HomeMy WebLinkAboutCreek Meadows Sec1C Ph4CERTIFICATE OF OWNERSHIP AND DEDICATION
STATE OF TEXAS
COUNTY OF BRAZOS
I CREEK MEADOWS PARTNERS. L.P. owner and developer of the land shown on this plat,
and designated herein as the CREEK MEADOWS - SECTION 1C PHASE FOUR Subdivision to
the City of College Station, Texas, and whose name is subscribed hereto, hereby dedicate
to the use of the public forever all streets, alleys, parks, greenways, infrastructure,
easements, and public places thereon shown for the purpose and consideration therein
expressed. All suc dications shall be in fee simple unless expressly provided otherwise.
STATE OF TEXAS
COUNTY OF PA12)21,
Before me, the undersigned authority, on this day personally appeared AtTI �VW C known
to me to be the person whose name is subscribed to the foregoing
instrument and
acknowledged to me that he executed the same for the purpose and consideration therein
stated.
Given under my hand and seal onthis v ! day of A/O11,1-M t1t7Z --,
20__Lj
'd�i���ellpgy�y
: .r••Y PI•.
AN
Notary Public YL County, S e of Texasft
i • .
' 1 ,
CERTIFICATE OF CITY ENGINEER
City Engineer of the City of College
Station, Texas, hereby certify that this Subdivision Plat conforms to the requirements of
the Subdivision Regulations of the City of College Station.
7
City Engineer
City of College Station
CER FICATE OFPLANNINGAND ZONING COMMISSION
I, __ `C-� - , Chairman) of the Planning and Zoning
Commikai& of the City of College Station, hereby certify that he attached pI t was duly
approved by the Commission on the day of on CD� ..,
20A -X.
Chairman
L..A •G.;.e
CERTIFICATE OF THE COUNTY CLERK
STATE OF TEXAS
COUNTY OF BRAZOS
Filed for Record
5�' rF said county, do
hereby certify__ in the Official Records Of: � _��I rr. i was filed for
Brazos County Clerk o x w
record in my � in the
Deed Records On: 12/22/2017 1:41:44 PM
In the PLAT Records
�Y OEC
WITNESS my he Doc Number: 2017-1317028
Number of Pages: 1 �.
County Clerk Amount: 73.00ZZ (o
Brazos County,Order#:20171222000085
% By: TD
G
NOW OR FORMERLY
LYNN M. RUOFF
CALLED 11.18 ACRE TRACT
VOL. 1694, PG. 111
au
/ —N—
10' P.U.E.
(4168/77)
UMI
\ NOW OR FORMERLY N
\ \ KENNETH JIANG
LOT 4, BLOCK ONE 0 60 120
VOL. 11654, PG. 56
K•
SCALE: 1"=60' CREEK MEADOWS:
9s 4 \ / SEC110N 1 C, PH. 4
..,, O , Q
20' P.U.E.
VLCINITYIr .MaP c
` 3 \ 20' P.U.E. NOT TO SCALE
X/ai � � / � � i (4168/77)
y
Ob
c^ \ 10' P.U.E. NOW OR FORMERLY
13
j 11 TY (CAL SIDE ,, \ \ (4168/77) EDUARDO' & KAREN GARZA
4 EAS MENT • f o� LOT 3, BLOCK ONE
SEE a TAIL A y,� .�� 9 \ VOL. 9014, PG. 180101
O ix`Vi Sp \ 10 PUE & Pr.D.E. (SEE /
1fl`S ` �• �, 0;1`��;•, \ NOTE #9) 20' P.U.E.
15' P.U.E. 4y /// (4168/77)
COM' ON
AREA TABLE
AREA ikEA
LABEL AC)
100% ENCUMBERED
BY EASEMENT
------- PROPERTY LINE
L2 N 47'04'18" W
50.00'
-------- EASEMENT LINE
50.00'
L4 S 42'18" W
P.U.E. PUBLIC UTILITY EASEMENT
INTERIOR LINE
DATA
P.A.E. PUBLIC ACCESS ESMT.
DISTANCE
L1 N 87'31'51" (
PR.D.E. PRV. DRAINAGE ESMT.
12 S 2'24'57" E 1
�• �° \ / P.A.E. PUBLIC UTILITY EASEMEQ J5NT A COMMON AREA
° j�° // C ACCESS ESMT. P.U.E.
16 / / NOW OR FORMERLY PR.A.E. PRV. LACCESS ESMT.
L1 O & . • o1 \ / COMMON AREA
� � ' �, ti •s � \ ALVIN & JEANIE V. GOLD PR.D.E. PRV.'. ('DRAINAGE ESMT.
f c�• i �` •.'`' \ / / LOT 2 BLOCK ONE /
/ VOL. 5035, PG. 132
tKti <v 15' P.U.E.
/ 10 �;' ¢� '''/'` \ / 5.00'
O tiR ;;' , ' \ \ 5.00
Sc9s4@4
20' P.U.E. PROPERTY
/ / ! '? st • ��i / �,, '
tri
�/+ / / (4168/77) -LINE
kK> / \ %;shoo �`1'i �°°° � �t s�! ; ?� � °`� ,�'` • `�' '�,- ; / I
\
! \
/ FORMERLY
/
NOW OR
QJ 2 i \ 12 �, 1, (S O� >\,, t \ /
/ \ ' O \ FFA ,' 20ti; , so`� \ / CORDON TODD &LISA CANTRELL —
/j, ��yo - �% % 0 \ / / / LOT 1, BLOCK ONE 10.00'
15 P.U.E.
o�l00 C/ \ , / / VOL. 8397, PG. 16
/ \ ti ADJ 3 ,; 21 0� / 20' ELECTRIC
O \ �`ti/ EASEMENT.
/ \ \ } �o`� (4168/77)
Q \ ,
OADJ 4 � A� s � �,. � Q & � • ,. \ R.O.W. LINE
PUE & Pr.D.E. (S 1`,q// 00 \ �•�, 1
NOT '/ s/ N/
o �`10°° �' '� O C-., ,�°`O
/ TY . TAL"L A S1. A. EASEM N T
15 �. 15' P.U.E. ;\ ii 23 �\ '
-4- \ / / N.T.S.
O�1t�• _/ \ / / /
S o / /' 24 86,
,
Q_7)
\/
TYPICAL SIDE
CER11FICAlE OF SURVEYOR
\> < \ ?`s�0 , o f EASEMENT /
\ / O `a°K `'.�0 18 ,�!'�-SEE DETAIL "A"
\ \ (s � \ ' ADJ 8 \ ;
\ / O-� \ \ 4 / ��1 15 P.U.E. ;f\\ h 7211 2 / / \ STATE OF TEXAS
/' \ COUNTY OF BR ZOS
�t 25 f f I, BRAD KERR egistered Professional Land Surveyor No. 4502. in the State of Texas, hereby
1K i / 9°sr O / 15 P.U.E. \ certify that th s plat is true and correct and was prepared from an actual survey of the
% ` \ < `' RA' \'1' /,�. ' ;� / \ property and that property markers and monuments were placed under my supervision on the
/ / h��� . ground.
ADJ 10
\ \ SECTION 1 C
\ / \ PHASE TWO
\ \ VOLUME __ PAGE __ \ \ ! ;' /
FINAL PLAT NOTES: '� \ \ \ % 083 i..; ,� �" .
27
,,per
GENERAL:
1. THIS TRACT DOES NOT LIE WITHIN THE FLOOD PLAIN AS GRAPHICALLY DEPICTED ON F.E.M.A.- FIRM COMMUNITY PANEL NO. 48041C \ \ 41 O \, /
0325E, MAY 16, 2012. k' :'^ rs 0�9 8 /y / 'f , / \ \ BR KERR, RPILS No. 4502
2. BASIS OF BEARING: BEARING SYSTEM SHOWN HEREON IS BASED ON GRID NORTH AS ESTABLISHED FROM GPS OBSERVATION. <
\ o \ R.O.W. DEDICATION \ SURVEYED BY: KERR SURVEYING, LLC
3. ALL PROPERTY CORNERS ARE MONUMENTED BY 1/2" IRON RODS UNLESS OTHERWISE NOTED. 0.093 AC (4, 47 409 NORTH TEXAS AVENUE
0
BRYAN, TEXAS 77803
4. RIGHT-OF-WAY DEDICATION OF ALL LOCAL STREET DEDICATION WILL CONSIST OF 0.964 ACRES IN TOTAL. \ \ \ \ / / �O A� SQ.FT.)
\ \ PHONE (979) 268-3195
5. ALL UTILITY EASEMENTS MUST BE CLEARED OF ALL BRUSH AND TREES, IMPLYING NO LANDSCAPING OR PERMANENT STRUCTURES WITHIN
THE UTILITY EASEMENT WILL BE ALLOWED.
I / /
6.TILITY EASEMENTS LOCATED ADJACENT TO THE STREET RIGHT-OF-WAY ARE 15' WIDE AND REAR
UNLESS OTHERWISE NOTED PUBLIC UFINAL PLAT
PUBLIC UTILITY EASEMENTS ARE 20' WIDE CENTERED ON THE COMMON REAR PROPERTY LINE OR WHOLLY CONTAINED IN SINGLE ROW \ \ \ \ / ;' / \
PROPERTIES.
\OF
7. DIMENSIONS SHOWN INTERIOR TO THE LOT, ALONG CURVES, BEGINNING WITH "A=" ARE ARC LENGTHS. !� \ \� �' \ \\ // \\ CoCS GPS MARKS
SECTION 12-8.3.R OF THE CoCS UNIFIED No. 134 BEARS: \
8. THE IN ACCORDANCE WITH E
STREET LIGHTS WILL BE REQUIRED AND INSTALLED
EEK MEADOWS
DEVELOPMENT AORDINANCE. S, \\ \\ / \\ ,� \ \�// 0�1 f S 78*1509" W \
9. PRIVATE DRAINAGE EASEMENT:
* LOCATED ALONG THE REAR PROPERTY LINE OF LOTS 10-18, BLOCK FOUR, LOTS 12-24, BLOCK FIVE, AND SIDE YARDS WHERE /
SPECIFIED.
* THE CONSTRUCTION OR INSTALLATION OF ANY DRAINAGE OBSTRUCTION INCLUDING, BUT NOT LIMITED TO, VEGETATION, STORAGE
BUILDINGS, ETC... WITHIN THE PRIVATE DRAINAGE EASEMENT IS PROHIBITED AND SHALL BE REMOVED BY THE HOA, IF REQUIRED, AT \ \
THE OWNER'S EXPENSE. '
* THE PROPERTY OWNER WILL ALLOW THE HOA ACCESS TO, AND IF NECESSARY, MAINTENANCE OF THE PRIVATE DRAINAGE EASEMENT. \\ \ \
* THE PROPERTY OWNER IS RESPONSIBLE FOR MAINTAINING A HEALTHY LAWN IM; THE PRIVATE DRAINAGE EASEMENT. \
* IF REQUIRED THE PRIVATE INFRASTRUCTURE SHALL BE REMOVED, AND RELOCATED, AT THE HOA'S EXPENSE IF THE PUE IS NEEDED,
FOR ADDITIONAL PUBLIC UTILITIES.
HOMEOWNER'S ASSOCIATION (HOA):
1. BUILDING SETBACKS SHALL BE IN ACCORDANCE WITH THE PDD REZONING PER CITY ORDINANCE #3079. THEY ARE GENERALLY AS
FOLLOWS:
SINGLE-FAMILY
FRONT 20'
STREET SIDE 15' \ \
SIDE 5' \ \ \\
REAR 20'
2. ALL COMMON AREAS AND PRIVATE ACCESS EASEMENTS ARE OWNED AND MAINTAINED BY THE H.O.A. SOME COMMON AREAS ARE WHOLLY
ENCUMBERED BY A PUBLIC UTILITY EASEMENT OR PRIVATE EASEMENT AS INDICATED IN THE COMMON AREA TABLE. ALL COMMON AREAS ARE
NON -BUILDABLE AREAS.
3. H.O.A. EASEMENT ACTIVITIES AND/OR INFRASTRUCTURE WILL BE REFERENCED IN THE COVENANTS, CONDITIONS, AND RESTRICTIONS OF THE / \
SUBDIVISION. / \
4. MAINTENANCE OF THE WATER SYSTEM WILL BE WELLBORN S.U.D. MAINTENANCE OF THE PAVING, DRAINAGE, SIDEWALKS AND SANITARY
SEWER SYSTEMS WILL BE THE CITY OF COLLEGE STATION ONCE THE SYSTEMS ARE ACCEPTED BY THE CITY OF COLLEGE STATION.
MAINTENANCE OF THE PRIVATE DRAINAGE AND DETENTION FACILITIES, COMMON AREAS (WHICH INCLUDE ROADWAY MEDIANS), PEDESTRIAN \ \
ACCESS WAYS, AND PARK LIGHTING WILL BE THE CREEK MEADOW H.O.A. t I \ \
qz �%_ 19947.84' / SE ! TION I C PHASE FOUR
I LOT 10-18, BLOCK FOUR
LOT 8-28, BLOCK FIVE
1.057 AC ROW DEDICATION
��• �,. \ `\ TOTAL = 5.555 ACRES & 30 LOTS
A. McMAHAN SURVEY, :A=167
SECTION 1 C, PRASE FOUR!
BOUNDARY LINE DATA
SYMBOL & LINE LEGEND
DISTANCE
L1 N 42'55'42" E
------- PROPERTY LINE
L2 N 47'04'18" W
50.00'
-------- EASEMENT LINE
50.00'
L4 S 42'18" W
P.U.E. PUBLIC UTILITY EASEMENT
INTERIOR LINE
DATA
P.A.E. PUBLIC ACCESS ESMT.
DISTANCE
L1 N 87'31'51" (
PR.D.E. PRV. DRAINAGE ESMT.
12 S 2'24'57" E 1
35.57'
PR.A.E. PRV. ACCESS ESMT.
131.66'
150'52'17"
Q LOT NUMBER
E
96.79'
O1 BLOCK NUMBER
25.00'
13.15'
30'08'37"
S 32'41'17"
�• �° \ / P.A.E. PUBLIC UTILITY EASEMEQ J5NT A COMMON AREA
° j�° // C ACCESS ESMT. P.U.E.
16 / / NOW OR FORMERLY PR.A.E. PRV. LACCESS ESMT.
L1 O & . • o1 \ / COMMON AREA
� � ' �, ti •s � \ ALVIN & JEANIE V. GOLD PR.D.E. PRV.'. ('DRAINAGE ESMT.
f c�• i �` •.'`' \ / / LOT 2 BLOCK ONE /
/ VOL. 5035, PG. 132
tKti <v 15' P.U.E.
/ 10 �;' ¢� '''/'` \ / 5.00'
O tiR ;;' , ' \ \ 5.00
Sc9s4@4
20' P.U.E. PROPERTY
/ / ! '? st • ��i / �,, '
tri
�/+ / / (4168/77) -LINE
kK> / \ %;shoo �`1'i �°°° � �t s�! ; ?� � °`� ,�'` • `�' '�,- ; / I
\
! \
/ FORMERLY
/
NOW OR
QJ 2 i \ 12 �, 1, (S O� >\,, t \ /
/ \ ' O \ FFA ,' 20ti; , so`� \ / CORDON TODD &LISA CANTRELL —
/j, ��yo - �% % 0 \ / / / LOT 1, BLOCK ONE 10.00'
15 P.U.E.
o�l00 C/ \ , / / VOL. 8397, PG. 16
/ \ ti ADJ 3 ,; 21 0� / 20' ELECTRIC
O \ �`ti/ EASEMENT.
/ \ \ } �o`� (4168/77)
Q \ ,
OADJ 4 � A� s � �,. � Q & � • ,. \ R.O.W. LINE
PUE & Pr.D.E. (S 1`,q// 00 \ �•�, 1
NOT '/ s/ N/
o �`10°° �' '� O C-., ,�°`O
/ TY . TAL"L A S1. A. EASEM N T
15 �. 15' P.U.E. ;\ ii 23 �\ '
-4- \ / / N.T.S.
O�1t�• _/ \ / / /
S o / /' 24 86,
,
Q_7)
\/
TYPICAL SIDE
CER11FICAlE OF SURVEYOR
\> < \ ?`s�0 , o f EASEMENT /
\ / O `a°K `'.�0 18 ,�!'�-SEE DETAIL "A"
\ \ (s � \ ' ADJ 8 \ ;
\ / O-� \ \ 4 / ��1 15 P.U.E. ;f\\ h 7211 2 / / \ STATE OF TEXAS
/' \ COUNTY OF BR ZOS
�t 25 f f I, BRAD KERR egistered Professional Land Surveyor No. 4502. in the State of Texas, hereby
1K i / 9°sr O / 15 P.U.E. \ certify that th s plat is true and correct and was prepared from an actual survey of the
% ` \ < `' RA' \'1' /,�. ' ;� / \ property and that property markers and monuments were placed under my supervision on the
/ / h��� . ground.
ADJ 10
\ \ SECTION 1 C
\ / \ PHASE TWO
\ \ VOLUME __ PAGE __ \ \ ! ;' /
FINAL PLAT NOTES: '� \ \ \ % 083 i..; ,� �" .
27
,,per
GENERAL:
1. THIS TRACT DOES NOT LIE WITHIN THE FLOOD PLAIN AS GRAPHICALLY DEPICTED ON F.E.M.A.- FIRM COMMUNITY PANEL NO. 48041C \ \ 41 O \, /
0325E, MAY 16, 2012. k' :'^ rs 0�9 8 /y / 'f , / \ \ BR KERR, RPILS No. 4502
2. BASIS OF BEARING: BEARING SYSTEM SHOWN HEREON IS BASED ON GRID NORTH AS ESTABLISHED FROM GPS OBSERVATION. <
\ o \ R.O.W. DEDICATION \ SURVEYED BY: KERR SURVEYING, LLC
3. ALL PROPERTY CORNERS ARE MONUMENTED BY 1/2" IRON RODS UNLESS OTHERWISE NOTED. 0.093 AC (4, 47 409 NORTH TEXAS AVENUE
0
BRYAN, TEXAS 77803
4. RIGHT-OF-WAY DEDICATION OF ALL LOCAL STREET DEDICATION WILL CONSIST OF 0.964 ACRES IN TOTAL. \ \ \ \ / / �O A� SQ.FT.)
\ \ PHONE (979) 268-3195
5. ALL UTILITY EASEMENTS MUST BE CLEARED OF ALL BRUSH AND TREES, IMPLYING NO LANDSCAPING OR PERMANENT STRUCTURES WITHIN
THE UTILITY EASEMENT WILL BE ALLOWED.
I / /
6.TILITY EASEMENTS LOCATED ADJACENT TO THE STREET RIGHT-OF-WAY ARE 15' WIDE AND REAR
UNLESS OTHERWISE NOTED PUBLIC UFINAL PLAT
PUBLIC UTILITY EASEMENTS ARE 20' WIDE CENTERED ON THE COMMON REAR PROPERTY LINE OR WHOLLY CONTAINED IN SINGLE ROW \ \ \ \ / ;' / \
PROPERTIES.
\OF
7. DIMENSIONS SHOWN INTERIOR TO THE LOT, ALONG CURVES, BEGINNING WITH "A=" ARE ARC LENGTHS. !� \ \� �' \ \\ // \\ CoCS GPS MARKS
SECTION 12-8.3.R OF THE CoCS UNIFIED No. 134 BEARS: \
8. THE IN ACCORDANCE WITH E
STREET LIGHTS WILL BE REQUIRED AND INSTALLED
EEK MEADOWS
DEVELOPMENT AORDINANCE. S, \\ \\ / \\ ,� \ \�// 0�1 f S 78*1509" W \
9. PRIVATE DRAINAGE EASEMENT:
* LOCATED ALONG THE REAR PROPERTY LINE OF LOTS 10-18, BLOCK FOUR, LOTS 12-24, BLOCK FIVE, AND SIDE YARDS WHERE /
SPECIFIED.
* THE CONSTRUCTION OR INSTALLATION OF ANY DRAINAGE OBSTRUCTION INCLUDING, BUT NOT LIMITED TO, VEGETATION, STORAGE
BUILDINGS, ETC... WITHIN THE PRIVATE DRAINAGE EASEMENT IS PROHIBITED AND SHALL BE REMOVED BY THE HOA, IF REQUIRED, AT \ \
THE OWNER'S EXPENSE. '
* THE PROPERTY OWNER WILL ALLOW THE HOA ACCESS TO, AND IF NECESSARY, MAINTENANCE OF THE PRIVATE DRAINAGE EASEMENT. \\ \ \
* THE PROPERTY OWNER IS RESPONSIBLE FOR MAINTAINING A HEALTHY LAWN IM; THE PRIVATE DRAINAGE EASEMENT. \
* IF REQUIRED THE PRIVATE INFRASTRUCTURE SHALL BE REMOVED, AND RELOCATED, AT THE HOA'S EXPENSE IF THE PUE IS NEEDED,
FOR ADDITIONAL PUBLIC UTILITIES.
HOMEOWNER'S ASSOCIATION (HOA):
1. BUILDING SETBACKS SHALL BE IN ACCORDANCE WITH THE PDD REZONING PER CITY ORDINANCE #3079. THEY ARE GENERALLY AS
FOLLOWS:
SINGLE-FAMILY
FRONT 20'
STREET SIDE 15' \ \
SIDE 5' \ \ \\
REAR 20'
2. ALL COMMON AREAS AND PRIVATE ACCESS EASEMENTS ARE OWNED AND MAINTAINED BY THE H.O.A. SOME COMMON AREAS ARE WHOLLY
ENCUMBERED BY A PUBLIC UTILITY EASEMENT OR PRIVATE EASEMENT AS INDICATED IN THE COMMON AREA TABLE. ALL COMMON AREAS ARE
NON -BUILDABLE AREAS.
3. H.O.A. EASEMENT ACTIVITIES AND/OR INFRASTRUCTURE WILL BE REFERENCED IN THE COVENANTS, CONDITIONS, AND RESTRICTIONS OF THE / \
SUBDIVISION. / \
4. MAINTENANCE OF THE WATER SYSTEM WILL BE WELLBORN S.U.D. MAINTENANCE OF THE PAVING, DRAINAGE, SIDEWALKS AND SANITARY
SEWER SYSTEMS WILL BE THE CITY OF COLLEGE STATION ONCE THE SYSTEMS ARE ACCEPTED BY THE CITY OF COLLEGE STATION.
MAINTENANCE OF THE PRIVATE DRAINAGE AND DETENTION FACILITIES, COMMON AREAS (WHICH INCLUDE ROADWAY MEDIANS), PEDESTRIAN \ \
ACCESS WAYS, AND PARK LIGHTING WILL BE THE CREEK MEADOW H.O.A. t I \ \
qz �%_ 19947.84' / SE ! TION I C PHASE FOUR
I LOT 10-18, BLOCK FOUR
LOT 8-28, BLOCK FIVE
1.057 AC ROW DEDICATION
��• �,. \ `\ TOTAL = 5.555 ACRES & 30 LOTS
A. McMAHAN SURVEY, :A=167
SECTION 1 C, PRASE FOUR!
BOUNDARY LINE DATA
LINE BEARING
DISTANCE
L1 N 42'55'42" E
50.90'
L2 N 47'04'18" W
50.00'
L3 N 47'10'42" W
50.00'
L4 S 42'18" W
57.71'
INTERIOR LINE
DATA
LINE BEARING
DISTANCE
L1 N 87'31'51" (
35.18'
12 S 2'24'57" E 1
35.57'
\ \ \ COLLEGE. STATION, BRAZOS COUNTY, TEXAS
\\� LANDOWNER INFORMATION'
\ CREEK MEADOWS PARTNERS, L.P.
c/o OLDHAM GOODWIN CROUP, LLC
\ 2800 SOUTH TEXAS AVENUE
\ SUITE 401
.0 NON
j BRYAN, TX 77802
/ \ x EMAIL: Chris.rhodes@oldhamgoodwin.com
f � �
`\ FILENAME: SCALE:1"=60' m
FILE
to
POST OFFICE BOX 9253 SUBMITTED DATE: 4/24/17 m
COLLEGE TATION, TEXAS 77842 REvlslorts: 6/20/17 A
DRAWN BY: R.A.M. C
EMAIL: civll@rmengineer.com ;
CHECKED BY: BRAD KERR v
OFFICE - (979) 764-0704 FIELD BOOK: N/A PAGES: N/A
FAX - (979)',764-0704 RME CONSULTING ENGINEERS
CLIENT N0. PROJECT NO.
TEXAS FIRM REGISTRATION No. F-4695 26 - 548
SECTION 1C, PHASE FOUR
INTERIOR CURVE DATA
CURVE
RADIUS
ARC LENGTH
DELTA ANGLE
CHORD BEARING
CHORD LENGTH
C1
25.00'
13.66'
31'18'33"
N 27'10'01"
E
13.49'
C2
50.00'
131.66'
150'52'17"
N 86'56'53"
E
96.79'
C3
25.00'
13.15'
30'08'37"
S 32'41'17"
E
13,00'
C4
25.00'
13.15'
30'08'37"
S 62'49'54"
E
13.00'
C5 1
50.00'
131.75'
150'58'32"
S 2'24'57"
E
96.81'
C6
25.00`
13.15'
1 30'08'37"
S 58'0001" W
13.00'
POST OFFICE BOX 9253 SUBMITTED DATE: 4/24/17 m
COLLEGE TATION, TEXAS 77842 REvlslorts: 6/20/17 A
DRAWN BY: R.A.M. C
EMAIL: civll@rmengineer.com ;
CHECKED BY: BRAD KERR v
OFFICE - (979) 764-0704 FIELD BOOK: N/A PAGES: N/A
FAX - (979)',764-0704 RME CONSULTING ENGINEERS
CLIENT N0. PROJECT NO.
TEXAS FIRM REGISTRATION No. F-4695 26 - 548