3019 wlmrt thornton 88th sc...3019 wlmrt thornton 88th sc 850 e. 88th ave. thornton, co 80229 of 7...
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3019 WLMRT THORNTON 88TH SC
850 E. 88TH AVE.
THORNTON, CO 80229
OF 7
SMALL CELL
ZONING DRAWINGS
TITLE SHEET
T-1
1
VERIZON PROJECT # 20161384411
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(E) 18' BLDG.
(E) 18' BLDG.
REBAR
REBAR
D/W
D/W
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60' R
/W
R/W
VA
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R/W
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61.51'
R/W
10' P.U.E.
20' TRANSPORTATION ESMT.
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(E) 24' BUILDING
N89° 51' 18"W
294.27'
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9 60' PUBLIC SERVICE CO. ESMT
1710' PUBLIC SVC CO.OF CO ESMT
168' PUBLIC SVC CO.OF CO ESMT
1610' PUBLIC SVC CO.OF CO ESMT
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168' PUBLIC SVC CO.OF CO ESMT
16 10' PUBLIC SVC CO.OF CO ESMT
LOT 1A, CITY VIEW HEIGHTS SUBDIVISION, FILING NO. 1, AMENDMENT NO. 2,
COUNTY OF ADAMS, STATE OF COLORADO.
LESSOR'S LEGAL DESCRIPTION
MAGNETIC
08° 24'
POSITION OF GEODETIC COORDINATES
LATITUDE 39° 51' 17.98" NORTH (NAD83)
LONGITUDE 104° 58' 30.42" WEST (NAD83)
ELEVATION @ GROUND= 5288' (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 06/07/16.
PROJECT META DATA
DECLINATION
EASEMENT AS GRANTED TO PUBLIC SERVICE COMPANY OF COLORADO
RECORDED MARCH 2, 1942 IN BOOK 277 AT PAGE 174.
NOTES AND EASEMENTS AS SHOWN ON THE PLAT OF CITY VIEW HEIGHTS
SUBDIVISION, FILING NO. 1, AMENDMENT NO. 1 RECORDED AUGUST 31, 2007
AT RECEPTION NO. 2007000083838.
EASEMENT AS GRANTED TO PUBLIC SERVICE COMPANY OF COLORADO IN
INSTRUMENT RECORDED APRIL 22, 2008 AT RECEPTION NO. 2008000031722.
EASEMENT AS GRANTED TO PUBLIC SERVICE COMPANY OF COLORADO IN
INSTRUMENT RECORDED APRIL 15, 2010 AT RECEPTION NO. 2010000024629.
TERMS, AGREEMENTS, PROVISIONS, CONDITIONS AND OBLIGATIONS AS
CONTAINED IN AGREEMENT FOR EASEMENTS RECORDED JANUARY 17, 2012
AT RECEPTION NO. 2012000003156.
ITEMS 1 THRU 8, 10, 11, 13 THRU 15, 19 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.
SCHEDULE B EXCEPTIONS
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. 08005C0025K DATED 12/17/10.
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
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88TH AVE.
84TH AVE.
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ESSEX DR.
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MONUMENT LINE
FOUND AS NOTED
BREAKLINE
HANDICAP
FIRE DEPT. CONNECTION
ELECTRIC CABINET
SANITARY SEWER MANHOLE
GAS METER
BRASS CAP IN HANDHOLE
SANITARY SEWER CLEANOUT
TELEPHONE EQUIPMENT
WATER METER
WATER VALVE
SCHEDULE B HEX
STORM MANHOLE
SIGN
RIGHT-OF-WAY LINE
ELECTRICAL TRANSFORMER
AIR CONDITIONING UNIT
TELEPHONE PEDESTAL
ELECTRICAL PULL BOX
CHAIN LINK FENCE
PROPERTY LINE
PROPERTY LINE (OTHER)
EASEMENT LINE
SPOT ELEVATION
D/W
TBC
R/W
PV
TOP BACK OF CURB
ACCESS DRIVEWAY
RIGHT OF WAY
ASPHALT
PRPT TOP OF PARAPET
SIDEWALKSW
TOP OF BUILDINGBLDG
CONCRETE MASONRY UNITCMU
CONCRETE CS
U/G ELECTRIC LINE
U/G GAS LINE
SANITARY SEWER LINE
WATER LINE
UGE UGE
GAS GAS
SS SS SS
W W W
POSITION OF GEODETIC COORDINATES
DECIDUOUS TREE
BUSH
FINISHED SURFACEFS
AC
E
ET
S
T
D
GM
LIGHT POST
WV
WM
P.U.E.PUBLIC UTILITY EASEMENT
VENT
V
38207
PRELIMINARY
FIRE HYDRANT
Y
2 OF 7
BOUNDARY DETAIL
LS-1
1. ALL TITLE INFORMATION IS BASED UPON A COMMITMENT FOR TITLE
INSURANCE PREPARED BY GREAT AMERICAN TITLE AGENCY, ORDER
NO.: 5509-2656112 EFFECTIVE DATE: 05/20/2016.
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.
SURVEYOR NOTES
9
12
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17
18
097-16-0007
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(E) 6' PRPT.
(E) 5' PRPT.
(E) 4' PRPT.
(E) 2' PRPT.
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(E) 24' BUILDING
LESSOR'S
PARCEL LINE
16
16
LOT 1A, CITY VIEW HEIGHTS SUBDIVISION, FILING NO. 1,
AMENDMENT NO. 2, COUNTY OF ADAMS, STATE OF COLORADO.
LESSOR'S LEGAL DESCRIPTION
MAGNETIC
08° 24'
POSITION OF GEODETIC COORDINATES
LATITUDE 39° 51' 17.98" NORTH (NAD83)
LONGITUDE 104° 58' 30.42" WEST (NAD83)
ELEVATION @ GROUND= 5288' (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 06/07/16.
PROJECT META DATA
DECLINATION
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. 08005C0025K DATED 12/17/10.
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
MONUMENT LINE
FOUND AS NOTED
BREAKLINE
HANDICAP
FIRE DEPT. CONNECTION
ELECTRIC CABINET
SANITARY SEWER MANHOLE
GAS METER
BRASS CAP IN HANDHOLE
SANITARY SEWER CLEANOUT
TELEPHONE EQUIPMENT
WATER METER
WATER VALVE
SCHEDULE B HEX
STORM MANHOLE
SIGN
RIGHT-OF-WAY LINE
ELECTRICAL TRANSFORMER
AIR CONDITIONING UNIT
TELEPHONE PEDESTAL
ELECTRICAL PULL BOX
CHAIN LINK FENCE
PROPERTY LINE
PROPERTY LINE (OTHER)
EASEMENT LINE
SPOT ELEVATION
D/W
TBC
R/W
PV
TOP BACK OF CURB
ACCESS DRIVEWAY
RIGHT OF WAY
ASPHALT
PRPT TOP OF PARAPET
SIDEWALKSW
TOP OF BUILDINGBLDG
CONCRETE MASONRY UNITCMU
CONCRETE CS
U/G ELECTRIC LINE
U/G GAS LINE
SANITARY SEWER LINE
WATER LINE
UGE UGE
GAS GAS
SS SS SS
W W W
POSITION OF GEODETIC COORDINATES
DECIDUOUS TREE
BUSH
FINISHED SURFACEFS
AC
E
ET
S
T
D
GM
LIGHT POST
WV
WM
P.U.E.PUBLIC UTILITY EASEMENT
VENT
V
FIRE HYDRANT
Y
38207
PRELIMINARY
3 OF 7
SURVEY DETAIL
LS-2
EASEMENT AS GRANTED TO PUBLIC SERVICE COMPANY OF COLORADO
RECORDED MARCH 2, 1942 IN BOOK 277 AT PAGE 174.
NOTES AND EASEMENTS AS SHOWN ON THE PLAT OF CITY VIEW HEIGHTS
SUBDIVISION, FILING NO. 1, AMENDMENT NO. 1 RECORDED AUGUST 31, 2007
AT RECEPTION NO. 2007000083838.
EASEMENT AS GRANTED TO PUBLIC SERVICE COMPANY OF COLORADO IN
INSTRUMENT RECORDED APRIL 22, 2008 AT RECEPTION NO. 2008000031722.
EASEMENT AS GRANTED TO PUBLIC SERVICE COMPANY OF COLORADO IN
INSTRUMENT RECORDED APRIL 15, 2010 AT RECEPTION NO. 2010000024629.
TERMS, AGREEMENTS, PROVISIONS, CONDITIONS AND OBLIGATIONS AS
CONTAINED IN AGREEMENT FOR EASEMENTS RECORDED JANUARY 17, 2012
AT RECEPTION NO. 2012000003156.
ITEMS 1 THRU 8, 10, 11, 13 THRU 15, 19 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.
SCHEDULE B EXCEPTIONS
9
12
16
17
18
1. ALL TITLE INFORMATION IS BASED UPON A COMMITMENT FOR TITLE
INSURANCE PREPARED BY GREAT AMERICAN TITLE AGENCY, ORDER
NO.: 5509-2656112 EFFECTIVE DATE: 05/20/2016.
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.
SURVEYOR NOTES
10' PUBLIC SVC CO OF CO ESMT
10' PUBLIC SVC CO OF CO ESMT
097-16-0007
S
S
SWM
D
WM
Know what'sbelow.Call before you dig.
GENERAL NOTES:
OF 7
1
Z-1
SITE PLANSCALE: 1"=50'-0"
SITE PLAN
Z-14
N
S
WV
WV
WV
WM
HS
1
Z-3
GENERAL NOTES:
OF 7
Know what's below.Call before you dig.
1
Z-2
EQUIPMENT PLANSCALE: 3/32"=1'-0"
EQUIPMENT PLAN &
ANTENNA LAYOUT
Z-25
A
SECTOR
CABLE TABLE
130°
AZIMUTH
±250'
LENGTH
1
NO. TYPE
HIBRIFLEX
LOW INDUCTANCE1-5/8"
SIZE
N
B 230° ±250' 1HIBRIFLEX
LOW INDUCTANCE1-5/8"
OF 7
Know what'sbelow.Call before you dig.
1
Z-3
ELEVATIONSCALE: 1/4"=1'-0"
ELEVATION
Z-3
6
OF 7
1
Z-4
CHARLES SMALL CELL CABINETN.T.S.
2
Z-4
PROPOSED ANTENNA DETAILN.T.S.
3
Z-4
OVP DETAILN.T.S.
Know what's below.Call before you dig.
CONSTRUCTION
DETAILS
Z-47
5
Z-4
CONCRETE FILLED BOLLARD DETAILN.T.S.
4
Z-4
RRH DETAILN.T.S.