HomeMy WebLinkAboutZ-6297-A Map 1C� _4� ILJ IL,
BEFORE
YOU DIG ......
1-800-482-8998
"ARKANSAS ONE CALL"
SERVICES, LIST:
1. TELEPHONE...........................SOUIHWESTERN BELL TELEPHONE
#1 SHACKLEFORD
LITTI'= ROCK, ARKANSAS
1-800-270-3850
2. ELECTRIC............................ENTERGY
900 S. LOUISIANA
LITTLE ROCK, ARKANSAS
(501) 372-3900
R•4
LANDLORD'S DESCRIPTION:
SITE DESCRIPTION:
GENERAL NOTES -
1.
BEARINGS SHOWN ARE BASED ON THE ASSUMPTION THE WEST LINE OF
88'57'01" E 125.05 FEET ALONG THE NORTH LINE THEREOF; DEPARTING FROM SAID NORTH LINE, THENCE S
LANDLORD'S PROPERTY BEING N 01'05'54" E.
2.
ALL UNDERGROUND UTILITIES MAY NOT HAVE BEEN SHOWN, ABOVE GROUND
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
FEATURES HAVE BEEN LOCATED AND SHOWN, UNDERGROUND UTILITY LINE
POINT OF BEGINNING, CONTAINING 96 SQ. FT..
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. "1007".
5.
ACCORDING TO FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD INSURANCE
LOT 2, THENCE S 88'57'01" E 125.05 FEET ALONG THE NORTH LINE THEREOF; DEPARTING FROM SAID
RATE MAP, COMMUNITY PANEL #050181-0006E; DATED NOVEMBER 3, 1993. THE
PROPERTY DEPICTED ON THIS SURVEY IS LOCATED IN ZONE "X" AND NOT
NORTH LINE, THENCE S 01'02'59" W 70.91 FEET; THENCE S 60'35'53" W 8.00 FEET TO THE POINT OF
LOCATED WITHIN THE 100 YEAR FLOOD PIANE.
BEGINNING; THENCE N 88'36'39" W 18.72 FEET; THENCE S 01'23'21" W 185.10 FEET TO THE CENTERLINE
N
SERVICES, LIST:
1. TELEPHONE...........................SOUIHWESTERN BELL TELEPHONE
#1 SHACKLEFORD
LITTI'= ROCK, ARKANSAS
1-800-270-3850
2. ELECTRIC............................ENTERGY
900 S. LOUISIANA
LITTLE ROCK, ARKANSAS
(501) 372-3900
R•4
FND #4 REBAR
14W CORNER
LOT 2
HOOPER BOND
ADDITION
N 88'57'01" E
_ _�_ _ = 501.77' (D)
-- - - PP S 88'57'01" E
r - .r - - POWER LINE
�--_- - - 507.82' M PP
125.05' - -.- _---_ S�. _ _ 382.77
pp
8' WOOD FL SWALE PP
CE pR
9_ .
a m 5 o
li
FL DITCH .. - _ _ + i+ 5 5si PR
DISH i� o .. - . _ . C- . - A/C A/C A/C -.CONC.+_
-.. o' ❑�0 [] UEJ ❑❑ 5 5 +5 PAD + 5 +,� DISHA/� ISH DISH A/C DISH DECK r
-_DI �L,��1,
{� DISH DISH DISH DISH DISH 5 Q� �E=E:q DISH "II
DISH gwW
5
NEW LINGULAR
EQUIPMEN
111.33' LEASE AREA TO BOUNDARY / 380.10'EQUIP, TO BOUNDARY
113.18' TOWER TO BOUNDARY / w Y 378.67 LEA5E AREA TO BOUNDARY
116.07' EQUIP, 70 BOUNDARY
I Y
ASPHALT
PAVING EXIST. 377.22' TOWER TO BOUNDARY
� LATTIC I
EXISTING/
w � Q v I ,. UILUING ern.
M 0 q
0 O N N I I I I 0 +' / +'.+ ASPHALT 3
m z I I o 0 5/ 55` PAVING W o o y
M O
O m
0"g
8' INGRESS/EGRESS m oAl +- o
&UTILITY EASEMENT o
SIDEWALK.. .L-
ml I v LOT 2
IJ I HOOPERIB ND
ADDIT
f.
I C-9
� ilI s
I I ASPHALT 5
I I I I PAVING
I I +I
FND
j/5 REBAR
88 54 14 W -_
504.79' (D)
" 5 _ SIDEWALK." s !'- --s-.-�-s3---q--.. .-s*-�=T�-
LI -_----__- -
- SHACKLEFORD DRIVE - - - -- - -- - -- - --_ - -- - -- I 1
O
3 0
o'
of
.. M
y N
m
O N
VI
NUMBER
LANDLORD'S DESCRIPTION:
SITE DESCRIPTION:
LOT 2, HOOPER-BOND ADDITION TO THE CITY OF LITTLE ROCK, PULASKI COUNTY, ARKANSAS.
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
IS
FND #4 REBAR
14W CORNER
LOT 2
HOOPER BOND
ADDITION
N 88'57'01" E
_ _�_ _ = 501.77' (D)
-- - - PP S 88'57'01" E
r - .r - - POWER LINE
�--_- - - 507.82' M PP
125.05' - -.- _---_ S�. _ _ 382.77
pp
8' WOOD FL SWALE PP
CE pR
9_ .
a m 5 o
li
FL DITCH .. - _ _ + i+ 5 5si PR
DISH i� o .. - . _ . C- . - A/C A/C A/C -.CONC.+_
-.. o' ❑�0 [] UEJ ❑❑ 5 5 +5 PAD + 5 +,� DISHA/� ISH DISH A/C DISH DECK r
-_DI �L,��1,
{� DISH DISH DISH DISH DISH 5 Q� �E=E:q DISH "II
DISH gwW
5
NEW LINGULAR
EQUIPMEN
111.33' LEASE AREA TO BOUNDARY / 380.10'EQUIP, TO BOUNDARY
113.18' TOWER TO BOUNDARY / w Y 378.67 LEA5E AREA TO BOUNDARY
116.07' EQUIP, 70 BOUNDARY
I Y
ASPHALT
PAVING EXIST. 377.22' TOWER TO BOUNDARY
� LATTIC I
EXISTING/
w � Q v I ,. UILUING ern.
M 0 q
0 O N N I I I I 0 +' / +'.+ ASPHALT 3
m z I I o 0 5/ 55` PAVING W o o y
M O
O m
0"g
8' INGRESS/EGRESS m oAl +- o
&UTILITY EASEMENT o
SIDEWALK.. .L-
ml I v LOT 2
IJ I HOOPERIB ND
ADDIT
f.
I C-9
� ilI s
I I ASPHALT 5
I I I I PAVING
I I +I
FND
j/5 REBAR
88 54 14 W -_
504.79' (D)
" 5 _ SIDEWALK." s !'- --s-.-�-s3---q--.. .-s*-�=T�-
LI -_----__- -
- SHACKLEFORD DRIVE - - - -- - -- - -- - --_ - -- - -- I 1
O
3 0
o'
of
.. M
y N
m
O N
VI
NUMBER
DIRECTIOt
SITE DESCRIPTION:
DISTANCE
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
IS
88'57'01" E 125.05 FEET ALONG THE NORTH LINE THEREOF; DEPARTING FROM SAID NORTH LINE, THENCE S
E
01'02'59" W 70.91 FEET TO THE POINT OF BEGINNING; THENCE S 29'24'07" E 6.00 FEET; THENCE S
1_2
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
60'35'53"
POINT OF BEGINNING, CONTAINING 96 SQ. FT..
16.00'
ALSO
N
AN EASEMENT FOR INGRESS/EGRESS AND UTILITY PURPOSES. SAID EASEMENT BEING B FEET WIDE, LYING 4
W
FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: COMMENCE AT THE NW CORNER OF SAID
L4
LOT 2, THENCE S 88'57'01" E 125.05 FEET ALONG THE NORTH LINE THEREOF; DEPARTING FROM SAID
60'35'53"
NORTH LINE, THENCE S 01'02'59" W 70.91 FEET; THENCE S 60'35'53" W 8.00 FEET TO THE POINT OF
16.00'
BEGINNING; THENCE N 88'36'39" W 18.72 FEET; THENCE S 01'23'21" W 185.10 FEET TO THE CENTERLINE
N
OF SHACKLEFORD DRIVE, AND THE POINT OF TERMINATION OF SAID EASEMENT.
W
FND #4 REBAR
14W CORNER
LOT 2
HOOPER BOND
ADDITION
N 88'57'01" E
_ _�_ _ = 501.77' (D)
-- - - PP S 88'57'01" E
r - .r - - POWER LINE
�--_- - - 507.82' M PP
125.05' - -.- _---_ S�. _ _ 382.77
pp
8' WOOD FL SWALE PP
CE pR
9_ .
a m 5 o
li
FL DITCH .. - _ _ + i+ 5 5si PR
DISH i� o .. - . _ . C- . - A/C A/C A/C -.CONC.+_
-.. o' ❑�0 [] UEJ ❑❑ 5 5 +5 PAD + 5 +,� DISHA/� ISH DISH A/C DISH DECK r
-_DI �L,��1,
{� DISH DISH DISH DISH DISH 5 Q� �E=E:q DISH "II
DISH gwW
5
NEW LINGULAR
EQUIPMEN
111.33' LEASE AREA TO BOUNDARY / 380.10'EQUIP, TO BOUNDARY
113.18' TOWER TO BOUNDARY / w Y 378.67 LEA5E AREA TO BOUNDARY
116.07' EQUIP, 70 BOUNDARY
I Y
ASPHALT
PAVING EXIST. 377.22' TOWER TO BOUNDARY
� LATTIC I
EXISTING/
w � Q v I ,. UILUING ern.
M 0 q
0 O N N I I I I 0 +' / +'.+ ASPHALT 3
m z I I o 0 5/ 55` PAVING W o o y
M O
O m
0"g
8' INGRESS/EGRESS m oAl +- o
&UTILITY EASEMENT o
SIDEWALK.. .L-
ml I v LOT 2
IJ I HOOPERIB ND
ADDIT
f.
I C-9
� ilI s
I I ASPHALT 5
I I I I PAVING
I I +I
FND
j/5 REBAR
88 54 14 W -_
504.79' (D)
" 5 _ SIDEWALK." s !'- --s-.-�-s3---q--.. .-s*-�=T�-
LI -_----__- -
- SHACKLEFORD DRIVE - - - -- - -- - -- - --_ - -- - -- I 1
O
3 0
o'
of
.. M
y N
m
O N
VI
NUMBER
DIRECTIOt
DISTANCE
L1
IS
29'24'07"
E
6.00'
1_2
S
60'35'53"
W
16.00'
L3
N
29'24'D7"
W
6.00'
L4
N
60'35'53"
E
16.00'
15
N
88'36'59"
W
18,72'
L6
S
01'23'21"
W
185.10'
SE CORNER
NE 1/4
r SECTION 4,
30 15 0 30t -1-N, R -13-W
N 88'54' f 4" W /,
30.00' (DD))
CCD
I EXISTING
w SELF-SUPPORTING
a STEEL TOWER -
0
z
N
w
0
O
n
g' CHAIN LINK
FENCE
ICE BRIDGE
12' ABOVE GRADE
H -FRAME 0 6'-0"
(CABLE RUN FROM
EQUIP. TO TOWER)
°III -L III II 111" 11:1''
III -III I III-
-1TI T� ELEVATION -
SCALE: 1"=20' -
LOOKING SOUTH
Q
-Computed point
-Found iron pin
(D - Set #5 Rb/Plas. Cap
0 -Set #5 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
92923'42.87379" WEST LONGITUDE
436.54' NGVD 1929
DATUM: NAD -83
SOUTHEAST CORNER OF SITE 34°45'20.13914" NORTH LATITUDE
92°23'42.83955" WEST LONGITUDE
437.13' 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 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. "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).
G1ST&P
STATE OF
ARKANSAS
NO 12
rOs� GNA .�-r =
t� If W.
qv,
� U P% -%TE Y i i Arl"
OF:
KKYK SITE (SA -2065)
HOPE ENGINEERS, Inc.
203 Lillian Street
GTN Benton, Arkansas 72015
(501) 315-0786 FAX (501) 315-0700
FOR USE AND BENEFIT OF:
CINGULAR WIRELESS
�t("0�`���
FACTUAL SURVEY rr Vtut+u m1 I11t I
By PI ning 8 DB pm
KKYK SITE (SA-2065)Ud1e t ondlti n oed
# I SHACKLEFORD DRIVE Late: L -o
LITTLE ROCK, ARKANSAS ANY DEVIATION FROM A
DATE: MAR. 30, 2001 C.A.D. BY: J. WESTREVISED:
SCALE; 1"=30' DRAWING NUMBER: 01-156 SHEET 1 OF 1
Staff
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SITE DIRECTIONS
FROM THE INTERSECTION OF 1-630 AND SHACKLEFORD ROAD, TURN NORTH ON SHACKLEFORD ROAD AND TRAVEL THROUGH THE
STOP LIGHT. SHACKLEFORD
DRIVE 15 THE FIRST
LEFT AFTER THE STOP LIGHT. SITE IS ON THE WEST
51DE OF THE
EQUITY
BROADCASTING BUILDING ON THE CORNER OF SHACKLEFORD ROAD AND SHACKLEFORD DRIVE.
H -FRAME 0 6'-0"
(CABLE RUN FROM
EQUIP. TO TOWER)
°III -L III II 111" 11:1''
III -III I III-
-1TI T� ELEVATION -
SCALE: 1"=20' -
LOOKING SOUTH
Q
-Computed point
-Found iron pin
(D - Set #5 Rb/Plas. Cap
0 -Set #5 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
92923'42.87379" WEST LONGITUDE
436.54' NGVD 1929
DATUM: NAD -83
SOUTHEAST CORNER OF SITE 34°45'20.13914" NORTH LATITUDE
92°23'42.83955" WEST LONGITUDE
437.13' 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 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. "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).
G1ST&P
STATE OF
ARKANSAS
NO 12
rOs� GNA .�-r =
t� If W.
qv,
� U P% -%TE Y i i Arl"
OF:
KKYK SITE (SA -2065)
HOPE ENGINEERS, Inc.
203 Lillian Street
GTN Benton, Arkansas 72015
(501) 315-0786 FAX (501) 315-0700
FOR USE AND BENEFIT OF:
CINGULAR WIRELESS
�t("0�`���
FACTUAL SURVEY rr Vtut+u m1 I11t I
By PI ning 8 DB pm
KKYK SITE (SA-2065)Ud1e t ondlti n oed
# I SHACKLEFORD DRIVE Late: L -o
LITTLE ROCK, ARKANSAS ANY DEVIATION FROM A
DATE: MAR. 30, 2001 C.A.D. BY: J. WESTREVISED:
SCALE; 1"=30' DRAWING NUMBER: 01-156 SHEET 1 OF 1
Staff
I WCF P,
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0
0
0
H -FRAME 0 6'-0"
(CABLE RUN FROM
EQUIP. TO TOWER)
°III -L III II 111" 11:1''
III -III I III-
-1TI T� ELEVATION -
SCALE: 1"=20' -
LOOKING SOUTH
Q
-Computed point
-Found iron pin
(D - Set #5 Rb/Plas. Cap
0 -Set #5 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
92923'42.87379" WEST LONGITUDE
436.54' NGVD 1929
DATUM: NAD -83
SOUTHEAST CORNER OF SITE 34°45'20.13914" NORTH LATITUDE
92°23'42.83955" WEST LONGITUDE
437.13' 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 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. "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).
G1ST&P
STATE OF
ARKANSAS
NO 12
rOs� GNA .�-r =
t� If W.
qv,
� U P% -%TE Y i i Arl"
OF:
KKYK SITE (SA -2065)
HOPE ENGINEERS, Inc.
203 Lillian Street
GTN Benton, Arkansas 72015
(501) 315-0786 FAX (501) 315-0700
FOR USE AND BENEFIT OF:
CINGULAR WIRELESS
�t("0�`���
FACTUAL SURVEY rr Vtut+u m1 I11t I
By PI ning 8 DB pm
KKYK SITE (SA-2065)Ud1e t ondlti n oed
# I SHACKLEFORD DRIVE Late: L -o
LITTLE ROCK, ARKANSAS ANY DEVIATION FROM A
DATE: MAR. 30, 2001 C.A.D. BY: J. WESTREVISED:
SCALE; 1"=30' DRAWING NUMBER: 01-156 SHEET 1 OF 1
Staff
I WCF P,