HomeMy WebLinkAboutZ-6297-A Map 3C� 2A�TILA
Ar 1%k
BEFORE
YOU DIG ......
1-800-482-8998
"ARKANSAS ONE CALL"
FND #4 REBAR
NW CORNER
LOT 2
HOOPER BOND
ADDITION
PP
125.05'
DISH
MDISH
{� 61SH DISH DISH DISH
DISH
NEW CINGULAR
EQUIPMEN
� P.O. B:
'F i
111.33' LEASE AREA TO BOUNDARY
113.18' TOWER TO BOUNDARY
116.07' EQUIP. TO BOUNDARY
ASPHALT
PAVING EXIST. I
LATTIC
SERVICES LIST:
1. TELEPHONE ...........................SOU" HWESTERN BELL TELEPHONE
01 SHACKLEFORD
LITTLE ROCK, ARKANSAS
1-8i ITF270-3850
2. ELECTRIC............................ENTERGY
900 S. LOUISIANA
LITTLE ROCK, ARKANSAS
(501) 372-3900
LANDLORD'S DESCRIPTION:
N 88'57'01" E
GENERAL NOTES
1.
BEARINGS SHOWN ARE BASED ON THE AS.3UMPTION THE WEST LINE OF
29'24'07"
LANDLORD'S PROPERTY BEING N 01'05'54" E.
2,
ALL UNDERGROUND UTILITIES MAY NOT HAVE BEEN SHOWN, ABOVE GROUND
S
FEATURES HAVE BEEN LOCATED AND SHOWN. UNDERGROUND UTILITY LINE
_
_
WHICH HAVE BEEN FLAGGED BY THEIR RESPECTIVE OWNERS HAVE BEEN SHOWN.
3.
SET 05 REBAR AT ALL CORNERS UNLESS NOTED OTHERWISE.
4.
COORDINATES AND ELEVATIONS BASED ON PAGIS MON. "1007".
5.
ACCORDING TO FEDERAL EMERGENCY MAN/-%GEMENT AGENCY FLOOD INSURANCE
ALSO
RATE MAP, COMMUNITY PANEL 0050181-0006E; DATED NOVEMBER 3, 1993. THE
PP
PROPERTY DEPICTED ON THIS SURVEY IS LOCATED IN ZONE X" AND NOT
L5
LOCATED WITHIN THE 100 YEAR FLOOD PLANE.
LOT 2, THENCE S 88'57'01" E 125.05 FEET ALONG THE NORTH LINE THEREOF; DEPARTING FROM SAID
-T�---
SERVICES LIST:
1. TELEPHONE ...........................SOU" HWESTERN BELL TELEPHONE
01 SHACKLEFORD
LITTLE ROCK, ARKANSAS
1-8i ITF270-3850
2. ELECTRIC............................ENTERGY
900 S. LOUISIANA
LITTLE ROCK, ARKANSAS
(501) 372-3900
-$PP -
E7 PR
LANDLORD'S DESCRIPTION:
N 88'57'01" E
DISTANCE
L1
LOT 2, HOOPER-BOND ADDITION TO THE CITY OF LITTLE ROCK, PULASKI COUNTY, ARKANSAS.
29'24'07"
E
501.77' (D)
L2
S
01'02'59" W 70.91 FEET TO THE POINT OF BEGINNING; THENCE S 29'24'07" E 6.00 FEET; THENCE S
_
_
Pp POWER LINE
S 88.57'01" E
507,82' M
PP 382.77'
29'24'07"
POINT OF BEGINNING, CONTAINING 96 SQ. FT..
6.00'
L4
ALSO
60'3553"
PP
AN EASEMENT FOR INGRESS/EGRESS AND UTILITY PURPOSES. SAID EASEMENT BEING 8 FEET WIDE, LYING 4
FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: COMMENCE AT THE NW CORNER OF SAID
L5
8' WOOD F1, SWALE
LOT 2, THENCE S 88'57'01" E 125.05 FEET ALONG THE NORTH LINE THEREOF; DEPARTING FROM SAID
-T�---
18.72'
NORTH LINE, THENCE S 01'02'59" W 70.91 FEET; THENCE S 60'35'53" W 8.00 FEET TO THE POINT OF
aFENCE
01'23'21_W
PR
.,
OF SHACKLEFORD DRIVE, AND THE POINT OF TERMINATION OF SAID EASEMENT.
a
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DISHA�/DISH
DISH A/C D,-IS,HL�
-$PP -
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sl I
S.
S' S
'- 380.10'EQUIP. TO BOUNDARY
z w TOWER EXISTING j j
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8' INGRESS/EGRESSw m o3
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55 . SIDEWALK:.
I � �
Iel I + LOT 2
IJ I HOOPER TION-BOND
ADDIyl
C3
ASPHALT
PAVING 5. 5
I I I •I
FND
i)5 REBAR
W /-
I I 5 .504.79 D
I SIDEWALK�.- i •�_^.S';--•--ir -- -'
�' �:5 l � y -T-y h 1. � ..t :' 1, 5 ..'.. - 54' 5 Y-. ti: 5;.. f._' -5• -� -�
SHACKLEFORD DRIVE__ -
I
C-3
NUMBER
LANDLORD'S DESCRIPTION:
SITE DESCRIPTION:
DISTANCE
L1
LOT 2, HOOPER-BOND ADDITION TO THE CITY OF LITTLE ROCK, PULASKI COUNTY, ARKANSAS.
29'24'07"
E
i
5.
sl I
S.
S' S
'- 380.10'EQUIP. TO BOUNDARY
z w TOWER EXISTING j j
FIAP
my<wta
1t.
NALTG
m 3Ya
--
. o s
/ s o
8' INGRESS/EGRESSw m o3
k UTILITYEASEMENT I JI o
Ii \
55 . SIDEWALK:.
I � �
Iel I + LOT 2
IJ I HOOPER TION-BOND
ADDIyl
C3
ASPHALT
PAVING 5. 5
I I I •I
FND
i)5 REBAR
W /-
I I 5 .504.79 D
I SIDEWALK�.- i •�_^.S';--•--ir -- -'
�' �:5 l � y -T-y h 1. � ..t :' 1, 5 ..'.. - 54' 5 Y-. ti: 5;.. f._' -5• -� -�
SHACKLEFORD DRIVE__ -
I
C-3
NUMBER
DIRECTION
SITE DESCRIPTION:
DISTANCE
L1
S
29'24'07"
E
PART OF LOT 2, HOOPER-BOND ADDITION TO THE CITY OF LITTLE ROCK, PULASKI COUNTY, ARKANSAS,
MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE NW CORNER OF SAID LOT 2, THENCE S
88.57'01" E 125.05 FEET ALONG THE NORTH LINE THEREOF; DEPARTING FROM SAID NORTH LINE, THENCE S
L2
S
01'02'59" W 70.91 FEET TO THE POINT OF BEGINNING; THENCE S 29'24'07" E 6.00 FEET; THENCE S
W
16.00'
60'35'53" W 16.00 FEET; THENCE N 29.24'07" W 6.00 FEET; THENCE N 60'35'53" E 16.00 FEET TO THE
N
29'24'07"
POINT OF BEGINNING, CONTAINING 96 SQ. FT..
6.00'
L4
ALSO
60'3553"
E
AN EASEMENT FOR INGRESS/EGRESS AND UTILITY PURPOSES. SAID EASEMENT BEING 8 FEET WIDE, LYING 4
FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: COMMENCE AT THE NW CORNER OF SAID
L5
N
LOT 2, THENCE S 88'57'01" E 125.05 FEET ALONG THE NORTH LINE THEREOF; DEPARTING FROM SAID
W
18.72'
NORTH LINE, THENCE S 01'02'59" W 70.91 FEET; THENCE S 60'35'53" W 8.00 FEET TO THE POINT OF
S
01'23'21_W
BEGINNING; THENCE N 88'36'39" W 18.72 FEET; THENCE S 01'23'21" W 185.10 FEET TO THE CENTERLINE
185.10'
OF SHACKLEFORD DRIVE, AND THE POINT OF TERMINATION OF SAID EASEMENT.
J
i
5.
sl I
S.
S' S
'- 380.10'EQUIP. TO BOUNDARY
z w TOWER EXISTING j j
FIAP
my<wta
1t.
NALTG
m 3Ya
--
. o s
/ s o
8' INGRESS/EGRESSw m o3
k UTILITYEASEMENT I JI o
Ii \
55 . SIDEWALK:.
I � �
Iel I + LOT 2
IJ I HOOPER TION-BOND
ADDIyl
C3
ASPHALT
PAVING 5. 5
I I I •I
FND
i)5 REBAR
W /-
I I 5 .504.79 D
I SIDEWALK�.- i •�_^.S';--•--ir -- -'
�' �:5 l � y -T-y h 1. � ..t :' 1, 5 ..'.. - 54' 5 Y-. ti: 5;.. f._' -5• -� -�
SHACKLEFORD DRIVE__ -
I
C-3
NUMBER
DIRECTION
(SA -2065) KKYK
DISTANCE
L1
S
29'24'07"
E
6.00'
L2
S
60'3553"
W
16.00'
L3
N
29'24'07"
W
6.00'
L4
N
60'3553"
E
16.00'
L5
N
88'36`39"
W
18.72'
L6
S
01'23'21_W
185.10'
30 15 0 30
W%im-1
I
SE CORNER
NE 1/4
( SECTION 4,
III T -1-N. R -13-W
LN 'S4'f 4" W /�
30.00' (D)
EXISTING
SELF-SUPPORTING
STEEL TOWER -
e' CHAIN L
FENCE
ICE BRIDGE
12' ABOVE GRADE
EDGE OF
BUILDING
a
U
Z
U
a
0
a
0
0
0
EQUIPMENT
H -FRAME 06'-0"
(CABLE RUN FROM
EQUIP. TO TOWER)
F I III--� I I I III ° I �L�
- � n.
-III 1 ELEVATION -
SCALE: 1"=20'
LOOKING SOUTH
LEGEND
0 -Computed point
O - Found iron pin
0 - Set 05 Rb/Plas. Cap
Il - Set 05 Rb/Alum. Cap
(D) -Deeded
(M) -Measured
(P) -Platted
SITE COORDINATES: KKYK SITE SA -2065
DATUM: NAD -83
CENTER OF EXISTING TOWER 34'45'20.05273" NORTH LATITUDE
92'23'42.89286" WEST LONGITUDE
437.20' (GROUND) NGVD 1929
DATUM: NAD -83
NORTHWEST CORNER OF SITE 34'45'20.11599" NORTH LATITUDE
92'23'43.04242" WEST LONGITUDE
436.40' NGVD 1929
DATUM: NAD -83
NORTHEAST CORNER Of SITE 34°45'20.19133" NORTH LATITUDE
92°23'42.87379" WEST LONGITUDE
436.54' NGVD 1929
DATUM: NAD -83
SOUTHEAST CORNER OF SITE 34045'20.13914" NORTH LATITUDE
92°23'42.83955" WEST LONGITUDE
4"7.i3' NGVD 1929
DATUM: NAD -83
SOUTHWEST CORNER Of SITE 34°45'20.06380" NORTH LATITUDE
92'23'43.00925" WEST LONGITUDE
437.22' NGVD 1929
1 HEREBY CERTIFY TO CINGULAR WIRELESS, THAT THE LATITUDE,
LONGITUDE, AND ELEVATIONS SHOWN HEREON WERE DETERMINED FROM A14
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. "1-A" TOLERANCES: HORIZONTAL- PLUS OR MINUS
15 FEET; VERTICAL- PLUS OR MINUS 3 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).
STATE OF ,•'•
ARKANSAS
NO 12
3 O GNA
c�,sgft4A`s5r w
S -TrJ a ANTE PLAT
OF:
KKYK SITE (SA -2065)
0�`0P�' HOPE ENGINEERS, Inc.
203 Lillian Street
G1Nti� Benton, Arkansas 72015
(501) 315-0786 FAX (501) 315-0700
FOR USE AND BENEFIT OF:
CINGULAR WIRELESS
itv (V J" s FACTUAL SURVEY By Plan 'ng& De F
Subjeot diti c
KKYK SITE (SA -2065) Bv:
# I SHACKLEFORD DRIVE ANY DEVIATION FROM
LITTLE ROCK, ARKANSAS SITE PLAN VOIDS THIS
DATE: MAR. 30, 2001 C.A.D. DY: J. WEST REVISED:
SCALE: 1"=30' DRAWING NUMBER: 01-1561 SHEET 1 OF 1
VICINITY MAP
(SA -2065) KKYK
SITE
z
BROOKS LN
MESA DR
rn
w
U
a'
O
J
o
RONALD DR
"SHACKLEFORD DR
a
w
z
rr
3
g
_-_
z W MARKHAM 5T
THIS
G
w
o
0
0
SITE
430
3
w
w
_�
J
o
3
s
m
v
<
< <o
o
0
x
BIRCHWOOD
a
0
w
3
0
U
c
0
3
z- -
s
D(\
630
v1
OZR
I
SITE
DIRECTIONS
FROM THE INTERSECTION OF 1-630 AND SHACKLEFORD ROAD, TURN NORTH ON SHACKLEFORD ROAD AND TRAVEL THROUGH THE
STOP LIGHT. SHACKLEFORD DRIVE IS THE FIRST LEFT AFTER
THE STOP LIGHT. SITE IS ON THE WEST
SIDE OF THE
EQUITY
BROADCASTING
BUILDING ON THE CORNER OF SHACKLEFORD ROAD AND SHACKLEFORD DRIVE.
F I III--� I I I III ° I �L�
- � n.
-III 1 ELEVATION -
SCALE: 1"=20'
LOOKING SOUTH
LEGEND
0 -Computed point
O - Found iron pin
0 - Set 05 Rb/Plas. Cap
Il - Set 05 Rb/Alum. Cap
(D) -Deeded
(M) -Measured
(P) -Platted
SITE COORDINATES: KKYK SITE SA -2065
DATUM: NAD -83
CENTER OF EXISTING TOWER 34'45'20.05273" NORTH LATITUDE
92'23'42.89286" WEST LONGITUDE
437.20' (GROUND) NGVD 1929
DATUM: NAD -83
NORTHWEST CORNER OF SITE 34'45'20.11599" NORTH LATITUDE
92'23'43.04242" WEST LONGITUDE
436.40' NGVD 1929
DATUM: NAD -83
NORTHEAST CORNER Of SITE 34°45'20.19133" NORTH LATITUDE
92°23'42.87379" WEST LONGITUDE
436.54' NGVD 1929
DATUM: NAD -83
SOUTHEAST CORNER OF SITE 34045'20.13914" NORTH LATITUDE
92°23'42.83955" WEST LONGITUDE
4"7.i3' NGVD 1929
DATUM: NAD -83
SOUTHWEST CORNER Of SITE 34°45'20.06380" NORTH LATITUDE
92'23'43.00925" WEST LONGITUDE
437.22' NGVD 1929
1 HEREBY CERTIFY TO CINGULAR WIRELESS, THAT THE LATITUDE,
LONGITUDE, AND ELEVATIONS SHOWN HEREON WERE DETERMINED FROM A14
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. "1-A" TOLERANCES: HORIZONTAL- PLUS OR MINUS
15 FEET; VERTICAL- PLUS OR MINUS 3 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).
STATE OF ,•'•
ARKANSAS
NO 12
3 O GNA
c�,sgft4A`s5r w
S -TrJ a ANTE PLAT
OF:
KKYK SITE (SA -2065)
0�`0P�' HOPE ENGINEERS, Inc.
203 Lillian Street
G1Nti� Benton, Arkansas 72015
(501) 315-0786 FAX (501) 315-0700
FOR USE AND BENEFIT OF:
CINGULAR WIRELESS
itv (V J" s FACTUAL SURVEY By Plan 'ng& De F
Subjeot diti c
KKYK SITE (SA -2065) Bv:
# I SHACKLEFORD DRIVE ANY DEVIATION FROM
LITTLE ROCK, ARKANSAS SITE PLAN VOIDS THIS
DATE: MAR. 30, 2001 C.A.D. DY: J. WEST REVISED:
SCALE: 1"=30' DRAWING NUMBER: 01-1561 SHEET 1 OF 1