HomeMy WebLinkAbout00071251ORDINANCE NO.
Dl i67_
FILE COPY
AN ORDINANCE AMENDING CHAPTER 12, "ZONING", SECTION I, "ESTABLISHMENT
OF DISTRICTS, PROVISION FOR AN OFFICIAL ZONING MAP", OF THE CODE OF
ORDINANCES OF THE CITY OF COLLEGE STATION, TEXAS, BY CHANGING THE
ZONING DISTRICT BOUNDARIES AFFECTING CERTAIN PROPERTIES AS
DESCRIBED BELOW; DECLARING A PENALTY, AND PROVIDING AN EFFECTIVE
DATE.
BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF COLLEGE STATION,
TEXAS:
PART l: That Chapter 12, "Zoning", Section I, "Establishment of Districts, Provisions For An
Official Zoning Map", of the Code of Ordinances of the City of College Station,
Texas, be amended as set out in Exhibit "A", attached hereto and made a part of this
ordinance for all purposes.
PART 2: That any person, firm or corporation violating any of the provisions of this chapter
shall be deemed guilty of a misdemeanor, and upon conviction thereof shall be
punishable by a fine of not less than Twenty-five dollars ($25.00) nor more than Two
Thousand Dollars ($2000.00). Each day such violation shall continue or be permitted
to continue, shall be deemed a separate offense. Said Ordinance, being a penal
ordinance, becomes effective ten (10) days after its date of passage by the City
Council, as provided by Section 35 of the Charter of the City of College Station.
PASSED, ADOPTED and APPROVED this 13th day of September 2001.
ATTEST:
Connie Hooks, City Secretary
Lynn McIlhaney, Mayor
APPROVED:
ity Atto
6/-/6z
ORDINANCE NO. 2519
FILE COPY
AN ORDINANCE AMENDING CHAPTER 12, "ZONING", SECTION I, "ESTABLISHMENT
OF DISTRICTS, PROVISION FOR AN OFFICIAL ZONING MAP", OF THE CODE OF
ORDINANCES OF THE CITY OF COLLEGE STATION, TEXAS, BY CHANGING THE
ZONING DISTRICT BOUNDARIES AFFECTING CERTAIN PROPERTIES AS
DESCRIBED BELOW; DECLARING A PENALTY, AND PROVIDING AN EFFECTIVE
DATE.
BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF COLLEGE STATION,
TEXAS:
PART 1: That Chapter 12, "Zoning", Section I, "Establishment of Districts, Provisions For An
Official Zoning Map", of the Code of Ordinances of the City of College Station,
Texas, be amended as set out in Exhibit "A", attached hereto and made a part of this
ordinance for all purposes.
PART 2: That any person, firm or corporation violating any of the provisions of this chapter
shall be deemed guilty of a misdemeanor, and upon conviction thereof shall be
punishable by a fine of not less than Twenty-five dollars ($25.00) nor more than Two
Thousand Dollars ($2000.00). Each day such violation shall continue or be permitted
to continue, shall be deemed a separate offense. Said Ordinance, being a penal
ordinance, becomes effective ten (10) days after its date of passage by the City
Council, as provided by Section 35 of the Charter of the City of College Station.
PASSED, ADOPTED and APPROVED this 13th day of September 2001.
A EST:
( "Iynw,
Connie Hooks, City Secretary
Lynn McIlhaney, Mayor
APPROVED:
City Atto
ORDINANCE NO. 2519 PAGE 2 OF 6
EXHIBIT "A"
That the Official Zoning Map of the City of College Station, Section I, "Establishment of
Districts, Provisions For An Official Zoning Map", of Chapter 12, "Zoning", is hereby amended as
follows:
The following property is rezoned from A-O Agricultural-Open to R-1 Single Family
Residential.
A 19.32 acre tract 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 Deed Records of Brazos County, Texas. Said
19.32 acres being more particularly described by metes and bounds in the attached
Exhibit 'T "and shown graphically on the attached Exhibit "C':
T. H "INANCE NO. 2519 EXHIBIT "B" PAGE 3 OF 6
WA'LLAC E
GROUP,
INC. PEBBLE CREEK, PHASE 9-A - 19.62 ACRES
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
FIELD NOTES FOR A 19.62 ACRE TRACT OF LAND LOCATED IN THE S.W. ROBERTSON
W A C O SURVEY, ABSTRACT NO. 202, BRAZOS COUNTY, TEXAS, AND BEING OUT OF THE
K I L L E E N
T E P L E RESIDUE OF A CALLED 505.19 ACRE TRACT DESCRIBED AS TRACT 1 IN A DEED TO
A S T I N
DALLAS 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 EXHIBIT DRAWING FOR
REZONING 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
Senn Flaherty, R.P.LS FOLLOWING THIRTY ONE (31) COURSES:
.
Kevin He-l, R.PL.S.
cea RE., A. R.I.PALS.
Mike Ke Kcahcy, y, PE 1) S 40-06'10" E - 149.50' TO A'/2" DIAMETER REBAR PLACED FOR AN ANGLE
David,,%"rek, PE. POINT
Brian A. McDaniel, PE.
Thomas J. MireurJ,., R.PL.S. 2) S 10°03'26" E - 51.87' TO A'/2" DIAMETER REBAR PLACED FOR AN ANGLE POINT,
DJ~kc;xPA Nixon, Jr.SR
JA E 3) S 63°04'22" E - 176.24' TO A 1/z" DIAMETER REBAR PLACED FOR AN ANGLE
Scott Pu.ey, R.PLS. / POINT,
L,nnsimpS..s
DaeiJ P. Smith, R PEE. 4) AN ARC DISTANCE OF 61.83' ALONG A CURVE TO THE RIGHT HAVING A
Darrell Vickers, A.I.A. RADIUS OF 225.00' AND WHOSE CHORD BEARS S 34°48'00" W - 61.64' TO A'/2"
George E. "Jed' Walker, Jr., PE.
R.E.'Boli wanace, RE.. R.PL.S. DIAMETER REBAR PLACED FOR AN ANGLE POINT,
Ono E. Wicdcrhold, P.E.
John F. PE. 5) S 47-19'37" E - 132.84' TO A 1/2" DIAMETER REBAR PLACED FOR AN ANGLE
Winkler,
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 43-13'05" 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,
11) S 14°28'42" E - 236.40' TO A'/2" DIAMETER REBAR PLACED FOR AN ANGLE
POINT,
12) S 03°06'43" E - 55.78' TO A 1/2" DIAMETER REBAR PLACED FOR AN ANGLE POINT,
13) S 22-37'12" W - 11031' TO A'/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,
P.0. 8o.x 22007 16) AN ARC DISTANCE OF 34.86' ALONG A CURVE TO THE RIGHT HAVING A
%%aco, Texas 76702 RADIUS OF 50.00' AND WHOSE CHORD BEARS S 76°54' 10" W - 34.16' TO A''/2"
8225 Central Park Drive DIAMETER REBAR PLACED FOR AN ANGLE POINT,
Suite 100
Waco, Texas 76712
(254) 772-9272
18001336.1683
Fax(254)776-2924
-111 . vvallace-group.com
ORDINANCE NO. _ 2519 EXHIBIT "B" PAGE 4 OF 6
17) S 06°52'34" W - 137.00' TO A 1/2" DIAMETER REBAR PLACED FOR AN ANGLE
POINT,
18) N 73°50'09" W - 60.39' TO A 1/2" DIAMETER REBAR PLACED FOR AN ANGLE
POINT,
19) N 45°57'23" W - 119.19' TO A 1/2" DIAMETER REBAR PLACED FOR AN ANGLE
POINT,
20) N 06°32'26" W - 59.40' TO A 1/2" DIAMETER REBAR PLACED FOR AN ANGLE
POINT,
21) S 82°20' 16" W - 61.74' TO A 1/2" DIAMETER REBAR PLACED FOR AN ANGLE
POINT,
22) S 49°53'50" W - 220.00' TO A 1/2" DIAMETER REBAR PLACED FOR AN ANGLE
POINT,
23) S 23°35'09" W - 135.89' TO A 1/z" DIAMETER REBAR PLACED FOR AN ANGLE
POINT,
24) N 82°01'58" W - 90.00' TO A 1/z" DIAMETER REBAR PLACED FOR AN ANGLE
POINT,
25) S 07°58'02" W - 190.00' TO A 1/2" DIAMETER REBAR PLACED FOR AN ANGLE
POINT,
26) N 82°01'58" W - 15.00' TO A 1/z" DIAMETER REBAR PLACED FOR AN ANGLE
POINT,
27) S 07°58'02" W - 156.53' TO A 1/2" DIAMETER REBAR PLACED FOR AN ANGLE
POINT,
28) 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 1/z" DIAMETER REBAR PLACED FOR AN ANGLE
POINT,
30) N 07°58'02" E - 62.50' TO A 1/2" 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 CORNER 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 1/z" DIAMETER REBAR IN CONCRETE FOUND FOR AN
ANGLE POINT,
2) 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 1/2" 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 1/2" 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,
9) N 17°13'04" E - 368.30' TO A 1/2" DIAMETER REBAR IN CONCRETE FOUND FOR AN
ANGLE POINT,
2
ORDINANCE NO. 2519 EXHIBIT "B" PAGE 5 OF 6
10) S 40-06'10" E - 73.88' TO A/s" DIAMETER REBAR IN CONCRETE FOUND FOR AN
ANGLE POINT,
11) AND N 49°53'50" E - 310.00' (BASE BEARING - PLATTED CALL) TO THE POINT OF
BEGINNING.
s. 1
OF T,
i f<
RVE 2 1
VI R. I SSEL, R.P.L.S. NV. 344
WO# 12671
PLAT D-1438
12671-FN-01. DOC
MAP CHK'D BY SRJ
THE',
WA L,LAC' E
GROUP,
NC. PEBBLE CREEK, PHASE 9-A - 19.62 ACRES
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
FIELD NOTES FOR A 19.62 ACRE TRACT OF LAND LOCATED IN THE S.W. ROBERTSON
W A C O SURVEY, ABSTRACT NO. 202, BRAZOS COUNTY, TEXAS, AND BEING OUT OF THE
T E LM P L E RESIDUE OF A CALLED 505.19 ACRE TRACT DESCRIBED AS TRACT 1 IN A DEED TO
A T I
PEBBLE CREEK DEVELOPMENT COMPANY, RECORDED IN VOLUME 1671, PAGE 276
D A A L L L A S S
OF THE OFFICIAL DEED RECORDS OF BRAZOS COUNTY, TEXAS. SAID 19.62 ACRES
- BEING MORE PARTICULARLY SHOWN ON THE ATTACHED EXHIBIT DRAWING FOR
REZONING OF WHICH IS MADE APART HEREOF AND DESCRIBED BY METES AND
BOUNDS AS FOLLOWS:
- - BEGINNING AT A 1/2" 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, R.P.LS
.
Kevin Hessul, R.PL.S.
l `Kt~;
`PE
AR
P~
1) S 40°06' 10" E - 149
50' TO A'/2" DIAMETER REBAR PLACED FOR AN ANGLE
Mi
,
y
.
.
.S.
.
Da,id,m.,ok,PE.
POINT,
Brian A. McDaniel, PE.
Thomas J. Mircur Jr., RYL.S.
2) S 10°03'26" E - 51.87' TO A'/2" DIAMETER REBAR PLACED FOR AN ANGLE POINT,
RtiPLSP
D i Nixon,
3) S 63°04'22" E - 176.24' TO A 1/2" DIAMETER REBAR PLACED FOR AN ANGLE
/
I
E
A
Suitt Posey, R.P.L.S.
POINT,
Lynn d P Sn, R.PE
David P Srnith, PE. .
4) AN ARC DISTANCE OF 61.83' ALONG A CURVE TO THE RIGHT HAVING A
Darrell Vickers, A.I.A.
RADIUS OF 225.00' AND WHOSE CHORD BEARS S 34°48'00" W - 61.64' TO A 1/2"
George E. "Jed" Wniker, Jr., P.E.
R.E. "Bob" Wallace, PE., R.PL.S.
DIAMETER REBAR PLACED FOR AN ANGLE POINT,
Otto F Winklcer, r, P PE. F.E.
John n F. . Wnk
5) S 47°19'37" E - 132.84' TO A 1/2" DIAMETER REBAR PLACED FOR AN ANGLE
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 43-13'05" 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,
11) S 14°28'42" E - 236.40' TO A 1/2" DIAMETER REBAR PLACED FOR AN ANGLE
POINT,
12) S 03°06'43" E - 55.78' TO A 1/2" DIAMETER REBAR PLACED FOR AN ANGLE POINT,
13) S 22-37'12" 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,
16) AN ARC DISTANCE OF 34
86' ALONG A CURVE TO THE RIGHT HAVING A
P.O. Box 22007
.
Waco, Texas 76702
RADIUS OF 50.00' AND WHOSE CHORD BEARS S 76°54' 10" W - 34.16' TO A 1/2"
8225 Central Park Drive
DIAMETER REBAR PLACED FOR AN ANGLE POINT,
Suitetoo
Waco, Texas 76712
(2541 772-9272
(800) 336-1683
Fax(254)776-2924
v--val lace-group.com
17) S 06°52'34" W -
137.00' TO A 1/z" DIAMETER REBAR PLACED FOR AN ANGLE
POINT,
18) N 73°50'09" W
- 60.39' TO A 1/2" DIAMETER REBAR PLACED FOR AN ANGLE
POINT,
19) N 45°57'23" W
- 119.19' TO A 1/z" DIAMETER REBAR PLACED FOR AN ANGLE
POINT,
20) N 06°32'26" W
- 59.40' TO A 1/z" DIAMETER REBAR PLACED FOR AN ANGLE
POINT,
21) S 82°20' 16" W -
61.74' TO A 1/2" DIAMETER REBAR PLACED FOR AN ANGLE
POINT,
22) S 49°53'50" W -
220.00' TO A 1/2" DIAMETER REBAR PLACED FOR AN ANGLE
POINT,
23) S 23°35'09" W -
135.89' TO A 1/z" DIAMETER REBAR PLACED FOR AN ANGLE
POINT,
24) N 82°01'58" W - 90.00' TO A 1/2" DIAMETER REBAR PLACED FOR AN ANGLE
POINT,
25) S 07°58'02" W - 190.00' TO A 1/2" DIAMETER REBAR PLACED FOR AN ANGLE
POINT,
26) N 82°01'58" W - 15.00' TO A 1/2" DIAMETER REBAR PLACED FOR AN ANGLE
POINT,
27) S 07°58'02" W - 156.53' TO A 1/2" DIAMETER REBAR PLACED FOR AN ANGLE
POINT,
28) 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 1/2" DIAMETER REBAR PLACED FOR AN ANGLE
POINT,
30) N 07°58'02" E - 62.50' TO A 1/2" 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 CORNER 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 1/2" DIAMETER REBAR IN CONCRETE FOUND FOR AN
ANGLE POINT,
2) 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 1/2" 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 1/z" 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,
9) N 17°13'04" E - 368.30' TO A 1/2" DIAMETER REBAR IN CONCRETE FOUND FOR AN
ANGLE POINT,
2
10) S 40-06'10" E - 73.88' TO A'/z" DIAMETER REBAR IN CONCRETE FOUND FOR AN
ANGLE POINT,
11) AND N 49°53'50" E - 310.00' (BASE BEARING -PLATTED CALL) TO THE POINT OF
BEGINNING.
*4 SURV 0
€~la_ 1lE E~ VIN ESSE , R.P.L.S NO. 5344
X5344 j
164fiM1
.t
WO# 12671
PLAT D-1438
12671-FN-OI.DOC
MAP CHK'D BY SRJ
M..v. . I - 1 nu. y 7 . y wH......NI.L b'muur Lb4 'LOby ."AG_. 01-16Z
WA ,;LAC, E
GROUP,
Iv C PEBBLE CREEK, PHASE 9 -133.04 ACRES
E N G I N E E R 5
A R C H I T S C T S
P L A N N E R s FIELD NOTES FOR A 133.04 ACRE TRACT OF LAND LOCATED IN THE S.W.
s u R v E Y 0 R s ROBERTSON SURVEY, ABSTRACT NO, 202, BRA?_OS COUNTY, TEXAS, AND BEING
OUT OF THE RESIDUE OF A CALLED 505.19 ACRE TRACT DESCRIBED AS TRACT 1 IN
" "`O
K i l l f f N A DEED TO PEBBLE CREEK DEVELOPMENT COMPANY, RECORDED IN VOLUME 1671,
T E M P t C PAGE 276 OF THE OFFICIAL DEED RECORDS OF BRAZOS COUNTY, TEXAS, A
A u S T I N
D A L L A S PORTION OF THE RESIDUE OF A CALLED 7.32 ACRE TRACT DESCRIBED IN A DEED
TO PEBBLE CREEK DEVELOPMENT COMPANY, RECORDED IN VOLUME 3229, PAGE
232 OF SAID OFFICIAL DEED RECORDS. SAID 133.04 ACRES BEING MORE
PARTICULARLY SHOWN ON THE ATTACHED EXHIBIT DRAWING FOR REZONING
WHICH IS MADE A PART HEREOF AND DESCRIBED BY METES AND BOUNDS AS
FOLLOWS:
BEGINNING AT A Y2",DIAMFTER REBAR FOUND ALONG THE SOUTH LINE OF ROYAL
ADEL AD.E DRIVE MARKING THE NORTHEAST CORNER OF LOT 1, BLOCK 33 OF
PEBBLE CREEK, PHASE S-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 A NORTHERLY CORNER OF THE HEREIN DESCRIBED
TRACT;
Shan NAP...ly, R.P.k.S.
K-4, 1-10410. R.P1..S.
THENCE ALONG THE SOUTH LINE OF ROYAL ADELADE DRIVE AN ARC DISTANCE
MIt.•Knahuy. PF,. R, P.L.ti.
OF 11.5.15' ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 630.00', AND
o•'.`.' M r, k. I!E
l
HAVING A CHORD WHICH BEARS N 55°44'34" E - 114.99' TO THE POINT OF
Rrl,,n A. AICUan
4-1, P E.
rnoma.I. A1;rmlr,r., R.PIS.
TANGENCY;
oan Ni.,m. A.P.L.S.
IA.'E..ke' r,,.1.•. Ir., Pf
Sr,.11 Pn".y. R.PI..s.
THENCE N 50°25' 10" E - 11.60.73' CONTINUING ALONG THE SOUTH LINE OF ROYAL
Lynn slml,,, RA L.5.
pnv;•I r. sn'l ,lla, PC,
ADELADE DRIVE TO A POINT IN THE WEST LINE OF A CALLED 27.29 ACRE TRACT
u41rn111rlckerl. A.I.A.
• w
'
DESCRIBED IN A DEED TO PEBBLE CREEK PARKWAY
RECORDED IN VOLUME 1029
Crnrpe F..
IaJ
„Ik,er. jr,, rF.
R.F.-R,.h w.lu,r,,. RE., R.rl..s.
,
,
PAGE 13 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, FOR THE NORTH
Ott., - F F WiW
Il,E
I
h
H
CORNER OF THE RESIDUE OF THE 505
19 ACRES AND THE HEREIN DESCRIBED
ern
, ,
cr,
.
TRACT;
THENCE S 39033'57" E - 2432.98' ALONG THE WEST LINE OF SAID PEBBLE CREEK
PARKWAY TO A POINT FOR THE SOUTHWEST CORNER OF THE SAID 27.29 ACRES,
AND A CORNER OF TRACT DESCRIBED IN A DEED TO BRAZOS COAL LIMITED,
- - RECORDED IN VOLUME 534, PAGE 458 OF SAID OFFICIAL DEED RECORDS, ALSO
BEING THE EAST CORNER OF THE RESIDUE OF THE 505.19 ACRES AND THE HEREIN
DESCRIBED TRACT;
- - - - THENCE S 39°07'35" W - 1522.89', ALONG THE SOUTHEASTERLY LINE OF SAID
- RESIDUE OF THE 505.19 ACRES TO A POINT;
THENCE S 96005'59"W - 21.56.69' THROUGH SAID 505.19 ACRES TO A POINT IN THE
SOUTHEASTERLY LINE OF THE RESIDUE OF A CALLED 200.00 ACRE TRACT
DESCRIBED IN A DEED TO THE CITY OF COLLEGE STATION RECORDED IN VOLUME
1385, PAGE 14 OF SAID OFFICIAL DEED RECORDS. BEING A WESTERLY CORNER OF
THE HEREIN DESCRIBED TRACT;
THENCE N 49"48'31" E - 154.40' ALONG SAID LINE OF THE RESIDUE OF THE 200.00
ACRES TO THE MOST EASTERLY CORNER OF SAID RESIDUE OF THE 200.00 ACRES,
THE SOUTHWEST CORNER OF THE RESIDUE OF A CALLED 7.32 ACRE TRACT
DESCRIBED IN A DEED TO PEBBLE CREEK DEVELOPMENT COMPANY RECORDED IN
Waco, T- is 76702
8225 -cm-1 Park Drivc
Su;le 100
Waco. Tends 76771
125417,72.9272
,ROD 1]26.1683
raxr254) 776.29:4
.r.v...wallnte •group.ta,n
VOLUME 3229, PAGE 232 OF SAID OFFICIAL DEED RECORDS, SAME BEING A CORNER
OF THE RESIDUE OF THE 505.19 ACRES AND THE HEREIN DESCRIBED TRACT;
THENCE N 67°31'22" W -148.82' ALONG THE COMMON LINE OF SAID RESIDUE OF
THE 200.00 AND 7.32 ACRE TRACTS FOR A CORNER OF THE RESIDUE OF THE 505.19
ACRES AND THE HEREIN DESCRIBED TRACT;
THENCE ALONG THE EAST LINE OF PEBBLE CREEK, PHASE 8-C AND PHASE 8-A THE
FOLLOWING FOURTEEN (14) COURSES:
1) N 22"29'1 2" E - 1.94.09' TO AN ANGLE POINT,
2) N 45016'59" E - 459.82' TO A'/s" DIAMETER REBAR PLACED FOR AN ANGLE
POINT,
3) N 07°58'02" E - 304.66' TO A Y2" DIAMETER REBAR IN CONCRETE FOUND FOR AN
ANGLE POINT,
4) N 25033'31" E -104.30' TO A 1/i" DIAMETER REBAR IN CONCRETE FOUND FOR AN
ANGLE POINT,
5) N 40°06' 1(Y" W - 180.00' TO A'/5" DIAMETER REBAR IN CONCRETE FOUND FOR
AN ANGLE POINT,
6) N 49°53'50" E - 180.00' TO A 1h" DIAMETER REBAR IN CONCRETE FOUND FOR AN
ANGLE POINT,
7) AN ARC DISTANCE OF 89.45' ALONG A CURVE TO THE LEFT HAVING A RADIUS
OF 225.00' AND WHOSE CHORD BEARS N 51°2932" W - 88.87' TO A'h" DIAMETER
REBAR IN CONCRETE FOUND FOR AN ANGLE POINT,
8) N 27°50'06" E - 159.21' TO A 5i" DIAMETER REBAR IN CONCRETE FOUND FOR AN
ANGLE POINT,
9) N 40006'10" W - 80.8 I.' TO A 'N' DIAMETER REBAR IN CONCRETE FOUND FOR AN
ANGLE POINT,
10) N 17°13'04" E - 368.30' TO A 'h" DIAMETER REBAR IN CONCRETE FOUND FOR AN
ANGLE POINT,
11) S 40"06'10" E - 73.88' TO A 1T" DIAMETER REBAR IN CONCRETE FOUND FOR AN
ANGLE POINT,
12) N 49°53'50" E - 310.00' TO A Lei" DIAMETER REBAR IN CONCRETE FOUND FOR AN
ANGLE POINT,
1.3) N 40-06'10" W - 313.95' TO A DIAMETER REBAR IN CONCRETE FOUND FOR
AN ANGLE POINT,
14) AND N 32°09'34" W - 115. 14- TO THE POINT OF BEGINNING.
COMPILED FROM RECORDS
AND SURVEY PERFORMED
ON JULY 6, 2001
WO# 12671
PLAT D-1438
12671-FN-08.DOC
MAP C IK'D BY SRJ
AUG. 17 '01 (THU) 15:0a WALLACE GROUP
2547728691
`w,.E,
A LACE
G R I U`P '
.1N C_.., PEBBLE CREEK. PHASE 9 -133.04 ACRES
PAGE. 2/3
E N G I N E 1: R 5
A R C H I T E C T S
P L A N N E R 5 FIELD NOTES FOR A 133.04 ACRE TRACT OF LAND LOCATED IN THE S.W.
s u R v r: v o R 5 ROBERTSON SURVEY, ABSTRACT NO, 202, BRAZOS COUNTY, TEXAS, AND BEING
OUT OF THE RESIDUE OF A CALLED 505.19 ACRE TRACT DESCRIBED AS TRACT I IN
WAG O
KILI.EEN A DEED TO PEBBLE CREEK DEVELOPMENT COMPANY, RECORDED IN VOLUME 1671,
TEMPLE PAGE 276 OF THE OFFICIAL DEED RECORDS OF BRAZOS COUNTY, TEXAS, A
n LI T I N
D A L L r1 5 PORTION OF THE RESIDUE OF A CALLED 7.32 ACRE TRACT DESCRIBED IN A DEED
TO PEBBLE CREEK DEVELOPMENT COMPANY, RECORDED IN VOLUME 3229, PAGE
232 OF SAID OFFICIAL DEED RECORDS, SAID 133.04 ACRES BEING MORE
PARTICULARLY SHOWN ON THE ATTACHED EXHIBIT DRAWING FOR REZONING
. W14IC14 IS MADE A PART HEREOF AND DESCRIBED BY METES AND BOUNDS AS
FOLLOWS:
BEGINNING AT A 14" DIAMETER REBA:R FOUND ALONG THE SOUTH LINE OF ROYAL
ADELADE DRIVE MARKING THE NORTHEAST CORNER OF LOT 1, fLLOCK 33 OF
PEBBLE CREEK, PHASE 8-A, RECORDED IN VOLUME 3298, PAGE 2 AID DEED
RECORDS, MARKING A CORNER OF THE ABOVE MENTIONED HE
505.19 ACRE TRACT AND A NORTHERLY CORNER OF THE HER
TRACT;
Scam Flnlee rty, R.RLS.
Kevin R~RI.5,
THENCE ALONG THE SOUTH LINE OF ROYAL, ADELADE D
Mik`n '+"rR Knd"hoy, P. P.F,., R.P.L.S.
OF 1.15.15' ALONG A CURVE TO THE LEFT HAVING A RAD
°avld M.,mk, P.6
FIAVING A CHORD WHICH BEARS N 55°44'34" E - 114
99
Od an A. McDaniel, P. L
Thorne I. Mf,pot Jr.. R-111..5.
,
TANGENCY;
Dan Nixon, R.P.I..S,
LA. "lake" Puvlm 7r, P, F..
SdHk Pnmy, R.P.L.S.
THENCE N 50025'10" E - 1160.73' CONTINUING ALONG THEE SOU
Lynn Slmpxun, R.P. L.S.
David P. Smith, RE,
.
ADELADE DRIVE TO A POINT IN THE WEST LINE OF A CALLED 27,29
F
eo!I^I
VMkuraik;
Dv
DESCRIBED IN A DEED TO PEBBLE CREEK PARKWAY
RECORDED IN VO
$p
_
I
. P.E.
G,,,,
R,F..'Pnb^ W.Illaro, PF., R.Pt.S.
,
PAGE 13 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY
FOR THE
Olin r' 'N inkier
P
E 11 E.
Sohn F Winkler
P
,
CORNER OF THE RESIDUE OF THE 505.19 ACRES AND THE HEREIN DESCRIBED
,
.
.
,
.
TRACT;
THENCE S 39033'57" E 2432,98' ALONG THE WEST LINE OF SAID PEBBLE CREEK
PARKWAY TO A POINT FOR THE SOUTHWEST CORNER OF THE SAID 27.29 ACRES
,
AND A CORNER OF TRACT DESCRIBED IN A DEED TO 13RAZOS COAL LIMITED,
- -
RECORDED IN VOLUME 534, PAGE 458 OF SAID OFFICIAL DEED RECORDS, ALSO
BEING THE EAST CORNER OF THE RESIDUE OF THE 505.19 ACRES AND THE HEREIN
DESCRIBED TRACT;
- -
THENCE S 39007'35" W - 1522.89', ALONG THE SOUTHEASTERLY LINE OF SAID
RESIDUE OF THE 505,19 ACRES TO A POINT;
THENCE S 86005'59" W - 2156.69' THROUGH SAID 505,19 ACRES TO A POINT IN THE
SOUTHEASTERLY LINE OF THE RESIDUE OF A CALLED 200.00 ACRE TRACT
DESCRIBED IN A DEED TO THE CITY OF COLLEGE STATION RECORDED IN VOLUME
1385, PAGE 14 OF SAID OFFICIAL DEED RECORDS, BEING A WESTERLY CORNER OF
THE., HEREIN DESCRIBED TRACT;
THENCE N 49°48'3.1" E - 1.54,40' ALONG SAID LINE OF THE RESIDUE OF THE 20000
ACRES TO THE MOST EASTERLY CORNER OF SAID RESIDUE OF THE 200.00 ACRES
,
THE SOUTHWEST CORNER OF THE RESIDUE OF A CALLED 7.32 ACRE TRACT
P.O. 00x 22007
Waco
Texas 76702
DESCRIBED IN A DEED TO PEBBLE CREEK DEVELOPMENT COMPANY RECORDED IN
,
rt225 Ccnlral Park Drivc
Sniln 100
Waco, Texas 76712
12;4) 772.9272
Ie00) 1:1!,.1609
rax(254)776-2724
www,wtllace•A rouP.catn
AUG. i 7 '01 (THU) 15:08 WALLACE GROUP 254772.8691 PAGE. 3/3
VOLUME 3229, PAGE 232 OIL SAID OFPICIA.L DEED RECORDS, SAME BEING A CORNER
OF THE RESIDUE OF THE 505.1.9 ACRES AND THE HEREIN DESCRIBED TRACT;
THENCE N 67°31'22" W - 148.82' ALONG THE COMMON LINE OF SAID RESIDUE OF
THE 200.00 AND 7.32 ACRE TRACTS FOR A CORNER OF THE RESIDUE OF THE 505.19
ACRES AND THE HEREIN DESCRIBED TRACT;
THENCE ALONG THE EAST LINE OF PEBBLE CREEK, PHASE 8-C AND PHASE 8-A THE
FOLLOWING FOURTEEN (14) COURSES:
1) N 22-29-12" E - 194.09' TO AN ANGLE POINT,
2) N 45016'58" F - 459.82' TO A 1/2" DIAMETER REBAR PLACED FOR AN ANGLE
POINT,
3) N 07°58'02" E - 304.66' TO A W' DIAMETER REBAR IN CONCRETE FOUND FOR AN
ANGLE POINT,
4) N 25°33'31" E - 104.30' TO A 1/2" DIAMETER R.'EBAR IN CONCRETE FOUND FOR AN
ANGLE POINT,
5) N 40°06'10" W - 180.00' TO A W' DIAMETER REBAR IN CONCRETE ]Rol
T*' AN ANGLE POINT,
6) N 49°53'50" E - 180.00' TO A'W' DIAMETER REBAR IN CONCRP'
ANGLE POINT,
7) AN ARC DISTANCF. OF 89.45' ALONG A CURVE TO TT
OF 225.00' AND WHOSE CHORD BEARS N 51029'
REBAR IN CONCRETE FOUND FOR AN ANr-
8) N 27°50'06" F_ - 159.21' TO A IA" DIAMF""
ANGLE POINT,
9) N 40°06' 10" W - 80.81.' TO A IA" D.IAMETL
ANGLE POINT,
10) N 17°13'04" E - 368.30' TO A'/2" DIAMETER
ANGLE POINT,
11) S 40-06'10" E - 73.88' TO A V2" DIAMETER REL
ANGLE POINT,
12) N49-53-50" E- 3.10.00' TO A%" DIAMETER REBf.
ANGLE POINT, k l
13) N 40°06' 10" W 31.3.95' TO A Iii" DIAMETER REBAR
AN ANGLE POINT, 3
14) AND N 32009'34" W - 115.14' TO THE POINT OF BEGIN
COMPILED" ..)RDS
AND SURV}. .NORMED
ON JULY 6, 2u0l
WO# 12071
PLAT D-1438
12671-FN-08,DOC
MAP CHK'D BY SRI
2
THE
WA L LAC E
GROUP,
INC. PEBBLE CREEK, PHASE 9 - 216.14 ACRES
E N G I N E E R S
P R A H N I N E E C R s FIELD NOTES FOR A 216.14 ACRE TRACT OF LAND LOCATED IN THE S.W.
S u R V E v o R S 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 c o
K I L L E E N A DEED TO PEBBLE CREEK DEVELOPMENT COMPANY, RECORDED IN VOLUME 1671,
T E &I P L E PAGE 276 OF THE OFFICIAL DEED RECORDS OF BRAZOS COUNTY, TEXAS, A
PORTION OF THE RESIDUE OF A CALLED 7.32 ACRE TRACT DESCRIBED IN A DEED
A L' T I
D A L L L A S S
TO PEBBLE CREEK DEVELOPMENT COMPANY, RECORDED IN VOLUME 3229, PAGE
232 OF SAID OFFICIAL DEED RECORDS. SAID 216.14 ACRES BEING MORE
PARTICULARLY SHOWN ON THE ATTACHED PLAT WHICH IS MADE A PART HEREOF
AND DESCRIBED BY METES AND BOUNDS AS FOLLOWS:
BEGINNING AT A 1/2" DIAMETER REBAR FOUND ALONG THE SOUTH LINE OF ROYAL
ADELADE DRIVE MARKING THE NORTHEAST CORNER OF LOT 1, 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 A NORTHERLY CORNER OF THE HEREIN DESCRIBED
TRACT;
THENCE ALONG THE SOUTH LINE OF ROYAL ADELADE DRIVE AN ARC DISTANCE
Sca n Flaherty, R.P.L_S
.
Ke,-in Hesud, R.P.L.S.
OF 115.15' ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 630.00', AND
AAA
'
c`°`g, R
HAVING A CHORD WHICH BEARS N 55°44'34" E - 114
99' TO THE POINT OF
R..P. P.L.S
htikc Kcahey, P.
.
E
.
Da-i li,-k, PE.
TANGENCY;
Brian A. McDaniel, P.E.
Thomas J. Mireur Jc, R.P L.S.
Dan Nix,,, R.PL.S.
THENCE N 50025'10" E - 1160.73' CONTINUING ALONG THE SOUTH LINE OF ROYAL
JA '9akc' Pavlas, jr , PE
.
5cu11 Po-y, RYLS.
ADELADE DRIVE TO A POINT IN THE WEST LINE OF A CALLED 27.29 ACRE TRACT
Lynn P.S R.RL.S
d
.
RECORDED IN VOLUME 1029
DESCRIBED IN A DEED TO PEBBLE CREEK PARKWAY
Davi
id P. So,mi ih, RE,
,
,
Darrell Vickers, A.I.A.
FOR THE NORTH
PAGE 13 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY
George E. 'led" Walker, Jr., PE.
R.E. •Boh" ana«-, RE, R.PLS
,
CORNER OF THE RESIDUE OF THE 505.19 ACRES AND THE HEREIN DESCRIBED
Otto E. Wiedcrhold, RE.
TRACT
John F. Winkler, RE_
;
THENCE S 39°33'57" E - 2432.98' ALONG THE WEST LINE OF SAID PEBBLE CREEK
PARKWAY TO A POINT FOR THE SOUTHWEST CORNER OF THE SAID 27.29 ACRES,
AND A CORNER OF TRACT DESCRIBED IN A DEED TO BRAZOS COAL LIMITED,
RECORDED IN VOLUME 534, PAGE 458 OF SAID OFFICIAL DEED RECORDS, ALSO
BEING THE EAST CORNER OF THE RESIDUE OF THE 505.19 ACRES AND THE HEREIN
DESCRIBED TRACT;
THENCE ALONG THE SOUTHEASTERLY, SOUTH AND SOUTHWESTERLY LINES OF
SAID RESIDUE OF THE 505.19 ACRES THE FOLLOWING FOUR (4) COURSES:
1) S 39°07'35" W - 2317.16' TO A POINT,
2) S 03°37'46" E - 1431.01' TO A POINT,
3) S 86°31'08" W - 1095.55' TO A POINT,
-
4) AND N 40° 10'42" W - 1918.27' TO A POINT IN THE SOUTHEASTERLY LINE OF
THE RESIDUE OF A CALLED 200.00 ACRE TRACT DESCRIBED IN A DEED TO THE
CITY OF COLLEGE STATION RECORDED IN VOLUME 1385, PAGE 14 OF SAID
OFFICIAL DEED RECORDS, BEING A WESTERLY CORNER OF THE SAID 505.19
ACRES AND THE HEREIN DESCRIBED TRACT;
THENCE N 49°48'31" E - 926.84' ALONG SAID LINE OF THE RESIDUE OF THE 200.00
P.O. Box 22007 ACRES TO THE MOST EASTERLY CORNER OF SAID RESIDUE OF THE 200.00 ACRES,
Waco, Texas 76702
THE SOUTHWEST CORNER OF THE RESIDUE OF A CALLED 7.32 ACRE TRACT
8225 Central Park Drive
Suite 100
Waco, Texas 76712
(254)772-9272
(800) 336-1683
fax(234)776-2924
www.wallace-group.com
DESCRIBED IN A DEED TO PEBBLE CREEK DEVELOPMENT COMPANY RECORDED IN
VOLUME 3229, PAGE 232 OF SAID OFFICIAL DEED RECORDS, SAME BEING A CORNER
OF THE RESIDUE OF THE 505.19 ACRES AND THE HEREIN DESCRIBED TRACT;
THENCE N 67°31'22" W - 148.82' ALONG THE COMMON LINE OF SAID RESIDUE OF
THE 200.00 AND 7.32 ACRE TRACTS FOR A CORNER OF THE RESIDUE OF THE 505.19
ACRES AND THE HEREIN DESCRIBED TRACT;
THENCE ALONG THE EAST LINE OF PEBBLE CREEK, PHASE 8-C AND PHASE 8-A THE
FOLLOWING FOURTEEN (14) COURSES:
1)
N 22-29'12" E -
194.09' TO AN ANGLE POINT,
2)
N 45-16'58" E -
459.82' TO A 1/2" DIAMETER REBAR PLACED FOR AN ANGLE
POINT,
3)
N 07°58'02" E -
304.66' TO A 1/2" DIAMETER REBAR IN CONCRETE FOUND FOR AN
ANGLE POINT,
4)
N 25°33'31" E -
104.30' TO A 1/2" DIAMETER REBAR IN CONCRETE FOUND FOR AN
ANGLE POINT,
5)
N 40-06'10" W -
180.00' TO A 1/2" DIAMETER REBAR IN CONCRETE FOUND FOR
AN ANGLE POI
NT,
6)
N 49°53'50" E -
180.00' TO A 1/2" DIAMETER REBAR IN CONCRETE FOUND FOR AN
ANGLE POINT,
7)
AN ARC DISTA
NCE 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,
8) N 27°50'06" E - 159.21' TO A 1/2" DIAMETER REBAR IN CONCRETE FOUND FOR AN
ANGLE POINT,
9) N 40-06'10" W - 80.81' TO A 1/2" DIAMETER REBAR IN CONCRETE FOUND FOR AN
ANGLE POINT,
10) N 17°13'04" E - 368.30' TO A 1/z" DIAMETER REBAR IN CONCRETE FOUND FOR AN
ANGLE POINT,
11) S 40-06'10" E - 73.88' TO A 1/2" DIAMETER REBAR IN CONCRETE FOUND FOR AN
ANGLE POINT,
12) N 49°53'50" E - 310.00' TO A 1/z" DIAMETER REBAR IN CONCRETE FOUND FOR AN
ANGLE POINT,
13) N 40-06'10" W - 313.95' TO A 1/2" DIAMETER REBAR IN CONCRETE FOUND FOR
AN ANGLE POINT,
14) AND N 32°09'34" W - 115.14' TO THE POINT OF BEGINNING.
COMPILED FROM RECORDS
AND SURVEY PERFORMED
ON JULY 6, 2001
WO# 12671
PLAT D-1438
1267 1 -FN-03.DOC
MAP CHK'D BY SRJ