCEL LINE
(E) 18.5' LIGHT
POLE
5125.0 FNCE
5122.7 FNCE
N89° 40' 23"E 1320.25'
N89° 40' 23"E
250.00'
S0° 05' 31"W
462.63'
N0° 05' 30"E
462.63'
S89° 40' 23"W 249.98'
116.39'
133.59'
S0° 05' 31"W
60.00'
ACHH
N.W. COR. LOT 3,
SEC. 3, T. 6 N., R. 69 W.
MONUMENT LINE
STORM SEWER LINE
BREAKLINE
FIBER MANHOLE
GAS METER
SANITARY SEWER CLEANOUT
ELECTRIC METER
FIRE HYDRANT
WATER VALVE
CURB STOP
SCHEDULE B HEX
DRY WELL
TELEVISION RISER
STORM MANHOLE
AIR CONDITIONING UNIT
TELEPHONE PEDESTAL
ELECTRICAL PULL BOX
ALUMINUM CAP IN HANDHOLE (ACHH)
REBAR
ELECTRIC VAULT
PROPERTY LINE
PROPERTY LINE (OTHER)
CENTERLINE
WOOD FENCE
SPOT ELEVATION
PV ASPHALT
NG NATURAL GRADE
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
E
EM
EV
FV FIBER VAULT
LIGHT POST
H
Y
D
TV
ASSESSORS PARCEL NUMBER
TOP OF CURB
DRIVEWAY
EDGE OF PAVEMENT
RIGHT OF WAY
SIDEWALK
TBC
D/W
EP
R.O.W.
SW
APN
BLDG BUILDING
FO
GM
WV
D
2
5280.00 NG
LINE TABLE
LINE
L1
L2
L3
L4
L5
L6
L7
L8
L9
L10
L11
L12
L13
L14
L15
L16
L17
L18
L19
LENGTH
47.83
16.03
16.03
16.03
16.03
39.56
274.77
75.45
8.00
16.50
7.00
43.94
195.57
57.84
10.69
16.03
9.69
25.31
27.05
BEARING
S89° 40' 23"W
S21° 00' 00"E
S89° 40' 23"W
N21° 00' 00"W
N89° 40' 23"E
N89° 40' 23"E
S0° 00' 00"E
N90° 00' 00"W
N0° 00' 00"E
N90° 00' 00"E
N0° 00' 00"E
N90° 00' 00"E
N0° 00' 08"E
N21° 00' 00"W
N21° 00' 00"W
N89° 40' 23"E
N89° 40' 23"E
S0° 00' 00"E
N21° 00' 00"W
LINE TABLE
LINE
L20
L21
L22
L23
L24
L25
L26
L27
L28
L29
L30
L31
L32
L33
L34
L35
L36
L37
L38
LENGTH
10.69
195.74
10.00
191.89
16.50
16.50
16.48
16.50
8.06
13.03
79.55
175.53
20.03
34.91
42.58
14.94
65.49
53.10
74.79
BEARING
S21° 00' 00"E
S89° 40' 24"W
N0° 05' 30"E
N89° 40' 24"E
N0° 00' 00"E
S89° 56' 40"E
S0° 00' 01"E
N90° 00' 00"W
N90° 00' 00"E
N0° 00' 00"E
S21° 00' 00"E
S0° 00' 00"E
N90° 00' 00"W
N0° 00' 49"E
N90° 00' 00"W
N65° 46' 27"W
N38° 12' 11"W
N30° 14' 14"W
N90° 00' 00"E
LINE TABLE
LINE
L39
L40
L41
L42
L43
L44
L45
L46
L47
L48
L49
L50
L51
L52
L53
L54
L55
LENGTH
39.69
45.73
32.19
78.23
41.10
17.08
65.57
54.33
107.48
4.96
18.05
13.12
5.00
15.00
249.98
15.00
249.98
BEARING
N89° 40' 23"E
S4° 56' 01"W
S21° 00' 00"E
S0° 00' 00"E
N90° 00' 00"W
N65° 53' 20"W
N38° 12' 11"W
N23° 37' 37"W
N90° 00' 00"E
N89° 52' 32"E
S0° 19' 14"E
N90° 00' 00"W
N0° 00' 00"E
S0° 05' 31"W
S89° 40' 23"W
N0° 05' 30"E
N89° 40' 23"E
CURVE TABLE
CURVE
C1
C2
C3
C4
C5
C6
C7
C8
C9
C10
C11
C12
C13
C14
LENGTH
18.33
39.28
21.04
24.06
6.95
99.16
22.29
9.16
39.27
10.52
12.08
6.36
49.58
30.11
RADIUS
50.00
25.00
50.00
50.00
50.00
50.00
25.00
25.00
25.00
25.00
25.00
25.00
25.00
25.00
DELTA
21°00'00"
90°00'49"
24°06'40"
27°34'15"
7°57'57"
113°37'37"
51°05'00"
21°00'00"
90°00'00"
24°06'40"
27°41'09"
14°34'35"
113°37'37"
69°00'00"
CHORD BRG.
S10° 30' 00"E
N44° 59' 35"W
N77° 56' 40"W
N51° 59' 19"W
N34° 13' 13"W
N33° 11' 12"E
N64° 27' 30"E
S10° 30' 00"E
S45° 00' 00"W
N77° 56' 40"W
N52° 02' 46"W
N30° 54' 54"W
N33° 11' 12"E
S55° 30' 00"E
CHORD LENGTH
18.22
35.36
20.89
23.83
6.95
83.69
21.56
9.11
35.36
10.44
11.96
6.34
41.84
28.32
SITUATED IN THE COUNTY OF LARIMER, STATE OF COLORADO:
A PARCEL OF LAND SITUATE IN THE NW 1/4 OF SECTION 3, TOWNSHIP 6 NORTH,
RANGE 69 WEST OF THE 6TH P.M., COUNTY OF LARIMER, STATE OF COLORADO,
BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
CONSIDERING THE NORTH LINE OF SAID NW 1/4 AS BEARING N 89°00'00" E AND WITH
ALL BEARINGS CONTAINED HEREIN RELATIVE THERETO:
BEGINNING AT THE NORTH 1/4 CORNER OF SAID SECTION 3; THENCE ALONG THE
NORTH-SOUTH CENTERLINE OF SAID SECTION, SAID LINE ALSO BEING THE WEST
LINE OF THE RIDGE, PUD SUBDIVISION, S 00°37'30" E A DISTANCE OF 522.72 FEET;
THENCE PARALLEL TO THE NORTH LINE OF SAID SECTION S 89°00'00" W, A DISTANCE
OF 250.00 FEET; THENCE PARALLEL TO THE WEST LINE OF THE RIDGE PUD
SUBDIVISION, N 00°37'30" W, A DISTANCE OF 522.72 FEET-MORE OR LESS TO THE.
NORTH SECTION LINE; THENCE ALONG THE NORTH LINE OF SAID SECTION, N
89°00'00" E, A DISTANCE OF 250.00 FEET MORE OR LESS TO THE NORTH 1/4 CORNER
OF SAID SECTION AND THE TRUE POINT OF BEGINNING. EXCEPT THE NORTH 60 FEET
FOR A ROAD RIGHT OF WAY, COUNTY OF LARIMER, STATE OF COLORADO.
LESSOR'S LEGAL DESCRIPTION
MAGNETIC
08° 22'
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 11/08/17.
PROJECT META DATA
1. ALL TITLE INFORMATION IS BASED UPON A COMMITMENT FOR TITLE
INSURANCE PREPARED BY OLD REPUBLIC TITLE NATIONAL TITLE
COMPANY, ORDER NO.: 01-17076426-01T EFFECTIVE DATE: 10/09/2017.
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
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.
JWS
JTJ
RLF
15010137
FTC WESTBURY
1621 W. HARMONY RD.
FORT COLLINS, CO 80526
TOPOGRAPHIC SURVEY
LS-1
ITEMS 1, 2, 4, AND 6 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.
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. 08069C1000F DATED 12/19/06.
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
1. SUBJECT TO THE RIGHT OF WAY SET FORTH IN THE DEED, RECORDED
02/24/1981, IN BOOK 73, PAGE 64 OF THE LARIMER COUNTY RECORDS.
(NON PLOTTABLE-DOCUMENT ILLEGIBLE)
2. SUBJECT TO THE RIGHT OF WAY SET FORTH IN THE DEED, RECORDED
02/13/1897, IN BOOK 77, PAGE 191 OF THE LARIMER COUNTY RECORDS.
(NON-PLOTTABLE- DOCUMENT ILLEGIBLE)
3. EXEMPTION PLAT, RECORDED 01/23/1980, IN BOOK 2020, PAGE 734 OF
THE LARIMER COUNTY RECORDS. (REFERENCED)
5. RIGHT-OF-WAY EASEMENT IN FAVOR OF POUDRE VALLEY RURAL
ELECTRIC ASSOCIATION, RECORDED 12/11/1980 IN BOOK 2091, PAGE 510
OF LARIMER COUNTY RECORDS. (REFERENCED)
SCHEDULE B EXCEPTIONS
HARMONY RD.
REGENCY DR.
CHIPPENDALE DR.
PRAIRIE RIDGE DR.
CHOKECHERRY TRL.
PROJECT AREA
TOP OF PIPE = 5173.5 (40' A.G.L)
PEAK = 5172.7 (39.2' A.G.L)
RAILING = 5165.61 (32.1' A.G.L)
DECK = 5162.0 (28.5' A.G.L)
GROUND = 5133.5 (0.0' A.G.L)
LIGHTHOUSE DETAIL
N.T.S
SURVEY DETAIL
SHEET LS-2
3 12/21/17 FINAL
C
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A
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D
P
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O
F
E
S
S
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N
A
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L
A
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S
U
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V
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O
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R
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A
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F
I
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38207
4 02/22/18 REVISION
5 02/28/18 REVISION
6 03/30/18 REVISION
7 10/03/18 REVISION
8 02/15/19 REVISION
9 02/18/18 REVISION
OWNER
RLF CONSULTING, LLC
1214 N. STADEM DR
TEMPE, AZ 85281
PHONE: 480.445.9189
SURVEYOR
NOT TO SCALE N
DENVER
CHIPPENDALE DR.
CHOKECHERRY TRAIL
BLACK & VETCH
SHAWN TURK
4600 S. SYRACUSE ST.
SUITE 800
DENVER, CO 80237
PHONE: 303.229.4681
SITE ACQUISITIONIST
VERIZON WIRELESS
RAM NANDIRAJU
3131 S. VAUGHN WAY
SUITE 550
AURORA, CO 80014
PHONE: 720.467.0443
RF ENGINEER
VERIZON WIRELESS
CONSTRUCTION ENGINEER
JASON SHELLEDY
3131 S. VAUGHN WAY
SUITE 550
AURORA CO, 80014
CELL: 970.646.1283
CLIENT
CSAi
CHARLES STECKLY, AIA
5935 S. ZANG STREET
SUITE 280
LITTLETON, CO 80127
CELL: 303.210.8972
OFFICE: 303.932.9974
ARCHITECT
EXIT 265
VERIZON WIRELESS LEASE AREA
LEGAL DESCRIPTION
A PARCEL OF LAND SITUATE IN THE NW 1/4 OF SECTION
3, TOWNSHIP 6 NORTH, RANGE 69 WEST OF THE 6TH
P.M., COUNTY OF LARIMER, STATE OF COLORADO, BEING
MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE NORTH 1/4 CORNER OF SAID
SECTION 3; COMMENCING AT ; THENCE SOUTH 00°05'31"
WEST, 60.00 FEET TO THE SOUTHERLY RIGHT OF WAY
LINE OF HARMONY ROAD; THENCE SOUTH 89°40'23"
WEST, 47.83 FEET ALONG SAID RIGHT OF WAY LINE;
THENCE SOUTH 21°00'00" EAST, 81.68 FEET; THENCE
SOUTH 00°00'00" EAST, 213.35 FEET; THENCE NORTH 90°
00'00" WEST, 75.45 FEET; THENCE NORTH 00°00'00" EAST,
8.00 FEET TO THE POINT OF BEGINNING;
THENCE NORTH 00°00'00" EAST, 16.50 FEET; THENCE
SOUTH 89°56'40" EAST, 16.50 FEET; THENCE SOUTH 00°
00'01" EAST, 16.48 FEET; THENCE NORTH 90°00'00" WEST,
16.50 FEET TO THE POINT OF BEGINNING.
HYBRID & COAX CABLES FIBER
BBU/RRH MW/FIBER EQ.
POWER/GROUNDING
OVP/ELEC. EQ.
GEN. CONST./UTILITY EASEMENT
ACCESS/UTILITY EASEMENT
EXISTING EASEMENT
LEASE AREA
ANTENNAS PENETRATIONS
PROJECT INFORMATION
5935 SOUTH ZANG STREET, SUITE 280
LITTLETON, COLORADO 80127
OFFICE: 303.932.9974
SITE NAME
CONSULTANT
VERIZON WIRELESS SERVICES
3131 S. VAUGHN WAY, SUITE 550
AURORA, CO 80014
1st REVIEW 2nd REVIEW
NOT FOR
CONSTRUCTION
SITE ADDRESS:
SITE NAME:
PROJECT NEW BUILD - ZONING DRAWINGS
T1.0
TITLE SHEET
FTC WESTBURY
KMS SGP
1621 WEST HARMONY ROAD
1621 WEST HARMONY ROAD FORT COLLINS, CO 80526
FORT COLLINS, CO 80526
FTC WESTBURY
A 11/27/17 CONCEPT IMR
B 12/11/17 ZD REVIEW SGP
C 01/29/18 LL COMMENTS IMR
D 05/14/18 CLIENT COMMENTS IMR
E 07/16/18 LL COMMENTS SGP
0 12/06/18 ZD ISSUE SGP
1 02/18/19 CITY COMMENTS SGP
SIGNATURES
OWNER'S CERIFICATION
THE UNDERSIGNED DOES/DO HEREBY CERTIFY THAT I/WE ARE
THE LAWFUL OWNERS OF REAL PREOPERTY DESCRIBED ON
THIS SITE PLAN AND DO HEREBY CERTIFY THAT I/WE ACCEPT
THE CONDITIONS AND RESTRICTIONS SET FORTH ON SAID SITE
PLAN.
OWNER DATE
NOTARY CERTIFICATE
STATE OF COLORADO ss)
COUNTY OF )
SUBSCRIBED and sworn to before this day of 20
by.
WITNESS my hand and official seal My comision expires:
Notary Public
DIRECTOR OF PLANNING
APPROVED BY THE DIRECTOR OF PLANNING OF THE CITY OF
FORT COLLINS COLORADO, THIS DAY OF A.D. 20
CDNS DIRECTOR