HomeMy WebLinkAbout00071519Filed for Record in:
Bid= COWN
On: May 30,20&3 at 03:5W
As a
Recordings
TEMPORARY ACCESS EASEMENT Dwuunt Mwbarl 80m4a
Amount 16.00
Made this 30+t, day of 2002, betwedffellp EE EK
DEVELOPMENT COMPANY (hereinafter led 11GRANTOR")Jaat1(CV p CITY OF
COLLEGE STATION, a Texas Home Rule Municipal Corporation of Brazos County,
Texas (hereinafter called "GRANTEE"),
WITNESSETH:
WHEREAS, GRANTOR is the owner of certain real property, which GRANTOR intends
to develop as a planned residential neighborhood known as PEBBLE CREEK PHASE
9-A.
WHEREAS, GRANTOR is willing to grant to GRANTEE a temporary access easement
for a roadway to be used during the construction period over, across and upon the
following tracts of land, to-wit:
Tract 1 A tract of land containing 0.230 acre of land located in the S.W.
Robertson Survey, Abstract No. 202, Brazos County, Texas, and
being out of the residue of a called 505.19 acre tract described as
Tract 1 in a deed to Pebble Creek Development Company,
recorded in Volume 1671, Page 276, of the Official Records of
Brazos County, Texas, said 0.230 acre being more particularly
decribed by metes and bounds on Exhibit "A" attached hereto and
made a part hereof of all intents and purposes and depicted as
Tract 1 on Exhibit "C" attached hereto.
Tract 2 A tract of land containing 0.230 acre of land located in the S.W.
Robertson Survey, Abstract No. 202, Brazos County, Texas, and
being out of the residue of a called 505.19 acre tract described as
Tract 1 in a deed to Pebble Creek Development Company,
recorded in Volume 1671, Page 276, of the Official Records of
Brazos County, Texas, said 0.230 acre being more particularly
decribed by metes and bounds on Exhibit "B" attached hereto and
made a part hereof of all intents and purposes and depicted as
Tract 2 on Exhibit "C" attached hereto.
NOW, THEREFORE, in consideration of TEN AND NO/100 DOLLARS ($10.00), and
the premises, covenants and undertakings of the parties hereunder, and the mutual
benefits and advantages accruing to the parties hereunder, the receipt and sufficiency
of all of which are hereby acknowledged, the parties covenant and agree as follows:
1. GRANTOR does hereby grant, bargain, sell and convey unto GRANTEE,
its successors and assigns, a temporary access easement in and to the above-
described parcels of land.
This conveyance is only for the right, privilege and easement for the aforesaid
purposes. GRANTOR and its lessees, successors, and assigns shall have the right to
use and to grant to others the right to use the easement area for any purpose which will
not unreasonably interfere with the safe and reasonable use to be made by GRANTEE
therein.
2. GRANTEE covenants and agrees to interfere as little as possible with the
normal flow of vehicular and pedestrian traffic over and upon the site.
bg/group/o%ssements/pebblecreek phase 91roadwayeasemen0emporary access easement doc
05/152002
3. The easement is intended to be temporary, but the rights granted
hereunder shall not terminate until GRANTOR, or its successors, have dedicated the
streets and/or roadways of its subsequent phase(s) by final plat in accordance with the
City of College Station Code of Ordinances, as approved by GRANTEE, and constructs
such streets or roadways in accordance with said plat/plats that satisfy the emergency
fire turnaround requirements required by Chapter 9, Section 8-G.5 and Chapter 6,
Section B.(4)602.6.7(a), of the City of College Station Code of Ordinances.
4. GRANTOR warrants that the right of GRANTEE shall be superior to those
of all persons claiming under or through GRANTOR but not otherwise.
IN WITNESS WHEREOF, the parties hereto have caused this agreement to be
executed by their proper officers and their corporate seals to be duly affixed, as of the
day and year aforesaid.
PEBBLE CREEK DEVELOPMENT COMPANY
BY: X40V~
D DUNG, Vice-President
Approved as to Form.
This document may not
be changed without
re-submission for approval
City Attorney
THE STATE OF TEXAS §
COUNTY OF BRAZOS §
1!!M!2M!RM - -
z ^ • Nntxry Public, State of Texas
Aa~ 1, Laos
ACKNOWLEDGEMENT
3SJo
This instrument was acknowledged before me on the, day of , 2002,
by DAVIS M. YOUNG, Vice-President of PEBBLE CREEK DEV OPMENT
COMPANY, on behalf of said company.
BRENDA S. GODFREY
Notary Public in and for the Stat of Te as
,f My Commission Expires
VIII"
PREPARED IN THE OFFICE OF: AFTER RECORDING, RETURN TO:
City of College Station City of College Station
Legal Department Legal Department
P.O. Box 9960 P.O. Box 9960
College Station, Texas 77842-9960 College Station, Texas 77842-9960
bglgrouploleasementslpebblecreek phase 91roadwayeasement4emporary access easement. doc
05115/2002
~VALLACE
GROUP,
% ic' ,
E N G I N E E R S PEBBLE CREEK. PHASE 9-A
A R C H I T E C T S TEMPORARY ROADWAY EASEMENT
P L A N N E R S
S U R V E Y O R S
A 0.230 ACRE OF LAND LOCATED IN THE S.W.
FIELD NOTES FOR TRACT 1
W A C O
K I L L E E N
,
ROBERTSON SURVEY, ABSTRACT NO. 202, BRAZOS COUNTY, TEXAS AND BEING
OUT THE RESIDUE OF A CALLED 505.19 ACRE TRACT DESCRIBED AS TRACT I IN A
A U S T I N
0 A E t A S
DEED TO PEBBLE CREEK DEVELOPMENT COMPANY, RECORDED IN VOLUME 1671,
R O U N D R O C K
PAGE 276 OF THE OFFICIAL DEED RECORDS OF BRAZOS COUNTY, TEXAS. SAID 0.230
ACRE BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS
•
FOLLOWS:
COMMENCING AT A W DIAMETER REBAR FOUND MARKING THE SOUTHEAST
CORNER OF LOT 86, BLOCK 25 OF PEBBLE CREEK, PHASE 8-C, RECORDED IN
VOLUME 4113, PAGE 64 OF SAID DEED RECORDS, MARKING A CORNER OF THE
-
ABOVE MENTIONED RESIDUE OF THE 505.19 ACRE TRACT, FROM WHICH A V2"
DIAMETER REBAR FOUND ALONG THE EASTERLY LINE OF SAID PHASE 8-C BEARS
-
N 07°58'02" E - 304.66' (BASE BEARING PLATTED CALL PHASE 8-C);
THENCE LEAVING SAID LINE OF PHASE 8-C, THROUGH THE INTERIOR OF THE
Dan Fuh..rty. R,P.I.S.
19 ACRE TRACT ALONG THE SOUTH LINE OF THE PROPOSED
RESIDUE OF THE 505
SeAn IlAh"ty R.Pt.S.
Krvinllmwl.R.Pt.S.
.
PEBBLE CREEK, PHASE 9-A THE FOLLOWING 3 COURSES:
c^w rM/ek. A.I.A.
Mika K-N-y. Pt., R.PI.S.
David M.n•k. Pt.
I) S 45°16'58" W - 13.25' TO A 1/2" DIAMETER REBAR PLACED FOR AN ANGLE
Mian A. wD4n4-I. P I.
1 1. Mir,mf Jr.. R.►k.S.
POINT,
DanNimm,R.►k.S.
2) S 82°01'58" E- 136.35' TO A'/i' DIAMETER REBAR PLACED FOR AN ANGLE
I.A.'I.kr P^14% It. PI.
S,°I111ney,RAL.s.
POINT,
Lynn Siml-m. R.L.S.
3) ANDS 07°58'02" W - 61.70' TO A 1/i' DIAMETER REBAR PLACED FOR THE POINT
DAvid P Smith, PC.
Darr,•n wrkw% A.I.A.
OF BEGINNING OF THE HEREIN DESCRIBED TRACT;
c~X.-1.1-41- Walker. It., PE.
It.E.'bnli WARAce, PF.. R.►I.S.
onto E.wirvh•rlt„ hl. Ft.
00' TO A POINT FOR A NORTH CORNER OF THE HEREIN
THENCE S 82°01'58" E - 60
-,h. F. W,nkh4• Pt.
.
DESCRIBED TRACT;
THENCE N 88°53'26" E - 20.25' TO A POINT FOR THE NORTHEAST CORNER OF THE
HEREIN DESCRIBED TRACT;
THENCE S 07°58'02" W - 103.20' TO A POINT FOR THE SOUTHEAST CORNER OF THE
HEREIN DESCRIBED TRACT;
THENCE N 82°01'58" W - 100.00' TO A POINT FOR THE SOUTHWEST CORNER OF THE
-
HEREIN DESCRIBED TRACT;
P. 0. ":.22007
Waco, Texas 76702
822S Central Park Drive
Suite 100
Waco, Texas 76712
12 541772.92 72
1800)226.1683
FaIQS4)776.2924
www.wvtiace•group. Coin
0
EXHIBIT A
THENCE N 07°58'02" E -100.00' TO A POINT FOR THE NORTHWEST CORNER OF THE
HEREIN DESCRIBED TRACT;
THENCE S 82°01'58" E - 20.00' TO THE POINT OF BEGINNING.
OF 7& SURVEYED: JULY 6, 2001
,`e~., • d~STiEip~,•
KEVI{ R. HESSEL
..%g~ 5344 e~0 VIN R ESSEL, R.P.L.S. 0.5344
9 • ~~s~~
SU
WO#12671
PLAT REF: A-3891
12671-FN-04.DOC
MAP CHECKED BY SRJ
.01
EXHIBIT-
WA L LA\,E
GROUP,
iN C-V-/)
PEBBLE CREEK, PHASE 9-A
E N G I N E E R S
A R C H I T E C T S
TEMPORARY ROADWAY EASEMENT
P L A N N E R S
S U R V E Y O R S
FIELD NOTES FOR TRACT 2, A 0.230 ACRE OF LAND LOCATED IN THE S.W.
w A C O
K 1 L L E IN
ROBERTSON SURVEY, ABSTRACT NO. 202, BRAZOS COUNTY, TEXAS AND BEING
TEMPLE
OUT THE RESIDUE OF A CALLED 505.19 ACRE TRACT DESCRIBED AS TRACT 1 A
A U s T I N
D A L L A S
DEED TO PEBBLE CREEK DEVELOPMENT COMPANY, RECORDED IN VOLUME 1671,
R O U N D R O C K
PAGE 276 OF THE OFFICIAL DEED RECORDS OF BRAZOS COUNTY, TEXAS. SAID 0.230
ACRE BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS
FOLLOWS:
COMMENCING AT A W' DIAMETER REBAR FOUND MARKING THE EAST CORNER OF
LOT 5, BLOCK 33 OF PEBBLE CREEK, PHASE 8-A, RECORDED IN VOLUME 3298, PAGE
239 OF SAID DEED RECORDS, MARKING A CORNER OF THE ABOVE MENTIONED
-
RESIDUE OF THE 505.19 ACRE TRACT, FROM WHICH A % DIAMETER REBAR FOUND
-
ALONG THE EASTERLY LINE OF SAID PHASE 8-A BEARS S 49053'50" W - 310.00' (BASE
- " - "
BEARING PLATTED CALL PHASE 8-A);
THENCE LEAVING SAID LINE OF PHASE 8-A, THROUGH THE INTERIOR OF THE
Dan Flahey, R.PI.s.
RESIDUE OF THE 505.19 ACRE TRACT ALONG THE EAST LINE OF THE PROPOSED
Sl'an Flaaheertyy, , R.P.l.S.
K-in Hr,~1, R.PL.S.
PEBBLE CREEK, PHASE 9-A THE FOLLOWING 3 COURSES:
Cwwr )en k. A.I.A.
Mike Keahey, PC., R.P.L.S.
Ddvi,l m4wk, PE.
I ) S 40-06'10" E - 149.50' TO A t/2" DIAMETER REBAR PLACED FOR AN ANGLE
Brian A. McDaniel, P.E.
Thomaal, Mirtmr)r., R.P.L.S.
Dan Nixon, R.P.L.S.
POINT,
2) S 1(°03'26" E - 51.87' TO A L/2" DIAMETER REBAR PLACED FOR AN ANGLE
I.A. -lake' Pavla,, If., P.E.
Scow P.--y. R.PL.S.
POINT,
Lynn Simplum.
►E S
3) AND S 63°04'22" E - 176.24' TO A L/V DIAMETER REBAR PLACED FOR THE POINT
David P. Smith,
Darm11 Vlcken, A.I.A.
OF BEGINNING OF THE HEREIN DESCRIBED TRACT;
cowr E.'kd- Walker, If., P.E.
R.E.'Buli Wallace., RE., R.P.L.S.
Otto E. wied,•rhold, PE.
THENCE N 63°04'22" W - 75.00' TO A POINT FOR A WE6T CORNER OF THE HEREIN
h,hn F. Winkler, PE.
DESCRIBED TRACT;
THENCE N 26°55'38" E - 100.00' TO A POINT FOR THE NORTH CORNER OF THE
HEREIN DESCRIBED TRACT;
- -
' -
THENCE S 63°04'22" E -100.00' TO A POINT FOR THE EAST CORNER OF THE HEREIN
_
DESCRIBED TRACT;
- -
THENCE S 26°55'38" W - 100.00' TO A POINT FOR THE SOUTH CORNER OF THE
- - -
HEREIN DESCRIBED TRACT;
THENCE N 63°04'22" W - 25.00' TO THE POINT OF BEGINNING.
SURVEYED: JULY-L2001 1
_ -
OF
TF
'
.
G~yTSRF.•~9
VIN R. H SEL, R.P.L.S. N . 5344
~
• KEV{N R. HESSEL •
WO #12671
Box 22007
P
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•5344
+tfi'•
~
.
PLAT REF: A-3891
DOC
FN
07
12671
.
.
Waco, texas 7670:
~
g
SURD
•
-
.
MAP CHECKED BY SRJ
6225 Central Park Drive
Suite 100
Waco, Texas 76712
( 2S4) 772-9272
(800)336.1683
Fax(2S4)776.2924
www.wallice-group.com
EXHIBIT .4
A
~ / \ -0610
10.00
S 10'03 26 E
w rALL ` S 6176.24 E
• O 1 tR~cr Cs
1 ~►''~.,L a ACRE IEWPatARY
N A.*M NT.
, , / ` \ t3ADwAY•EA!'Ei~?f
i
l 23 ♦ • 0 - 15'4,V45*
~L ~ 4R - 243.00'.
i I + CHO 1.! .64'
1 \ Y PALL ` 4% 34'18'00' w
/ 24o * \ 4 2y~2yt• lC6lJ t0f
• N i 3 335.30E J\ Y
i
33 ~ tb 20.
< 0 -037 33
` O 129.6 L R 47&
- 5.19'ar
Q , 4 32 2e \ BOO. CHD -5.19
R 7R I~ At 28 2
< 31 27
N 400610 + \ \
(u 80.51' 2s +
30 L W PALL
2730 O6 E / \ \t• • . 13 w -MR x v
L WP L PROPOSED -
co 0 - 22'46'45'
R - Saar PEBBLE CREEK 12 ° 238.4(Y
LcHo -9.~•V sue.. 1~ » !f 7` 1
o PHA- )SRE 9-A
' N 4 11
180 00 20 s bd " . 8
21
~a"liar a\ B~ ` ` ' s 10
V 12 O /a v PALL
C► e / 9 s u~ t~ w
iao.ow 17 L 0/ S 826 016 W \ I ` '
3 3 V
to4.3o' ~t ..ALL / : ~ \ \ s 48 1'01 w
Em"
VMMdL- PML-
R 2 S 4933 so w N 433 2~ W
W R ' Ma S 2333 09 W N 08'32 2¢ W 1 0 - 391649
'-t h _ to dR f v R -50.00'
L-34.86'
110 4 1RL ~ r.R fA r-. 1 I I N 8 '01 S6 W N 7330'09 W CND - 34.16'
\ s 8'34'10' W
(u N 0738 02' E ';ar S 0738'0 W 1 S 06
L "°`"A.
me OR~ EIL
44516 58 E
112V 25 . .ALL (NOT PLATTED) 1
~
Nr PEBBLE CREEK DEVELOPMENT COMPANY
r+ G N 82'015a W RESIDUE OF CALLED 505.f9 ACRES
sy DESCRIBED AS TRACT f
VOLUME 1671. PACE 276
82Tn'se; w m J OFFICIAL DEED RECORDS OF BRAZOS COUNTY
j 1
. N 0735 02 E J s o738 02 w
II
N 82-01 55 W TRACT 1 S 8533 26 w I I
0.230 ACRE TEMPORARY
RonDWAY EASEMENT
EXHIBIT OF TEMPORARY ROADWAY EASEMENTS
O
-I-'
Yin THE WA! LACE CROUP, INC.
Q ENGINEERS * ARCHITECTS * PLANNERS * SURVEYORS
WACO * KILLEEN * AUSTIN * TEMPLE * DALLAS
d 0 200 400 PLAT NO. A- 3891 DATE 07-19-01
/ SCALE WORK ORDER NO. 12671 DRAWN BY SRJ
DIGITAL FILE 12671ESMT.dwg FIELDBOOK/PG. XX/XX
L7
EXHIBIT
310.00 s S 40t>e t E
' - '
S 10 E / / ,a ruc S 1 51.aT E
- 22,.".u + S E 20 O 4/76.
- - ,auc
19 A ~ ~ ~ TIIiR f
~roz5~v s 23 7 D _ 15'4446
- ` w A R _ 425.00'
- - \ a d • L - 61.83'
- z CND - MAW
} 34 'a' 4 S 34.44'00' w
e ` 13284'
N 17'I 04 E
364.30'
33 IS - r B 20.
' + ♦ O ' 129.6 R ED) - 4477&&
L - 519'
311 1 26 \ CND - 5.19'
/ 28 n \!Q J + b. 7 N 4705'41' E W% 31 1 N 400670 \ I°4,~ \ Z/
80.81' W
PROPOSED
0 1 .3Y
DRAINAGE T
" 2159E ~ 0 24 \ PEBBLE CREEK i I AND
D _ 2746'45 1a !71 7H
R - ~ar PHASE 9-A " ° 23a.4~
L _49.45' >a
cNtD - ea67 ,e 7 7- R
\ l 4 y
N E a 18 as tt
s 180'
d" , e
S 43 E
j~dRt-fCij~\ to a r p 4 ^maw
Ulf/illJ, PICT t~.\ ~ + 4 ~ t
b e , 10
N 40106 t0 +i° a S +C a f S 1?~ W
~T
180.00 4 4 r
T 17 J
J 104 .30' ,a ...L 0.134 ACK s 'o w
to
Z o 4 s S 49 w N 455 w a 137.00
14
I7 y y I ,a ea s 23-35 09 w N oa 59,40' 1 w R- 50.05°0'49
N w N 7 09 W 1^ pq - 34.16'
s 7654 .10• w
U N o 02 E fsoa = L,~ . s o w S 08
34
or.
1.397 ACRE PUBLIC UIRJTY
4576 E 86 I 25 AND DRAINAGE EASEMENT
13.25' ,a rut
j~N(I N 62'01 w 91
r--I 95 `I I
4 / No 0 E
s 25 w
VMI%W- PAGE-
1.397 ACRE PUBLIC UTLITY ,
AND DRAINAGE EASEMENT
ZI +
SCALE 1'- 200'
(NOT PLATTED)
.D PEBBLE CREEK DEVELOPMENT COMPANY
U RESIDUE OF CALLED 505.19 ACRES
DESCRIBED AS TRACT 1 W ;
VOLUME 1671, PACE 276
OFFICIAL DEED RECORDS OF BRAZOS COUNTY L
3 a
-0 z
EXHIBIT OF A 1.597 ACRE PUBLIC UTILITY AND DRAINAGE y
EASEMENT OUT OF THE RESIDUE OF A CALLED 505.19 ACRE
TRACT DESCRIBED IN A DEED TO PEBBLE CREEK 4
DEVELOPMENT COMPANY RECORDED IN VOLUME 1671, PAGE 276
OF THE OFFICIAL DEED RECORDS OF BRAZOS CGUM 4 TEXAS
i
t-
y
N "WW w
2MW
w
THE
WALLACE
GROUP
INC
,
.
ENGINEERS *
ARCHITECTS *
PLANNERS
* SURVEYORS
WACO * KILLEEN * AUSTIN * TEMPLE
* DALLAS
C5
J
0 200 400
PLAT NO. E-
1621
DRAFT DATE 07-21-01 DRAWN BY SR-1
D
SCALE
WORK ORDER NO. 12671
FIELDBOOK/PG. F/N # 02
-
I
DIGITAL FILE
12671ESMT
2.dwg TAB #
000 762495 OR 44211 249
PUBLIC UTILITY EASEMENT
DATE:
GRANTOR: PEBBLE CREEK DEVELOPMENT COMPANY
GRANTOR'S MAILING ADDRESS: 4500 Pebble Creek Parkway
Brazos County
College Station, TX 77845
GRANTEE: CITY OF COLLEGE STATION, TEXAS
GRANTEE'S MAILING ADDRESS: 1101 Texas Avenue
Brazos County
College Station, Texas 77842
CONSIDERATION: Ten Dollars ($10.00) and other
good and valuable consideration.
PROPERTY:
FIRST-TRACT:
Being all that certain 0.134 acre of land, more or less, lying and being situated in
the S. W. ROBERTSON SURVEY, Abstract No. 202, in College Station, Brazos
County, Texas, and being out the residue of a called 505.19 acre tract described as
Tract 1 in a deed to Pebble Creek Development Company by deed recorded in
Volume 1671, Page 276, of the Official Records of Brazos County, Texas, said
0.134 acre tract being more particularly described by metes and bounds on Exhibit
"A" attached hereto and made a part hereof for all intents and purposes.
SECOND TRACT:
Being all that certain 1.397 acre of land, more or less, lying and being situated in
the S. W. ROBERTSON SURVEY, Abstract No. 202, in College Station, Brazos
County, Texas, and being out of the residue of a called 505.19 acre tract described
as Tract 1 in a deed to Pebble Creek Development Company by deed recorded in
Volume 1671, Page 276, of the Official Records of Brazos County, Texas, said
1.397 acrexract being more particularly described by metes and bounds on Exhibit
"B" attached hereto and made a part hereof for all intents and purposes.
This conveyance shall grant the rights herein specified only as to that portion of the above-
described Property more particularly described on the attached Exhibit "A" known as the
"easement area," and any additional area outside the easement area necessary to install and attach
equipment, guy wires, and anchors necessary and incident td' the uses of the Easement Area to
erect, construct, install, and thereafter, use, operate, inspect, repair, maintain, reconstruct, modify
and remove the following:
Electric transmission and distribution lines;
Water lines and sanitary sewer lines, connecting lines,
access facilities, and related equipment;
Storm sewers and collection facilities;
Television, telephone, and communications lines;
Drainage ditches, drainage pipes and all other drainage
structures, surface and subsurface;
1
bg/o/group4ega!/easements/pebb/ecreek phase 9AW11tyeasement.doc
12/17/2001
00 762495 OR 44211 259
upon, over, and across the said Property as described and any ways, streets, roads, or alleys
abutting same; and to cut, trim, and control the growth of trees and other vegetation on and in the
easement area or on adjoining property of Grantor, which might interfere with or threaten the
operation and maintenance of any public utility equipment, accessories, or operations. It being
understood and agreed that any and all equipment and facilities placed upon said property shall
remain the property of Grantee.
Grantor expressly subordinates all rights of surface use incident to the mindral estate to the above
described uses of said surface by Grantee, and agrees to lender's subordinations on behalf of
Grantee. Grantor will provide Grantee with the names and addresses of all lenders.
RESERVATIONS AND RESTRICTIONS: None
TO HAVE AND TO HOLD, the rights and interests herein described unto the CITY OF
COLLEGE STATION, TEXAS, and its successors and assigns, forever, and Grantor does hereby
bind himself, his heirs, executors and administrators, to warrant and forever defend, all and
singular, these rights and interests unto the CITY OF COLLEGE STATION, TEXAS, and its
successors and assigns, against every person whomsoever lawfully claiming, or to claim same, or
any part thereof.
PEBBLE CREEK DEVELOPMENT COMPANY
APPROVED AS TO FORM:
City Attorney
THE STATE OF TEXAS §
COUNTY OF BRAZOS §
By:
VIS 0 G, Vice-President
ACKNOWLEDGMENT
This instrument was acknowledged before me on this lptk day of 2001,
by Davis M. Young, Vice-President of PEBBLE CREEK DEVELOPMENT COMPANY.
9 ~tDA i. 0 Or ! ff
A001 Is 2W
PREPARED IN THE OFFICE OF:
City of College Station
Leggal Department
P. O. Box 9960
College Station, TX 77842-9960
Notary Public in and or ASState AFTER RECORDING, RETURN TO:
City of College Station
Leggal Department
P.O. Box 9960
College Station, TX 77842-9960
bg/o/group/legalleasemenulpebblecreek phase 9hallityeasement.doc
/2/1712001
1)
2)
3)
4)
5)
Doc Bk Vol
00762495 OR 4421
S 45°57'23" E - 270.78' PARTWAY WITH THE WEST LINE OF THE PROPOSED 1.397
ACRE PUBLIC UTILITY AND DRAINAGE EASEMENT TO A y4 DIAMETER REBAR
PLACED IN THE WEST LINE OF THE 1.397 ACRES, MARKING AN ANGLE POINT
OF THE HEREIN DESCRIBED TRACT,
S 14°38'42" E - 38.48' ALONG THE WEST LINE OF THE 1.397 ACRES TO A W'
DIAMETER REBAR PLACED, MARKING THE SOUTH CORNER OF THE HEREIN
DESCRIBED TRACT,
N 45°57'23" W - 308.90' TO A'h" DIAMETER REBAR PLACED IN THE S UTH LINE
OF THE 1.397 ACRES, MARKING THE MOST NORTHWEST CORNER OF THE
HEREIN DESCRIBED TRACT,
N 49°53'50" E - 15.43' ALONG THE SOUTH LINE OF THE 1.397 ACRES TO AN
ANGLE POINT OF THE HEREIN DESCRIBED TRACT,
AND N 82°20' 16" E - 5.93' ALONG THE SOUTH LINE OF THE 1.397 ACRES TO THE
POINT OF BEGINNING.
i SURVEYED: PTEMBER 21, 2
ti t^,
KEVIN R H,ESBEL V
VIN R: HESSEL, R. .L.S. NO.
WO#12671
PLAT REF: A-3891
1267 1 -FN-04.DOC
MAP CHECKED BY SRJ
EXHIBIT
279
0
1 H L. Doc Bk Vol
WA L tA;C E 00762495 DR 4421
G ROUP/
'IN C, PEBBLE CREEK. PHASE 9-A
E N G I N E E R S OFFSITE UTILITY AND DRAINAGE EASEMENT
A R C H I T E C T S
P L A N N E R S
S U R V E Y O R S
FIELD NOTES FOR A 0.134 ACRE 20' WIDE TRACT OF LAND LOCATED IN THE S.W.
W A C D ROBERTSON SURVEY, ABSTRACT NO. 202, BRAZOS COUNTY, TEXAS AND BEING
KIEEEEN
T E M P l E OUT THE RESIDUE OF A CALLED 505.19 ACRE TRACT DESCRIBED AS TRACT 1 IN A
A U S T 1 N DEED TO PEBBLE CREEK DEVELOPMENT COMPANY, RECORDED IN VOLUME 1671,
DALLAS
PAGE 276 OF THE OFFICIAL DEED RECORDS OF BRAZOS COUNTY, TEXAS. SAID 0.134
ACRE BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS
FOLLOWS:
COMMENCING AT A E/2" DIAMETER REBAR FOUND MARKING THE SOUTHEAST
CORNER OF LOT 86, BLOCK 25 OF PEBBLE CREEK, PHASE 8-C, RECORDED IN
VOLUME 4113, PAGE 64 OF SAID DEED RECORDS, MARKING A CORNER OF THE
ABOVE MENTIONED RESIDUE OF THE 505.19 ACRE TRACT, FROM WHICH A 1h"
DIAMETER REBAR FOUND ALONG THE EASTERLY LINE OF SAID PHASE 8-C BEARS
- - - -
N 07.58'02" E - 304.66' (BASE BEARING PLATTED CALL PHASE 8-C);
- -
THENCE LEAVING SAID LINE OF PHASE 8-C, THROUGH THE INTERIOR OF THE
RESIDUE OF THE 505.19 ACRE TRACT ALONG THE SOUTH LINE OF THE PROPOSED
Sean Flaherty. R.PE.S.
Kevin Mrsw:k R.P.E.S.
PEBBLE CREEK, PHASE 9-A THE FOLLOWING ELEVEN (11) COURSES:
Ccuege Ictek, A.I.A.
mile Krahvy, RE.. R.P.E.S.
DA"marsk, PE.
I) S 45°16'58" W - 13.25' TO A 1/2" DIAMETER REBAR PLACED FOR AN ANGLE
864f% A. McDaniek P.E.
Thnmas 1. Mire" Jr.. R.P.E.S.
POINT
DanNi„M•R.PE.S.
2) S 82°01'58" E - 136.35' TO A 1/2" DIAMETER REBAR PLACED FOR AN ANGLE
I.A.'lald Pavlas. Jr., P.E.
Scutt Powy, R.P.E.S.
POINT,
R
.E
.s
.
Lynn d
3) S 07°58'02" W - 61.70' TO A 1/2" DIAMETER REBAR PLACED FOR AN ANGLE
rk, R P.
P. Smi S
E.
OavJ
David
Darrell Vickers, A.I.A.
POINT,
Gear E. *Jed* Walker, Ir., P.E.
R.E.*Wli \YAIIJCC, PE., R.P.E.S.
4) S 82°01'58" E - 60.00' TO A 1/2" DIAMETER REBAR PLACED FOR AN ANGLE
Otto E. \\iedetholJ, P.E.
POINT,
Inhn F. \\•inkkr, P.E.
5) N 88°53'26" E - 101.27' TO A 1/2" DIAMETER REBAR PLACED FOR AN ANGLE
-
POINT,
- -
6) N 07°58'02" E - 155.73' TO A 1/2" DIAMETER REBAR PLACED FOR AN ANGLE
POINT,
-
7) S 82°01'58" E - 10.00' TO A 1/2" DIAMETER REBAR PLACED FOR AN ANGLE
POINT,
8) N 07°58'02" E - 190.00' TO A 1/2" DIAMETER REBAR PLACED FOR AN ANGLE
POINT,
9) S 82°01'58" E - 90.00' TO A 1/2" DIAMETER REBAR PLACED FOR AN ANGLE
POINT,
-
10) N23035-09" E- 135.89' TO A 1/2' DIAMETER REBAR PLACED FOR AN ANGLE
POINT,
11) N 49°53'50" E - 220.00' TO A 1/2" DIAMETER REBAR PLACED FOR AN ANGLE
POINT;
THENCE S 49°07'33" E - 13.34' LEAVING THE PROPOSED PEBBLE CREEK, PHASE 9-A
THROUGH THE INTERIOR OF THE RESIDUE OF THE 505.19 ACRE TRACT TO A 1/2"
DIAMETER REBAR PLACED FOR THE POINT OF BEGINNING, THE MOST
NORTHERLY CORNER OF THE HEREIN DESCRIBED TRACT;
THENCE THROUGH THE INTERIOR OF THE RESIDUE OF THE CALLED 505. l9 ACRE
RO.dox22007
TRACT, THE FOLLOWING FIVE (5) COURSES:
Waco, lcaas 76702
6225 Central Park Drive
Suite 100
Waco, Teaas 74712
12541772.9272
t5001336-1683
EXHIBIT
faa 12 $41776-2924 ww -allace-SrouP.cottt
fi
P g
26
'iDo 495 OR '-443$- 1(,
2 g`\
7
. \ ~Q~°o~ t''/ d~ ~-ss.27'°~, moo. '~r• yo" ~5` ~ ~ \
-17
G 29 \ • _ d, \
PROPOSED PEBBLE CREEK. 12 0
"PHASE 9-A "
-34 \ - Q'~ ~ N 69 5~ 9
\ r
♦ 27' ~ fir i E ~o r
SCALE: 1 100' ,s•o. X61310 n N r
1 N
Q • ~G F N 149.16 v►' o; 11
n o, 'r o ~ o
22
\ 4j0 k~ •pF J, 6 8 , tS J N l r. c'`i N 62'20'16' E
m ~j~~ 138.29
L !pJ , ,6 ~ p5~ .040 rn (A
p . p~ F m 50.0(y Lr) to s~ 5 -1 N 69`19 Q6 °2~~ 10
O' G ^
` G7 g0 ~T. ' 0 10' P.U.E. \ '
M S 45'57'23' E I \ /
p 4 / 270.78' I \ \ l
O /
q,• F ~j i` S 82'20 16 W
\ 3 61.74
I v
'p 10' P.U.E. / 0.134 ACRE `
(LI p20' PUBLIC UTILITY AND I
DRAINAGE EASEMENT N 4557'23 W I
CD F / 308.90' 1
2 S 49'53'50;' W N 45'57'23" W o+ \ S 06'52'34" V W
220.00 119.19 S. \ 137.00
cy. M I r° 00T ` S 23'35'09" W N 0 59.406 W
1- 1 1 - 135.89' \ \ 1.397 ACRE PUBLIC UnurY
09" W vUuE PAGE-
73'50'
m: AND c/)) I 1 F-60.39'
N 8 90100' W \
%10 I I S 07'58'02" W \ \
190.00' \ \
( $ I (NOT PLATTED) \ \
1 PEBBLE.CREEK DEVELOPMENT COMPANY \
'S RESIDUE OF CALLED 505.19 ACRES \
I DESCRIBED AS TRACT I \
I OFFICIAL DEEDLRECORDSIOF BRAZOS COUNTY \
(U
-4
(u EXHIBIT OF 0.134 ACRE 20' PUBLIC UTILITY
w AND DRAINAGE EASEMENT
0
tn THE WALLACE GROUP, INC.
A ENGINEERS * ARCHITECTS * PLANNERS * SURVEYORS
WACO * KILLEEN * AUSTIN * TEMPLE * DALLAS
d 0 _ 100 200 PLAT NO. A- 3893 DATE 10-07-01
d
j SCALE WORK ORDER NO. 12671 DRAWN BY SRJ
DIGITAL FILE 12671ESMT3.dwa FIELDBOOK/PG. F/N If 04
EXHIBIT
I,nr',
Doe Bk
2
'WALIAC;E
1
0
0762495 OR 44
GRQU'P,
N C
,
PEBBLE CREEK, PHASE 9-A
.
OFFSITE PUBLIC UTILITY AND DRAINAGE EASEMENT
e N G I N E E R S
ARCHITECTS
P L A N N E R S
S U R V E Y O R S
FIELD NOTES FOR A 1.397 ACRE STRIP OF LAND LOCATED IN THE S.W. ROBERTSON
WA
o
SURVEY, ABSTRACT NO. 202, BRAZOS COUNTY, TEXAS, AND BEING OUT OF THE
E
TELM P l E
I
RESIDUE OF A CALLED 505.19 ACRE TRACT DESCRIBED AS TRACT I IN A DEED TO
AUSTIN
PEBBLE CREEK DEVELOPMENT COMPANY, RECORDED IN VOLUME 1671, PAGE 276
D A L E A S
OF THE OFFICIAL DEED RECORDS OF BRAZOS COUNTY, TEXAS. SAID 1.307 STRIP
-
BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS:
_
BEGINNING AT A'A" DIAMETER REBAR FOUND MARKING THE EAST CORNER OF
LOT 5, BLOCK 33 OF PEBBLE CREEK, PHASE 8-A, RECORDED IN VOLUME 3298, PAGE
239 OF SAID DEED RECORDS, MARKING A CORNER OF THE ABOVE MENTIONED
RESIDUE OF THE 505.19 ACRE TRACT AND THE MOST NORTHERLY CORNER OF THE
HEREIN DESCRIBED TRACT;
- - -
THENCE N 49°53'50" E - 10.00' THROUGH THE INTERIOR OF THE RESIDUE OF THE
505.19 ACRES, LEAVING THE EAST CORNER OF SAID LOT 5 TO A POINT FOR THE
MOST NORTHERLY CORNER OF THE HEREIN DESCRIBED TRA ;
Sean FlAheny, R.P.L.S.
R,,;n HmK4. R.PL.S.
THENCE THROUGH THE INTERIOR OF THE RESIDUE OF THE 505.19 ACRE TRACT
f svMRe letek, A.I.A.
Mikr• KcAhsyt PE.. R.PLS.
ALONG A LINE 10.00' EAST OF AND PARALLEL WITH THE EAST LINE OF THE
o.,idMAwk.PE.
PROPOSED PEBBLE CREEK, PHASE 9-A THE FOLLOWING SEVENTEEN (17) COURSES:
Brian A. AKQAniel. RE.
ThumAs 1. Mirenr lr~. R. P.I.S.
pan raix.wr. R.P.L. S.
lr., RE,
1.A. ►Alc- PAYIAS,
1 ) S 40°06' 10" E - 152.19' TO AN ANGLE POINT,
S.mt Anry, R.P.L.S.
2) S 10°03'26" E - 49.56' TO AN ANGLE POINT,
Lynn Siminnn. R.PL,S.
D-d P. Smith, P.E.
3) S 63°04'22" E - 181.03' TO AN ANGLE POINT,
Qar ll\,A.I.A.
'
4) AN ARC DISTANCE OF 64.58' ALONG A CURVE TO THE RIGHT HAVING A
GrrorRe 1. led
WA WAILer,Jc, PE.
itl.•But~ wAllace, PE., R.P.L.S.
RADIUS OF 235.00' AND WHOSE CHORD BEARS S 32021'40" W - 64.38' TO AN
Ott., E. wix-rlerhdd, P.E.
Inhn F. Winkler. PE.
ANGLE POINT,
5) S 47019'37" E - 134.40' TO AN ANGLE POINT,
6) S 49°53'50" W - 20.90' TO AN ANGLE POINT,
7) S 42°35'32" E - 109.12' TO AN ANGLE POINT,
- - - -
8) AN ARC DISTANCE OF 5.08' ALONG A CURVE TO THE LEFT HAVING A RADIUS
" - -
OF 465.00' AND WHOSE CHORD BEARS N 45051'45" E - 5.08' TO AN ANGLE
POINT,
- -
9) S 43°13'05" E - 58.89' TO AN ANGLE POINT,
10) S 57004'31" E - 139.05' TO AN ANGLE POINT,
11) S 14°28'42" E - 241.30' TO AN ANGLE POINT,
12) S 03006'43" E - 59.06' TO AN ANGLE POINT,
13) S 22-37'12" W - 114.88' TO AN ANGLE POINT,
14) S 48021'07" W - 69.69' TO AN ANGLE POINT,
15) N 33°04' 14" W - 139.46' TO AN ANGLE POINT,
16) AND AN ARC DISTANCE OF 11.40' ALONG A CURVE TO THE RIGHT HAVING A
RADIUS OF 60.00' AND WHOSE CHORD BEARS S 71°57'51" W - 11.38' TO AN
ANGLE POINT;
17) THENCE S 06°52'34" W - 176.88' TO A'/i' DIAMETER REBAR PLACED FOR AN
ANGLE POINT;
THENCE THROUGH THE INTERIOR OF THE RESIDUE OF THE 505.19 ACRE TRACT THE
P.O. Oux 22007 FOLLOWING TEN (10) COURSES:
Waco. Texas 76702
15225 Central Park Orwe
Suite 100
WACO. Texas 76712
12 541 772-92 72 ^
115001 336.16152 EXHIBIT /U(
Tax(254)776.2924 www.w allace-group.cont
299
a
00762495 OR 44211 309
1) S 14°38'42" E - 274.90' TO A W' DIAMETER REBAR PLACED FOR AN ANGLE~
POINT,
2) S 06°43'35" E - 360.24' TO A W' DIAMETER REBAR PLACED FOR AN ANGLE
POINT,
3) S 00°36'38" W - 298.44' TO A W' DIAMETER REBAR PLACED FOR AN ANGLE
POINT,
4) S 41°52'05" W - 416.85' TO A W' DIAMETER REBAR PLACED FOR AN ANGLE
POINT,
5) N 48°07'55" W - 20:00' TO A W' DIAMETER REBAR PLACED FOR AN ANGLE
POINT,
6) N 41°52'05" E - 409.32' TO A 1h" DIAMETER REBAR PLACED FOR AN ANGLE
POINT,
7) N 00°36'38" E - 289.62' TO A'h" DIAMETER REBAR PLACED FOR AN ANGLE
POINT,
8) N 06043'35" W - 357.57' TO A th" DIAMETER REBAR PLACED FOR AN ANGLE
POINT,
9) N 14°38'42" W - 304.70' TO A W- DIAMETER REBAR PLACED FOR AN ANGLE
POINT,
10) AND N 07°03' 16" E - 16.29' TO A'h" DIAMETER REBAR PLACED FOR AN ANGLE
POINT,
THENCE THROUGH THE INTERIOR OF THE RESIDUE OF THE 505.19 ACRES ALONG A
LINE GENERALLY 10.00' SOUTH OF AND PARALLEL WITH THE SOUTH LINE OF THE
PROPOSED PEBBLE CREEK, PHASE 9-A THE FOLLOWING FOURTEEN (14) COURSES:
1) N 73°50'09" W - 54.38' TO AN ANGLE POINT,
2) N 45°57'23" W -125.25' TO AN ANGLE POINT,
3) N 06°32'26" W - 52.79' TO AN ANGLE POINT,
4) S 82°20' 16" W - 48.63' TO AN ANGLE POINT,
5) S 49°53'50" W - 214.75' TO AN ANGLE POINT,
6) S 23°35'09" W - 141.15' TO AN ANGLE POINT,
7) N 82°01'58" W - 87.59' TO AN ANGLE POINT,
8) S 07°58'02" W -190.00' TO AN ANGLE POINT,
9) N 82°01'58" W - 10.00' TO AN ANGLE POINT,
10) S 07°58'02" W -154.26' TO AN ANGLE POINT,
11) S 88°53'26" W -110.56' TO AN ANGLE POINT,
12) N 82001'58" W - 70.79' TO AN ANGLE POINT,
13) N 07°58'02" E - 61.70' TO AN ANGLE POINT,
14) AND N 82°01'58" W -133.97' TOIA POINT IN THE SOUTHEASTERLY LINE OF LOT
86, BLOCK 25 OF PEBBLE CREEK, PHASE 8-C, RECORDED IN VOLUME 4113,
PAGE 64 OF SAID DEED RECORDS, MARKING A SOUTHWEST CORNER OF THE
HEREIN DESCRIBED TRACT;
THENCE N 45°16'58" E -12.57' TO A W DIAMETER REBAR FOUND IN THE EASTERLY
LINE OF SAID LOT 86, MARKING THE SOUTHWEST CORNER OF THE PROPOSED
PEBBLE CREEK, PHASE 9-A, A CORNER OF THE HEREIN DESCRIBED TRACT;
THENCE WITH THE SOUTHERLY AND EASTERLY LINE OF THE PROPOSED PEBBLE
CREEK, PHASE 9-A THE FOLLOWING THIRTY ONE (31) COURSES:
1) S 82°01'58" E- 136.35' TO A V2" DIAMETER REBAR PLACED FOR AN ANGLE POINT,
2) S 07°58'02" W - 61.70' TO A'h " DIAMETER REBAR PLACED FOR AN ANGLE POINT,
3) S 82°01'58" E - 60.00' TO A 1h" DIAMETER REBAR PLACED FOR AN ANGLE POINT,
4) N 88°53'26" E-101.27' TO A 1h" DIAMETER REBAR PLACED FOR AN ANGLE POINT,
2
EXHIBIT
Doc Bk Vol Pg
00762495 OR 4421 31
5) N 07°58'02" E -155.73' TO A W' DIAMETER REBAR PLACED FOR AN ANGLE
POINT,
6) S 82°01'58" E -10.00' TO A W' DIAMETER REBAR PLACED FOR AN ANGLE POINT,
7) N 07°58'02" E- 190.00' TO A W' DIAMETER REBAR PLACED FOR AN ANGLE
POINT,
8) S 82°01'58" E - 90.00' TO A'MY' DIAMETER REBAR PLACED FOR AN ANGLE POINT,
9) N 23°35'09" E - 135.89' TO A W' DIAMETER REBAR PLACED FOR AN ANGLE
POINT,
10) N 49°53'50" E - 220.00' TO A S 4' DIAMETER REBAR PLACED FOR AN ANGLE
POINT,
11) N 82°20' 16" E - 61.74' TO A W' DIAMETER REBAR PLACED FOR AN ANGLE POINT,
12) S 06°32'26" E - 59.40' TO A W' DIAMETER REBAR PLACED FOR AN ANGLE POINT,
13) S 45°57'23" E-119.19' TO A W' DIAMETER REBAR PLACED FOR AN ANGLE POINT,
14) S 73°50'09" E - 60.39' TO A IN' DIAMETER REBAR PLACED FOR AN ANGLE POINT,
15) N 06°52'34" E - 137.00' TO A'h" DIAMETER REBAR PLACED FOR AN ANGLE
POINT,
16) AN ARC DISTANCE OF 34.86' ALONG A CURVE TO THE LEFT HAVING A RADIUS
OF 50.00' AND WHOSE CHORD BEARS N 76°54' 10" E - 34.16' TO A W' DIAMETER
REBAR PLACED FOR AN ANGLE POINT,
17) S 33-04'14" E -137.00' TO A'h" DIAMETER REBAR PLACED FOR AN ANGLE POINT,
18) N 48°21'07" E - 55.78' TO A W' DIAMETER REBAR PLACED FOR AN ANGLE POINT,
19) N 22-37'12" E -110.31' TO A W' DIAMETER REBAR PLACED FOR AN ANGLE
POINT,
20) N 03°06'43" W - 55.78' TO A W' DIAMETER REBAR PLACED FOR AN ANGLE POINT,
21) N 14°28'42" W - 236.40' TO A V2" DIAMETER REBAR PLACED FOR AN ANGLE
POINT,
22) N 57°04'31" W - 136.37' TO A'h" DIAMETER REBAR PLACED FOR AN ANGLE
POINT,
23) N 43-13'05" W - 50.00' TO A'h" DIAMETER REBAR PLACED FOR AN ANGLE POINT,
24) AN ARC DISTANCE OF 5.19' ALONG A CURVE TO THE RIGHT HAVING A RADIUS
OF 475.00'.AND WHOSE CHORD BEARS S 47°05'41" W - 5.19' TO A W' DIAMETER
REBAR PLACED FOR AN ANGLE POINT,
25) N 42°35'32" W -129.67' TO A'N' DIAMETER REBAR PLACED FOR AN ANGLE
POINT,
26) N 49°53'50" E - 20.00' TO A W' DIAMETER REBAR PLACED FOR AN ANGLE POINT,
27) N 47°19'37" W -132.84' TO A W' DIAMETER REBAR PLACED FOR AN ANGLE
POINT, '
28) AN ARC DISTANCE OF 61.83' ALONG A CURVE TO THE LEFT HAVING A RADIUS
OF 225.00' AND WHOSE CHORD BF.ARS N 34°48'00" E - 61.64' TO A'A" DIAMETER
REBAR PLACED FOR AN ANGLff POINT,
29) N 63°04'22" W - 176.24' TO A W' DIAMETER REBAR PLACED FOR AN ANGLE
. POINT,
30) N 10°03'26" W - 51.87' TO A W' DIAMETER REBAR PLACED FOR AN ANGLE POINT,
31) AND N 40°06' 10" W -149.50' TO THE POINT OF BEGINNING.
SURV D: E BE 1
,e~ OF Tom;' VIN A. H SEL, . . .S. N 5344
•G~ST~~..
~ • ~ ~ fem. N
•
KEVIN R. HESSEL
WO# 12671
5344 Q
y~. SUsRV~c
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PLAT D-1438
1267
MAP K'D BY SRJ
I O
3
EXHIBIT
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'eim 00 %-4 07s24, Vol p
ee 4421 329
n •
° R • 2z0 07
e - V46
44
o1iD Sll04-
' i / 34 rrr2 / L
N171E '33 26
+ 1
L . Lit~
/ ♦ C+a • 01D 819'
°~~'9 PROPOSED 13 " 2 9 E ' . r.• u PEBBLE CREEK ' ,,00 MD MMMOE USDW
D . 22'4045 °
"
"PHASE 9
- ' !3 -A
R
L• 8899.48!
.48' ~
01D - 88.87' a w 19 ,
Y 16,
4100.
/ tl 21 0 eaM
ra PA er r e 10
t,*
d ° 19~ tQ rr,t , / S 22'3 1~ w
00 4
07 17 to 0/.
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u 104.30' r f' tF / W---m rr~
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Q. ti
e
lean ~ S 233509 w IN
69.40r I w R ~ 5~40~0'49
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1O'°" 1.397 Acrtt vueuc unm
3 AND DRAINAGE EASOAENT y
CLJ
SCALr r 200'
W
3
EXHIBIT OF A 1.397 ACRE PUBLIC UTILITY AND DRAINAGE
EASEMENT OUT OF THE RESIDUE OF A CALLED 505.19 ACRE TRACT DESCRIBED IN A DEED TO PEBBLE CREEK
DEVELOPMENT COMPANY RECORDED. IN VOLUME 1671, PACE 276
OF THE OFFICIAL DEED RECORDS XOF BRAZOS COUNTY, TEXAS
0i
h
0 N 40 07'85' w
-y 20.07
THE WALLACE GROUP, INC.
A ENGINEERS * ARCHITECTS * PLANNERS * SURVEYORS
WACO * KILLEEN * AUSTIN * TEMPLE * DALLAS
i (NOT PLATTED)
~,D PEBBLE-CREEK DEVELOPMENT COMPANY W ;
RESIDUE OF CALLED 505.19 ACRES
N DESCRIBED AS TRACT I
VOLUME 1671, PACE 276
OFFICIAL DEED RECORDS OF BRAZOS COUNTY
z ,n
07-71 01 DRAWN BY-M
J p 200 400 PLAT NO. E- DRAFT DATE
WORK ORDER NO. 19671 FIELDBOOK/PG. F/N I ---QZ--
3 SCALE DIGITAL FILE 12871 ESMTEd 9 TAB # -
00762495 OR 44211 33g
w
filed for Record in:
BRAZOS COLIM
On: Dec 18,2001 at 02:56P
As a
Recordings
Docusent Nuiberi /0762495
Amount 24.00
Receipt Number - 185329
By,
Mary Garcia
STALE OF MAB D3lRY IF
1 I** Ckif f that this imst melt ws
filed a the date and time stasped he mm by me
amd"duly rtwded im the rsllue wd pays
if the wed r Kids mf:Y
as stamped heemm by me.
Dec 18, 2001
MI M NO M3aEB4 01MIY MM
11CM 03MfY
A-
- -
THE
WALLAC E
GROUP,
INC.
E N G I N E E R S
A R C H I T E C T S
P L A N N E R S
S U R V E Y O R S
PEBBLE CREEK, PHASE 9-A - 19.62 ACRES
FIELD NOTES FOR A 19.62 ACRE TRACT OF LAND LOCATED IN THE S.W. ROBERTSON
WACO
K I L L E E N SURVEY, ABSTRACT NO. 202, BRAZOS COUNTY, TEXAS, AND BEING OUT OF THE
T E M P L E RESIDUE OF A CALLED 505.19 ACRE TRACT DESCRIBED AS TRACT 1 IN A DEED TO
A U S T I N
D A L L A S PEBBLE CREEK DEVELOPMENT COMPANY, RECORDED IN VOLUME 1671, PAGE 276
OF THE OFFICIAL DEED RECORDS OF BRAZOS COUNTY, TEXAS. SAID 19.62 ACRES
BEING MORE PARTICULARLY SHOWN ON THE ATTACHED PLAT OF WHICH IS MADE
A PART HEREOF AND DESCRIBED BY METES AND BOUNDS AS FOLLOWS:
BEGINNING AT A'/2" DIAMETER REBAR FOUND MARKING THE EAST CORNER OF
LOT 5, BLOCK 33 OF PEBBLE CREEK, PHASE 8-A, RECORDED IN VOLUME 3298, PAGE
239 OF SAID DEED RECORDS, MARKING A CORNER OF THE ABOVE MENTIONED
RESIDUE OF THE 505.19 ACRE TRACT AND THE MOST NORTHERLY CORNER OF THE
HEREIN DESCRIBED TRACT;
THENCE THROUGH THE INTERIOR OF THE RESIDUE OF THE 505.19 ACRE TRACT THE
FOLLOWING THIRTY ONE (31) COURSES:
Scan Flaherty, RPL.S.
Kevin He-1, R.PL.s.
50' TO A 1/2" DIAMETER REBAR PLACED FOR AN ANGLE
) S 40'06'10" E - 149
George lerek, A.I.A.
mike Kcahcy, PE.. R.P.L.S.
.
POINT,
D'"i` xi,'rek' PE.
10°03'26" E - 51.87' TO A 1/2" DIAMETER REBAR PLACED FOR AN ANGLE POINT,
2) S
Brian A. M,Daalel, PE,
T homas 1. Mi reur Jr., R. L.S.
3) S 63°04'22" E - 176.24' TO A 1/2" DIAMETER REBAR PLACED FOR AN ANGLE
Dan Nixon, R. P. L. S.
f.A.'7akI P.n1 a,, 1r., P. E.
POINT,
Soon Po,ey, R.P.L.S.
83' ALONG A CURVE TO THE RIGHT HAVING A
41~' AN ARC DISTANCE OF 61
Lynn Simpson, R.P.LS.
Da -i<I P smith, RE.
.
RADIUS OF 225.00' AND WHOSE CHORD BEARS S 34°48'00" W - 61.64' TO A 1/2"
Darrell Vickers, A.LA.
'
DIAMETER REBAR PLACED FOR AN ANGLE POINT
ccorge F. Ted
Walker, Jr., RE.
,
R
u
a
e
e
,
PE.
,
o
R.E.
5)- S 47019'37" E - 132.84' TO A 1/2" DIAMETER REBAR PLACED FOR AN ANGLE
tt
E. Wi
old
,
.
c
d
c
r
h
PE.
Otto E.
john F. Winkler, RE.
POINT,
6)- S 49°53'50" W - 20.00' TO A 1/2" DIAMETER REBAR PLACED FOR AN ANGLE
POINT,
7)" S 42°35'32" E - 129.67' TO A 1/2" DIAMETER REBAR PLACED FOR AN ANGLE
-
POINT,
8} AN ARC DISTANCE OF 5.19' ALONG A CURVE TO THE LEFT HAVING A RADIUS
OF 475.00' AND WHOSE CHORD BEARS N 47°05'41" E - 5.19' TO A 1/2" DIAMETER
REBAR PLACED FOR AN ANGLE POINT,
-
9) S 43013'05" E - 50.00' TO A 1/2" DIAMETER REBAR PLACED FOR AN ANGLE POINT,
10~ S 57°04'31" E- 136.37' TO A 1/2" DIAMETER REBAR PLACED FOR AN ANGLE
POINT,
14)S 14°28'42" E - 236.40' TO A 1/2' DIAMETER REBAR PLACED FOR AN ANGLE
-
POINT,
-
1.12) S 03°06'43" E - 55.78' TO A 1/2" DIAMETER REBAR PLACED FOR AN ANGLE POINT,
135 S 22037' 12" W - 110.31' TO A 1/2" DIAMETER REBAR PLACED FOR AN ANGLE
POINT,
14)" S 48°21'07" W - 55.78' TO A 1/2" DIAMETER REBAR PLACED FOR AN ANGLE
POINT,
15) N 33-04'14" W - 137.00' TO A 1/2" DIAMETER REBAR PLACED FOR AN ANGLE
POINT,
1b) AN ARC DISTANCE OF 34.86' ALONG A CURVE TO THE RIGHT HAVING A
P.O. Box 22007
RADIUS OF 50.00' AND WHOSE CHORD BEARS S 76054' 10" W - 34.16' TO A 1/2'
Waco, Texas 76702
DIAMETER REBAR PLACED FOR AN ANGLE POINT,
8225 Central Park Drive
Suite 100
Waco, Texas 76712
(2"x4)772-9272
(800) 336-1683
Fax(254) 776-2924
ww w.w al lace-group.com
i"7) S 06°52'34" W -
137.00' TO A'/z" DIAMETER REBAR PLACED FOR AN ANGLE
POINT,
18) N 73°50'09" W -
60.39' TO A'/z" DIAMETER REBAR PLACED FOR AN ANGLE
DINT,
0)N 45°57'23" W -
119.19' TO A'/z" DIAMETER REBAR PLACED FOR AN ANGLE
POINT,
20~'N 06°32'26" W -
59.40' TO A'/2" DIAMETER REBAR PLACED FOR AN ANGLE
POINT,
S 82°20' 16" W -
61.74' TO A'/2" DIAMETER REBAR PLACED FOR AN ANGLE
POINT,
2/1) S 49°53'50" W -
220.00' TO A'/2" DIAMETER REBAR PLACED FOR AN ANGLE
POINT,
21) S 23°35'09" W -
135.89' TO A'/r' DIAMETER REBAR PLACED FOR AN ANGLE
POINT,
24)'N 82°01'58" W -
90.00' TO A'/2' DIAMETER REBAR PLACED FOR AN ANGLE
POINT,
25) S 07°58'02" W -
190.00' TO A'/2' DIAMETER REBAR PLACED FOR AN ANGLE
POINT,
26) N 82°01'58" W -
-1-5-.60' TO A'/2' DIAMETER REBAR PLACED FOR AN ANGLE
POINT,
27) S 07°58'02" W -
156.53' TO A'/2' DIAMETER REBAR PLACED FOR AN ANGLE
POINT,
~29) S 88°53'26" W -
101.27' TO A 1/2" DIAMETER REBAR PLACED FOR AN ANGLE
POINT,
29) N 82°01'58" W -
50.00' TO A'/2' DIAMETER REBAR PLACED FOR AN ANGLE
POINT,
30) N 07°58'02" E -
62.50' TQ,AV2" DIAMETER REBAR PLACED FOR AN ANGLE POINT,
31) AND N 82°01'58" W - 141.35' TO A 1/2 DIAMETER PLACED IN THE
SOUTHEASTERLY LINE OF LOT 86, BLOCK 25 OF PEBBLE CREEK, PHASE 8-C,
RECORDED IN
VOLUME 4113, PAGE 64 OF SAID DEED RECORDS, MARKING A
SOUTHWEST C
ORNER OF THE HEREIN DESCRIBED TRACT;
THENCE ALONG THE EAST LINE OF PEBBLE CREEK, PHASE 8-C AND PHASE 8-A THE
FOLLOWING ELEVEN (11) COURSES:
,1) N 45°16'58" E - 13.25' TO A'/2" DIAMETER REBAR IN CONCRETE FOUND FOR AN
ANGLE POINT,
N 07°58'02" E - 304.66' TO A 1/2" DIAMETER REBAR IN CONCRETE FOUND FOR AN
ANGLE POINT,
3) N 25°33'31" E - 104.30' TO A 1/2" DIAMETER REBAR IN CONCRETE FOUND FOR AN
ANGLE POINT,
4) N 40-06'10" W - 180.00' TO A'/2' DIAMETER REBAR IN CONCRETE FOUND FOR
AN ANGLE POINT,
'5) N 49°53'50" E - 180.00' TO A 1/2" DIAMETER REBAR IN CONCRETE FOUND FOR AN
ANGLE POINT,
6) AN ARC DISTANCE OF 89.45' ALONG A CURVE TO THE LEFT HAVING A RADIUS
OF 225.00' AND WHOSE CHORD BEARS N 51°29'32" W - 88.87' TO A 1/2'
DIAMETER REBAR IN CONCRETE FOUND FOR AN ANGLE POINT,
7) N 27°50'06" E - 159.21' TO A'/2' DIAMETER REBAR IN CONCRETE FOUND FOR AN
ANGLE POINT,
8) N 40-06'10" W - 80.81' TO A 1/2" DIAMETER REBAR IN CONCRETE FOUND FOR AN
ANGLE POINT,
q) N 17°13'04" E - 368.30' TO A 1/2' DIAMETER REBAR IN CONCRETE FOUND FOR AN
ANGLE POINT,
t' 10) S 40°06' 10" E - 73.88' TO A 1/2" DIAMETER REBAR IN CONCRETE FOUND FOR AN
ANGLE POINT,
X31) AND N 49°53'50" E - 310.00' (BASE BEARING -PLATTED CALL) TO THE POINT OF
BEGINNING.
SURVEYED: JULY 6, 2001
KEVIN R. HESSEL, R.P.L.S. NO. 5344
WO# 12671
PLAT D-1438
12671-FN-0I.DOC
MAP CHK'D BY SRJ
THE C) D
WALLA(E a q 1.15-yo 1
GROUP, N C . PEBBLE CREEK, PHASE 9-A
E N G I N E E R S OFFSITE PUBLIC UTILITY AND DRAINAGE EASEMENT
A R C H I T E C T S
P L A N N E R S
5 U R V E Y O R 5
FIELD NOTES FOR A 1.397 ACRE STRIP OF LAND LOCATED IN THE S.W. ROBERTSON
W A c o
K I L L E E N SURVEY, ABSTRACT NO. 202, BRAZOS COUNTY, TEXAS, AND BEING OUT OF THE
T E ,10 P L E RESIDUE OF A CALLED 505.19 ACRE TRACT DESCRIBED AS TRACT 1 IN A DEED TO
A U s r I N PEBBLE CREEK DEVELOPMENT COMPANY, RECORDED IN VOLUME 1671, PAGE 276
DALLAS
OF THE OFFICIAL DEED RECORDS OF BRAZOS COUNTY, TEXAS. SAID 1.397 STRIP
- BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS:
BEGINNING AT A'/2" DIAMETER REBAR FOUND MARKING THE EAST CORNER OF
- - -
LOT 5, BLOCK 33 OF PEBBLE CREEK, PHASE 8-A, RECORDED IN VOLUME 3298, PAGE
239 OF SAID DEED RECORDS, MARKING A CORNER OF THE ABOVE MENTIONED
RESIDUE OF THE 505.19 ACRE TRACT AND THE MOST NORTHERLY CORNER OF THE
HEREIN DESCRIBED TRACT;
- - - -
THENCE N 49°53'50" E - 10.00' THROUGH THE INTERIOR OF THE RESIDUE OF THE
- - - -
505.19 ACRES, LEAVING THE EAST CORNER OF SAID LOT 5 TO A POINT FOR THE
MOST NORTHERLY CORNER OF THE HEREIN DESCRIBED TRACT;
Scan Flaherty, R.PL.S.
Kevin H-,-1, R.PL.S.
THENCE THROUGH THE INTERIOR OF THE RESIDUE OF THE 505.19 ACRE TRACT
George J,wk, A, A.
nGkc Kcahcy, PE., R.PLS.
r
ALONG A LINE 10.00' EAST OF AND PARALLEL WITH THE EAST LINE OF THE
Da,id %1--k, PE.
PROPOSED PEBBLE CREEK, PHASE 9-A THE FOLLOWING SEVENTEEN (17) COURSES:
Brian A. McDaniel, P.E.
Thomas J. Aliruur lr., R.P.L.S.
o' P-nvla s, P Jr, ls. PE.
J.A. 'Jake'
1) S 40-06'10" E - 152.19' TO AN ANGLE POINT,
Scott Poscy, R.P.L.S.
56' TO AN ANGLE POINT
2) S 10°03'26" E - 49
Lynn Simpson, R.P.L.S.
David P. Smith, P.E.
,
.
3) S 63°04.22" E - 181.03' TO AN ANGLE POINT,
L
A
A
.
Vickers,
"
'
4) AN ARC DISTANCE OF 64.58' ALONG A CURVE TO THE RIGHT HAVING A
- E.
walke
r,
Jr
.
, PE.
George E.
led
R.E.'Boti Wallace, PE., R.PLS.
00' AND WHOSE CHORD BEARS S 32°21'40" W - 64.38' TO AN
RADIUS OF 235
Otto E. b%wderhold, PE.
John F Winkler, RE.
.
ANGLE POINT,
5) S 47°19'37" E - 134.40' TO AN ANGLE POINT,
6) S 49°53'50" W - 20.90' TO AN ANGLE POINT,
-
7) S 42°35'32" E - 109.12' TO AN ANGLE POINT,
- - -
8) AN ARC DISTANCE OF 5.08' ALONG A CURVE TO THE LEFT HAVING A RADIUS
OF 465.00' AND WHOSE CHORD BEARS N 45°51'45" E - 5.08' TO AN ANGLE
POINT,
- -
9) S 43-13'05" E - 58.89' TO AN ANGLE POINT,
10) S 57°04'31" E - 139.05' TO AN ANGLE POINT,
11) S 14°28.42" E - 241.30' TO AN ANGLE POINT,
12) S 03°06'43" E - 59.06' TO AN ANGLE POINT,
-
13) S 22-37'12" W - 114.88' TO AN ANGLE POINT,
14) S 48°21'07" W - 69.69' TO AN ANGLE POINT,
-
15) N 33-04'14" W - 139.46' TO AN ANGLE POINT,
16) AND AN ARC DISTANCE OF 1 1.40' ALONG A CURVE TO THE RIGHT HAVING A
- -
RADIUS OF 60.00' AND WHOSE CHORD BEARS S 71057'5 1" W - 1 1.38' TO AN
ANGLE POINT;
17) THENCE S 06°52'34" W- 176.88' TO A'/2" DIAMETER REBAR PLACED FOR AN
ANGLE POINT;
THENCE THROUGH THE INTERIOR OF THE RESIDUE OF THE 505.19 ACRE TRACT THE
P.O. Box 22007 FOLLOWING TEN (10) COURSES:
Waco, Texas 76702
8225 Central Park Drive
Suite 100
Waco, Texas 76712
1254) 772-9272
(800)336-1683
fax (254J 776-2924
-w . Wallace-group.com
I•~p~r
I)
S 14°38'42" E -
274.90' TO A'/2" DIAMETER REBAR PLACED FOR AN ANGLE
POINT,
2)
S 06°43'35" E -
360.24' TO A 1/2" DIAMETER REBAR PLACED FOR AN ANGLE
POINT,
3)
S 00°36'38" W
- 298.44' TO A'/i' DIAMETER REBAR PLACED FOR AN ANGLE
POINT,
4)
S 41°52'05" W
- 416.85' TO A'/2" DIAMETER REBAR PLACED FOR AN ANGLE
POINT,
5)
N 48°07'55" W
- 20.00' TO A'/2" DIAMETER REBAR PLACED FOR AN ANGLE
POINT,
6)
N 41-52'05" E -
409.32' TO A'h" DIAMETER REBAR PLACED FOR AN ANGLE
POINT,
7)
N 00°36'38" E -
289.62' TO A'/2" DIAMETER REBAR PLACED FOR AN ANGLE
POINT,
8)
N 06°43'35" W
- 357.57' TO A'/2" DIAMETER REBAR PLACED FOR AN ANGLE
POINT,
9)
N 14°38'42" W
- 304.70' TO A I/2" DIAMETER REBAR PLACED FOR AN ANGLE
POINT,
10)
AND N 07-03'1
6" E - 16.29' TO A'/2" DIAMETER REB AR PLACED FOR AN ANGLE
POINT,
THENCE THROUGH THE INTERIOR OF THE RESIDUE OF THE 505.19 ACRES ALONG A
LINE GENERALLY 10.00' SOUTH OF AND PARALLEL WITH THE SOUTH LINE OF THE
PROPOSED PEBBLE CREEK, PHASE 9-A THE FOLLOWING FOURTEEN (14) COURSES:
1) N 73°50'09" W - 54.38' TO AN ANGLE POINT,
2) N 45°57'23" W - 125.25' TO AN ANGLE POINT,
3) N 06°32'26" W - 52.79' TO AN ANGLE POINT,
4) S 82-20'16" W - 48.63' TO AN ANGLE POINT,
5) S 49°5350" W - 214.75' TO AN ANGLE POINT,
6) S 23°35'09" W - 141.15' TO AN ANGLE POINT,
7) N 82°01'58" W - 87.59' TO AN ANGLE POINT,
8) S 07°58'02" W - 190.00' TO AN ANGLE POINT,
9) N 82°01'58" W - 10.00' TO AN ANGLE POINT,
10) S 07°58'02" W - 154.26' TO AN ANGLE POINT,
11) S 88°53'26" W - 110.56' TO AN ANGLE POINT,
12) N 82°01'58" W - 70.79' TO AN ANGLE POINT,
13) N 07°58'02" E - 61.70' TO AN ANGLE POINT,
14) AND N 82°01'58" W - 133.97' TO A POINT IN THE SOUTHEASTERLY LINE OF LOT
86, BLOCK 25 OF PEBBLE CREEK, PHASE 8-C, RECORDED IN VOLUME 4113,
PAGE 64 OF SAID DEED RECORDS, MARKING A SOUTHWEST CORNER OF THE
HEREIN DESCRIBED TRACT;
THENCE N 45°16'58" E - 12.57' TO A'/2' DIAMETER REBAR FOUND IN THE EASTERLY
LINE OF SAID LOT 86, MARKING THE SOUTHWEST CORNER OF THE PROPOSED
PEBBLE CREEK, PHASE 9-A. A CORNER OF THE HEREIN DESCRIBED TRACT;
THENCE WITH THE SOUTHERLY AND EASTERLY LINE OF THE PROPOSED PEBBLE
CREEK, PHASE 9-A THE FOLLOWING THIRTY ONE (31) COURSES:
1) S 82°01'58" E - 136.35' TO A'iz" DIAMETER REBAR PLACED FOR AN ANGLE POINT,
2) S 07°58'02" W - 61.70' TO A'/2 "DIAMETER REBAR PLACED FOR AN ANGLE POINT,
3) S 82°01'58" E- 60.00' TO A'/2" DIAMETER REBAR PLACED FOR AN ANGLE POINT,
4) N 88°53'26" E -101.27' TO A''/2" DIAMETER REBAR PLACED FOR AN ANGLE POINT,
2
5) N 07°58'02" E -
155.73' TO A'/z" DIAMETER REBAR PLACED FOR AN ANGLE
POINT,
6) S 82°01'58" E -
10.00' TO A 1/2" DIAMETER REBAR PLACED FOR AN ANGLE POINT,
7) N 07°58'02" E -
190.00' TO A 1/2" DIAMETER REBAR PLACED FOR AN ANGLE
POINT,
8) S 82°01'58" E -
90.00' TO A11/z" DIAMETER REBAR PLACED FOR AN ANGLE POINT,
9) N 23°35'09" E -
135.89' TO A 1/2" DIAMETER REBAR PLACED FOR AN ANGLE
POINT,
10) N 49°53'50" E -
220.00' TO A 1/2" DIAMETER REBAR PLACED FOR AN ANGLE
POINT,
11) N 82-20'16" E -
61.74' TO A11/z" DIAMETER REBAR PLACED FOR AN ANGLE POINT,
12) S 06°32'26" E -
59.40' TO A 1/2" DIAMETER REBAR PLACED FOR AN ANGLE POINT,
13) S 45°57'23" E -
119.19' TO A 1/2" DIAMETER REBAR PLACED FOR AN ANGLE POINT,
14) S 73°50'09" E -
60.39' TO A11/2" DIAMETER REBAR PLACED FOR AN ANGLE POINT,
15) N 06°52'34" E -
137.00' TO A 1/2" DIAMETER REBAR PLACED FOR AN ANGLE
POINT,
16) AN ARC DISTANCE OF 34.86' ALONG A CURVE TO THE LEFT HAVING A RADIUS
OF 50.00' AND WHOSE CHORD BEARS N 76°54' 10" E - 34.16' TO A 1/2" DIAMETER
REBAR PLACED FOR AN ANGLE POINT,
17) S 33-04'14" E - 137.00' TO A 1/2" DIAMETER REBAR PLACED FOR AN ANGLE POINT,
18) N 48°21'07" E - 55.78' TO A 1/2" DIAMETER REBAR PLACED FOR AN ANGLE POINT,
19) N 22-37'12" E - 110.31' TO A 1/2" DIAMETER REBAR PLACED FOR AN ANGLE
POINT,
20) N 03°06'43" W - 55.78' TO A 1/2" DIAMETER REBAR PLACED FOR AN ANGLE POINT,
21) N 14°28'42" W - 236.40' TO A 1/2" DIAMETER REBAR PLACED FOR AN ANGLE
POINT,
22) N 57°04'31" W - 136.37' TO A 1/2" DIAMETER REBAR PLACED FOR AN ANGLE
POINT,
23) N 43-13'05" W - 50.00' TO A 1/2" DIAMETER REBAR PLACED FOR AN ANGLE POINT,
24) AN ARC DISTANCE OF 5.19' ALONG A CURVE TO THE RIGHT HAVING A RADIUS
OF 475.00' AND WHOSE CHORD BEARS S 47°05'41" W - 5.19' TO A 1/2' DIAMETER
REBAR PLACED FOR AN ANGLE POINT,
25) N 42°3532" W - 129.67' TO A 1/2" DIAMETER REBAR PLACED FOR AN ANGLE
POINT,
26) N 49°53'50" E - 20.00' TO A 1/2" DIAMETER REBAR PLACED FOR AN ANGLE POINT,
27) N 47-19'37" W - 132.84' TO A 1/2" DIAMETER REBAR PLACED FOR AN ANGLE
POINT,
28) AN ARC DISTANCE OF 61.83' ALONG A CURVE TO THE LEFT HAVING A RADIUS
OF 225.00' AND WHOSE CHORD BEARS N 34°48'00" E - 61.64' TO A 1/2" DIAMETER
REBAR PLACED FOR AN ANGLE POINT,
29) N 63°04'22" W - 176.24' TO A 1/2" DIAMETER REBAR PLACED FOR AN ANGLE
POINT,
30) N 10°03'26" W - 51.87' TO A 1/2" DIAMETER REBAR PLACED FOR AN ANGLE POINT,
31) AND N 40-06'10" W - 149.50' TO THE POINT OF BEGINNING.
SURVEYED: SEPTEMBER 21, 2001
KEVIN R. HESSEL, R.P.L.S. NO. 5344
WO# 12671
PLAT D-1438
12671-FN-02.DOC
MAP CHK'D BY SRJ