HomeMy WebLinkAboutZ-6530-A Map 301
C
1) 1 3 I _ -_ _ 4
20 0 20 40 60 GRID NORTH
-- ________ S c a l e 1 1 J = 2' BEARINGS ARE RELA RVE
ARKANSAS STATE PLANE GRID NORTH
__ _ _ -- _ -- ---- - (NAD 83)(N. ZONE 0301)
- ---- _ CONVERGENCE AT CENTER OF TOWER=
C0NCTEE
APRO�- - .- _ --._..'-- - _ =001'10'49.91497N
_ 36" RCP - .a.
_ -
° .. P.O.T.-
ESIVIT
1 fIN 26 25 E _
° '.:104.$2' CALCULATED BOUNDARY OF PARENT TRACT (NOT SURVEYED)C
. .. _.
0 SET IRON PIN/{JAIL/SPIKE
121 FOUND CONCRETE R.O.W. MONUMENT
BEN KITTI,ER, JR. SURVEYING CO.
a division of Global Surueyimg Consultants, 1n -
• * #701 N. REYNOLDS ROAD •
&BRYANT, A.RI£A-NSAS 72022 •
• TELE. (501) 847-LAND(5263) •
7DESIGN SGT !FAX (501) 847-WORK(9675) •
• G.P.S. r
SUBLEASE DESCRIPTION:
PART OF THE NORTHEAST QUARTER (NE1/4) OF SECTION 29, TOWNHIP 1 NORTH,
RANGE 12 WEST OF THE FIFTH PRINCIPAL MERIDIAN, PULASKI COUNTY, ARKANSAS,
BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCE AT THE SOUTHEAST CORNER OF THE PROPERTY DESCRIBED IN
INSTRUMENT NUMBER 89 17877 OF THE RECORDS OF PULASKI COUNTY, ARKANSAS,
AS DEEDED TO ARKCO, INC.; THENCE NORTH 86 DEGREES 03 MINUTES 47 SECONDS
WEST 31.35 FEET TO A POINT; THENCE NORTH 03 DEGREES 56 MINUTES 13
SECONDS EAST 52.83 FEET TO A 5/8" REBAR; THENCE NORTH 88 DEGREES 16 MINUTES
42 SECONDS WEST 49.98 FEET TO A 5/8" REBAR; THENCE NORTH 01 DEGREES
36 MINUTES 02 SECONDS EAST 20.01 FEET TO THE POINT OF BEGINNING; THENCE
CONTINUE NORTH 01 DEGREES 36 MINUTES 02 SECONDS EAST 30.00 FEET TO A
5/8" REBAR; THENCE SOUTH 88 DEGREES 02 -MINUTES 50 SECONDS EAST 20.00 FEET
TO A POINT; THENCE SOUTH 01 DEGREES 36 MINUTES 01 SECONDS WEST 30.00
FEET TO A POINT; THENCE NO 8
NORTH 8 DEGREES 02
MINUTES 50 SECONDS WEST
20.00 FEET TO THE POINT OF BEGINNING. AREA CONTAINS 599.741 SQUARE FEET
OR 0.0138 ACRES MORE OR LESS.
AR -102P -O BERGER
ACCESS & UTILITY EASEMENT
A 15 -FOOT WIDE INGRESS EGRESS AND UTILITY EASEMENT ACROSS PART OF THE
NORTHEAST QUARTER (NE14) OF SECTION 29, TOWNSHIP 1 NORTH, RANGE 12 WEST,
P1 LASKI COUNTY, ARKANSAS BEING 7.50 FEET EACH S4DE OF FOLLOWING CENTIERUNE
DESCRIPTION: COMMENCE AT THE SOUTHEAST CORNER OFTHE TRACT OF LAND DEEDED
TO ARKCO, INC. AS DESCRIBED IN RECORD NO. 89 17877 OF THE RECORDS OF THE
DEEDS AND MORTGAGES OF PULASKI COUNTY, ARKANSAS;
THENCE NORTH 86 DEGREES 03 -MINUTES 47 SECONDS WEST, ALONG THE SOUTH LANE
OF SAID TRACT, 31.35 FEET; THENCE NORTH 03 DEGREES 56 MINUTES 13 SECONDS
52.83 FEET TO A #5 REBAR; THENCE NORTH 01 DEGREES 31 MINUTES 04 SECONDS
EAST 49.81 FEET TO A #5 REBAR; THENCE SOUTH 88 DEGREES 02 MINUTES 50
SECONDS WEST 17.12 FEET TO T -HE POINT OF-&EGINNiNG OF THE -EASEMENT -HEREIN
DESCRIBED; THENCE NORTH 07 DEGREES 46 MINUTES 57 SECONDS EAST 73.38 FEET
TO A POINT; THENCE NORTH 05 DEGREES 01 MINUTES 57 SECONDS EAST 253.54
FEET TO A POINT; THENCE NORTH 06 DEGREES 26 MINUTES 25 SECONDS EAST 104.82
FEET TO A POINT ON THE SOUTHERLY RIGHT OF WAY OF WEST 6OT+4 STREET AND THE
POINT OF TERMINATION.
CERTIFIED TO: NEXTEL WIP LEASE CORP. dba NEXTEL PARTNERS;
SiteExcell, LLC
BEARINGS ARE RELATIVE TO THE ARKANSAS STATE COORDINATE GRID SYSTEM
(NAD - 83, NORTH ZONE 0301).
I, Paxton R. Singleton, ARKANSAS REGISTERED LAND SURVEYOR NUMBER 1402
DECLARE THAT THE SURVEY SHOWN ON THIS PLAT WAS MADE BY ME OR UNDER MY
SUPERVISION ON DECEMBER 15, 2000 AND THAT THE RESULTS OF THE SURVEY ARE
REPRESENTED ON THIS PLAT TO THE BEST OF MY PROFESSIONAL KNOWLEDGE AND
BELIEF, THIS DECLARATION IS FOR AND IS LIMITED TO THE SPECIFIC PARTIES THIS
SO 4R.'
DE FO .
Paxtoeton DATE: January 5, 2001
ARK. 1402
LINE LEGEND
E---OE----OE-----OE-OE-
vE-----UE UE
PARENT LEASE DESCRIPTION
LEGAL DESCRIPTION FOR PARENT TRACT:
A TRACT OF LAND LYING IN PART OF THE NORTHEAST QUARTER (NET OF SECTION
A TRACT OF LAND LYING IN THE NORTHEAST QUARTER (NE1/4) OF SECTION 29,
29, TOWNSHIP 1 NORTH, RANGE 12 WEST, PULASKI COUNTY, ARKANSASS,, BEING MORE
TOWNSHIP 1 NORTH, RANGE 12 WEST, PULASKI COUNTY, ARKANSAS, BEING MORE
CORNER
PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF
PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST
OF
THE TRACT OF LAND DEEDED TO ARKCO, INC. AS DESCRIBED IN RECORD N0.
OF THE NORTHEAST QUARTER (NE1/4) OF THE NORTHEAST QUARTER (NE1/4)
89 17877 OF THE RECORDS OF THE DEEDS AND MORTGAGES OF PULASKI COUNTY,
SAID SECTION 29; THENCE RUN SOUTH 18.5 FEET TO A POINT;
ARKANSAS; THENCE NORTH 86 DEGREES 3S9 MINUTES 15 SECONDS WEST, ALONG THE
THENCE SOUTH 88 DEGREES 53 MINUTES EAST 321.9 FEET TO A POINT
SOUTH LINE OF SAID TRACT, 31.35 FEET; THENCE NORTH 03 DEGREES 20 MINUTES 45
OF BEGINNING; THENCE RUN ALONG A CURVE TO THE RIGHT (BEING THE
SECONDS EAST 52.83 FEET TO A #5 REBAR AND THE POINT OF BEGINNING; THENCE
NORTHERLY AND EASTERLY RIGHT OF WAY OF A 30 FOOT RAILROAD) HAVING A
NORTH 88 DEGREES 52 MINUTES 10 SECONDS WEST 50.00 FEET TO A #5 REBAR;
RADIUS OF 367.0 FEET AND FOLLOWING A CHORD OF NORTH 40 DEGREES 30
THENCE NORTH 01 DEGREES 07 MINUTES .50 SECONDS EAST 50.00 FEET TOA #5
MINUTES WEST 507.15 FEET TO A POINT ON THE SAID EASTERLY RIGHT OF WAY
REBAR; THENCE SOUTH 88 DEGREES 52 MIINUTES 10 SECONDS EAST 50.00 FEET TO
OF A 30 FOOT RAILROAD TRACK; THENCE RUN NORTH 00 DEGREES 55 MINUTES
A #5 REBAR; THENCE SOUTH 01 DEGREES 07 MINUTES 50 SECONDS WEST 50.00
FEET TO A POINT ON THE SOUTHERTHLY RIGHT OF WAY OF WEST 60TH
WEST 57.05 E
FEET TO THE POINT OF BEGINNI G: CONTAIINING 0.057 ACRES MORE OR LESS.
�--
__
STREET, THENCE RUN ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 920.0
AND FOLLOWING A CHORD OF NORTH 77 DEGREES 48 MINUTES EAST 423.E FEET
ALSO: A 12 -FOOT -WIDE EASEMENT FOR UTTILITIES, INGRESS, AND EGRESS BETWEEN
FEET THENCE
TO A POINT ON THE SAID SOUTH RIGHT OF WAY OF WEST 60TH STREET; TH
WEST 60TH STREET AND THE LEASE BOUNDARY DESCRIBED ABOVE, BEING SIX FEET
SOUTH 88 DEGREES 53 MINUTES EAST 120.0 FEET TO A POINT; THENCE RUN
EITHER SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: BEGINNING AT THE MIDPOINT
SOUTH 01. DEGREES 07 MINUTES WEST 533.5 FEET TO A POINT ON THE NORTH
OF THE NORTH SIDE OF THE LEASED BOUNDARY DESCRIBED ABOVE: THENCE NORTH
RIGHT OF WAY OF CHICAGO ROCK ISLAND AND PACIFIC RAILROAD; THENCE WEST
04 DEGREES 02 MINUTES 27 SECONDS EAST 431.71 FEET TO THE SOUTH RIGHT OF
ALONG SAID RIGHT OF WAY 193.65 FEET TO THE POINT OF BEGINNING.
WAY OF WEST 60TH STREET AND THE END OF THE CENTERLINE OF SAID EASEMENT.
ONLY AS
THE SIDE LINES ARE INTENDED TO TERMINATE IN THE SOUTH RIGHT OF WAY OF
FLOOD STATEMENT:
WEST 60TH STREET AND THE SAID LEASE BOUNDARY.
GRAPHIC PLOTTING OF THE INFORMATION SHOWN ON FLOOD INSURANCE RATE MAP
PROPERY
UTILITY EASEMENT: A UTILITY EASEMENT, 15 FEET WIDE, LYING WITHIN A TRACT OF
NO.050183 0017E DATED NOVEMBER 3 ,1993 JNDICATES THAT THE
FLOOD HAZARD
LAND DEEDED TO ARKCO, INC., AS DESCRIED IN RECORD NO. 89 17877 OF THE
SHOWN HEREON UES WITHIN ZQNE'AE"AND IS WITHIN A SPECIAL
RECORDS OF DEEDS AND MORTGAGES OF PULASKI COUNTY, ARKANSAS, IN PART OF
AREA.
THE NORTHEAST QUARTER (NE1/4) OF SECTION 29, TOWNSHIP 1 NORTH, RANGE 12
TITLE RESEARCH DISCLAIMER
WEST, PULASKI COUNTY, ARKANSAS, THE SIDE LINES BEING 7.50 FEET EITHER SIDE
`.SOUTH
OF THE FOLLOWING DESCRIBED CENTERLINE: BEGINNING AT A POINT ON THE
EASEMENTS AND RIGHTS OF WAY OF WHICH THE SURVEYOR HAS KNOWLEDGE
LINE OF THE TELECORP LEASE BOUNDARY, ON THE SAID ARKCO PROPERTY, WHICH IS
ALL
OF THE DATE OF THIS SURVEY, THE SURVEYOR HAS
7.50 FEET SOUTH 88 DEGREES 52 MINUTES 10 SECONDS EAST FROM THE SOUTHWEST
HAVE BEEN SHOWN HEREON. AS
WITH A CURRENT TITLE COMMITMENT. THE SURVEYOR HAS
CORNER OF SAID LEASE BOUNDARY; THENCE SOUTH 20 DEGREES 56 MINUTES 58
NOT BEEN PROVIDED
INVESTIGATION OR INDEPENDENT SEARCH FOR EASEMENTS OF RECORD,
SECONDS WEST 50.60 FEET TO A UTILITY !POLE AND THE END OF SAID CENTERLINE.
_D THE
MING
MADE NO
ENCUMBRANCES, RESTRICTIVE COVENANTS, OWNERSHIP TITLE EVIDENCE OR ANY
THESIDE LINESTO TO ENCOMPASS SO SAID POLE AS TO TERMINATEASE
ITH IN
THE NTENRTH D HA
OTHER FACTS AN ACCURATE TITLE SEARCH MAY DISCLOSE.
BOUNDARRADIUS OF 7.50 FEET.
PICKERING FIRM INCORPORATED UNDERGROUND UTILITIES DISCLAIMER
INFORMATION REGARDING THE REPUTED PRESENCE, SIZE, CHARACTER AND
LOCATION OF EXISTING UNDERGROUND UTILITIES AND STRUCTURES RELATED
SYMBOL LEGEND ABBREVIATIONS
TO UNDERGROUND UTILITIES IS SHOWN HEREON. THERE IS NO CERTAINTY
_
OF THE ACCURACY OF THIS INFORMATION AND IT SHALL BE CONSIDERED IN
O POWER POLE EP EDGE OF PAVEMENT
THAT LIGHT BY THOSE USING THIS DRAWING. THE LOCATION AND
ARRANGEMENT OF UNDERGROUND UTILITIES AND STRUCTURES RELATED TO
M) METER POLE
S SERVICE POLE ROW RIGHT OF WAY
UNDERGROUND UTILITIES SHOWN HEREON MAY BE INACCURATE AND UTILITIES
B) BRACE POLE CL CENTERLINE
AND STRUCTURES RELATED TO UNDERGROUND UTILITIES NOT SHOWN MAY BE
0 METAL TRAFFIC POLE RCP REINFORCED CONCRETE PIPE
ENCOUNTERED. THE OWNER, HIS EMPLOYEES, HIS CONSULTANTS AND HIS
DISTINCTLY UNDERSTAND THAT THE SURVEYOR
LIGHT POLL CONC CONCRETE
CONTRACTORS SHALL HEREBY
IS NOT RESPONSIBLE FOR THE CORRECTNESS OF SUFFICIENCY OF THIS
Q ELECTRIC BOX CMP CORRUGATED METAL PIPE
INFORMATION REGARDING THE UNDERGROUND UTILITIES AND STRUCTURES
p- ANCHOR GUY It SUBJECT PROPERTY LINE
RELATED TO UNDERGROUND UTILITIES SHOWN HEREON.
O TELEPHONE PEDESTAL
TC TOP OF CURB
BENCHMARK
OS SANITARY SEWER MANHOLE
TBM ELEVATION DATUM IS BASED UPON CONVENTIONAL SURVEY METHODS.
® CLEAN-OUT BC BOTTOM OF CURB
ELEVATIONS SHOWN HEREON ARE BASED UPON NGVD 1929 DATUM
GV POB POINT OF BEGINNING
GAS VALVE
THE ELEVATION BENCHMARK WAS TRANSFERRED FROM THE PULASKI
m HCR HANDICAP RAMP
AREA GEOGRAPHIC INFORMATION SYSTEM MONUMENT NO. 2030-002
WATER VALVE
AND IS BELIEVED TO BE WITHIN +/- ONE FOOT TO TRUE MSL, BUT IT IS
WATER METER/WATER SHIUTOFF HANDICAP PARKING/ACCESS
NOT CERTIFIED AS SUCH.
FIRE HYDRANT
EXISTIN9 TOWER INFORMATION
CURB INLET
CENTER OF TOWER
❑ DRAIN INLET
IAT = 34'41'34.97971"
Q STORM SEINER MANHOLE
LON = 92.18'36.88596"
TOP OF PAD EL=252.66'®
TOP OF MONOPOLE STRUCTURE EL=397.83'
MONITOR WELL
TOP OF ANTENNA EL=403.26'
O FOUND IRON PIN/NAIL/SP'IKE
0 SET IRON PIN/{JAIL/SPIKE
121 FOUND CONCRETE R.O.W. MONUMENT
BEN KITTI,ER, JR. SURVEYING CO.
a division of Global Surueyimg Consultants, 1n -
• * #701 N. REYNOLDS ROAD •
&BRYANT, A.RI£A-NSAS 72022 •
• TELE. (501) 847-LAND(5263) •
7DESIGN SGT !FAX (501) 847-WORK(9675) •
• G.P.S. r
SUBLEASE DESCRIPTION:
PART OF THE NORTHEAST QUARTER (NE1/4) OF SECTION 29, TOWNHIP 1 NORTH,
RANGE 12 WEST OF THE FIFTH PRINCIPAL MERIDIAN, PULASKI COUNTY, ARKANSAS,
BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCE AT THE SOUTHEAST CORNER OF THE PROPERTY DESCRIBED IN
INSTRUMENT NUMBER 89 17877 OF THE RECORDS OF PULASKI COUNTY, ARKANSAS,
AS DEEDED TO ARKCO, INC.; THENCE NORTH 86 DEGREES 03 MINUTES 47 SECONDS
WEST 31.35 FEET TO A POINT; THENCE NORTH 03 DEGREES 56 MINUTES 13
SECONDS EAST 52.83 FEET TO A 5/8" REBAR; THENCE NORTH 88 DEGREES 16 MINUTES
42 SECONDS WEST 49.98 FEET TO A 5/8" REBAR; THENCE NORTH 01 DEGREES
36 MINUTES 02 SECONDS EAST 20.01 FEET TO THE POINT OF BEGINNING; THENCE
CONTINUE NORTH 01 DEGREES 36 MINUTES 02 SECONDS EAST 30.00 FEET TO A
5/8" REBAR; THENCE SOUTH 88 DEGREES 02 -MINUTES 50 SECONDS EAST 20.00 FEET
TO A POINT; THENCE SOUTH 01 DEGREES 36 MINUTES 01 SECONDS WEST 30.00
FEET TO A POINT; THENCE NO 8
NORTH 8 DEGREES 02
MINUTES 50 SECONDS WEST
20.00 FEET TO THE POINT OF BEGINNING. AREA CONTAINS 599.741 SQUARE FEET
OR 0.0138 ACRES MORE OR LESS.
AR -102P -O BERGER
ACCESS & UTILITY EASEMENT
A 15 -FOOT WIDE INGRESS EGRESS AND UTILITY EASEMENT ACROSS PART OF THE
NORTHEAST QUARTER (NE14) OF SECTION 29, TOWNSHIP 1 NORTH, RANGE 12 WEST,
P1 LASKI COUNTY, ARKANSAS BEING 7.50 FEET EACH S4DE OF FOLLOWING CENTIERUNE
DESCRIPTION: COMMENCE AT THE SOUTHEAST CORNER OFTHE TRACT OF LAND DEEDED
TO ARKCO, INC. AS DESCRIBED IN RECORD NO. 89 17877 OF THE RECORDS OF THE
DEEDS AND MORTGAGES OF PULASKI COUNTY, ARKANSAS;
THENCE NORTH 86 DEGREES 03 -MINUTES 47 SECONDS WEST, ALONG THE SOUTH LANE
OF SAID TRACT, 31.35 FEET; THENCE NORTH 03 DEGREES 56 MINUTES 13 SECONDS
52.83 FEET TO A #5 REBAR; THENCE NORTH 01 DEGREES 31 MINUTES 04 SECONDS
EAST 49.81 FEET TO A #5 REBAR; THENCE SOUTH 88 DEGREES 02 MINUTES 50
SECONDS WEST 17.12 FEET TO T -HE POINT OF-&EGINNiNG OF THE -EASEMENT -HEREIN
DESCRIBED; THENCE NORTH 07 DEGREES 46 MINUTES 57 SECONDS EAST 73.38 FEET
TO A POINT; THENCE NORTH 05 DEGREES 01 MINUTES 57 SECONDS EAST 253.54
FEET TO A POINT; THENCE NORTH 06 DEGREES 26 MINUTES 25 SECONDS EAST 104.82
FEET TO A POINT ON THE SOUTHERLY RIGHT OF WAY OF WEST 6OT+4 STREET AND THE
POINT OF TERMINATION.
CERTIFIED TO: NEXTEL WIP LEASE CORP. dba NEXTEL PARTNERS;
SiteExcell, LLC
BEARINGS ARE RELATIVE TO THE ARKANSAS STATE COORDINATE GRID SYSTEM
(NAD - 83, NORTH ZONE 0301).
I, Paxton R. Singleton, ARKANSAS REGISTERED LAND SURVEYOR NUMBER 1402
DECLARE THAT THE SURVEY SHOWN ON THIS PLAT WAS MADE BY ME OR UNDER MY
SUPERVISION ON DECEMBER 15, 2000 AND THAT THE RESULTS OF THE SURVEY ARE
REPRESENTED ON THIS PLAT TO THE BEST OF MY PROFESSIONAL KNOWLEDGE AND
BELIEF, THIS DECLARATION IS FOR AND IS LIMITED TO THE SPECIFIC PARTIES THIS
SO 4R.'
DE FO .
Paxtoeton DATE: January 5, 2001
ARK. 1402
LINE LEGEND
E---OE----OE-----OE-OE-
vE-----UE UE
E
UE-
OVERHEAD FIECTRIC LINES
UNDERGROUND ELECTRIC LINES
UNDERGROUND GAS LINE
UNDERGROUND WATER LINE
GvG
gI
sS SS SS
S
SS-
UNDERGROUND SANITARY SEWER LINE
;,T--CTOT
NO3.20'45E R. '"'•�
T-
OVERHEAD TELEPHONE LINE
-UT-UT--------UT
T-
UNDERGROUND TELEPHONE LINE
D D
TOWER OH n �
CONCRETE
�° a
�
DRAINAGE/STORM SEWER LINE
x x x x x
4V BASE ICE BRIDGE
x x-
FENCE
- - -
p
a
SUBJECT PROPERTY BOUNDARY
-
GRAVEL SURFACE , V
599.741 sq ft
CENTERLINE
NOTE: ALL SYMBOLS, ABBREVATI
NS,
OR LINESTYLES
DO NOT NECESSARILY
APPEAR ON DRAWING(S).
USE
ONLY AS
APPLICABLE
S o1•s1'9°' a
49.81
LEASE
SWBT Ir
SIGN {�
- -
g N
55.4 25
AD . PAD
ELEVATION01
EI.=251.30'
NO3-50'13'E
^
gI
TO �S
32.&7'
0
V
BASE
NO3.20'45E R. '"'•�
' GRAVEL SURFACE
GALV.,
ICE BRIDGE
MONOPOLE
-
nI
TOWER OH n �
CONCRETE
�° a
�
�
Ih
4V BASE ICE BRIDGE
w O
w
1
GRAVEL SURFACE n
p
a
O
GRAVEL SURFACE , V
599.741 sq ft
C9. O
(m
POWER, I0�0
SOF 36'O,�WI I N
30,00 11.9 ® ,Z bo
r>
SUBLEASE
599.741 ap It
O.0T38 cc. 4Cf TELCO RACK
.0.8. SUBLEASE
200
N 01,38
50.01 �1023
N01'07'50"E 50.00' R. S1.22 �\
6' ch. Ik.
fence w/barb
wire cap
B/B" rb.
ELL=251.69
5/8" rbc
cap#1023
EL=252.47'
a'
W
S 01031 '04 to W
49.61'
_S101007 ) -5.0 11 IN 50.00' R.
GRAVEL SURFACE
48
P.O.B.
PARENT LEASE
5/8" rb.
L�E =251.30'_
MONOP4L f �
AD . PAD
ELEVATION01
/22/01
1O
^
gI
5/8" rbc
cap#1023
EL=252.47'
a'
W
S 01031 '04 to W
49.61'
_S101007 ) -5.0 11 IN 50.00' R.
GRAVEL SURFACE
48
P.O.B.
PARENT LEASE
5/8" rb.
L�E =251.30'_
MONOP4L f �
AD . PAD
ELEVATION01
/22/01
1O
1
w TOWER ON r
TO �S
°
0
V
BASE
GALV.,
ICE BRIDGE
o
-
nI
RaIL °
a
O
Ih
N
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w O
w
1
GRAVEL SURFACE n
p
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cq w O
w
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VICINITY MAP - N.T.S.
�p FROJECT
rAr07 ate_/'.
69 T
29 12•
Tt4
Ad
F.11
K.
IC
REVISIONS:
1
AD . PAD
ELEVATION01
/22/01
1O
25.4
-
A3NEW
1 oS
03/29/01
V
POWER.
w
501036 °02"W
-
J
30.00'
11.9
N
Lf)
®
SUBLEASE
A0
00
599.741 sq ft
POWER &J
I
0.0138 ac.
O p� TELCO RACK
\
N 01036'02"
�
�' P•O.B. SUBLEASE
h
n'
30.00'_
20.01 '
_
_
N
01036'02" E
'
5/8"
rb\ ^'
50.01
cap#1023
iN01°07'50"E
50.004 R
EL=251,22'
`
INSET SCALE 1 " = 10 )
VICINITY MAP - N.T.S.
�p FROJECT
rAr07 ate_/'.
69 T
29 12•
Tt4
Ad
F.11
K.
IC
REVISIONS:
1
AD . PAD
ELEVATION01
/22/01
A2ADJUSTED
TOWER E102/27/01
A3NEW
ACCESS
EASEMENT
03/29/01
PROJECT #: 00-1036.00
DATE: JAN 5 2001
FIELD BOOK: TDS4.8
DRAWN BY: CCC
CHECKED BY: WHIN
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DESCRIPTION:
C:\JO$F LE� S\00103600\
SURVkY\001 036.DWG