HomeMy WebLinkAboutZ-6129-C Map 1TOP OF TOWER TOP OF LIGHTNING ROD
146.02' �'� 1-x-151.29'
\ TOP OF EXISTING ANT.
145.37'
TOP OF PROPOSED ANT.
120.00'
(PROPOSED)
TOP OF ICE BRIDGE
8.2'
TOP OF PROPOSED EQUIPMENT
6.29'
TOP OF EXISTING FENCE
6.0'
(EXISTING)
TOP OF ICE BRIDGE
6.2'
TOP OF EXISTING EQUIPMENT
'-6.29'
wa
M-RAW17 GRADE LEVEL
EXISTING MONOPOLE DETAIL _
SCALE: 1"=30'
SITE DESCRIPTION:
PARENT TRACT DESCRIPTION:
Is
1.
BEARINGS SHOWN ARE BASED ON THE ASSUMPTION THE NORTH LINE OF
18'16'46"
LANDLORD'S PROPERTY BEING N 88'06'56" E.
n/
4`(D V
4'Zo.5'N
GY s
36g S
�393•3-S
to i3 W (o> -5-v
10440
319 L a� 4 r- -
Y7 ,E
(EXISTING)
TOP OF ICE BRIDGE
6.2'
TOP OF EXISTING EQUIPMENT
'-6.29'
wa
M-RAW17 GRADE LEVEL
EXISTING MONOPOLE DETAIL _
SCALE: 1"=30'
SERVICES LIST:
1.
�TELEPHONE ...........................SOUTHWESTERN BELL. TELEPF40NE (TELEPHONE ...........................SOUTHWESTERN BELL• TELEPHONE
#1 SH.ACKLEFORD'
LITTLE ROCK, ARKANSAS
1-800-270-3850
2. ELECTRIC...........................ENTERGY
900 S. LOUISIANA
LITTLE ROCK, ARKANSAS
(501) 372-3900
40 20 0 40
NW CORNER
NW 1/4 SECTION 27
T -2-N, R -13-W
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SITE DESCRIPTION:
PARENT TRACT DESCRIPTION:
GENERAL NOTES
1.
BEARINGS SHOWN ARE BASED ON THE ASSUMPTION THE NORTH LINE OF
18'16'46"
LANDLORD'S PROPERTY BEING N 88'06'56" E.
2.
ALL UNDERGROUND UTILITIES MAY NOT HAVE BEEN SHOWN, ABOVE GROUND
N
FEATURES HAVE BEEN LOCATED AND SHOWN. UNDERGROUND UTILITY LINE
E
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 USGS MON. "ROCKPORT".
5.
ACCORDING TO FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD INSURANCE
FEET TO THE POINT OF CURVATURE OF A 470 FOOT RADIUSUR 0
C VE THE DELTA OF WHICH IS LEFT 20 DEGREES . 3
RATE AP,COMMUNITY PANEL 050182-0006• DATED SEPTEMBER 5 1990. THE
E
PROPERTY DEPICTED ON THIS SURVEY IS LOCATED IN ZONE "X" AND NOT
L5
LOCATED WITHIN THE 100 YEAR FLOOD PLANE.
SOUTH 0 DEGREES 47 MINUTES EAST 310 FEET TO THE POINT OF CURVATURE OF A 1,637 FOOT RADIUS CURVE, THE
OF SAID INGRESS/EGRESS EASEMENT; THENCE N 88'06'56" E 29.34 FEET TO A POINT WHERE THE
SERVICES LIST:
1.
�TELEPHONE ...........................SOUTHWESTERN BELL. TELEPF40NE (TELEPHONE ...........................SOUTHWESTERN BELL• TELEPHONE
#1 SH.ACKLEFORD'
LITTLE ROCK, ARKANSAS
1-800-270-3850
2. ELECTRIC...........................ENTERGY
900 S. LOUISIANA
LITTLE ROCK, ARKANSAS
(501) 372-3900
40 20 0 40
NW CORNER
NW 1/4 SECTION 27
T -2-N, R -13-W
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! TRANSFORMER
WATER VALVE
Box
ER
I
-15' UTILITY EASEMENT
EXTANKG / v
/f // -BOXAP&L
N_138'136'56" E- / T
174,95' - - - - - -`'-
L _L2
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1N J 0�1 I
� L13
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2[00100 0 200
L!
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...425'INGRESS/EGRESS
II 11 k UTILITY EASEMENT
LANDLORD'S DESCRIPTION:
PART OF THE NW 1/4 OF SECTION 27, T -2-N, R -13-W, PULASKI COUNTY, ARKANSAS.
SITE DESCRIPTION:
PARENT TRACT DESCRIPTION:
PART OF THE NW 1/4 OF SECTION 27, T -2-N, R -13-W, PULASKI COUNTY, ARKANSAS DESCRIBED AS
Li
FOLLOWS: COMMENCING AT THE NW CORNER OF SAID NW 1/4, RUN THENCE S 01'22'40" E ALONG
18'16'46"
THE WEST LINE OF SAID NW 1/4 1597.63 FEET; THENCE N 88'06'56" E 174.95 FEET TO THE POINT
ARKANSAS, MORE PARTICULARLY DESCRIBED AS FOLLOWS: STARTING AT THE POINT OF INTERSECTION OF THE EAST
OF BEGINNING; THENCE CONTINUE N 88'06'56" E 40.00 FEET; THENCE S 01'53'04" E 40.00 FEET;
N
THENCE S 88606'56" W 40.00 FEET; THENCE N 01'53'04" W 40.00 FEET TO THE POINT OF
E
BEGINNING, CONTAINING 1600.00 SQUARE FEET, OR 0.036 ACRES,
HIGHWAY NO. 10 AND RUN THENCE NORTH 69 DEGREES 57 MINUTES WEST 256.9 FEET TO A POINT 4.5 FEET SOUTH
ALSO
01'50'48"
A 12 FOOT WIDE ENLARGING TO A 25 FOOT WIDE INGRESS -EGRESS EASEMENT LOCATED IN PART OF
42.45'
THE NW 1/4 OF SECTION 27, T -2-N, R -13-W, PULASKI COUNTY, ARKANSAS HAVING BOUNDARIES 6.0
FEET TO THE POINT OF CURVATURE OF A 470 FOOT RADIUSUR 0
C VE THE DELTA OF WHICH IS LEFT 20 DEGREES . 3
FEET EACH SIDE OF A CENTERLINE DESCRIBED AS FOLLOWS: COMMENCING AT THE NW CORNER OF
E
SAID NW 1/4, RUN THENCE S 01'22'40" E ALONG THE WEST LINE OF SAID NW 1/4 1597.63 FEET;
L5
THENCE N 88'06'56" E 214.95 FEET; THENCE S 01'22'40" E 11.0 FEET TO THE POINT OF BEGINNING
SOUTH 0 DEGREES 47 MINUTES EAST 310 FEET TO THE POINT OF CURVATURE OF A 1,637 FOOT RADIUS CURVE, THE
OF SAID INGRESS/EGRESS EASEMENT; THENCE N 88'06'56" E 29.34 FEET TO A POINT WHERE THE
314.68'
EASEMENT BOUNDARIES CHANGE TO 12.5 FEET EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE:
N
THENCE S 01650'48" E 42.5 FEET; THENCE 04'18 0 7 .
4 E T N S 1 4 9 81 FEET TO THE POINT OF CURVE TO
607.14 FEET TO THE POINT OF TANGENCY; THENCE SOUTH 20 DEGREES 28 MINUTES WEST 495 FEET TO THE POINT
THE LEFT HAVING A RADIUS OF 240.76 FEET AND A CHORD OF 5 16'1739 E 116.40 FEET TO THE
L7
POINT OF TANGENCY OF SAID CURVE; THENCE S 32'17'17" E 314.68 FEET TO A POINT ON THE
03'03'08"
CENTERLINE OF THE NORTH LANE OF PLEASANT VALLEY DRIVE AND THE POINT OF TERMINATION OF
SAID POINT OF CURVE BEING NORTH 89 DEGREES 27 MINUTES WEST 565.6 FEET FROM THE SOUTHEAST CORNER OF
SAID INGRESS/EGRESS EASEMENT.
N
ALSO
E
A 15 FOOT WIDE UTILITY EASEMENT LOCATED IN PART OF THE NW 1/4 OF SECTION 27, T -2-N,
FEET; THENCE NORTH 55 DEGREES 37 MINUTES WEST 75 FEET; THENCE SOUTH 88 DEGREES 43 MINUTES WEST
R-13-W,PULASKI COUNTY ARKANSAS, HAVING BOUNDARIES 7.5 FEET EACH SIDE OF A CENTERLINE
03'03'08"
DESCRIBED AS FOLLOWS: COMMENCE AT THE NW CORNER OF SAID NW 1/4 RUN THENCE S 01'22'40
13.00'
E ALONG THE WEST LINE OF SAID NW 1/4 1597.63 FEET; THENCE N 88'06'56" E 204.95 FEET TO
EAST 888.75 FEET TO THE POINT OF CURVE; THENCE ALONG THE ARC OF A 955 FOOT RADIUS CURVE TO THE RIGHT
THE POINT OF BEGINNING OF SAID 15 FOOT UTILITY EASEMENT; THENCE N 18'15'46" E ALONG THE
W
CENTERLINE OF SAID UTILITY EASEMENT 49.04 FEET TO A POINT ON A EXISTING UTILITY EASEMENT
L11
AND THE POINT OF TERMINATION OF SAID 15 FOOT UTILITY EASEMENT,
NORTH 20 DEGREES 28 MINUETS EAST 67.8 FEET TO THE POINT OF TANGENCY OFA 1,562 FOOT RADIUS CURVE T
,0
E
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! TRANSFORMER
WATER VALVE
Box
ER
I
-15' UTILITY EASEMENT
EXTANKG / v
/f // -BOXAP&L
N_138'136'56" E- / T
174,95' - - - - - -`'-
L _L2
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1N J 0�1 I
� L13
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2[00100 0 200
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...425'INGRESS/EGRESS
II 11 k UTILITY EASEMENT
LANDLORD'S DESCRIPTION:
PART OF THE NW 1/4 OF SECTION 27, T -2-N, R -13-W, PULASKI COUNTY, ARKANSAS.
NUMBER
DIRECTION
PARENT TRACT DESCRIPTION:
DISTANCE
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A TRACT OF LAND IN SECTIONS 22 27 AND8 TCOUNTY,
2 0 WNSHIP 2 N ORTH RANGE 13 WEST PULASKI
18'16'46"
E
ARKANSAS, MORE PARTICULARLY DESCRIBED AS FOLLOWS: STARTING AT THE POINT OF INTERSECTION OF THE EAST
L2
N
LINE OF THE W1/2 OF THE SWI/4 OF SAID SECTION 22 AND THE SOUTH RIGHT-OF-WAY LINE OF ARKANSAS STATE
E
29,34'
HIGHWAY NO. 10 AND RUN THENCE NORTH 69 DEGREES 57 MINUTES WEST 256.9 FEET TO A POINT 4.5 FEET SOUTH
S
01'50'48"
OF THE CENTERLINE OF THE PAVEMENT, THE POINT OF BEGINNING; THENCE SOUTH 19 DEGREES 43 MINUTES WEST 15
42.45'
L4
FEET TO THE POINT OF CURVATURE OF A 470 FOOT RADIUSUR 0
C VE THE DELTA OF WHICH IS LEFT 20 DEGREES . 3
04'18'01"
E
MINUTES; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE 168.2 FEET TO THE POINT OF TANGENCY; THENCE
L5
S
SOUTH 0 DEGREES 47 MINUTES EAST 310 FEET TO THE POINT OF CURVATURE OF A 1,637 FOOT RADIUS CURVE, THE
E
314.68'
DELTA OF WHICH IS RIGHT 21 DEGREES 15 MINUTES; THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE
N
86056'52"
607.14 FEET TO THE POINT OF TANGENCY; THENCE SOUTH 20 DEGREES 28 MINUTES WEST 495 FEET TO THE POINT
2.32'
L7
OF CURVATUREF 1 0 FOOT RADIUS CURVET I
0 A 3 5 0 THE RIGHT, THE DELTA OF WHICH 15 67 DEGREES 3D MINUTES,
03'03'08"
W
SAID POINT OF CURVE BEING NORTH 89 DEGREES 27 MINUTES WEST 565.6 FEET FROM THE SOUTHEAST CORNER OF
L8
N
THE NW1/4 OF THE NW1/4 OF SAID SECTION 27; THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE 815.15
E
9.00'
FEET; THENCE NORTH 55 DEGREES 37 MINUTES WEST 75 FEET; THENCE SOUTH 88 DEGREES 43 MINUTES WEST
S
03'03'08"
1,159.5 FEET; THENCE NORTH 1 DEGREE 17 MINUTES WEST 1,364.3 FEET; THENCE SOUTH 89 DEGREES 39 MINUTE'S
13.00'
_
L10
EAST 888.75 FEET TO THE POINT OF CURVE; THENCE ALONG THE ARC OF A 955 FOOT RADIUS CURVE TO THE RIGHT
86'56'52"
W
310.3 FEET TO THE POINT OF TANGENCY; THENCE 71 OUTH
S DEGREES 02 MINUTES EAST 546.05 FEET; THENCE
L11
N
NORTH 20 DEGREES 28 MINUETS EAST 67.8 FEET TO THE POINT OF TANGENCY OFA 1,562 FOOT RADIUS CURVE T
,0
E
12,00'
THE LEFT, THE DELTA OF WHICH IS LEFT 21 DEGREES 15 MINUTES; THENCE NORTHERLY ALONG THE ARC OF SAID
S
05'03'08"
CURVE 579.3 FEET TO THE POINT OF CURVE; THENCE NORTH 0 DEGREES 47 MINUTES WEST 310 FEET TO THE POINT
4.00'
L13 __N
OF TANGENCY OF A 545 FOOT RADIUS CURVE TO THE RIGHT, THE DELTA OF WHICH IS RIGHT 20 DEGREES 30
_84'W521'
E
MINUTES; THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE 194.98 FEET TO THE POINT OF CURVE; THENCE
L14
N
NORTH 19 DEGREES 43 MINUTES EAST 15.5 FEET; THENCE SOUTH 69 DEGREES 57 MINUTES EAST 75 FEET TO THE
W
18.98'
POINT OF BEGINNING.
N
84056'52"
AND
12.00'
L16
COMMENCE AT THE SOUTHEAST CORNER OF THE TRACT OF LAND CONVEYED BY THE AFORESAID GRANTOR TO THE
03'53'04"
E
AFORESAID GRANTEE BY THAT CERTAIN WARRANTY DEED DATED NOVEMBER 30, 1961, OF RECORD IN DEED BOOK 781,
L17
S
PAGE 301, IN THE OFFICE OF THE RECORDER FOR PULASKI COUNTY, ARKANSAS, AND RUN THENCE NORTH 55
W
38.86'
DEGREES 37 MINUTES WEST 75 FEET; THENCE SOUTH 42 DEGREES 47 MINUETS 48 SECONDS EAST 150.63 FEET A
N
05.03'08"
POINT ON THE NORTH RIGHT OF WAY LINE OF PLEASANT VALLEY DRIVE; THENCE NORTHEASTERLY ALONG SAID RIGHT
16,00'
OF WAY LINE 213.96 FEET ALONG A CURVE TO THE RIGHT, SAID CURVE HAVING A RADIUS OF 2,939.79 FEET, A
TANGENT OF 107.03 FEET AND AN INTERNAL ANGLE OF 4 DEGREES 10 MINUTES 12 SECONDS; THENCE NORTH 12
DEGREES 49 MINUETS 10 SECONDS WEST ALONG THE PROPOSED RIGHT OF WAY LINE OF INTERSTATE HIGHWAY NO.
1-430, 208.63 FEET; THENCE SOUTH 30 DEGREES 32 MINUETS WEST 100 FEET; THENCE SOUTH 32 DEGREES 21
MINUTES WEST 100 FEET; THENCE SOUTH 34 DEGREES 23 MINUTES WEST 10.45 FEET TO THE POINT OF BEGINNING,.
LESS AND EXCEPT:
COMMENCE AT THE POINT WHERE THE SOUTH RIGHT-OF-WAY LINE OF ARKANSAS STATE HIGHWAY NO. 10 INTERSECTS
THE EAST LINE OF THE WI/2 OF THE SWI/4 OF SAID SECTION 22 AND RUN THENCE NORTH 69 DEGREES 57
MINUTES WEST 256.9 FEET TO THE POINT OF BEGINNING, WHICH POINT 15 4.5 FEET SOUTH OF THE CENTERLINE OF
SAID HIGHWAY PAVEMENT; THENCE SOUTH 19 DEGREES 43 MINUTES WEST 15 FEET TO THE POINT OF CURVATURE
OF A CURVE TO THE LEFT, SAID CURVE HAVING A RADIUS OF 470 FEET AND AN INTERNAL ANGLE OF 20 DEGREES
30 MINUTES; THENCE SOUTHERLY ALONG SAID CURVE TO THE LEFT 168.2 FEET TO THE POINT OF TANGENCY
THEREOF; THENCE SOUTH 0 DEGREES 47 MINUTES EAST 310 FEET TO THE POINT OF CURVATURE OF A CURVE TO
THE RIGHT, SAID CURVE HAVING A RADIUS OF 1,637 FEET AND AN INTERNAL ANGLE OF 21 DEGREES 15 MINUTES;
THENCE SOUTHERLY ALONG SAID CURVE TO THE RIGHT 607.14 FEET TO THE POINT OF TANGENCY THEREOF; THENCE
SOUTH 20 DEGREES 28 MINUTES WEST 495 FEET; THENCE SOUTH 20 DEGREES 30 MINUTES WEST 4.7 FEET; THENCE
SOUTH 21 DEGREES 27 MINUTES WEST 60 FEET; THENCE NORTH 12 DEGREES 49 MINUTES 10 SECONDS WEST ALONG
THE PROPOSED RIGHT-OF-WAY OF INTERSTATE HIGHWAY NO. 1-430, 580.79 FEET TO A POINT ON THE NORTH
PROPERTY LINE OF THE CITY OF LITTLE ROCK'S WATER DEPARTMENT TRACT; THENCE SOUTH 71 DEGREES 02 MINUTES
EAST 244.88 FEET; THENCE NORTH 20 DEGREES 28 MINUTES EAST 67.8 FEET TO THE POINT OF CURVATURE OF A
CURVE TO THE LEFT, SAID CURVE HAVING A RADIUS OF 1,562 FEET AND AN INTERNAL ANGLE OF 21 DEGREES 15
LY ALONG SAID CURVE TO TH
MINUTES; THENCE NORTHER E LEFT 579.3 FEET TO THE POINT OF TANGENCY THEREOF;
THENCE NORTH 00 DEGREES 47 MINUTES WEST 310 FEET TO THE POINT OF CURVATURE OF A CURVE TO THE RIGHT,
SAID CURVE HAVING A RADIUS OF 545 FEET AND AN INTERNAL ANGLE OF 20 DEGREES 30 MINUTES; THENCE
NORTHERLY ALONG SAID CURVE TO THE RIGHT 194.98 FEET TO THE POINT OF TANGENCY THEREOF; THENCE NORTH
19 DEGREES 43 MINUTES EAST 15.5 FEET; THENCE SOUTH 69 DEGREES 57 MINUTES EAST 75 FEET TO THE POINT
OF BEGINNING.
NUMBER
DIRECTION
L11 w
DISTANCE
Li
N
18'16'46"
E
49,04'
L2
N
88'06'56"
E
29,34'
L3
S
01'50'48"
E
42.45'
L4
S
04'18'01"
E
79.81'
L5
S
32'17'17"
E
314.68'
L6
N
86056'52"
E
2.32'
L7
N
03'03'08"
W
13,00'
L8
N
86056'52"
E
9.00'
L9
S
03'03'08"
E
13.00'
_
L10
S
86'56'52"
W
9.00'
L11
N
84'56'52"
E
12,00'
L12
S
05'03'08"
E
4.00'
L13 __N
_84'W521'
E
15,11'
L14
N
03'53'04"
W
18.98'
L15
N
84056'52"
E
12.00'
L16
S
03'53'04"
E
30.99'
L17
S
84'56'52"
W
38.86'
L18
N
05.03'08"
W
16,00'
NUMBER Delta Chord _ Radius LengthChord
C1 27'58'40" S 18'17'39" E 240.76 117.56 116.40
(FROM EQUIP.
TO PARENT 918.2'
TRACT BOUND.) - l
li (FROM LEASE AREA TO �
PARENT TRACT BOUND.)'
FND f�f.
WATER LINEJ4 RER
N FIELDVE IFIFD
PROPOSED
H -FRAME
(PROM EQUIP. TO
,,PARENT TRACT BOUND.) (
--� 1039.9' I
(FROM FACE
TO PARENT
TRACT BOUND.)
Q��Psp�
WANKR APaL
BOX-
/
(FROM FACE TO / IND
REBAR
29,00' //PARENT TRACT BOUND.) 11.00' ` W/ CAP
920.5'
O
PROPOSED EXISTING ICE ICE L 5 (FROM EQUIP.
L BRIDGE BRIDGE I EXISTING I ' TO PARENT
_ ,7kA CONC. BTS PAD , TRACT BOUND.)
�J-J47.8'
1 4 5
7 5 A � (FROM
''1 - .5 '' PAREN
5 J
1s EXISTING
•�LIO..p FOUNDATION
EXISTING
AREA TO 1(FROM FACE TO
T BOUND.) PARENT TRACT BOUND-)
I
W-1
g 1 1 -- ^:
6'
L11 w
VICINITY
MAP (LIT -039A) 1-430/RT 10
SITE
PLEASANT - RIDGE RD
1
1
_
TE FOREST
PROPOSED
PLEASANT EOkE9T
CRICKET
LEASE AREAO^
AeNtp4,
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-
Z• 0
g
>
ST. ANDREWS OR `
- G
I
rAIRRAy � g
a 430
g \
/
DR
f
4
-
-
3
_ -
WGGDST001
Fh�'PO
".--.
FND
>
w o
40.00' (D & M) FNJ
,4 REBAR
W/ CAP
PLEASANT VALLEY
a C
v A'
"'4j
d
P4 REBAR
1 8 "
o
W CAP
SITE DIRECTIONS
TRAVEL 1-430 NORTH TO CANTRELL/HIGHWAY 10 EXIT #9 TO STOPLIGHT TURN LEFT OR WEST ON CANTRELL/HWY 10 FOR .4 MILE TO FIRST
STOPLIGHT. TURN LEFT ON RODNEY PARHAM A WILL TO ROCK VALLEY DRIVE. TURN LEFT ON ROCK VALLEY DRIVE FOR .4 MILE TO GATE OF
WATER TREATMENT CENTER. READ INSTRUCTIONS FOR ACCESS AT THIS GATE. TELL THEM WHO YOU ARE THAT YOU ARE GOING TO THE
TELECORP WIRELESS MONOPOLE.
WANKR APaL
BOX-
/
(FROM FACE TO / IND
REBAR
29,00' //PARENT TRACT BOUND.) 11.00' ` W/ CAP
920.5'
O
PROPOSED EXISTING ICE ICE L 5 (FROM EQUIP.
L BRIDGE BRIDGE I EXISTING I ' TO PARENT
_ ,7kA CONC. BTS PAD , TRACT BOUND.)
�J-J47.8'
1 4 5
7 5 A � (FROM
''1 - .5 '' PAREN
5 J
1s EXISTING
•�LIO..p FOUNDATION
EXISTING
AREA TO 1(FROM FACE TO
T BOUND.) PARENT TRACT BOUND-)
I
W-1
g 1 1 -- ^:
6'
L11 w
MONOPOLE I POWER M
BOX � ' V I
Jd
W
1
_
p 0
M V I
PROPOSED
L13 N) w O
:n
CRICKET
LEASE AREAO^
00 I.
I
in I
Z• 0
W
I
FENCE
-
-
S 88'06'56" W_
".--.
FND
w o
40.00' (D & M) FNJ
,4 REBAR
W/ CAP
388.5'
"'4j
d
P4 REBAR
o
W CAP
J 00
(FROM EQUIP. 39
.5'-r,
TO PARENT
¢ w
TRACT BOUND.)
(FROM FACE
TO PARENT
.3 .7' TRACT BOUND.)
SCALE: 1"=10'
CITY OF
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BEFORE
YOU CIG .....
1-800-482-8998
"ARKANSAS ONE CALL"
LITTLE ROCK
I��;
I
- DRAWING
SITE COORDINATES: 1-430 RT 10 SITE LIT -039A
DATUM: NAD -83
CENTER OF EXISTING TOWER 34'46'56.18023" NORTH LATITUDE
92'23'33.07893" WEST LONGITUDE
561.18' (GROUND) NGVD 1929
DATUM: NAD --83
NORTHWEST CORNER OF SITE 34'46'56.23920" NORTH LATITUDE
92°23'33.13349" WEST LONGITUDE
561.07' NGVD 1929
DATUM: NAD -83
NORTHEAST CORNER OF SITE 34'46'56,23995" NORTH LATITUDE
92'23'33.02560" WEST LONGITUDE
561.27' NGVD 1929
DATUM; NAD -83
SOUTHEAST CORNER OF SITE 34°46'56.11137" NORTH LATITUDE
92'23'33.02429" WEST LONGITUDE
560.44' NGVD 1929
DATUM: NAD --83
SOUTHWEST CORNER OF SITE 34°46'56.11062" NORTH LATITUDE
92°23'33.13217" WEST LONGITUDE
559.88' NGVD 1929
1 HEREBY CERTIFY TO Cricket Communlcotion; 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.
(DOTE:
LATITUDE AND LONGITUDE ARE BASED 014 THE NORTH AMERICAN DATUM
OF 1983 (NAD 83).
ELEVATIONS ARE BASED ON THE NATIONAL GEODETIC VERTICAL DATUM
OF 1929 (NGVD 1929).
j1„ppu,uL,lgq
STATE OF
ARKANSAS
y 26
i
O BEG NATURE
4t?RR()VETS_,A,E "•!; J!TRATIVEt_ :
�1�ft v:;l<±T ent Sta I.
�� BY Plvnl ilflij in Du
T A}�1 �/,,,�,.�I CJublj i;,q,,/Niicn5 iii Cted On
D z/[x�btt .._
AP1f I Au'PRfD l
SITE 3 PERMi
11T11L-J IP L A N
OF:
-430\RT 10 SITE. (LIT --039A)
HOPE ENGINEERS, Inc.
406 W. South Street
�1NG Denton, Arkansas 72015
(501) 315-0786 FAX (501) 315-0700
FOR USE AND BENEFIT OF:
CRICKET COMMUNICATIONS, I1',IC.
ZONING DRAWING
LEGEND I-430/RT 10 SITE (LIT -039A)
&-Computed point LITTLE
& CANTRELL RD A
*-Found iron pin LITTLE ROCK, ARKANSAS04(
O -Set #6 RB/Plas. Cap
O -Set #5 Rb/Alum. Cap DATE: OCT, 6, 2000 C.A.D. BY; J. WEST REVISED: 11-29-00
D) -Deeded -Measured SCALE: 1"=40' DRAWING NUMBER:00-6787.0 SHEET 1 O F 1
M
P) -Platted I I I-
Permit.