HomeMy WebLinkAboutZ-4478-E Map 6NUMBER DIRECTION
DISTANCE
L1
S 04'51'55" W
10.00'
L2
N 85'08'05" W
23.28'
L3
N 85'08'05" W
6.72'
L4
N 04'51'55" E
20.00'
L5
S 85'08'05" E
30.00'
L6
5 04'51'55" W
10.00'
L7
N 85'08'05" W
6.00'
L8
IS 04'51'55" W
23.54'
L9
S 64'32'48" E
17.31'
L10
S 85'05'12" E
69.72'
LII
S 86'31'10" E
63.56'
L12
N 79'36'53" E
39.48'
L13
N 76'09'18" E
16.21'
L14
N 85'08'17" E
15.93'
L15
S 86'09'38" E
119.40'
L16
S 86'03'16" E
104.05'
L17
N 82'56'29" E
24.66'
LIS
N 59'55'47" E
14.72'
L19
N 43'11'17" E
54.69'
L20
S 02'33'09" E
26.65'
NUMBER
D
CHORD BEARING
I RADUIS '
ARC
CHORD DIST. '
C1
67.06'21"
N 10'00'53" E
157.74
167.62
153.82
C2
82'50'26"
S 04.22.58" E
112.65
118.29
116.74
2.5'� 1
X X X'- -X_ -� - - S 84'56'42" E
CALL
BEFORE
YOU Div ......
1-800-482-8998
"ARKANSAS 'ONE CALL"
` - - - - !D)-323.08' (M)
Y - - -
0
FND. #4 REBAR
W/ CAP 1
RLS #534
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5-19'23" - I TRANS. /SA280259
N /
330 (D) 325.15' - _/--- ---_-_ J 12' INGRESS/EGRESS EASEMENT
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------
S.P.P.
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--__ ___FND. #3 REBAR
S.P.P.
PHONE ■ 1$/ /
RISER
/13619 57%61 O
P.P.
TRANS. /257-18-41,-15-7
�FNo. 1/2" ROD
VICINITY MAP
GENERAL NOTES
1.
BEARINGS SHOWN ARE BASED ON GPS OBSERVATIONS PREFORMED
Lots 493 and 500, Dalry
DECEMBER 7, 1998.
2.
ALL UNDERGROUND UTILITIES MAY NOT HAVE BEEN SHOWN, ABOVE GROUND
thence N
FEATURES HAVE BEEN LOCATED AND SHOWN. UNDERGROUND UTILITY LINE
2. ELECTRIC ............................ARKANSAS
WHICH HAVE BEEN FLAGGED BY THEIR RESPECTIVE OWNERS HAVE BEEN SHOWN.
3.
SET #5 REBAR AT ALL CORNERS UNLESS NOTED OTHERWISE.
4.
COORDINATES AND ELEVATIONS BASED ON PAGIS MON. "2053".
5.
ACCORDING TO FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD INSURANCE
3. WATER ............................LITTLE
RATE MAP, COMMUNITY PANEL #050181-0005E; DATED NOVEMBER 3, 1993. THE
E 20.00 feet; thence N 85'08'05" W 6.00 feet to the Point of Beginning; thence S 04'51'55" W
PROPERTY DEPICTED ON THIS SURVEY IS LOCATED IN ZONE X" AND NOT
to the centerline of a drive and a curve to the right, the radius point of said curve being S
LOCATED WITHIN THE 100 YEAR FLOOD PLANE.
W 57.74 feet; thence Southwesterly along said curve 67.62 feet; thence S 52'01'02" W 65.65
(501) 372-5161
X X X'- -X_ -� - - S 84'56'42" E
CALL
BEFORE
YOU Div ......
1-800-482-8998
"ARKANSAS 'ONE CALL"
` - - - - !D)-323.08' (M)
Y - - -
0
FND. #4 REBAR
W/ CAP 1
RLS #534
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WATER TANK
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330 (D) 325.15' - _/--- ---_-_ J 12' INGRESS/EGRESS EASEMENT
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------
S.P.P.
i
--__ ___FND. #3 REBAR
S.P.P.
PHONE ■ 1$/ /
RISER
/13619 57%61 O
P.P.
TRANS. /257-18-41,-15-7
�FNo. 1/2" ROD
VICINITY MAP
SERVICES LIST:
1. TELEPHONE ...........................SOUTHWESTERN
BELL TELEPHONE
Lots 493 and 500, Dalry
#1 SHACKLEFORD
Little Rock, Pulaski County, Arkansas.
LITTLE ROCK, ARKANSAS
thence N
1-800-270-3850
2. ELECTRIC ............................ARKANSAS
POWER & LIGHT
ALSO an
900 S. LOUISIANA
each side
LITTLE ROCK, ARKANSAS
thence N
(501) 372-3900
3. WATER ............................LITTLE
ROCK MUNICIPAL WATER WORKS
E 20.00 feet; thence N 85'08'05" W 6.00 feet to the Point of Beginning; thence S 04'51'55" W
221 E. CAPITOL
to the centerline of a drive and a curve to the right, the radius point of said curve being S
LITTLE ROCK, ARKANSAS 72202
W 57.74 feet; thence Southwesterly along said curve 67.62 feet; thence S 52'01'02" W 65.65
(501) 372-5161
4. SEWER ...........................LITTLE
ROCK WASTEWATER UTILITY
along said curve 18.29 feet to the centerline of a drive; continue thence along said
221 E. CAPITOL
of dirve the following bearings and distances: thence S 64'32'48" E 17.31 feet; thence S
LITTLE ROCK, ARKANSAS 72202
E 69.72 feet; thence S 86'31'10" E 63.56 feet; thence N 79'36'53" E 39.48 feet; thence N
(501) 376-2903
E 16.21 feet; thence N 85'08'17" E 15.93 feet; thence S 86'09'38" E 119.40 feet; thence S
86'03'16"
X X X'- -X_ -� - - S 84'56'42" E
CALL
BEFORE
YOU Div ......
1-800-482-8998
"ARKANSAS 'ONE CALL"
` - - - - !D)-323.08' (M)
Y - - -
0
FND. #4 REBAR
W/ CAP 1
RLS #534
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M
O M
N �p
rn NI
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I L2 J I - - _ - 124.36'
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WATER TANK
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VAULT METER LOOP ^ I O
/ 1 POLEWATER
S VALVE I
5-19'23" - I TRANS. /SA280259
N /
330 (D) 325.15' - _/--- ---_-_ J 12' INGRESS/EGRESS EASEMENT
\ M __%F __
�PowF4 �\\ 9 L70 ( ) PT3V �``--//-- ti" �- - =�L -�3 -L74 ____r�DRIvL___ 0 - --------
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_ L71 :FND. "X" CONC. ' - - _ - - Lt6, L19
------
S.P.P.
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--__ ___FND. #3 REBAR
S.P.P.
PHONE ■ 1$/ /
RISER
/13619 57%61 O
P.P.
TRANS. /257-18-41,-15-7
�FNo. 1/2" ROD
SITE COORDINATES: MORRISON ROAD SITE LTR016B
DATUM: NAD -83
CENTER OF PROPOSED TOWER 34°46'05.59546" NORTH LATITUDE
92°25'41.41232" WEST LONGITUDE
759.60' NGVD 1929
DATUM: NAD -83
NORTHWEST CORNER OF SITE 34°46'05.70366" NORTH LATITUDE
92'25'41.58069" WEST LONGITUDE
760.31' NGVD 1929
DATUM: NAD -83
NORTHEAST CORNER OF SITE 34°46'05.67523" NORTH LATITUDE
92'25'41.23295" WEST LONGITUDE
753.93' NGVD 1929
DATUM: NAD -8,3
SOl1THFAST CORNER OF SITE 34'46'05.47738" NORTH- LATITJDE
92'25'41.24390" WFST I.ONrITUDE
758.44' NGVD 1929
DATUM: NAD -83
SOUTHWEST CORNER OF SITE 34°46'05.50576" NORTH LATITUDE
92'25'41.60362" WEST LONGITUDE
761.22' NGVD 1929
1 HEREBY CERTIFY TO TELECORP, PCS, Inc., THAT THE LATITUDE, LONGITUDE,
AND ELEVATIONS SHOWN HEREON WERE DETERMINED FROM AN ACTUAL
SURVEY PERFORMED ON THE GROUND BY ME OR BY OTHERS
UNDER MY DIRECT SUPERVISION AND THAT THE SAME ARE WITHIN THE
FOLLOWING F.C.C. "2-C" TOLERANCES: HORIZONTAL- PLUS OR MINUS
50 FEET; VERTICAL- PLUS OR MINUS 20 FEET.
NOTE:
LATITUDE AND LONGITUDE ARE BASED ON THE NORTH AMERICAN DATUM
OF 1983 (NAD 83).
ELEVATIONS ARE BASED ON THE NATIONAL GEODETIC VERTICAL DATUM
OF 1929 (NGVD 1929).
,,`4sGIST
E�Ij'°,
STATE OF
ARKANSAS
128 _
SIGN
! 4
C� ttI9M w.�°
LA�� o' ,
""g l l 1111111,111 \"`O
,*URVEY PLAT
OF:
MORRISON ROAD SITE (LTR01613)
HOPE ENGINEERS, Inc.
406 W. South Street
Benton, Arkansas 72015
(501) 315-0786 FAX (501) 315-0700
FOR USE AND BENEFIT OF:
TELECORP, PCS, Inc.
FACTUAL SURVEY
LEGEND MORRISON ROAD SITE (LTRO1613)
30 15 0 30SADDLE HILL DRIVE
A -Computed point LITTLE ROCK, ARKANSAS ��� le
•-Fol.md iron pin
(D -Set. #5 RB/Plas. Cap
0 -Set. #5 Rb/Num. Cap DATE: DEC. 10, 1998 C.A.D. BY: M.M. REVISED: 12-29-98
RD) -Deeded SCALE: 1"=30' DRAWING NUMBER: 98-769 SHEET 1 OF 1
M)-ME;asured
P) -Platted
/ tEW COPV ` Noor RE A%O VIS
VICINITY MAP
SITE DESCRIPTION:
LANDLORD'S
DESCRIPTION:
Lots 493 and 500, Dalry
Farm Addition, City of
Little Rock, Pulaski County, Arkansas.
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
SITE COORDINATES: MORRISON ROAD SITE LTR016B
DATUM: NAD -83
CENTER OF PROPOSED TOWER 34°46'05.59546" NORTH LATITUDE
92°25'41.41232" WEST LONGITUDE
759.60' NGVD 1929
DATUM: NAD -83
NORTHWEST CORNER OF SITE 34°46'05.70366" NORTH LATITUDE
92'25'41.58069" WEST LONGITUDE
760.31' NGVD 1929
DATUM: NAD -83
NORTHEAST CORNER OF SITE 34°46'05.67523" NORTH LATITUDE
92'25'41.23295" WEST LONGITUDE
753.93' NGVD 1929
DATUM: NAD -8,3
SOl1THFAST CORNER OF SITE 34'46'05.47738" NORTH- LATITJDE
92'25'41.24390" WFST I.ONrITUDE
758.44' NGVD 1929
DATUM: NAD -83
SOUTHWEST CORNER OF SITE 34°46'05.50576" NORTH LATITUDE
92'25'41.60362" WEST LONGITUDE
761.22' NGVD 1929
1 HEREBY CERTIFY TO TELECORP, PCS, Inc., THAT THE LATITUDE, LONGITUDE,
AND ELEVATIONS SHOWN HEREON WERE DETERMINED FROM AN ACTUAL
SURVEY PERFORMED ON THE GROUND BY ME OR BY OTHERS
UNDER MY DIRECT SUPERVISION AND THAT THE SAME ARE WITHIN THE
FOLLOWING F.C.C. "2-C" TOLERANCES: HORIZONTAL- PLUS OR MINUS
50 FEET; VERTICAL- PLUS OR MINUS 20 FEET.
NOTE:
LATITUDE AND LONGITUDE ARE BASED ON THE NORTH AMERICAN DATUM
OF 1983 (NAD 83).
ELEVATIONS ARE BASED ON THE NATIONAL GEODETIC VERTICAL DATUM
OF 1929 (NGVD 1929).
,,`4sGIST
E�Ij'°,
STATE OF
ARKANSAS
128 _
SIGN
! 4
C� ttI9M w.�°
LA�� o' ,
""g l l 1111111,111 \"`O
,*URVEY PLAT
OF:
MORRISON ROAD SITE (LTR01613)
HOPE ENGINEERS, Inc.
406 W. South Street
Benton, Arkansas 72015
(501) 315-0786 FAX (501) 315-0700
FOR USE AND BENEFIT OF:
TELECORP, PCS, Inc.
FACTUAL SURVEY
LEGEND MORRISON ROAD SITE (LTRO1613)
30 15 0 30SADDLE HILL DRIVE
A -Computed point LITTLE ROCK, ARKANSAS ��� le
•-Fol.md iron pin
(D -Set. #5 RB/Plas. Cap
0 -Set. #5 Rb/Num. Cap DATE: DEC. 10, 1998 C.A.D. BY: M.M. REVISED: 12-29-98
RD) -Deeded SCALE: 1"=30' DRAWING NUMBER: 98-769 SHEET 1 OF 1
M)-ME;asured
P) -Platted
/ tEW COPV ` Noor RE A%O VIS
VICINITY MAP
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 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 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 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
86'03'16"
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 sold easement.
SITE COORDINATES: MORRISON ROAD SITE LTR016B
DATUM: NAD -83
CENTER OF PROPOSED TOWER 34°46'05.59546" NORTH LATITUDE
92°25'41.41232" WEST LONGITUDE
759.60' NGVD 1929
DATUM: NAD -83
NORTHWEST CORNER OF SITE 34°46'05.70366" NORTH LATITUDE
92'25'41.58069" WEST LONGITUDE
760.31' NGVD 1929
DATUM: NAD -83
NORTHEAST CORNER OF SITE 34°46'05.67523" NORTH LATITUDE
92'25'41.23295" WEST LONGITUDE
753.93' NGVD 1929
DATUM: NAD -8,3
SOl1THFAST CORNER OF SITE 34'46'05.47738" NORTH- LATITJDE
92'25'41.24390" WFST I.ONrITUDE
758.44' NGVD 1929
DATUM: NAD -83
SOUTHWEST CORNER OF SITE 34°46'05.50576" NORTH LATITUDE
92'25'41.60362" WEST LONGITUDE
761.22' NGVD 1929
1 HEREBY CERTIFY TO TELECORP, PCS, Inc., THAT THE LATITUDE, LONGITUDE,
AND ELEVATIONS SHOWN HEREON WERE DETERMINED FROM AN ACTUAL
SURVEY PERFORMED ON THE GROUND BY ME OR BY OTHERS
UNDER MY DIRECT SUPERVISION AND THAT THE SAME ARE WITHIN THE
FOLLOWING F.C.C. "2-C" TOLERANCES: HORIZONTAL- PLUS OR MINUS
50 FEET; VERTICAL- PLUS OR MINUS 20 FEET.
NOTE:
LATITUDE AND LONGITUDE ARE BASED ON THE NORTH AMERICAN DATUM
OF 1983 (NAD 83).
ELEVATIONS ARE BASED ON THE NATIONAL GEODETIC VERTICAL DATUM
OF 1929 (NGVD 1929).
,,`4sGIST
E�Ij'°,
STATE OF
ARKANSAS
128 _
SIGN
! 4
C� ttI9M w.�°
LA�� o' ,
""g l l 1111111,111 \"`O
,*URVEY PLAT
OF:
MORRISON ROAD SITE (LTR01613)
HOPE ENGINEERS, Inc.
406 W. South Street
Benton, Arkansas 72015
(501) 315-0786 FAX (501) 315-0700
FOR USE AND BENEFIT OF:
TELECORP, PCS, Inc.
FACTUAL SURVEY
LEGEND MORRISON ROAD SITE (LTRO1613)
30 15 0 30SADDLE HILL DRIVE
A -Computed point LITTLE ROCK, ARKANSAS ��� le
•-Fol.md iron pin
(D -Set. #5 RB/Plas. Cap
0 -Set. #5 Rb/Num. Cap DATE: DEC. 10, 1998 C.A.D. BY: M.M. REVISED: 12-29-98
RD) -Deeded SCALE: 1"=30' DRAWING NUMBER: 98-769 SHEET 1 OF 1
M)-ME;asured
P) -Platted
/ tEW COPV ` Noor RE A%O VIS
VICINITY MAP
(LTRO16B) MORRISON ROAD SITE
\ CANTREEE RDARKANSAS
RNER
\HjNS0H
4°,
'PO
a'�
Q�
P�
5
PLEASANT VALLEY CA
NTRF2C
DRIVE
0
(HtyY
i 430
z
a
a
_W
BECKENHAM
0
DRIVE
I T E
HINSON
R0.
9/ sqo
o
Ro
� A
OZW 0 q
�y44,
M 5 W
J Q
_ Y
x
SITE DIRECTIONS
GOING NORTH ON INTERSTATE 430, TAKE THE RODNEY PARHAM EXIT. TURN LEFT AND
GO ACROSS OVERPASS. CONTINUE ON RODNEY PARHAM APPROXATELY 0.8 MILES TO
HINSON ROAD. TURN LEFT ONTO
HINSON ROAD AND GO APPROXIMATELY 1.1 MILES TO
BECKENHAM DRIVE. TURN LEFT ONTO BECKENHAM DRIVE AND GO APPROX 1/2 BLOCK
TO HILLSBOROUGH LANE. TURN
LEFT ONTO HILLSBOROUGH LANE AND GO APPROX. 0.3
MILES TO SADDLE HILL DRIVE. TURN
LEFT ONTO SADDLE HILL ROAD AND GO APPROX.
0.2 MILE TO A DRIVE ON LEFT
SIDE OF ROAD. SITE IS AT END OF DRIVE.
SITE COORDINATES: MORRISON ROAD SITE LTR016B
DATUM: NAD -83
CENTER OF PROPOSED TOWER 34°46'05.59546" NORTH LATITUDE
92°25'41.41232" WEST LONGITUDE
759.60' NGVD 1929
DATUM: NAD -83
NORTHWEST CORNER OF SITE 34°46'05.70366" NORTH LATITUDE
92'25'41.58069" WEST LONGITUDE
760.31' NGVD 1929
DATUM: NAD -83
NORTHEAST CORNER OF SITE 34°46'05.67523" NORTH LATITUDE
92'25'41.23295" WEST LONGITUDE
753.93' NGVD 1929
DATUM: NAD -8,3
SOl1THFAST CORNER OF SITE 34'46'05.47738" NORTH- LATITJDE
92'25'41.24390" WFST I.ONrITUDE
758.44' NGVD 1929
DATUM: NAD -83
SOUTHWEST CORNER OF SITE 34°46'05.50576" NORTH LATITUDE
92'25'41.60362" WEST LONGITUDE
761.22' NGVD 1929
1 HEREBY CERTIFY TO TELECORP, PCS, Inc., THAT THE LATITUDE, LONGITUDE,
AND ELEVATIONS SHOWN HEREON WERE DETERMINED FROM AN ACTUAL
SURVEY PERFORMED ON THE GROUND BY ME OR BY OTHERS
UNDER MY DIRECT SUPERVISION AND THAT THE SAME ARE WITHIN THE
FOLLOWING F.C.C. "2-C" TOLERANCES: HORIZONTAL- PLUS OR MINUS
50 FEET; VERTICAL- PLUS OR MINUS 20 FEET.
NOTE:
LATITUDE AND LONGITUDE ARE BASED ON THE NORTH AMERICAN DATUM
OF 1983 (NAD 83).
ELEVATIONS ARE BASED ON THE NATIONAL GEODETIC VERTICAL DATUM
OF 1929 (NGVD 1929).
,,`4sGIST
E�Ij'°,
STATE OF
ARKANSAS
128 _
SIGN
! 4
C� ttI9M w.�°
LA�� o' ,
""g l l 1111111,111 \"`O
,*URVEY PLAT
OF:
MORRISON ROAD SITE (LTR01613)
HOPE ENGINEERS, Inc.
406 W. South Street
Benton, Arkansas 72015
(501) 315-0786 FAX (501) 315-0700
FOR USE AND BENEFIT OF:
TELECORP, PCS, Inc.
FACTUAL SURVEY
LEGEND MORRISON ROAD SITE (LTRO1613)
30 15 0 30SADDLE HILL DRIVE
A -Computed point LITTLE ROCK, ARKANSAS ��� le
•-Fol.md iron pin
(D -Set. #5 RB/Plas. Cap
0 -Set. #5 Rb/Num. Cap DATE: DEC. 10, 1998 C.A.D. BY: M.M. REVISED: 12-29-98
RD) -Deeded SCALE: 1"=30' DRAWING NUMBER: 98-769 SHEET 1 OF 1
M)-ME;asured
P) -Platted
/ tEW COPV ` Noor RE A%O VIS