HomeMy WebLinkAboutDrawingsN
N
EXISTING 1
12 WATERLINE/
CITY LIMIT
ill it]WWEEW
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10. 543 A'
325 �/54
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P OPOSED
1 " WATER
PROPO
AFIRE H
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AND FERESA GOLD
'E TR CT
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P.U.E.
WIDTH
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1
N/F
D. R. CAIN L
19 ACRE TR
375 2
UNPLA D
Ril
5d
METES AND BOUNDS DESCRIPTION
OFA
` 53.305 ACRE TRACT
ANDREW McMAHAN SURVEY, A-167
COLLEGE STATION, BRAZOS COUNTY, TEXAS
Curve Table
CURVE #
LENGTH
1259.87'
RADIUS
DELTA
TANGENT
I CHORD
I CHORD DIRECTION
C1
205.54'
1 2814.67'
005'17'24"
130.03'
259.77'
S24'44'15"E
\
LINE TABLE
UNE #
METES AND BOUNDS DESCRIPTION OF ALL THAT CERTAIN TRACT OF LAND LYING AND BEING SITUATED
IN
L1
212.41'
S68' 24' 47"W
THE ANDREW McMAHAN SURVEY, ABSTRACT NO. 167, COLLEGE STATION, BRAZOS COUNTY, TEXAS. S
205.54'
S70' 01' 48"W
L3
107.64'
TRACT BEING THE SAME TRACT OF LAND AS DESCRIBED BY A DEED TO GEO 3, INC. RECORDED IN VOLUME
L4
103.75'
S75' 43' 32"W
L5
8903, PAGE 58 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS.
S82' 48' 15"W
L6
97.61'
N
L7
SAID TRACT BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS:
S85' 44' 30"W
LB
129.09'
IRMA J SEPHIN BENTON
L9
137.89'
NBT 15' 23"W
L10
217.05'
CALLED 15.41 A RE TRACT
L11
BEGINNING AT A 5/8 INCH IRON ROD FOUND ON THE NORTHEAST LINE OF I & G N ROAD (100' R.O
W.)
L12
109.78'
S71' 40' 52"W
MARKING THE SOUTH CORNER OF A 10.0543 ACRE TRACT OF LAND AS DESCRIBED BY A DEED TO DAVID
107.93'
362/47
L14
GOLD AND TERESA GOLD RECORDED IN VOLUME 3253, PAGE 54 OF THE OFFICIAL PUBLIC RECORDS
OF
U N P LATT
98.71'
BRAZOS COUNTY, TEXAS;
L16
158.94'
S85 44' 30"W
THENCE: N 42' 18'22" E ALONG THE SOUTHEAST LINE OF SAID 10.0543 ACRE TRACT FOR A DISTANCE
OF
N87' 32' 32"W
L78
900.65 FEET (DEED CALL AND MEASURED DISTANCE) TO A 5/8 INCH IRON ROD FOUND MARKING THE EAST
N82' 15' 23"W
\
CORNER OF SAID 10.0543 ACRE TRACT;
\
THENCE: N 22' 03'22" W ALONG THE NORTHEAST LINE OF SAID 10.0543 ACRE TRACT FOR A DISTANC
697.14 FEET (DEED CALL DISTANCE - 697.29 FEET) TO A'% INCH IRON ROD FOUND ON THE SOUTHEAST LINE
',OF
OF A CALLED 26.19 ACRE TRACT OF LAND AS DESCRIBED BY A DEED TO D. R. CAIN RECORDED IN VOL
375, PAGE 72 OF THE DEED RECORDS OF BRAZOS COUNTY, TEXAS;
\
THENCE: N 42' 16' 47" E ALONG THE SOUTHEAST LINE OF SAID 26.19 ACRE TRACT FOR A DISTANCE'',
514.22 FEET (DEED CALL DISTANCE - 914.36 FEET) TO A 3/a INCH IRON PIPE FOUND ON THE SOUTHWEST LINE
OF
OF A CALLED 15AI ACRE TRACT OF LAND AS DESCRIBED BY A DEED TO WILBOURN EUGENE BATON
\
RECORDED IN VOLUME 362, PAGE 473 OF THE DEED RECORDS OF BRAZOS COUNTY, TEXAS. SAID IRON PIPE
FOUND MARKING THE EAST CORNER OF SAID 26.19 ACRE TRACT;
\
THENCE: S 471 54'05" E ALONG THE SOUTHWEST LINE OF SAID 15.41 ACRE TRACT FOR A DISTANCE
!OF
1193.25 FEET (DEED CALL DISTANCE - 1193.02 FEET) TO A '/: INCH IRON ROD FOUND MARKING TILE SO
11TH
Q
CORNER OF SAID 15.41 ACRE TRACT AND THE SOUTHWEST CORNER OF LOT 11, SHILOH SUBDIVISION
A A RECORDED IN VOLUME 289, PAGE 219 OF THE DEED RECORD
OS
COUNTY TEXAS
THENCE: S 48' 00'08" E ALONG THE SOUTHWEST LINE OF SAID LOT 11 FOR A DISTANCE 017385.11 FEET
\
(DEED CALL DISTANCE - 385.25 FEET) TO A''/2 INCH IRON ROD FOUND;
THENCE: S 17' 54' 05" W, AT 963.89 FEET PASS A 'A INCH IRON ROD FOUND ON THE APPAIT
RIGHT-OF-WAY OF SOUTH DOWLING ROAD MARKING THE WEST CORNER OF A CALLED 5.00 ACRE TRACT
OF LAND AS DESCRIBED BY A DEED TO CHARLES MICHAEL FULFER AND WIFE, KAREN MARIE FULFER
\
RECORDED IN VOLUME 10087, PAGE 194 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, i6iAS,
CONTINUE ON FOR A TOTAL DISTANCE OF 995 53 FEET (DEED CALL DISTANCE - 995 73 FEET) TO A POINT
IN
\ THE CENTERLINE OF SOUTH DOWLING ROAD. FOR REFERENCE, CITY OF COLLEGE STATION GPS
Vl i' MONUMENT NO. 134 BEARS: S 63' 17' 16" E FOR A DISTANCE OF 2220.16 FEET;
\ THENCE: ALONG TIIE CENTERLINE OF SOUTH DOWLING ROAD FOR THE FOLLOWING CALLS:
\ N 82° 15'23" W FOR A DISTANCE OF 137.89 FEET (DEED CALL AND MEASURED DISTANCE) TO A POINT
\ N 87' 32'32" W FOR A DISTANCE OF 129.09 FEET (DEED CALL AND MEASURED DISTANCE) TO A POINT
S 85'44! 30" W FOR A DISTANCE OF 155.74 FEET (DEED CALL AND MEASURED DISTANCE) TO A POINT
S 83° 56'08" W FOR A DISTANCE OF 97.61 FEET (DEED CALL AND MEASURED DISTANCE) TO A POINT;
20' \P.U.E. S 82° 48'15" W FOR A DISTANCE OF 212.40 FEET (DEED CALL AND MEASURED DISTANCE) TO A POINT;
\ S 75° 43'32" W FOR A DISTANCE OF 103.75 FEET (DEED CALL AND MEASURED DISTANCE) TO A POINT;
\ S 71'40'52" W FOR A DISTANCE OF 107.64 FEET (DEED CALL AND MEASURED DISTANCE) TG A POINT;
\ S 70'01'48" W FOR A DISTANCE OF 205.54 FEET (DEED CALL AND MEASURED DISTANCE) TO A POINT;''
S 68° 24'47" W FOR A DISTANCE OF 212.41 FEET (DEED CALL AND MEASURED DISTANCE) TO A POINT ON
\
THE NORTHEAST LINE OF I & G N ROAD (100' R.O.W.) MARKING THE BEGINNING OF A CLOCKWISE
CURVE HAVING A RADIUS OF 2814.67 FEET. FOR REFERENCE, A''/2 INCH IRON ROD FOUND BEARS: N 26'
\59'55" W FOR A DISTANCE OF 37.71 FEET;
E� THENCE: ALONG SAID CURVE AND THROUGH A CENTRAL ANGLE OF 05' 17'24" FOR AN ARC DISTANC'OF
\ 259.87 FEET (CHORD BEARS: N 24' 44' 15" W - 259.77 FEET) TO A''/2 INCH IRON ROD FOUND;
EXISTING THENCE: N 22' 04' 36" W CONTINUING ALONG THE NORTHEAST LINE OF I & G N ROAD FOR A DISTANCE''OF
VEGETATION \ 332.90 FEET (DEED CALL AND MEASURED DISTANCE) TO THE POINT OF BEGINNING CONTAINING 53.305
LOT 11 ACRES OF LAND, MORE OR LESS, AS SURVEYED ON THE GROUND MAY, 2011.
SHI H SUBDIVISION
289/219
LOT 1, BLQCK 1
51.994 AC
ZONED A -O
VTJ
SCATTERED
TREES
P.U.E.
20' BTU ELECTRICA
EA EMENT, 9424/20
& 9424/2
20' w /
P.U.E. J
SED R.O.W. EXISTING /
DEDICATION 20 VEGETATION
1.361 ACRES P.U.E. Z _
' ROPOSEDJ1- 3 3 3 E -
E _YDR� 3------� 3 3
3
a L14
3 L15 -
6 --�.
\ • _ EXISTING
! • ■ ���L�.'�
For 9-m
E TING WATER
6" WATE INE SERVICE
�.-
20
P.U.E.
W___►.
:GE STATION
#134
"
16'
pfflkio,
- 290
LINE TABLE
UNE #
LENGTH
DIRECTION
L1
212.41'
S68' 24' 47"W
L2
205.54'
S70' 01' 48"W
L3
107.64'
S71' 40' 52"W
L4
103.75'
S75' 43' 32"W
L5
212.40'
S82' 48' 15"W
L6
97.61'
S83' 56' 08"W
L7
155.74'
S85' 44' 30"W
LB
129.09'
NETT 32' 32"W
L9
137.89'
NBT 15' 23"W
L10
217.05'
S68' 24' 47"W
L11
206.77'
S70' 01' 48"W
L12
109.78'
S71' 40' 52"W
L13
107.93'
S75' 43' 32"W
L14
215.48'
S82' 48' 15"W
L15
98.71'
S83' 56' 08"W
L16
158.94'
S85 44' 30"W
L17
133.60'
N87' 32' 32"W
L78
147.58'
N82' 15' 23"W
pfflkio,
- 290
EXISTING CONTOUR
PLAT BOUNDARY
PROPOSED R.O.W. DEDICATION
am em = NO EIR 9m few
CITY LIMIT LINE
EXISTING PROPERTY LINE
EDGE OF PAVEMENT LINE
O
PROPERTY CORNER
-
EXISTING PUBLIC UTILITY EASEMENT
-
PUBLIC UTILITY EASEMENT LINE
E
EXISTING OVERHEAD ELECTRIC UNE
UE
EXISTING UNDERGROUND ELECTRIC LINE
T _ r _
EXISTING UNDERGROUND
TELECOMMUNICATIONS LINE
W-12
EXISTING WATER LINE
P.U.E.
PUBLIC UTILITY EASEMENT
APPROXIMATE LOCATION OF EXISTING
VEGETATION
<__
FLOW DIRECTION
CDETENTION
POND
NOTES:
1. BEARING SYSTEM SHOWN HEREON IS BASED 7. THE WATER SUPPLIERI FOR THIS DEVELOPMENT
ON GRID NORTH AS ESTABLISHED FROM G.P.S: IS THE WELLBORN SPECIAL UTILITY DISTRICT.
OBSERVATION. THE WATERLINES WILL BE DESIGNED AND
CONSTRUCTED TO CITY C( F COLLEGE STATION
2. THE TOPOGRAPHY SHOWN IS FROM FIELD SPECIFICATIONS AND ST NDARDS. THESE
SURVEY DATA AND AERIAL TOPOGRAPHY WATERLINES WILL PROVIDE THE REQUIRED FLOW
PREPARED FOR THE CITY OF COLLEGE STATION. TO FIRE HYDRANTS TO MEET FIRE PROTECTION
REQUIREMENTS.
3. THIS TRACT DOES NOT LIE WITHIN A
DESIGNATED 100 YEAR FLOOD PLAIN ACCORDING 8. A WATER DESIGN REPORT FOR THIS
TO THE F.I.R.M. MAPS, COMMUNITY PANEL NO. SUBDIVISION WILL BE PF OVIDED PER CITY
48041 CO200-C, EFFECTIVE JULY 2, 1992. STANDARDS.
4. THE FOLLOWING BLANKET EASEMENTS APPLY 9. ELECTRIC SERVICE FOR THIS DEVELOPMENT
TO THIS TRACT: WILL BE PROVIDED BY ERYAN TEXAS UTILITIES
-CITY OF BRYAN 144/108 (BTU). ADDITIONAL FRSE ENTS WILL BE PROVIDED
-WELLBORN WATER SUPPLY CORP. 303/288 AS REQUIRED BY BTU.
-CITY OF BRYAN 548/539
10. THERE SHALL BE A 5' WIDE EASEMENT FOR
5. THE PROPOSED LAND USE FOR THIS ANCHORS AND GUY WIRES NECESSARY TO HELP
DEVELOPMENT IS COMMERCIAL WITH THE SUPPORT OVERHEAD UTILITY LINES. SAID
FOLLOWING TYPES OF BUILDINGS PROPOSED: EASEMENTS WILL EXTEND'' 20' BEYOND ANY
-OFFICE UTILITY EASEMENT.
-LABORATORY
-WAREHOUSE/STORAGE 11. EACH LOT WILL PROVIDE A MINIMUM OF TWO
-PRIVATE CONFERENCE/EVENT CENTER (2) TREES OF AT LEAST TWO INCHES (2") IN
THERE IS CURRENTLY ONE EXISTING RESIDENTIAL CALIPER OR ONE (1) TR E OF FOUR INCH (4")
STRUCTURE ON THE PROPERTY WHICH WILL CALIPER PER ORDINANCE NO. 3222.
ULTIMATELY BE REMOVED.
I
6. THIS PROPERTY WILL BE SEWERED BY
ON-SITE SEWAGE FACILITIES (OSSFs) WHICH
MUST COMPLY WITH ALL COUNTY & STATE OSSF
REGULATIONS. ALL OSSF CONSTRUCTION MUST NO'T FOR RECORD
HAVE AN "AUTHORIZATION TO CONSTRUCT"
PERMIT ISSUED BY THE BRAZOS COUNTY HEALTH
DEPARTMENT. THIS PERMIT ENSURES COMPLIANCE
WITH THE COUNTY ORDER ADOPTED BY THE
COMMISSIONERS COURT OF BRAZOS COUNTY, PRELIMINARY
PURSUANT TO THE PROVISIONS OF SECTION
21.084 OF THE TEXAS WATER CODE. ON-SITE
SEWAGE FACILITIES DISPOSAL AREAS SHALL NOT
ENCROACH THE 100 FOOT OR THE 150 FOOT TDI-brooksCenter
Inter
SANITARY ZONE OF A PRIVATE OR PUBLIC WELL, natiOnal
RESPECTIVELY.
53.305 ACRES
BLOCK 1, LOT 11 51.994 ACRES
VICINITY MAP
100 0 0 100 N
SCALE IN FEET
NOT TO SCALE
1.361 ACRES R.O.W. DEDICATION
aco ANDREW McMAHAN SURVEY, A-167
COLLEGE STATION, BRAZOS COUNTY, TEXAS
S BJECT ?j
PROPERTY SCALE: 1 "=100' MAY 2011
REV. JUNE 2011
OWNER: SURVEYOR:
Brad Kerr, R.P.L.S. No. 4502
GE ',3, Inc. Kerr Surveying, LLC
G
142,79 South Dowling Road 505 Church Avenue
College Station, TX 77845 College Station, TX 77841
®
(979)693-3446 (979) 288-3195
an
ENGINEER:
SCHULTZ ENGINEERING, LLC.
PO Box 11995
College Station, TX 77842
(979)764-3900
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TDI-Brooks International Center
53.305 ACRES
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ANDREW McMAHAN SURVEY, A-167
COLLEGE STATION, BRAZOS COUNTY, TEXAS
SCALE: 1"=100' MAY 2011
REV. JUNE 2011
OWNER; SURVEYOR:
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