HomeMy WebLinkAboutZ-4215-C Map 2_ � T-FOIRCHE DAy`PD(E _ -
T____ -_-
I FND FIND N 89'30'11" E
BEFORE /4 REBAR 05 REBAR 280.57, (M)
YOU DIG ......=- = • - - - - -r I -r - - - - -
1-800-482-8998 11 I
"ARKANSAS ONE CALL"
I I I
I I
/ yQ
hr
r/ I
1-2 '
NUMBER
DIRECTION
CHORD BEARING
DISTANCE
L1
S
85'09'01"
E
9.84'
L2
N
04'50'59"
E
17.00'
L3
S
85'09'01"
E
12.00'
L4
S
04'50'59"
W
17.00'
L5
N
85'09'01"
W
12.00'
L6
S
00'33'40"
W
2.00'
L7
S
89'26'21"
E
45.22'
L8
N
82'24'53"
E
_!
61.81'
L9
N
07'07'00"
W
48.97'
L10
N
00'14'36"
E
281.60'_
L11
N
89'31'09"
E
12.00'_'
L12
S
00'14'36"
W
281.75'
L13
S
07'07'00"
E
48.97'
L14
IS
82'24'53"
W
61.81'
L15
N
89'26'21"
W
45.22' -'
L16
N
89'26'21"
W
12.00'
L17
N
00'33'40"
E
14.00'
L18
S
89'26'21"
E
12.00'
L19
S
89'26'20"
E
11.14'
NUMBER
DELTA
CHORD BEARING
RADIUS
ARC
CH_ORDI
C1
55'00'17"
S
61'56'21"
E
56.00
53.76
WHICH HAVE BEEN FLAGGED BY THEIR RESPECTIVE OWNERS HAVE BEEN SHOWN.
51.72
SET M5 REBAR AT ALL CORNERS UNLESS NOTED OTHERWISE.
C2
54'59'40"
S
61'56'21"
E
44.00
42.23
40.63
-02
1
C3
C4
C5
08'08'45"
89'31'50"
07'21'38"
N
N
N
86429'16"
37438'56;'__-E_4_4
03426'12"
E
W
345.08
-OO
394.70
49.06
68.75
50.70
SET
V/
i-9
61.97
50.67
1
C6
07'21'38"
89'31'46"
S
S
03'26'12"
37'38'56"
E
W
382.70
56.00
49.16
87.50
49.13
78.87
ALSO
C8
08'08'49"
S
86'29'16"
W
357.08
50.77
W
50.73
'
EC7
C9
55'00'17"
N
61'56'21"
W
56.00
53.76
1
51.72
O O
C10
54'59'40"
N
61'56'21"
W
44.00
42.23
140.63
CRKSET
I �
I I I
I I
I I
I I I
I I I
I I
III
12' INGRESS/EGRESS
& UTIUTY EASEMENT
III
I I I
I I
I ' I
' I I
I I
I II
I I
I �I
I II
I I
I II
I I
I I
I II
I II
I I
I II
I
I
I I
/ II II
I / i III
I I
7142 -TOWER TO BOUNDARY I I I
I
o a I T 1 LEASE TO BOUNDARY
FND
/5 REBAR
TOWER TO BOUNDARY
TOWER TO BOUNDARY /
---_----- _
(BASIS OFBEARING)
-- N 6926'21" W
435.00' (D)
434.12' (M)
SERVICES LIST:
1. TELEPHONE ...........................SOUTHWESTERN BELL TELEPHONE
J1 SHACKLEFORD
LITTLE ROCK, ARKANSAS
1-800-270-3850
2. ELECTRIC ................ ............ ENTERGY
900 S. LOUISIANA
LITTLE ROCK, ARKANSAS
(501) 372-3900
40 20 0 40
f -l7,
I
-��#5 ROAR
N 00'33'40• E /
22.34' (D)
N 00'29'44,
W
M) FND
E4 REBAR
SE CORNER
LAT 9
LP. COLEMAN'S
SUBDIVISION
SCALE: 1"=10'
FIND
SITE DESCRIPTION:
GENERAL NOTES
1.
BEARINGS SHOWN ARE BASED ON THE ASSUMPTION THE SOUTH LINE OF
LANDLORD'S PROPERTY BEING N 89'26'21" W.
2.
ALL UNDERGROUND UTILITIES MAY NOT HAVE BEEN SHOWN, ABOVE GROUND
a
FEATURES HAVE BEEN LOCATED AND SHOWN. UNDERGROUND UTILITY LINE
/
WHICH HAVE BEEN FLAGGED BY THEIR RESPECTIVE OWNERS HAVE BEEN SHOWN.
3.
SET M5 REBAR AT ALL CORNERS UNLESS NOTED OTHERWISE.
4.
COORDINATES AND ELEVATIONS BASED ON PAGIS MON. "1001'.
5.
ACCORDING TO FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD INSURANCE
12.00 FEET TO THE POINT OF BEGINNING, CONTAINING 204 SQ. FT..
RATE MAP, COMMUNITY PANEL /050181-0013 E; DATED NOVEMBER 3, 1993.
METER
THE PROPERTY DEPICTED ON THIS SURVEY IS LOCATED IN ZONE 'X" AND NOT
LOCATED WITHIN THE 100 YEAR FLOOD PLANE
AN EASEMENT FOR INGRESS/EGRESS AND UTILITY PURPOSES. SAID EASEMENT BEING 10 FEET WIDE,
- --
SERVICES LIST:
1. TELEPHONE ...........................SOUTHWESTERN BELL TELEPHONE
J1 SHACKLEFORD
LITTLE ROCK, ARKANSAS
1-800-270-3850
2. ELECTRIC ................ ............ ENTERGY
900 S. LOUISIANA
LITTLE ROCK, ARKANSAS
(501) 372-3900
40 20 0 40
f -l7,
I
-��#5 ROAR
N 00'33'40• E /
22.34' (D)
N 00'29'44,
W
M) FND
E4 REBAR
SE CORNER
LAT 9
LP. COLEMAN'S
SUBDIVISION
SCALE: 1"=10'
FIND
/4 REBAR�
• L� '4m 8512.0'09'
SET
/ CAPLR
I
I �
CONC.
PAD
15 .9' EQUIP. TO BOUNDARY
TOP OF TOWER - 150.0'
Ir- -
EXISTING
STEEL
TOWER MONOPOLE
EXISTING POWER
POLE - 30'+ -
EXISTING ICE
BRIDGE - 9.5'
EXISTING PROPOSED
NEXTEL EQUIP - 6.8'
SHELTER - 10.8'
GRADE LEVEL
FENCE
EQUIP. TO BOUNDARY
SHEJT R
NGDITEL's
SE
10' INGRESS/EGRESS
h UTILITY EASEMENT
O PP FIND
j04
REBAR
_ • L6
PROPOSED I L18 •`
CRICKET ` - -
H -FRAME EXISTING P.0 B.
L19 INGRESS/EGRESS (EASE. B)
• EASEMENT
O.B. :;
EASE A.) I EQUIP. TO BPUHDARY
-4 410.5�
L16
)7EXISTING I
PROPOSED ICE
BRIDGE - 9.5'
EXISTING ICE
BRIEGE - 9.5'
/ EXISTING ALLTEL
- SHELTER - 10.5'
EXISTING CHAIN
LINK FENCE - 6'
i
ALLTEL'S
LEASE
FND
4 REBAR
FIND
SITE DESCRIPTION:
/4 REBAR
9
N
C
a
4.s
/
O
/
TLa:NC:E S 85'09"1" E P..34 FEET TO THE POINT OF ar-iwu;4^j THENCE I: 04'�0'SS" c 17. C FELT;
THENCE S 85'09'01" E 12.00 FEET; THENCE S 04'50'59" W 17.00 FEET; (HENCE N 85'09'01" W
u
12.00 FEET TO THE POINT OF BEGINNING, CONTAINING 204 SQ. FT..
METER
ALSO
AN EASEMENT FOR INGRESS/EGRESS AND UTILITY PURPOSES. SAID EASEMENT BEING 10 FEET WIDE,
o
LYING 5 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: COMMENCE AT SE CORNER
n
I{{S
RE` /
SET
V/
REBAR SET
GP I�/
S
'FIND
/4
00617'02" E 183.73 FEET; THENCE S 85.09'01" E 21.84 FEET; THENCE N 04'50'59" E 12.00 FEET TO
I 85'09'01,
THE POINT OF BEGINNING; THENCE S 89'26'20" E 11.14 FEET TO THE POINT OF TERMINATION OF SAID
E
ALSO
1
AN EASEMENT FOR INGRESS/EGRESS AND UTILITY PURPOSES. SAID EASEMENT BEING MORE
PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE SE CORNER OF LOT 9, THENCE N
PROPDSED
W
SPP
'
CRICKET
I
z
,
EQUIPMENT
hC-)
NO
1
O O
A CHORD 'BEARING S 61"56'21" E 51.72 FEET TO A CURVE TO THE NORTHEAST HAVING A RADIUS OF
� n
'
PROPOSED
I
CRKSET
ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 08008'46" AND A CHORD BEARING OF N
I ICE BRIDGE
Z
m
to
FIND
/4 REBAR�
• L� '4m 8512.0'09'
SET
/ CAPLR
I
I �
CONC.
PAD
15 .9' EQUIP. TO BOUNDARY
TOP OF TOWER - 150.0'
Ir- -
EXISTING
STEEL
TOWER MONOPOLE
EXISTING POWER
POLE - 30'+ -
EXISTING ICE
BRIDGE - 9.5'
EXISTING PROPOSED
NEXTEL EQUIP - 6.8'
SHELTER - 10.8'
GRADE LEVEL
FENCE
EQUIP. TO BOUNDARY
SHEJT R
NGDITEL's
SE
10' INGRESS/EGRESS
h UTILITY EASEMENT
O PP FIND
j04
REBAR
_ • L6
PROPOSED I L18 •`
CRICKET ` - -
H -FRAME EXISTING P.0 B.
L19 INGRESS/EGRESS (EASE. B)
• EASEMENT
O.B. :;
EASE A.) I EQUIP. TO BPUHDARY
-4 410.5�
L16
)7EXISTING I
PROPOSED ICE
BRIDGE - 9.5'
EXISTING ICE
BRIEGE - 9.5'
/ EXISTING ALLTEL
- SHELTER - 10.5'
EXISTING CHAIN
LINK FENCE - 6'
i
ALLTEL'S
LEASE
FND
4 REBAR
TOWER ELEVATION
FACING EAST SCALE: 1"=20'
VICINITY MAP (LIT -010) AIRPORT-ALLTEL SITE
KELLETT RD ..
Is s
ARKANSAS RIVE
CAIDERARA RD
ROSE MEADOW LN
E ROOSEVELT RD
a15
HIS . N� Lx
E PORT DR
SITE
I
SITE DIRECTIONS
GOING EAST ON 1-440 IN LITTLE ROCK, TAKE EXIT #5. TURN LEFT ONTO FOURCHE
PIKE AND TRAVEL .9 MILE TO THE ENTRANCE TO ROUTH WRECKER ON THE LEFT SIE
OF FOURCHE DAM PIKE. THIS SUBJECT SITE IS LOCATED ON THE ROUTH WRECKER
PROPERTY.
SITE DESCRIPTION:
LANDLORD'S
9
N
C
a
o elS�yS
O
TLa:NC:E S 85'09"1" E P..34 FEET TO THE POINT OF ar-iwu;4^j THENCE I: 04'�0'SS" c 17. C FELT;
THENCE S 85'09'01" E 12.00 FEET; THENCE S 04'50'59" W 17.00 FEET; (HENCE N 85'09'01" W
u
12.00 FEET TO THE POINT OF BEGINNING, CONTAINING 204 SQ. FT..
ALSO
AN EASEMENT FOR INGRESS/EGRESS AND UTILITY PURPOSES. SAID EASEMENT BEING 10 FEET WIDE,
o
LYING 5 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: COMMENCE AT SE CORNER
n
OF SAID LOT 9, THENCE N 00'29'44" W 22.45 FEET; THENCE N 89'26'21" W 434.12 FEET; THENCE N
00617'02" E 183.73 FEET; THENCE S 85.09'01" E 21.84 FEET; THENCE N 04'50'59" E 12.00 FEET TO
THE POINT OF BEGINNING; THENCE S 89'26'20" E 11.14 FEET TO THE POINT OF TERMINATION OF SAID
TOWER ELEVATION
FACING EAST SCALE: 1"=20'
VICINITY MAP (LIT -010) AIRPORT-ALLTEL SITE
KELLETT RD ..
Is s
ARKANSAS RIVE
CAIDERARA RD
ROSE MEADOW LN
E ROOSEVELT RD
a15
HIS . N� Lx
E PORT DR
SITE
I
SITE DIRECTIONS
GOING EAST ON 1-440 IN LITTLE ROCK, TAKE EXIT #5. TURN LEFT ONTO FOURCHE
PIKE AND TRAVEL .9 MILE TO THE ENTRANCE TO ROUTH WRECKER ON THE LEFT SIE
OF FOURCHE DAM PIKE. THIS SUBJECT SITE IS LOCATED ON THE ROUTH WRECKER
PROPERTY.
LEGEND
-Computed point
• -Found iron pin
E) -Set #5 Rb/Plan. Cap
O -Set #5 Rb/Alum. Cap
(D) -Deeded
(M)- Measured
(P) -Platted
ZONING DRAWIN(
OF:
AIRPORT-ALLTEL SITE (LIT -0
°P� HOPE ENGINEERS,
203 Lillian Street
446
Tw' Benton, Arkansas 72015
(501) 315-0786 FAX (501) 311f
FOR USE AND BENEFIT OF:
CRICKET COMMUNICATIONS, IN,
FACTUAL SURVEY
AIRPORT-ALLTEL SITE (LIT -010;
6405 FOURCHE DAM PIKE
LITTLE ROCK, ARKANSAS
DATE: APRIL 25, 2001 1 C.A.D. HY: J. WEST REVISED:5
SCALE: 1"=40' DRAWING NUI[BER:01-277zd SHEET
SITE DESCRIPTION:
LANDLORD'S
DESCRIPTION:
PART OF LOT 9, L.P.
SECTION 16, T -1-N,
COLEMAN'S SUBDIVISION, ALSO BEING PART OF THE FRACTIONAL NW 1/4 OF
R -11-W, IN THE CITY OF LITTLE ROCK, PULASKI COUNTY, ARKANSAS.
MORE PARTICULARLY DESCRIBED CENTERLINE: COMMENCE AT SE CORNER OF SAID LOT 9, THENCE N
LEGEND
-Computed point
• -Found iron pin
E) -Set #5 Rb/Plan. Cap
O -Set #5 Rb/Alum. Cap
(D) -Deeded
(M)- Measured
(P) -Platted
ZONING DRAWIN(
OF:
AIRPORT-ALLTEL SITE (LIT -0
°P� HOPE ENGINEERS,
203 Lillian Street
446
Tw' Benton, Arkansas 72015
(501) 315-0786 FAX (501) 311f
FOR USE AND BENEFIT OF:
CRICKET COMMUNICATIONS, IN,
FACTUAL SURVEY
AIRPORT-ALLTEL SITE (LIT -010;
6405 FOURCHE DAM PIKE
LITTLE ROCK, ARKANSAS
DATE: APRIL 25, 2001 1 C.A.D. HY: J. WEST REVISED:5
SCALE: 1"=40' DRAWING NUI[BER:01-277zd SHEET
SITE DESCRIPTION:
PART OF LOT 9, L.P. COLEMAN'S SUBDIVISION, ALSO BEING PART OF THE FRACTIONAL NW 1/4 OF
SECTION 16, T -1-N, R -11-W, IN THE CITY OF LITTLE ROCK, PULASKI COUNTY, ARKANSAS, BEING
MORE PARTICULARLY DESCRIBED CENTERLINE: COMMENCE AT SE CORNER OF SAID LOT 9, THENCE N
00'29'44" W 22.45 FEET; THENCE N 89'26'21" W 434.12 FEET; THENCE F' 00'17'02" E 183.73 FEET;
TLa:NC:E S 85'09"1" E P..34 FEET TO THE POINT OF ar-iwu;4^j THENCE I: 04'�0'SS" c 17. C FELT;
THENCE S 85'09'01" E 12.00 FEET; THENCE S 04'50'59" W 17.00 FEET; (HENCE N 85'09'01" W
12.00 FEET TO THE POINT OF BEGINNING, CONTAINING 204 SQ. FT..
ALSO
AN EASEMENT FOR INGRESS/EGRESS AND UTILITY PURPOSES. SAID EASEMENT BEING 10 FEET WIDE,
LYING 5 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: COMMENCE AT SE CORNER
OF SAID LOT 9, THENCE N 00'29'44" W 22.45 FEET; THENCE N 89'26'21" W 434.12 FEET; THENCE N
00617'02" E 183.73 FEET; THENCE S 85.09'01" E 21.84 FEET; THENCE N 04'50'59" E 12.00 FEET TO
THE POINT OF BEGINNING; THENCE S 89'26'20" E 11.14 FEET TO THE POINT OF TERMINATION OF SAID
EASEMENT.
ALSO
AN EASEMENT FOR INGRESS/EGRESS AND UTILITY PURPOSES. SAID EASEMENT BEING MORE
PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE SE CORNER OF LOT 9, THENCE N
00'33'40" E 22.34 FEET; THENCE N 89'26'21" W 435.00 FEET; THENCE N 00'33'40" E 200.27 FEET;
THENCE S 89026'21" E 45.89 FEET; THENCE S 00'33'40" W 2.00 FEET TC THE POINT OF BEGINNING
AND THE POINT OF CURVATURE OF A CURVE TO THE SOUTHWEST HAVING A RADIUS OF 56.0 FEET;
THENCE SOUTHWESTERLY 53.76 FEET ALONG SAID CURVE THROUGH A CENTRAL ANGLE 55'00'00" AND
A CHORD 'BEARING S 61"56'21" E 51.72 FEET TO A CURVE TO THE NORTHEAST HAVING A RADIUS OF
44.0 'FEET; THENCE SOUTHEASTERLY 42.24 FEET ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
55'00'00" AND A CHORD BEARING S 61'56'21" E 40.63 FEET; THENCE S 139.26'21" E 45.22 FEET TO
A CURVE TO THE NORTHWEST HAVING A RADIUS OF 345.08 FEET; THENCE NORTHEASTERLY 49.06 FEET
ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 08008'46" AND A CHORD BEARING OF N
86'29'16" E 49.02 FEET; THENCE N 82'24'53" E 61.81 FEET TO A CURVE TO THE NORTHWEST
HAVING A RADIUS OF 44.0 FEET; THENCE NORTHEASTERLY 68.76 FEET ALONG SAID CURVE THROUGH A
CENTRAL ANGLE OF 89'31'53" AND A CHORD BEARING N 37'38'56" E 61.97 FEET; THENCE N
07'07'00" W 48.97 FEET TO A CURVE TO THE NORTHEAST HAVING A RADIUS OF 394.70 FEET; THENCE
NORTHEASTERLY 50.70 FEET ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 07'21'36" AND A
CHORD BEARING NO3.26'12" W 50.67 FEET; THENCE N 00'14'36" W 281.60 FEET TO THE R/W LINE
OF FOURCHE DAM PIKE; THENCE N 89'31'09" E 12.00 FEET ALONG SAID SOUTH R/W LINE; THENCE S
00'14'36" W 281.75 FEET TO A CURVE TO THE NORTHEAST HAVING A RADIUS OF 382.70 FEET;
THENCE SOUTHEASTERLY 49.16 FEET ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 07'21'36"
AND A CHORD BEARING S 03'26'12" E 49.13 FEET; THENCE S 07'07'00" :: 48.97 FEET TO A CURVE
TO THE NORTHWEST HAVING A RADIUS OF 56.0 FEET; THENCE SOUTHWESTERLY 87.51 FEET ALONG
SAID CURVE THROUGH A CENTRAL ANGLE OF 89'31'53" AND A CHORD BEARING OF S 37038'56" W
78.87 FEET; THENCE S 82'24'53" W 61.81 FEET TO A CURVE NORTHWEST HAVING A RADIUS OF
357.08 FEET; THENCE SOUTHWESTERLY 50.77 FEET ALONG SAID CURVE TI!ROUGH A CENTRAL ANGLE
OF 08.08'46" AND A CHORD BEARING S 86.29'16" W 50.73 FEET; THENCE N 89'26'21" W 45.22 FEET
TO A CURVE TO THE NORTHEAST HAVING A RADIUS OF 56.0 FEET; THENCE NORTHWESTERLY 53.76
FEET ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 55'00'00" AND A CHORD BEARING N
61'56'21" W 51.72 FEET TO A CURVE TO THE SOUTHWEST HAVING A RADIUS OF 44.0 FEET; THENCE
NORTHWESTERLY 42.24 FEET ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 55'00'00" AND A
CHORD BEARING N 61056'21" W 40.63 FEET; THENCE N 89'26'21" W 12.0.7 FEET; THENCE N
00'33'40" E 14.00 FEET; THENCE S 89'26'21" E 12.00 FEET; THENCE S 00'33'40" W 2.00 FEET TO
THE POINT OF BEGINNING.
-
LEGEND
-Computed point
• -Found iron pin
E) -Set #5 Rb/Plan. Cap
O -Set #5 Rb/Alum. Cap
(D) -Deeded
(M)- Measured
(P) -Platted
ZONING DRAWIN(
OF:
AIRPORT-ALLTEL SITE (LIT -0
°P� HOPE ENGINEERS,
203 Lillian Street
446
Tw' Benton, Arkansas 72015
(501) 315-0786 FAX (501) 311f
FOR USE AND BENEFIT OF:
CRICKET COMMUNICATIONS, IN,
FACTUAL SURVEY
AIRPORT-ALLTEL SITE (LIT -010;
6405 FOURCHE DAM PIKE
LITTLE ROCK, ARKANSAS
DATE: APRIL 25, 2001 1 C.A.D. HY: J. WEST REVISED:5
SCALE: 1"=40' DRAWING NUI[BER:01-277zd SHEET