HomeMy WebLinkAboutM.D. Wheeler Ph2 Blk3 Lts1R1 & 1R2 RPRI
OGINAL
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HI PROPERTIES, LLC
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RCSZ PROPERTIES, LL
M.D. WHEELER
M.D.
C ACRES
CALLED
2
i
SUBDIVISION:
HARLEY SUBDIVISION
LOT 1. BLOCK ENE
17M/94
BLOCK FOUR, LOT 1
6 PHASE TWO
2a2 ACRES
3.251 AC
BLOCK THREE
3961 /236
I
(VOLUME 16668, PAGE 1) 1
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-- ADJOINER PROPERTY LINE
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PROPERTY UNE
SUBDIVISION LINE
_ - UTILITY EASEMENT LINE
4$A
TOWN LAKE DRIVE
DRAINAGE EASEMENT UNE
ACCESS EASEMENT LINE
// P.U.E. PUBUC UTIUTY EASEMENT
,P
(1 ROw)
\
COMMON
.r/ PR.U.E. PRIVATE UTILITY EASEMENT
(16563/161)
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<!l
I
—
R=AS �\
69
�— �
AREA
0 40 Be PR.D.E. PRIVATE DRAINAGE EASEMENT
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PA END. 1/2"I.R.
A = 237.51'
—
0.513 AC
PR.A.E. PRIVATE ACCESS EASEMENT
I - w /CAP (H.P.
\
=� (VOLUME 16668, PAGE 1)
s�''w'e"--'O O FLOODPLAIN
NAYO BASEl1NE)
I
D = 19'30'43"®FLOODWAY
TOWN
N 44'O6'53" E — 295.67'
CHB = N 52'00'03w E
LAKE-
CHD = 236.36' (1�. DR( EF
0 UTILITY EASEMENT
1
_ _
L2
-- —
ROW
i1666g/i)) I
R = 802.50'
DRAINAGE EASEMENT
FWD. t/7 LR. w/CAP
-MD. 1/2-MAYBASELINE) j �
— —
1O• P.0 E
_
A = 3.65'
�
� ACCESS EASEMENT
BEARS:
(16868/1)
�
I
D = 075'38'
-
S C44.5O• W - OAT I
\
CHB = N 6137'36" E
�- -
- -
�
CHD = 3.65'
25' COCS UTLIT �
EASEMENT
I
� H 6 Tu
?5'•`
100-YEAR
9W/22) I
/
__
_ _ - _
\� `
(MOD OT #2)
Ir-
24Pr.A.E.
c Z I
(16668/1) (SEE
I/
NOTE J12)
/
~o
� 10' PA.E
(18868/1)
--
m�--
\
I
\
K
VANABIE
NO -ADVERSE x
IMPACT (SEED \
(16688/1)E
NOTE �10)
�1
VARIPBIE WDTA
SLOPE & DRANAOE
25• COB EIBCTRIC
EASEMENT I I
I
PHAE 2
S
EASEMENTS
0666e/1>
(152J1/111) I
EASEMENT LVAOS
I 1 (15271/111)
BLOCK THREE, LOT 1
s.zss AC
I 1V P.U.E.
(1666B/0
\'
\
NOW OR FORMER
409 SURVEYING, LLC
40s NORTH TEXAS AVENUE
(MIN. F.F.E. = 274.00')
KERR
`
RCSZ PROPERTIES, LLC
TEXAS 77803
tfisw/1
SURVEYING EYINfi PBRYAN,HONE
PHONE (979) 268-3195
TBPELS FIRM No. 10018500
10' ORB ELECTRIC
N
COMMON
EASEMENT (30/51)
�
AREA "
FINAL PLAT
Z
T;"UE
MUP
1.641 AC
66�n>
(VOLUME 16668, PAGE 1)
N,
FJ
M.D. WHEELER R
'WFU.E.PHASE
16668/1)
2
W
1a P.uE
_ _ _ _
BLOCK THREE, LOT 1R1 & 1R2
4 i
I
(16668/1)
— — —
— L _ _ _ _
_ _
_ _ _ _ _ _ _ _ _ _
�I
. J
TOTAL: 6.269 ACRES
BEING A REPLAT OF
+��
T — —
—
— S 4035'41" W - 311.00' _
_ —
t,
_ _ _
— — — — — —
S 42'59'20 W - 465.92'
P.U.E.
_ _ _
— — — — — — —
M.D. WHEELER PHASE 2
BLOCK THREE, LOT 1
VOLUME 16668, PAGE 1
I
FxD t/Y LR.
1D' PUE
ROBERT STEVENSON SURVEY, A-54
FWD. i/2"I.R.
02z67/��1
_
COLLEGE STATION, BRAZOS COUNTY, TEXAS
w/ AP (M� I
FND.1/2*
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SURVEYED: NOVEMBER 2021
w/CAP (KERR
LANDOWNER INFORMATION
4502)
CZG PROPERTIES, LLC
NOW OR FGRMERLT
c/o RODNEY CABANESS
JG MURR HOLDING, LLC
Now OR FORCOLLEGE
CRY OF COLLEGE STATION
6 SOUTH
COLLEGE STATION. TX 77845
OL S.H. No.STATION. 7
CANED 1.503 ACRE TRACT
17138/26
CALLED 46,60 ACRE TRACT
3310/321
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Ti.
(cabunese®o0i.com
"_1-C�IB6xri bx�neeWs
E L
COOPPfWSO SUBDIVISION
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I06/2O0
LOT 1
T Y
47
POST OFFICE BOX 9253 -
FiLENM1E 0727FP1A
SCALE: 1"=40'
SUBMITTED DATE 1/4/22
I
OLLEGE STATION, TEXAS 77842
REVISIONS: 1/25/22, 2/9/22
MAIL: ClV11Qmeng MCCL.em
DRAWN BY: R.A.M.
CHECKED: J. DILLON MEANS
OFFICE - (979) 764-0704
FIELD BOOK: N/A
KERR JOB W21-907
I I
TEXAS FIRM REGISTRATION No. F-4695
RME CONSULTING ENGINEERS
CLIENT NO. PROJECT NO.
SHEEF OF 3
342 - 0727
HATCH & UNE LEGEND
ADJOIN PROPERTY UNE
PROPERTY UNE
REPLAT
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_--
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/
--- UTUTY EASEMENT UNE
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- DRAINAGE EASEMENT UNE
ACCESS EASEMENT UNE
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-
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-
o ao Bo PR.D.E. PRIVATE DRAINAGE EASEMENT
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NOW OR FORMERLY
1
--FLOODWAY
UTILITY EASEMENT
HD -CS PROPERTIES, LLC
HARLLOTT1,1, BLOCK ONEON
I NOW OR FORMER12046/95 RCSZ PROPERTIES, LLC
CALLED 2.77 ACRES
ne2e/s4BLOCK
PHASE2 �
FOUR, LOT 12.32
�� DRAINAGE EASEMENT
0' ACCESS EASEMENT
ACRES
3.251 AC
3961/236
(VOLUME ififi66, PAGE 7)(
PARKLAND
DEDICATION
--�-----------------�--
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16.e64 AC
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I
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I I+E23
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- -
- - - - - - -
TOWN LAKE DRIVE
(165' R.O.W.)
(16563/161)
N 44'O6'53" E - 295.6T
(16 68/1) N
(16668/Q
24' PrXE
N1OE #1 ;(SEE
PHASE 2
BLOCK THREE, LOT
4.523 AC
I16 P.U.E
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S g035.41" W=311.00' - _
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R = 697.43' \
A = 237.51' - \
D = 19'30'43"
CHB = N 52'00'03" E T08N ',
L10�E DRIt
CHD = 236.36' O6aee�1)) I
R = 802.50'
A = 3.65'
D = 075'38"
I
CHB = N 61'37'36" E
EA Ir I CHD = 3.65'
0.481 AC (20,942 SOPTJ N
VARIABLE NDTH PRA.E \ s7u
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(SEE woTE /Iz) \ E Tee
"T.22•
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BLOCK THREE,745A LOT 1R2 J y
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\ 0166 8,
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(BEE NOTE N2)
(166681)E21
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'' VARIABLE
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SLOPE &DRAINAGE
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'i NOW OR FORMER
RCSZ PROPERTIES, LLC
6563/1
S
0i.
COMMON
AREA ,.A2..
4 6 1 AC
p (VOLUME 16668, PAGE 1)
v
30' P.U.E.
(16668/1)
-
EXTERIOR - LINE DATA .
UNE I
BEARING
DISTANCE
LINE
BEARING
DISTANCE
L1
N 2'39'03" W
34.18'
L4
S 2BRO S9" E
39.58
L2 1
N 421433 E I
/b.Ut
I L5
I S 44'S3'10" E
I 68.37
L3
S 31Y9'4J" E
84.22'
EASEMENT - UNE DATA
UNE BEARING
DISTANCE UNE BEARING
DISTANCE
rAsoar
EASEMENT '
Et
S 4922'53" E
129.03'
E22
S 4926'10" E
IBM,
E2
N 40'3TOJ" E
t0.0D'
E23
S 40'55'52" W
37.46
E3
N 49-Z2 W W
1281
E24
N 69'07'30" W
19.25'
FA43Q1T
E25
S 40'33'50" WI
15.93
E4
N 49'2610 W
10.00'
US
S 69V7'30 E'.
19.143
Es
N 38'42'DO E
ts./D
LAI
S 47'Uo•40" E:i
46.66'
E6.
s W922•s3" E
15,74'
E
E]
S 38.4Y50 W
i5J4
E28
'Or
S 792303 E.
34.11
EASEMENT
E30
N 4234'28" E
47.73•
EB
5 492731 E
30.34'
E31
N E
E9
N 45'54'06" E
306.]t'
E31
2814'19"
N 28'14'41" W
4fL50l
4fi.50'
E1D
S 47100.40" E
9.88,
E32
N 61'45'25" E
25.00
Ell
S 42'59 20 W
2.59'
E33
S 28'14'41" E
71.50'
E12
S V5'54.08" W
313.63•
E34
S 61'45'19" W
152.57'
E13
N 492Y31° W
39.45'
E35
S 42'&r26" W
32.13'
E14
N 40'33'50" E
10.00•
E36
S 7923.03" E
55A4'
FAg21ENi
E37
5 4926'10" E
145.14'
Ei5
N 40.3427" E
62,01
E36
N 40'33'50" E
79.71'
E18
N 80'D8'05" E
69.01'
E39
S 4926Y0" E
26.00•
E18
5 6521'3Y' E
59.83
E40
S 40'33'S0" W
17114
E19
N 65'21.35- W
44.42'
E42
N 49'2610' W
1]1.14'
E19
5 60'Ofi'OS" W
58 70'
E42
N J923'03" Vf
9019'
E20 S 40342J W 50.]8
N ]923'03° W 1].3Y
INTERIOR -CURVE DATA
CURVE
RADIUS
ARC LENGTH
DELTA ANGLE
CHORD BEARINGEid
C1
370.4Y
80.33'
122622"
S 553J'20" W
36.413
19.0]
29'S6 51
N 642436" W
C3
4D.71'
23.90'
33'38'03"
N 62'3402' W
EASEMENT -CURVE
DATA
CURVE
RADIUS
ARC LENGTH
DELTA ANGLE
CHORD BEARING
CHORD LENGTH
EC1
3]0.4]'
18.86'
2'36'25"
6 $1'AD26" W
16.86'
EC2
650.50'
21J.7J'
191051"
N 52tl9'S3" E
216J5
3
625.50
20940
9 051
S 52V953 W
208.42'
25.26'
S
ECS
23.48'
29'5653^
66424.3]" W
12.53'
KERR SURVEYING, LLC
KERB 409 NORTH TEXAS AVENUE
RYA TEXAS 77803
SURVEYING PHONE (979) 268-3195
TBPELS FIRM No. 10018500
PLAT
OF
M.D. WHEELED
PHASE 2
BLOCK THREE, LOT 1R1 & 1R2
TOTAL: 6.269 ACRES
BEING A REPEAT OF
M.D. WHEELER, PHASE 2
BLOCK THREE, LOT 1
VOLUME 16668, PAGE 1
S 42591200 W - 465.92' En
PO.E
END. 1/z" I.R. I
W/CAP (MAYO I
gPLS �)
1/Y I.R.
19 POE {
(2w7/2oz)
I
666e/1)
.. -
ENO. ,/z' I.R. -- - � � - " ' - � '
4502AP (KERR
COLLEGE STATIROBERT ON STEVENSON
COUNTY,
SURVEYED: NOVEMBER 2021
(�
.hK
LANDOWNER INFORMATION
CZG PROPERTES, LLC
NOW OR FORMERLY
/o RODNEY CPBANESS
JG LURR HOLDING, LLC
HEED 1503 HOLDING,, LLC
D138/26
COOPER'S SUBDIVISIONPART
B MwLY
CITY OF COLLEGE 9TATON
CALLED 4.60 ACRE TACT
J310/321
_�
�
/ _COEssIrWng FniiMMp+ae
41m S.H. No. 6 SOUTH
7
COLLEGE STATION, 7v6as
CELL: (618) 967-2000
EMAIL caboness6aol.Com
OF7
I
4708/230
POST OFFICE BOX 9253
RLENAME:0727FP1A I
$cAm r-so'
SUBMOTFD DATE: 1/4/22
I
COLLEGE STATION, TEXAS 77842
EMAII.: civilQrmengincer.cam
OFFICE - (979) 764-0704
REMSIONS: 1/28/22, 9/9/22
DRAWN BY: R.A.M.
CHECI ED: J. DILLON MEANS
FlFiD BOOK: N/A
IKERR JOB #21 -9DJ
I
TEXAS FIRM REGISTRATION No. F4695
RME CONSULTING ENGINEERS
CLIENT NO. PROJECT N0.
SHEET 2 OF 3
342 - 0727
CERTIFICATE OF OWNERSHIP AND DEDICATION
CERTIFICATE OF SURVEYOR
•�E
STATE OF TEXAS
COUNTY OF BRAZOS
STATE OF TEXAS
COUNTY OF BRAZOS
I CZG PROPERTIES LLC, OWNER AND DEVELOPER OF THE LAND SHOWN ON THIS PLAT, KNOWN AS M.Q.
I, %L-QB"L NN MEANS REGISTERED PROFESSIONAL LAND SURVEYOR
NO. U-M IN
E STATE OF TE�1AS,
WHEELER. PHASE TWO BLOCK THRFF LOT L AND DESIGNATED HEREIN AS THE M.D. WHEELER. PHASE TWO,
HEREBY
CERTIFY THAT THIS PLAT IS TRUE AND CORRECT AND WAS
PREPARED FR
AN ACTUAL SUf�VEY
L BLOCK THREE,OT iRt & 1R2 SUBDIVISION TO THE CITY OF COLLEGE STATION, TEXAS, AND WHOSE NAME IS
OF THE
PROPERTY AND THAT PROPERTY MARKERS AND MONUMENTS
WERE PLACED
DER MY SUPERVISION
SUBSCRIBED HERETO, HEREBY DEDICATE TO THE USE OF THE PUBLIC FOREVER ALL STREETS, ALLEYS, PARKS,
ON THE
GROUND.
GREENWAYS, INFRASTRUCTURE, EASEMENTS, AND PUBLIC PLACES THEREON SHOWN FOR THE PURPOSE AND
CONSIDERATION THEREIN EXPRESSED. ALL SUCH DEDICATIONS SHALL BE IN FEE SIMPLE UNLESS EXPRESSLY
PROWDED OTHERWISE.
2k�� a
OWNER
STATE OF TEXAS
COUNTY OF 7JrRZOS
BEFORE ME, THE UNDERSIGNED AUTHORITY, ON THIS DAY PERSONALLY APPEARED klwwl vT C`/ 5/I
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 ON THIS ) 4 y2bh DAY OF ! 104f Zr 2 20,a Q.
* Mollie A Frederick
J �. �� �l. ._ . NolaryRNic.SmMolTmms
f�-/' My Comm. EV 04112N
NoWyID5753749
NOTARY PUBLIC, Bra ZoS COUNTY, STATE OF TEXAS
CERTIFICATE OF CITY ENGINEER
I. L�f`+z.1J(. L r�07. - CITY ENGINEER OF THE CITY OF COLLEGE STATION, TEXAS, HEREBY
CERTIFY THAT THIS SI18DI DIVISION PLAT CONFORMS TO THE REQUIREMENTS OF THE SUBDIVISION REGULATIONS
OF THE CITY OF COLLEGE STATION.
r
CITY ENGINEER
CITY -OF COLLEGE STATION QM'
CERTIFICATE OF CITY PLANNER
I, AJI' �1�s��,.u�Ye� CITY PLANNER OF THE CITY OF COLLEGE STATION, TEXAS
HEREBY CET2TIFY THAT THIS SUBDIVISION PLAT CONFORMS TO THE REQUIREMENTS OF THE SUBDIVISION
REGULATIONS OF THE CITY OF COLLEGE STATION.
CITY PLANRISIR yc—
CITY OF COLLEGE STATION
CERTIFICATE OF THE COUNTY CLERK
STATE OF TEXAS
COUNTY OF
BRAZOS
Filed
for Record
Official
Public Records Of:
..
THAT THIS PLAT TO(
Brazos Ceunry CIerN
On: 2/18/2022 12:37:43 PM
'S�„
THE
L
In the PLAT Recods
.T
OF BRAZOS
COUNTY,
Doc Number: 2022-1461916
WITNESS MY
HAND A
Volume -Page: 1T728-267
Number of Pages:3
Amount: 73.00
Orden: 20220218000131
By: M0
iSQ IYO Y\Ki1�IQI Par.1 -
COUNTY CLERK ju(lA�((LJ
BRAZOS COUNTY TEXAS
"0 OR SAID COUNTY, DO HEREBY CERTIFY
I WAS FILED FOR RECORD IN MY OFFICE
THE OFFICIAL PUBLIC DEED RECORDS
iTION, TEXAS
0DILLON
F■ye;:9._°.M.EANS '�TQ"
DILLON MEANS, RPLS N0. 6770 E40
1. THIS PROPERTY LIES WITHIN THE 100-YEAR FLOODPLAIN PER FE.M.A.- FIRM COMMUNITY PANEL NO. 48D41C 0310F,
APRIL 2, 2014. THE EFFECTIVE 100-YEAR FLOODPLAIN AND FLOODWAY IS GRAPHICALLY DEPICTED.
2. THE 100-YEAR FLOODPLAIN AND FLOODWAY WAS EXTENDED THROUGH THE SUBJECT PROPERTY BY AN UPDATED
HYDROLOGIC & HYDRAULIC MODEL PREPARED BY MITCHELL & MORGAN, LP (DATED - MAY 2019). THIS
FLOODSTUDY IS NOT OFFICIAL OR APPROVED THROUGH FEMA, BUT SHALL BE CONSIDERED "BETTER DATA" AND
UTILIZED FOR THE DEVELOPMENT OF THIS PROPERTY.
3. THE FINISH FLDOR ELEVATION FOR ALL LOTS ADJACENT TO THE 11W-YEAR FLOODPLAIN (IDENTIFIED IN NOTE f1 OR
12) SHALL BE AT LEAST ONE FOOT ABOVE THE CALCULATED 1DO-YEAR BASE FLOOD ELEVATION (BFE).
4. BASIS OF BEARING BEARING SYSTEM SHOWN HEREON IS BASED ON THE TEXAS STATE PLANE CENTRAL ZONE GRID
NORTH AS ESTABLISHED FROM CPS OBSERVATION USING THE LBCA SMARTNET NAD83 (NA2011) EPOCH 2O10
MULTI -YEAR CORS SOLUTION 2 (MYCS2).
DISTANCES SHOWN HEREON ARE GRID DISTANCES UNLESS OTHERWISE NOTED. AREAS SHOWN AS "MEASURED"
HEREON ARE CALCULATED FROM GRID DISTANCES. TO OBTAIN SURFACE DISTANCES (NOT SURFACE AREAS)
MULTIPLY BY A COMBINED SCALE FACTOR OF 1.000099889977011 (PUBUSHED SCALE FACTOR OF CS94-131).
5. UNLESS OTHERWISE NOTED ALL PROPERTY CORNERS ARE MONUMENTED BY 1/2" IRON RODS, TO BE SET WITH BLUE
PLASTIC CAP STAMPED "KERR SURVEYING".
6. DIMENSIONS SHOWN INTERIOR TO THE LOT, ALONG CURVES BEGINNING WITH "C=" ARE CHORD LENGTHS.
7. BUILDING SETBACKS SHALL BE IN COMPLIANCE WITH THE UNIFIED DEVELOPMENT ORDINANCE (UDO), LATEST EDITION,
FOR THE CURRENT ZONING.
& COMMON AREAS, PRIVATE DRAINAGE STRUCTURE AREAS AND PRIVATE ACCESS EASEMENTS ARE GOVERNED BY THE
DEED RESTRICTIONS & COVENANTS AND THESE AREAS WILL BE MAINTAINED BY THE PROPERTY OWNERS
ASSOCIATION (POA).
9. THIS SURVEY PLAT WAS PREPARED TO REFLECT THE TITLE COMMITMENT PREPARED BY SOUTH LAND TIRE LLC, OF
NO. BC2111216, EFFECTIVE DATE: 11-15-2021. ITEMS LISTED ON SCHEDULE 8 ARE ADDRESSED AS FOLLOWS:
• 10F: EASEMENTS SHOWN ON PLAT (1666B/1 OPRBCT) DO CROSS THIS TRACT AS SHOWN. PER SAID PLAT,
BUILDING LINES TO BE IN ACCORDANCE WITH COLLEGE STATION ORDINANCE
• IOG: EASEMENT TO CITY OF COLLEGE STATION (946/22 ORBCT) DOES CROSS THIS TRACT AS SHOWN HEREON.
• 10H: EASEMENT TO CITY OF BRYAN/BTU (15271/111 OPRBCT) DOES CROSS THIS TRACT AS SHOWN HEREON.
• 101: EASEMENT M CITY OF COLLEGE STATION (15386/72 OPRBCT) DOES NOT CROSS THIS TRACT. -
• ALL OTHER ITEMS ARE NOT SURVEY ITEMS AND/OR ARE NOT ADDRESSED BY THIS PLAT.
OF NO BCTP2O01408-
• 20' WIDE EASEMENT TO CITY OF BRYAN. 430/51 (D.R.B.CIT.), ONLY CROSSES THE CALLED 0.9964 ACRE
PORTION OF LOT 1, COOPER'S SUBDIVISION AS PARTIALLY RELEASED IN 15316/154 (O.P.R.B.C.T.). EASEMENT
LOCATION IS SHOWN HEREON.
• BLANKET EASEMENT TO CITY OF BRYAN, 98/73 (D.R.B.C.T.) ONLY APPLIES TO THE CALLED 0.9964 ACRE
PORTION OF LOT 1, COOPER'S SUBDIVISION SHOWN HEREON AS PARTIALLY RELEASED, 15316/154
(O.P.R.B.C.T.).
10. FINAL PLATTING AND/OR SITE DEVELOPMENT OF PHASE 2 WILL UTILIZE THE BEST AVAILABLE FLOODPLAIN DATA AT
THE TIME OF PERMITTING. THE CIIY'S NO -ADVERSE IMPACTS (TUN) WILL BE REQUIRED AS APPLICABLE.
11. THIS SUBDIVISION IS SUBJECT TO CITY WIDE IMPACT FEES.
12. MAINTENANCE OF THE PRIVATE JOINT ACCESS EASEMENT (PRAE.) IS THE SOLE RESPONSIBILRY OF EACH PROPERTY
OWNER WHERE THE EASEMENT IS LOCATED.
13. PRIVATE DRAINAGE & DETENTION EASEMENTS (PR.D.E.) SHALL BE MAINTAINED BY THE PROPERTY OWNER OF BLOCK
THREE LOT 1111. SITE IMPROVEMENTS ARE PERMISSIBLE WITHIN THESE EASEMENT, EXCLUDING BUILDING STRUCTURES.
14. M.D. WHEELER, PHASE TWO, BLOCK THREE, LOT 1 WAS CONVEYED TO CZG PROPERTIES, LLC, IN VOLUME 16864,
PAGE 174 AND VOLUME 17588, PAGE 271 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS.
KERR
SURVEYING, LLC
ERR 409 NORTH TEXAS AVENUE
KERR
BRYAN,
TEXAS 77803
SURPHONE
(979) 268-3195
TIPELS
FIRM No. 10018500
FINAL PLAT
OF
M.D. WHEELER
PHASE 2
BLOCK THREE, LOT 1R1 & 1R2
TOTAL: 6.269 ACRES
BEING A REPLAT OF
M.D. WHEELER, PHASE 2
BLOCK THREE, LOT 1
VOLUME 16668, PAGE 1
ROBERT STEVENSON SURVEY, A-54
COLLEGE STATION, BRAZOS COUNTY, TEXAS
SURVEYED: NOVEMBER 2021
—. r .aer+l £nyneeas
E STATION, TEXAS 77842
CiviI@rfuneDgDecar com
(979)764-0704
RODNEY CABNJESS
S.H. No. 6 SOUTH
-GE STATION, TX 77845
(618) 967-2000
cabunesemooLcom
SCALE:
SUBMITTED DATE: 1/4/22
REVISIONS: 1/28/22. 2/9/22
DRAWN V. RAM. CHECKED: J. DILLON MEWS
FIELD BOOK: N/A IKERR JOB #21-907
FIRM REGISTIRATION No.
SHEET 3 OF 3
RME CONSULTING ENGINEERS
CLIENT NO. PROJECT NO