HomeMy WebLinkAboutZ-4478-E Map 4-- FND, #3
REBAR
x---- S 84°56'42" E
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W/ CAP, RLS #1023
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I x -215' a -(N) 125' HIGH
MONOPOLE
X LOT 493 \ o
FOR 6-FV901602
+ ANTENNAS
`--FND. #4 REBAR (N) CONCRETE PAD --
x W/ CAP +
RLS #534 PROPOSED --
j 20'x30" \ +
X LEASE AREA
(N) INGRESS,,
w S/EGRESEASEMENT
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CU I - --__ _ — _ �IL ��- ITL70 7 L 5 1
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_j Q _j 127'- 10"
v 171'-9n ----- -' J
z - - - --- ----- - - _ TO PROPERTY_ LINE - TO PROPERTY LINE -
f- — N-_85°08'05" W
O \ \ \ L2 \ 124,36�'-
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(N) 10' U T I L I T Y I ��r""�nir /+C-CFSS
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M.H. \ J'\
WATER\
VALVE vWNM3
LOT 500 1
X
/ J
NTENNA- \\\ \\ \\ "
-4,
X /',OZ �� (E) 12' WOOD \\ \\
Oti x� O ANT. POLE \ \
--(E) S,P,P,
(E) 11.9'x11.0'-\ 1
-(E) S.P,P. �i �ti VAULT l I I
�OHE/ �� -(E 12' INGRESS/ 0 I
/ �' EGRESS EASEMENT (E) VALVE II
N 5°19'23 W
_(E) FND. #5 REBAR oy
W/ CAP, RLS #1023 F 330' (D) 325.15— M� -� ��_
\ <9 `------ ONE
(
L10 - - - - -/
E) GATE
----
0*
QNE---------------------
SECTOR A -(E) POWER LINE
- (E) METER LOOP
POLE
(E) POWER POLE/W
TRANS, #SA280259
L14
12 _ -- r-
I
wl
00
O ( )
CD
I
LANDLORD'S DESCRIPTIONI
Lots 493 and 500, Dairy Fara Addition, City of Little Rock, Pulaski County, Arkansas,
SITE DESCRIPTION:
Those portion of Lots 493 and 500, Dairy Farm Addition, City of Little Rock, Pulaski County,
Arkansas, more particularly described as follows Commencing at the Southeast Corner of said
Lot 500, thence N 01°00'24° E 130,65 feet to the North Line of said Lot 500; thence N 85°08'05'
W 124,36 feet along said North line to the Point of Beginning; thence S 04°51'55' W 10.00 feet;
thence N 85°08'05' W 30.00 feet; thence N 04'51'55' E 20,00 feet; thence S 85°08'05" E 30.00
feet; thence S 04°51'55' W 10.00 feet to the Point of Beginning, containing 600 square feet,
ALSO an easement for ingress and egress purposes, said easement being 12 feet wide, lying 6
feet on each side of the following described centerlines Commencing at the Southeast Corner
of said Lot 500, thence N 01'00'24' E 130.65 feet to the North Line of said Lot 500; thence N
85008'05' W 124,36 feet along said North line; hence S 04'51'55' W 10.00 feet; thence N 85°08'05'
W 30.00 feet; thence N 04°51'55' E 20.00 feet; thence N 85°08'05" W 6,00 feet to the Point of
I Beginning; thence S 04°51'55' W 23,54 feet to the centerline of a drive and a curve to the
right, the radius point of said curve being S 66°27'43' W 57,74 feet; thence Southwesterly
along said curve 67.62 feet; thence S 52'01'02" W 65.65 feet to a curve to the left, the
radius point of said curve being S 52'57'44" E 12.65 feet; thence Southwesterly along said
curve 18,29 feet to the centerline of a drive; continue thence along said centerline of dirve
the following bearings and distances thence S 64'32'48' E 17.31 feet; thence S 85'05'12' E
69.72 feet; thence S 86°31'10' E 63,56 feet; thence N 79°36'53' E 39.48 feet; thence N 76°09'18'
E 16.21 feet; thence N 85°08'17' E 15.93 feet; thence S 86°09'38' E 119,40 feet; thence S
86003116' E 104,05 feet; thence N 82°56'29' E 24,66 feet; thence N 59°55'47' E 14.72 feet;
thence N 43'11'17' E 54.69 feet to the centerline of Saddle Hill Drive and Point of Termination
of said easement.
ALSO an easement for utiltity purposes, said easement being 10 feet wide, lying 5 feet on each
side of the following described centerline: Commencing at the Southeast Corner of said Lot
500, thence N 01°00'24' E 130.65 feet to the North Line of said Lot 500; thence N 85°08'05' W
124.36 feet along said North line; hence S 04°51'55' W 10.00 feet; thence N 85°08'05' W 23.28
feet to the Point of Beginning; thence S 37°01'05" E 114,25 feet; thence S 02°33'09' E 26.65
feet to the Point of Termination of said easement.
ITE COORDINATES: MORRISON ROAD SITE (LTR016B)-ti
_ DRIVE_ _ L15
----------- -
------ i-
FND. 'X' CONC.
0 `-(E) S.P.P. 12' INGRESS/EGRESS EASEMENT --
120' 120'
SECTOR C SECTOR B
240' 120'
120'
ANTENNA ORIENTATION
NOT TO SCALE
NOTES:
m
(E) PHONE
RISER
#13619
----(E) POWER POLE W/
SITE PLANTRANS. #257-18-415-15-7
1
SCALE: 1"=20'-0" A-1
1. TYPE AND SIZES OF THE ANTENNA CABLES ARE BASED ON ESTIMATED LENGTH.
PRIOR TO ORDERING CABLE, CONTRACTOR TO VERIFY ACTUAL LENGTH BASED ON
CONSTRUCTION LAYOUT AND NOTIFY ENGINEER IF ACTUAL LENGTH EXCEEDS
ESTIMATED LENGTHS.
2. AS -BUILT DRAWINGS TO BE COMPLETED BY FIELD ENGINEER WITH ACTUAL LENGTHS.
3. AZIMUTHS ARE ORIENTED CLOCKWISE FROM TRUE NORTH.
FfA
iCH❑RD BEARING RADUIS ARC '
CHORD DIST,
DATUM:
NAD -83
NORTHWEST CORNER ❑F SITE
34'46105.70366"
C
182°50'28" - _JS
NORTH LATITUDE
.16,74
92°25141,58069"
1 5/8"
125'-0"
WEST LONGITUDE
155'-0"
RX
0'
760,31' NGVD 1929
10
6'-0"
A2
CD
1 5/8"
125'-0"
0'
155'-0"
DATUM:
NAD -83
q
3-4*"105,67523"
C)
B1
NORTH LATITUDE
1 5/8"
v
25
07
WEST LONGITUDE
3'
BW
1/2"C
753.93' NGVD 1929
B2
FV901602
1 5/8"
DATUM:
0i
L14
12 _ -- r-
I
wl
00
O ( )
CD
I
LANDLORD'S DESCRIPTIONI
Lots 493 and 500, Dairy Fara Addition, City of Little Rock, Pulaski County, Arkansas,
SITE DESCRIPTION:
Those portion of Lots 493 and 500, Dairy Farm Addition, City of Little Rock, Pulaski County,
Arkansas, more particularly described as follows Commencing at the Southeast Corner of said
Lot 500, thence N 01°00'24° E 130,65 feet to the North Line of said Lot 500; thence N 85°08'05'
W 124,36 feet along said North line to the Point of Beginning; thence S 04°51'55' W 10.00 feet;
thence N 85°08'05' W 30.00 feet; thence N 04'51'55' E 20,00 feet; thence S 85°08'05" E 30.00
feet; thence S 04°51'55' W 10.00 feet to the Point of Beginning, containing 600 square feet,
ALSO an easement for ingress and egress purposes, said easement being 12 feet wide, lying 6
feet on each side of the following described centerlines Commencing at the Southeast Corner
of said Lot 500, thence N 01'00'24' E 130.65 feet to the North Line of said Lot 500; thence N
85008'05' W 124,36 feet along said North line; hence S 04'51'55' W 10.00 feet; thence N 85°08'05'
W 30.00 feet; thence N 04°51'55' E 20.00 feet; thence N 85°08'05" W 6,00 feet to the Point of
I Beginning; thence S 04°51'55' W 23,54 feet to the centerline of a drive and a curve to the
right, the radius point of said curve being S 66°27'43' W 57,74 feet; thence Southwesterly
along said curve 67.62 feet; thence S 52'01'02" W 65.65 feet to a curve to the left, the
radius point of said curve being S 52'57'44" E 12.65 feet; thence Southwesterly along said
curve 18,29 feet to the centerline of a drive; continue thence along said centerline of dirve
the following bearings and distances thence S 64'32'48' E 17.31 feet; thence S 85'05'12' E
69.72 feet; thence S 86°31'10' E 63,56 feet; thence N 79°36'53' E 39.48 feet; thence N 76°09'18'
E 16.21 feet; thence N 85°08'17' E 15.93 feet; thence S 86°09'38' E 119,40 feet; thence S
86003116' E 104,05 feet; thence N 82°56'29' E 24,66 feet; thence N 59°55'47' E 14.72 feet;
thence N 43'11'17' E 54.69 feet to the centerline of Saddle Hill Drive and Point of Termination
of said easement.
ALSO an easement for utiltity purposes, said easement being 10 feet wide, lying 5 feet on each
side of the following described centerline: Commencing at the Southeast Corner of said Lot
500, thence N 01°00'24' E 130.65 feet to the North Line of said Lot 500; thence N 85°08'05' W
124.36 feet along said North line; hence S 04°51'55' W 10.00 feet; thence N 85°08'05' W 23.28
feet to the Point of Beginning; thence S 37°01'05" E 114,25 feet; thence S 02°33'09' E 26.65
feet to the Point of Termination of said easement.
ITE COORDINATES: MORRISON ROAD SITE (LTR016B)-ti
_ DRIVE_ _ L15
----------- -
------ i-
FND. 'X' CONC.
0 `-(E) S.P.P. 12' INGRESS/EGRESS EASEMENT --
120' 120'
SECTOR C SECTOR B
240' 120'
120'
ANTENNA ORIENTATION
NOT TO SCALE
NOTES:
m
(E) PHONE
RISER
#13619
----(E) POWER POLE W/
SITE PLANTRANS. #257-18-415-15-7
1
SCALE: 1"=20'-0" A-1
1. TYPE AND SIZES OF THE ANTENNA CABLES ARE BASED ON ESTIMATED LENGTH.
PRIOR TO ORDERING CABLE, CONTRACTOR TO VERIFY ACTUAL LENGTH BASED ON
CONSTRUCTION LAYOUT AND NOTIFY ENGINEER IF ACTUAL LENGTH EXCEEDS
ESTIMATED LENGTHS.
2. AS -BUILT DRAWINGS TO BE COMPLETED BY FIELD ENGINEER WITH ACTUAL LENGTHS.
3. AZIMUTHS ARE ORIENTED CLOCKWISE FROM TRUE NORTH.
FfA
92 25 41.60362 WEST LONGITUDE
761,22' NGVD 1929
Ii —
GENERAL NOTES
1. BEARINGS SHOWN ARE BASED ON GPS OBSERVATIONS PREFORMED
DECEMBER 7, 1998.
2, ALL UNDERGROUND UTILITIES MAY NOT HAVE BEEN SHOWN, ABOVE GROUND
FEATURES HAVE BEEN LOCATED AND SHOWN. UNDERGROUND UTILITY LINE
WHICH HAVE BEEN FLAGGED BY THEIR RESPECTIVE OWNERS HAVE BEEN SHOWN,
3. SET 45 REBAR AT ALL CORNERS UNLESS NOTED OTHERWISE.
4. COORDINATES AND ELEVATIONS BASED ON PAGIS MON, '2053'.
5, ACCORDING TO FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD INSURANCE
RATE MAP, COMMUNITY PANEL #050181-0005E; DATED NOVEMBER 3, 1993, THE
PROPERTY DEPICTED ON THIS SURVEY IS LOCATED IN ZONE 'X' AND NOT
LOCATED WITHIN THE 100 YEAR FLOOD PLANE.
NUMBER:,D
iCH❑RD BEARING RADUIS ARC '
CHORD DIST,
DATUM:
NAD -83
NORTHWEST CORNER ❑F SITE
34'46105.70366"
C
182°50'28" - _JS
NORTH LATITUDE
.16,74
92°25141,58069"
1 5/8"
125'-0"
WEST LONGITUDE
155'-0"
RX
0'
760,31' NGVD 1929
1/2"o
6'-0"
A2
FV901602
1 5/8"
125'-0"
0'
155'-0"
DATUM:
NAD -83
NORTHEAST CORNER OF SITE
3-4*"105,67523"
6'-0"
B1
NORTH LATITUDE
1 5/8"
92
25
41.2329.
WEST LONGITUDE
3'
BW
1/2"C
753.93' NGVD 1929
B2
FV901602
1 5/8"
DATUM:
NAD -83
155'-0"
34046'05,47738"
3'
BBY
NORTH LATITUDE
SOUTHEAST CORNER OF SITE
92
25
41,24390
WEST LONGITUDE
240'
155'-0"
RX
758.44' NGVD 1929
GW
1/2"0
6'-0"
DATUM:
NAD -83
SOUTHWEST CORNER OF SITE
34°46'05.50576"
o
240'
"
NORTH LATITUDE
92 25 41.60362 WEST LONGITUDE
761,22' NGVD 1929
Ii —
GENERAL NOTES
1. BEARINGS SHOWN ARE BASED ON GPS OBSERVATIONS PREFORMED
DECEMBER 7, 1998.
2, ALL UNDERGROUND UTILITIES MAY NOT HAVE BEEN SHOWN, ABOVE GROUND
FEATURES HAVE BEEN LOCATED AND SHOWN. UNDERGROUND UTILITY LINE
WHICH HAVE BEEN FLAGGED BY THEIR RESPECTIVE OWNERS HAVE BEEN SHOWN,
3. SET 45 REBAR AT ALL CORNERS UNLESS NOTED OTHERWISE.
4. COORDINATES AND ELEVATIONS BASED ON PAGIS MON, '2053'.
5, ACCORDING TO FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD INSURANCE
RATE MAP, COMMUNITY PANEL #050181-0005E; DATED NOVEMBER 3, 1993, THE
PROPERTY DEPICTED ON THIS SURVEY IS LOCATED IN ZONE 'X' AND NOT
LOCATED WITHIN THE 100 YEAR FLOOD PLANE.
NUMBER:,D
iCH❑RD BEARING RADUIS ARC '
CHORD DIST,
C1
1167°06'21"
N 10'00'53" E 57,74 1167,62
63.82
C
182°50'28" - _JS
O4'22'581/ E 1 118,29
.16,74
SECTOR ANTENNA TYPE
COAX
SIZE
RAD
CENTER
AZIMUTH
EST. CAB.
LENGTH
RX/TX
DOWN TILT
DEGREES
COLOR
CODE
JUMPER
SIZE
JUMPER
LENGTH
Al
FV901602
1 5/8"
125'-0"
0'
155'-0"
RX
0'
RW
1/2"o
6'-0"
A2
FV901602
1 5/8"
125'-0"
0'
155'-0"
TX
0•
RRY
1/2"0
6'-0"
B1
FV901602
1 5/8"
125'-0"
120'
155'-0"
RX
3'
BW
1/2"C
6'-0"
B2
FV901602
1 5/8"
125'-0"
120'
155'-0"
TX
3'
BBY
1/2"0
6'-0"
C1
FV901602
1 5/8"
125'-0"
240'
155'-0"
RX
3'
GW
1/2"0
6'-0"
C2
FV901602
1 5/8"
125'-0"
240'
155'-0"
TX
3'
GGY
1/2"0
6'-0"
NUMBER
IDIRECTI❑N
DESCRIPTION
DISTANCE
L1
S
04'51'55"
W
10.00'
L2
N
85008'05"
W
23.28'
11 L3
N
85°08'05"
W
6.72'
L4 _
L5
N
S
04'51155"
85'08'05"
E
E
20.00'
30,00'
L6
S
04051'55"
W
10.00'
L7
N
85908'05"
W
6.00'
L8
S
04'51'55"
W
23.54'
L9
S
64'32148"
E
17,31'
L10
1_I1
S
S
85°05'12"
86`31'10"
E
E
69.72'
63.56'
L12
N
79'36'53"
E
39.48'
16.21'
L13
N 76'0918" E
L14
N
85°08'17"
E
15,93'
L15
S
86°09'38"
E
119,40_'
1
TELECORP
REALTY, LLC
900 S. SHACKLEFORD
SUITE 600
LITTLE ROCK, AR 72211
OFFICE- (501) 312-2455
&Al
GEM ENGINEERING COMPANY
10970 Stanaliff
Houston, Texas 77099-4206
Phone 281 561-9225
Fax 281 561-9399
PROJECT NO- LTRO188
DRAWN BY- GVS
CHECKED BY- TA/HM
SUBMITTALS
DATE
DESCRIPTION
REV.
01-27-99'
CONSTRUCTION FINAL
i
b'1 Arm O
W
7,�No. 8796
SCALE$
0 1/2 1 2
1 I I 1
GRAPHIC SCALE IN INCHES
LTRO16B
MORRISON RD.
TANK #16
13602 MORRISON RD.
LITTLE ROCK
ARKANSAS 72212
SHEET TITLE
SITE PLAN
SHEET NUMBER
A=1
SHEET 2 OF 8 SHEETS