HomeMy WebLinkAboutZ-6275-A Map 1-- T-
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- FND.
g4 REBAR
/ N.W.
CORNER
LOT
12, BLK 10
C.E.
GALLAGHERS
-ADDITION---
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(A I I __ FWF/�"
27th _STREET
FND. 1" CRIMPED PIPE
N.E. CORNER
LOT 12, BLK 10
C.E. GALLAGHERS
S 89'45'25" E ADDITION-,
138.92'
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#2711
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- FND. Q4 REBAR
N.W. CORNER
BLOCK 9
C.E. GALLAGHER'S
ADDITION --
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LOT 7, BLK. IO
C, E. GALLAGHER'S
ADDITION
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140.00 .00'
- P.P.
358 PHONE
RISER -a
#2717
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N 89'08'13" W
50.20'
FND. AXLE
S.W. CORNER
BLOCK 9
C.E. GALLAGHER'S
ADDITION
euitowc =57
89032'5_7" EPHONE LINE M�
48.28' -
v
SCALE: 1"=10'
WALL
NUMBER
DISTANCE
SITE DESCRIPTION:
GENERAL NOTES
THOSE PORTIONS OF LOTS 11 AND 10, BLOCK 10, C.E. GALLAGHER'S ADDITION TO THE CITY OF LITTLE ROCK,
LANDLORD'S
DESCRIPTION:
00'39'18"
LOTS 7, 8, 9, 10, 11,
COUNTY, ARKANSAS.
12, BLOCK 10 OF C.E. GALLAGHER'S
ADDITION TO THE CITY OF LITTLE ROCK, PULASKI
S
THENCE N 00'39'18" E 6.96 FEET; THENCE S 89'20'41" E 40.00 FEET; THENCE S 00'29'18" W 20.00 FEET;
E
euitowc =57
89032'5_7" EPHONE LINE M�
48.28' -
v
SCALE: 1"=10'
WALL
NUMBER
DISTANCE
SITE DESCRIPTION:
GENERAL NOTES
THOSE PORTIONS OF LOTS 11 AND 10, BLOCK 10, C.E. GALLAGHER'S ADDITION TO THE CITY OF LITTLE ROCK,
6.96'
PULASKI COUNTY, ARKANSAS, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE
00'39'18"
NORTHWEST CORNER OF LOT 12, BLOCK 10, THENCE S 00'00'00" W 97.91 FEET TO THE NORTH LINE OF
L2
SAID LOT 10; THENCE S 89'32'57" E 48.28 FEET ALONG SAID NORTH LINE TO THE POINT OF BEGINNING;
S
THENCE N 00'39'18" E 6.96 FEET; THENCE S 89'20'41" E 40.00 FEET; THENCE S 00'29'18" W 20.00 FEET;
E
THENCE N 89'20'42' W 40.00 FEET; THENCE N 00'39'18" E 13.04 FEET TO THE POINT OF BEGINNING,
6.82'
CONTAINING 0.02 ACRES (800 SQUARE FEET).
00'39'18"
ALSO AN EASEMENT FOR INGRESS/EGRESS AND UTILITY PURPOSES OVER, UNDER, AND ACROSS THE
L4
FOLLOWING DESCRIBED PROPERTY: BEGINNING AT THE SOUTHEAST CORNER OF THE ABOVE DESCRIBED
S
PROPERTY; THENCE S 00'39'18" W 11.91 FEET; THENCE S 64'55'22" E 21.71 FEET; THENCE S 89'20'42" E
W
31.74 FEET TO THE WEST RIGHT OF WAY LINE OF BOOKER STREET; THENCE S 00'12'27" E 49.47 FEET
11.91'
ALONG SAID WEST RIGHT OF WAY LINE; THENCE S 89'47'33" W 6.00 FEET; THENCE N 00'12'27' W 29.56
00439'18"
FEET; THENCE N 89'20'42" W 30.37 FEET; THENCE N 64'55'22" W 38.92 FEET; THENCE N 00'39'18" E
L6
24.80 FEET; THENCE S 89'20'42" E 20.00 FEET TO THE POINT OF BEGINNING.
S
euitowc =57
89032'5_7" EPHONE LINE M�
48.28' -
v
SCALE: 1"=10'
WALL
NUMBER
DISTANCE
DIRECTION
GENERAL NOTES
L1
6.96'
N
00'39'18"
E
L2
40.00'
S
89.20'41"
E
L3
6.82'
S
00'39'18"
W
L4
13.18'
S
00439'18"
W
L5
11.91'
S
00439'18"
W
L6
121.71'
S
64'55'22"
E
L7
31.74'
S
89'20'42"
E
L8
6.00'
S
89447'33"
W
L9
29.56'
N
00'12'27"
W
L10
30.37'
N
89' 20' 42"
W
L11
L12
38.92'
24.80'
N
N
64'55'22" W
00039'18" E
L13
20.00'
N
89620'42"
W
L14
13.04'
N
00'39'18"
E
L15
20.00'
N
89'20'42"
W
20 10 0
CALL
BEFORE
YOU DIG ......
1 -80_0-482-8998_
"ARKANSAS ONE CALL"
SITE COORDINATES: ROOSEVELT SITE LTR007C
DATUM: NAD -83
CENTER OF SITE 34043'33.93535" NORTH LATITUDE
92'18'28.04305" WEST LONGITUDE
357.94' NGVD 1929
DATUM: NAD -83
NORTHWEST CORNER OF SITE 34'43'34.04665" NORTH LATITUDE
92018'28.27456" WEST LONGITUDE
357.60' NGVD 1929
DATUM: NAD -83
NORTHEAST CORNER OF SITE 34443'34.02147" NORTH LATITUDE
92'18'27.79630" WEST LONGITUDE
357.62' NGVD 1929
DATUM: NAD 83
SOUTHEAST CORNER OF SITE 34'43'33.82405" NORTH LATITUDE
92'18'27.81155" WEST LONGITUDE'
35&.00' NGVD 1929
DATUM: NAD -83
SOUTHWEST CORNER OF SITE 34'43'33.84924" NORTH LATITUDE
92' 1 8'28.28981 " WEST LONGITUDE
357.96' NGVD 1929
AS TAKEN FROM GPS OBSERVATIONS
ON JULY 13, 1998
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).
op,au u U un, 44h .
STATE OF
ARKANSAS
128
SIGN
4
fft1jAm 1191.`2Q
""n,iinuupa.P
13P'lv7FY )PLAT
OF:
ITE (LTR007C)
HOPE ENGINEERS, Inc.
406 W. South Street
Benton, Arkansas 72015
JNE (501) 315-0786 FAX (501) 315-0700
FOR USE AND BENEFIT OF:
TELECORP, PCS, Inc.
FACTUAL SURVEY
LEGEND ROOSEVELT SITE (LTR007C)
*-Computed point 2700 BOOKER ST.
• -Found iron pin LITTLE ROCK, ARKANSAS
O - Set p5 RB /Pias. Cap
G -Set y5 Rh/Alum. Cap DATE: JULY 15, 1998 C.A.D. BY: M.M. REVISED: .
(D)) -Deeded
(1[)-A[easured SCALE: 1"=20' DRAWING NIJNRER 98-446 SHEET 1 OF 1
(P -Platted
4 z 75b
GENERAL NOTES
VICINITY MAP (LTR007C)
ROOSEVELT SITE
2.
ALL UNDERGROUND UTILITIES MAY NOT HAVE BEEN SHOWN, ABOVE GROUND
FEATURES HAVE BEEN LOCATED AND SHOWN. UNDERGROUND UTILITY LINE
c4)e
3.
=a
4.
COORDINATES AND ELEVATIONS BASED ON PAGIS MON. "2016-A"
70
M
RATE MAP, COMMUNITY PANEL #050181-0012E; DATED NOVEMBER 3, 1993. THE
3. WATER ............................LITTLE
Z J
LOCATED WITHIN THE 100 YEAR FLOOD PLANE.
67
Fo j
(501) 372-5161
4. SEWER ...........................LITTLE
ROCK WASTEWATER UTTY
+-
J 0
1'
LITTLE ROCK, ARKANSAS 722,
(501) 376-2903
a
_=z
' x
�
a
a
WRIGHT AVE
o
r
'Nt
I
rSN�,B
LAWN
CEM.
N.T.S.
LEGEND
SITE
BARTON COLISUEM
2. ARK. ST. FAIRGROUNDS
t 3. PULASKI COUNTY
.WxJAIL
4. ARK. STATE CAPITOL
0
SITE DIRECTIONS
ON INTERSTATE 30
EAST, TAKE THE W. ROOSEVELT
EXIT.
GO UNDER OVERPASS AND
TURN LEFT (WEST)
ONTO W. ROOSEVELT RD.. GO APPDX.
2.3 MILES TO BOOKER
STREET. TURN RIGHT
(NORTH) ONTO BOOKER STREET
AND
GO APPROX. 150 FEET
TO DRIVE ON LEFT
(WEST) SIDE OF ROAD. SITE IS
JUST
WEST OF DRIVE
(ENTRANCE).
20 10 0
CALL
BEFORE
YOU DIG ......
1 -80_0-482-8998_
"ARKANSAS ONE CALL"
SITE COORDINATES: ROOSEVELT SITE LTR007C
DATUM: NAD -83
CENTER OF SITE 34043'33.93535" NORTH LATITUDE
92'18'28.04305" WEST LONGITUDE
357.94' NGVD 1929
DATUM: NAD -83
NORTHWEST CORNER OF SITE 34'43'34.04665" NORTH LATITUDE
92018'28.27456" WEST LONGITUDE
357.60' NGVD 1929
DATUM: NAD -83
NORTHEAST CORNER OF SITE 34443'34.02147" NORTH LATITUDE
92'18'27.79630" WEST LONGITUDE
357.62' NGVD 1929
DATUM: NAD 83
SOUTHEAST CORNER OF SITE 34'43'33.82405" NORTH LATITUDE
92'18'27.81155" WEST LONGITUDE'
35&.00' NGVD 1929
DATUM: NAD -83
SOUTHWEST CORNER OF SITE 34'43'33.84924" NORTH LATITUDE
92' 1 8'28.28981 " WEST LONGITUDE
357.96' NGVD 1929
AS TAKEN FROM GPS OBSERVATIONS
ON JULY 13, 1998
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).
op,au u U un, 44h .
STATE OF
ARKANSAS
128
SIGN
4
fft1jAm 1191.`2Q
""n,iinuupa.P
13P'lv7FY )PLAT
OF:
ITE (LTR007C)
HOPE ENGINEERS, Inc.
406 W. South Street
Benton, Arkansas 72015
JNE (501) 315-0786 FAX (501) 315-0700
FOR USE AND BENEFIT OF:
TELECORP, PCS, Inc.
FACTUAL SURVEY
LEGEND ROOSEVELT SITE (LTR007C)
*-Computed point 2700 BOOKER ST.
• -Found iron pin LITTLE ROCK, ARKANSAS
O - Set p5 RB /Pias. Cap
G -Set y5 Rh/Alum. Cap DATE: JULY 15, 1998 C.A.D. BY: M.M. REVISED: .
(D)) -Deeded
(1[)-A[easured SCALE: 1"=20' DRAWING NIJNRER 98-446 SHEET 1 OF 1
(P -Platted
4 z 75b
GENERAL NOTES
1.
BEARINGS SHOWN ARE BASED ON THE ASSUMPTION THE WEST '_t NE Or I.OT 12,
BLOCK 10, C.E. GALLAGHER'S ADDITION BEING 5 00'00'00" W
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 $5 REBAR AT ALL CORNERS UNLESS NOTED OTHERWISE.
4.
COORDINATES AND ELEVATIONS BASED ON PAGIS MON. "2016-A"
5.
ACCORDING TO FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD INSURANCE
RATE MAP, COMMUNITY PANEL #050181-0012E; DATED NOVEMBER 3, 1993. THE
3. WATER ............................LITTLE
PROPERTY DEPICTED ON THIS SURVEY IS LOCATED IN ZONE "X" AND NOT
LOCATED WITHIN THE 100 YEAR FLOOD PLANE.
LITTLE ROCK, ARKANSAS 7221
20 10 0
CALL
BEFORE
YOU DIG ......
1 -80_0-482-8998_
"ARKANSAS ONE CALL"
SITE COORDINATES: ROOSEVELT SITE LTR007C
DATUM: NAD -83
CENTER OF SITE 34043'33.93535" NORTH LATITUDE
92'18'28.04305" WEST LONGITUDE
357.94' NGVD 1929
DATUM: NAD -83
NORTHWEST CORNER OF SITE 34'43'34.04665" NORTH LATITUDE
92018'28.27456" WEST LONGITUDE
357.60' NGVD 1929
DATUM: NAD -83
NORTHEAST CORNER OF SITE 34443'34.02147" NORTH LATITUDE
92'18'27.79630" WEST LONGITUDE
357.62' NGVD 1929
DATUM: NAD 83
SOUTHEAST CORNER OF SITE 34'43'33.82405" NORTH LATITUDE
92'18'27.81155" WEST LONGITUDE'
35&.00' NGVD 1929
DATUM: NAD -83
SOUTHWEST CORNER OF SITE 34'43'33.84924" NORTH LATITUDE
92' 1 8'28.28981 " WEST LONGITUDE
357.96' NGVD 1929
AS TAKEN FROM GPS OBSERVATIONS
ON JULY 13, 1998
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).
op,au u U un, 44h .
STATE OF
ARKANSAS
128
SIGN
4
fft1jAm 1191.`2Q
""n,iinuupa.P
13P'lv7FY )PLAT
OF:
ITE (LTR007C)
HOPE ENGINEERS, Inc.
406 W. South Street
Benton, Arkansas 72015
JNE (501) 315-0786 FAX (501) 315-0700
FOR USE AND BENEFIT OF:
TELECORP, PCS, Inc.
FACTUAL SURVEY
LEGEND ROOSEVELT SITE (LTR007C)
*-Computed point 2700 BOOKER ST.
• -Found iron pin LITTLE ROCK, ARKANSAS
O - Set p5 RB /Pias. Cap
G -Set y5 Rh/Alum. Cap DATE: JULY 15, 1998 C.A.D. BY: M.M. REVISED: .
(D)) -Deeded
(1[)-A[easured SCALE: 1"=20' DRAWING NIJNRER 98-446 SHEET 1 OF 1
(P -Platted
4 z 75b
SERVICES LIST:
1. TELEPHONE ...........................SOUTHWESTERN
BELL TELEPHNE
#1 SHACKLEFORD
LITTLE ROCK, ARKANSAS
1-800-270-3850
2. ELECTRIC ............................ARKANSAS
POWER & LIGHT
900 S. LOUISIANA
LITTLE ROCK, ARKANSAS
(501) 372-3900
3. WATER ............................LITTLE
ROCK MUNICIPAL WATE WORKS
221 E. CAPITOL
LITTLE ROCK, ARKANSAS 7221
(501) 372-5161
4. SEWER ...........................LITTLE
ROCK WASTEWATER UTTY
221 E. CAPITOL
LITTLE ROCK, ARKANSAS 722,
(501) 376-2903
20 10 0
CALL
BEFORE
YOU DIG ......
1 -80_0-482-8998_
"ARKANSAS ONE CALL"
SITE COORDINATES: ROOSEVELT SITE LTR007C
DATUM: NAD -83
CENTER OF SITE 34043'33.93535" NORTH LATITUDE
92'18'28.04305" WEST LONGITUDE
357.94' NGVD 1929
DATUM: NAD -83
NORTHWEST CORNER OF SITE 34'43'34.04665" NORTH LATITUDE
92018'28.27456" WEST LONGITUDE
357.60' NGVD 1929
DATUM: NAD -83
NORTHEAST CORNER OF SITE 34443'34.02147" NORTH LATITUDE
92'18'27.79630" WEST LONGITUDE
357.62' NGVD 1929
DATUM: NAD 83
SOUTHEAST CORNER OF SITE 34'43'33.82405" NORTH LATITUDE
92'18'27.81155" WEST LONGITUDE'
35&.00' NGVD 1929
DATUM: NAD -83
SOUTHWEST CORNER OF SITE 34'43'33.84924" NORTH LATITUDE
92' 1 8'28.28981 " WEST LONGITUDE
357.96' NGVD 1929
AS TAKEN FROM GPS OBSERVATIONS
ON JULY 13, 1998
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).
op,au u U un, 44h .
STATE OF
ARKANSAS
128
SIGN
4
fft1jAm 1191.`2Q
""n,iinuupa.P
13P'lv7FY )PLAT
OF:
ITE (LTR007C)
HOPE ENGINEERS, Inc.
406 W. South Street
Benton, Arkansas 72015
JNE (501) 315-0786 FAX (501) 315-0700
FOR USE AND BENEFIT OF:
TELECORP, PCS, Inc.
FACTUAL SURVEY
LEGEND ROOSEVELT SITE (LTR007C)
*-Computed point 2700 BOOKER ST.
• -Found iron pin LITTLE ROCK, ARKANSAS
O - Set p5 RB /Pias. Cap
G -Set y5 Rh/Alum. Cap DATE: JULY 15, 1998 C.A.D. BY: M.M. REVISED: .
(D)) -Deeded
(1[)-A[easured SCALE: 1"=20' DRAWING NIJNRER 98-446 SHEET 1 OF 1
(P -Platted
4 z 75b