HomeMy WebLinkAboutM.D. Wheeler Ph 2 3 and 4 PP®
HATCH &LINE LEGEND
INTERNAL DEED/PLAT LINE
--
— — ADJOINER PROPERTY UNE
N
PROPOSED PROPERTY UNE
PROPOSED SUBDIVISION UNE
PHASE UNE
------ EASEMENT LINE
P.U.E. PUBUC UTIUTY EASEMENT
P.A.E. PUBUC ACCESS ESMT.
N
P.D.E. PUBUC DRAINAGE ESMT.
PR.D.E. PRV. DRAINAGE ESMT.
PR.A.E. PRV. ACCESS ESMT.
O FLOODPLAIN
® FLOODWAY
SHEET LAYOUT KEY /
Sc,Ae'�
I ZONED.0
NOW OR FORMERLY 0Ri904. L�
BRIAN HOWARD PERRY 65 m
CALLED 0.1148 ACRE TRACT
10459/34
I /
/
MIDTOWN ON LAKEWAY SUBDIVISION
FUTURE DEVELOPMENT
PHASE 601
ZONED: R
PHASE 3 PHASE 3
/ LOT 1491 AC TWO 10.606 ACRES
\ PHASE 3
_ — URO & 6' LOOP — —
\ }8' STREET r/CURB h 6' SIDEWALK (BOTH SIDES) LOT 2, BLOCK ONE
5.633 AC
100-YEAR
FLOODPLAIN
(SEE NOTE 12)
PHASE ONE
211 ACRES
VOLUME 15386, PAGE 84
J
ZONED: PDD I ZONED: PDD
Now OR
FORMEBEr
BOOTHS &HCARI LOT 1, BLOCK ONE
HARE 5.300 AC
EALTE
10, 79/51
SCOTT & WHITE 1W-rEaR
HEALTHCARE SUBDIVISION I FLOMPLAIN
LOT 1, BLOCK FOUR (SEE NOTE 12)
1120 ACRES
10179/51
I !
100-YEAR
FLOODPLUN
(SEE NOTE 12)
COMMON
AREA 1113211
1.984 AC
ZONED: PT
NOW OR FORMERLY
CITY OF COLLEGE
STATION
108B6/270
PARKLAND
DEDICATION
18.084 AC
PHASE 4
t.792ACRE4
t
MIDTOWN DRIVE
65' BOULEVARD STREET W/CURB
12' SIDEWALK (BOTH SIDES)
(100' R.O.W)
MIDTOWN ON LAKEWAY SUBDIVISION
FUTURE DEVELOPMENT
PHASE 602
ZONED:PDD
NOW OR FORMERLY
COLLEGE STATION TOWN CENTER, INC.
CALLED 24.352 ACRE TRACT
14296/25
NO -ADVERSE
IMPACTS (SEE
NOTE A16)
00- EAR
FLNO
(SEE NOTET IT) /i)�
/
i
— — — — — o too xoo
s�
BE BE MIDTOWN ON LAKEWAY
5 SUBDIVISION
FUTURE DEVELOPMENT
PHASE 701
/,�FLOWP�N
NOADVTRSEjRIMPACTS (SEE
NOTE #16)
ZONED:R
PROPOSED:GC
S PHASE2
LOT 1, BLOCK FOUR
3.251 AC
LOT 2, BLOCK FOUR
I
1.81 ACRES
10179/51
100-YEAR
ISOUTHSIDE PUVAI
ZONED: GC
FLBODPLAIN
PHASE ONE
(SEE NOTE 02)
LOT 1, BLOCK ONE
NOW OR FORMERLY
0.865 ACRES
RSCS ENTERPRISES, LP
10095/1w I
5273/69
H4RLEY SUBDIVISION
Z
ZONED:GC
I I
LOT 2, BLLOCKOCK ONE
COMMON
00 ACRES
NOW OR FORMERLY
3961/2J6
11B311
RSCS ENTERPRISES S, LPAREA
CALLED 2159 ACRES
0.494 AC
13815/268
S.H. No. 6 " EARL RUDDER FREEWAY
(RIGHT-OF-WAY VARIES)
ZONED:GC
NOW OR FORMERLY
HD -CS PROPERTIES, LLC
CALLED 2.77 ACRES
12046/74
y`&OM M 0 N
AREA "A1"
0.513 AC
(SEE NOTE #12)
100-YEAR
-FLOODPLAIN
(SEE NOTE 11)
I
ZONED: GC
NOW OR FORMERLY
HD -CS PROPERTIES, LLC
12046/95
HARLEY SUBDIVISION
LOT 1, BLOCK ONE
2.32 ACRES
3961/236
APPROVED PRELIMINARY PLAN
Approved by the Planning & Zoning Commission
on:
November 19, 2020
COMMON
AREA "A2"
1.641 AC
(SEE NOTE #I2)
\ /"2517m724
LN0-ADVERSE
IMPACTS (SEE
NOTE /16)
PHASE 2
ACRES
ZONED: R
PROPOSED: GC
PHASE 2
LOT 1, BLOCK THREE
6.269 AC
PRELIMINARY PLAN NOTES:
/
I- THIS PROPERTY ALES WIDIN THE 1C41EM ROO(MAIN PER F.EJ A- FIN COMMUNITY PANEL N0. HAI OJIM. APIAL 2 2014 ME
EFFECTK I00-1EM FLOWRAIN AND RIXOWAY IS GRAPHICALLY URD U
2 THE 1GG-YEAR RWOPLYN AND RUNWAY WAS EXTEND THROUGH THE SUBJECT PIICYERTY BY A TREATED HILNLtlp1G A HYANNUIIC
NWEL PREPARED BY MITCHfLL A NORWN. UP (DATED - WY N09). THIS RWOSTAY IS NOT OFFICIAL OR APPEALED THROUGH fEMA
BUT SHALL BE CONNECTOR 'BETTER SAW AND UNDER FOR THE OEVELCWIENI OF ON PROPERTY
3 THE FINISH FLOOR EIEVATON FOR ALL LOTS ADJACENT TO THE 100-YEW RMWwN ODENIIRED IN WE 11 OR 12) SHALL R AT DART
ONE FOOT NQh THE OLCUNRD IN -YEAR EASE Ron MATCH (BFEU
4 BASIS OF BEARING COORDINATES AND BEARING SYSIEM SHM NN HEREON ARE NADB3 (TEXAS STATE PLANE METAL SAKE CAD NORM)
BASED M THE PUBUSHED WORDINATS R THE CITY OF ChLEGE VANN CONTROL MONUMENT Cs94-130 (Y-1020559DW.
X-35GSU&I.02) AND AS ESTA&@IED BY CPS CBSERVADOHS
DISTANCES SHOW HEREON ARE CiN DISTANCES UNLESS OMERWE IpRD. N OBTNN SURFACE DISTANCES WLIPLY BY A
CONFINED SCALE FACTOR OFIOOo0DI77(CALCULATED USING QW12B1
D ALL PROPERTY COWERS ARE NORI BY 1/2- IRON ROM UNLESS OTHERWISE WED,
6 MEMONS NOW IXTEMOR TO THE LOT, ALONG CURLS SPENDING WIN -A-' ARE ARC LMGMS
). THE NSTALIATON OF STREET OWES DILL BE RECORDS AND INSTALLED IN ACCORDANCE WITH THE UCS UNITED EfH1WMMT OWNANCE
BAXST EDUENT
/
& PIINNG SETBACKS SHALL BE IN COMPLIANCE WTI THE IMIHDS DEIELOPNEM ORDINANCE ODDI "MST MIMYA FOR THE CURRENT
ZONING
_
9. COMMON ARM PRIVATE ORYNACE STRUCTURE AREAS AND FAVAR ACCESS EASfNMTS ARE WIERNED BY THE DEED RESTRIOMNS &
/
CONEMN6 AND THESE AREAS WLLH MAINTAINED BY THE RROPERTY OWNERS MAROCADGN(PAC).
10 THIS SLRVFY WAY WAS PREPARED WITH THE BENEFIT OF W ME CONIIIEW ISSUED BY SECTIONS DE, LLC ARE Na BCOONPJ -
EFTEL'IM DATE 2/12/I8). AIMS 161F0 ON SCHEDULE B MR ADDRESSED AS FCLLUNS. ADpIgNY EASEMENT MY APPLY
• 106-10): RELEASED PM SELL EVOLUTION W. BEI 252 (RECORDED ROL 1531& AS 154).
• 1Of DRVNME WHARF GRANTED IN DEED, 10144/203;
11. TOMRAMICAL & ONLY INFORWTON MS WANED FROM AN ON-THE-OPoUxO SUR,EY PERFOREO BF NEPR sIIRYf1iXG. UNDER THE
DRELMN OF BONS KERR. BVLS. 4502.
12 COWON AREA 'AF.. Y2' & N' ME NON -BUILDABLE AREAS AND PILLL H VWX Y MCUNRERM BY A PRIVATE DRAMME CANNOT
(EXCLUDED MADE WIDTH SLOPE & DRAINAGE WMINTS), NO A"IMTY 5 PERMISSIBLE IN THESE WENS THAT MILL BLOCK. OR II
DRxWBE.
13. DURING AMC Purm; 9 EACH ME 2V WEz WHO BE RMED AT THE FEW LOT UKS ON A QME-BY-EASE M515.
14 PER PROPoMIOWWM AWDYZ (DATED 10/31/18 M AS MODULE) AND ASSUMED CES, THIS TRACT IS BUT RESPONSIBLE ttR THE RJLL
cCxSTRIILTwx 7 THE TORN VALE DRIVE CO NSIax. MB PANTS PWDDIPATION WILL DE DE CM WIN ME TWO & THREE IN
JADY
MNCE WITH THE nNPCRIpNN11Y AWUTSIP
15. RICHT-OF-WAY WDM AND ERROR OF CCYW WE MOUE IS MITSUI IN XANNE AND 15 SONIC N CWW.t WED UPON FUL
TISICH OF THE REARAY. ME T110 Cg61fiUCTICN OF TOWN VM CRONE NLL EXTEND MPROXIIMTELY 50 L.F. ALONG THE W99E
OF LOT 1. SLICK FOUR OR A AND FA,MR ACCESS EMINENT WILL DE FFGMfiD RIM THE TOW V# DINE MI BREAK TO Or %
BLOCK FOUR
I6. NWL OWING MID/OR SIZE WnLCWEM OF PHASE 2 OR 3 WILL UPLIZE DR BEST AVAILABLE RANDOM DATA AT THE NE OF
Rn111TNG. THE CM NO ADVERSE I AWA BILL BE REQUITED AS APPLICABLE
17, WATER UNE ALIGNMENT AND SIDING, ALCHG TMW WE ORTE, ABLE 93BIECI TO CHANCE &4U ON RUNNING EESIM, .ANALYSIS AND
ZONED: R
POSSI LE OVERSIZED PAR IPATON.
NOW oR BUY
�f/� SURVEYED BY: KERR SURVEYING, LLC
409 NORTH TEXAS AVENUE
CITE of coU.EGE
STATION
J
J BRYAN, TEXAS 77803
aueD PULSEACRE TRACT
Cj PHONE (979) 268-3195
3007/341 3007/341
4708/230 —T4708/230 — — —
p ZONED: GC
w
ij W F o NOW OR FORMERLY
CORNERS GALLERY,wN z
g3 ZONED: GC CALLED 1MU5 ACRE
RA
oM 11830/277
Y, o
�- COOPER'S
SUBDIVISION or T1
47 OF08/23300 1 PP L
47
NOW OR FORMERLY
M.D. WHEELER, LTD.
4928/260
COOPER'S SUBDIVISION
LOT 2
4708/230
CALLED 1.00 ACRE TRACT
5286/253
COOPER'S SUBDIVISION
PART OF LOT 1
4708/230
NO
s
b
;
ze
of
25 ODDS UlA
25' CoB ELECTRI c%
EASEMEN
(15316/1
TxDOT
CONCRETE
10W MARKER 'P
t y1AI//
//Il
ll
25 cots UFUTY
1 1l
EASEMENT
(9611/715) /715)
FP
MwANOW OR
NOW OR FORMERLY SCOTT & FORMERLY
WHNE \� ETu0.W
CITY OF COLLEGE
STATION HEALTHCARE DEMD00H \ y Y
10886/270 10171/51 PMN WO / / \
rnrvEtugE / (10 COMMON AREA / % wp' Ple¢
SCOTi &WHITE / SCOTi & WHITE / (tons/5t) / /,P '\ ` I \ \ rzq ME
HEALTHCARE SUB[ HEALTHCARE SUBDIVISION / M01R K / /y \fit
LOT 2. BLOCK FOUR LOT 1, BLOCK FOUR 30 P.U.E. Fswq-uP 2 JUE.
1,81 ACRES 13.20 ACRES (10179/51) _ % ' P.A.E. (10179/51) \
MUC
9-w tans/51 I ,On9/5, >8 .a. j Y / SR.TARY MEIERR \
-_------I----- - ----- ----- - 'I.RDR . r
- �- - b IE - y8E - E -7 - �IXE - -OXE - 41XE-9-- - - DIP KAE - bME - lYC - 4NE-9-P - s}E - tiXE - AE - tiXE PP. / / w/CAP \
PA. N 41'15'S7w E -3.25'
VARP A l U P.U.E. I I
(I5386/8(
4 N5 q� / �/ 1 385�84)
ItA 10 M.
1 20' P.U.E. 11 \ \+ WATER UK
(,52RK 8+)
II ,( I Io/�I1\COMMON J 1s+\ i NJS
SHEET LAYOUT KEY
AREA "B2" \+ 1.984 AC \
0 6a 120
�� J¢9e sI I" AIN
I D'PDE
iy'E
P IRS 0 4E I I �� �ti6 PoST
.308CRE$ 1 I IH I I I apse V A
E I 1 I I \ (VOLUE 153 , PAGE z 4>
3
5 V I Lz
) I I V I �
3a I v1 v 4
' / e hW S 49. H 26O p I I LO 1, BLO(X( ONE I � Now OR ARDFORMERLYPE
/'�� 35'47" yy g21 I 1 I \ \ \ A \ �o I I BRIAN .1144 PERRY
�� 89.78' �q. I I 5.300 AC \ 1D' RULE. 10459p4
CPLLED 0.1146 ACRE TRACT
/ d P�000vuln 54.34 I A V A \
/ 90° (SEE NOTE 82) L315' POE
/ 1 A \
V
1 I\ 1 A \ \\ \V A(t538fi/Ba� iAl
� I 11 II
111 H// P \\ I IIA 1 0
�l� P.D.E.
q COMMON PARKLAND
111 1 AREA "B1" DEDICATION
1 _ �i(/ 1 / 6.379 AC 18.084 AC 1 FLOOdPLAIN
1
II III COMMON
AREA"B311
0.494 AC
194.499
(SEE NOTE #12) v / J \ (SEE N 712) \ 1 1 \ \ �1 j d
/ I \ I A I V As� 3 \ 1 w
VLOT 141 9OACI�TWO
( I A �I \ V A I A � 0' PCD E\ 1 I
. ,
15386/84) N \t5 P.U.E. J I
386/E4> /Rg S '3805w W- 1 5.27 F.H. 1 A \ I
''QQ N J I�i 1 ��5��, �� •� u1
(SEE NOTE
NOW OR FORMERLY
RSCS ENTERPRISES, LP
CALLED 2.259 ACRES
13815/268
PHASE 2 - LINE DATA
LINE
BEARING
DISTANCE
I LINE
I BEARING
I DISTANCE
L1
5 472557' E
91.91'
1 L8
S 80'02'59" W
I 63.84'
L2
S 6646'4f W
&OW
L9
N 72'02'26" W
32.17'
L3
N 77'54'35" W
69.%
L10
N 88'36'29" E
20.30'
L4
N 54-1514" W
J2.45'
L11
N 43'34'41" E
60.00'
L5
5 8611'19" W
5578'
L12
N 57'37 03" E
1 34.65'
LE
S
I N 42-0443" E
1 30.81'
L7
N 71'14'59" W
52.50
1 L,4
1 S 42V4'43" 10
1 30.89'
PHASE 2 - CURVE DATA
CURVE
RADIUS
ARC LENGTH
DELTA ANGLE
CHORD BEARING
CHORD LENGTH
Cl
120.00'
t21.29'
ST54'47"
N n'2T56" W
116.20'
C2
724.94'
R.15'1
46'S4"
S 80'0758" E
16.12'
C3
1 170.00
1 27
1 91 '29 58
1 N 87-49'42" E
1 243.54'
C4
1 230.00
1 367.30
1 91'29 58
1 S 87'49'42" W
1 329.50'
PHASE 3A - UNE DATA
LINE
BEARING
DISTANCE
LINE
BEARING
DISTANCE
L1
S 76'44'12" E
51.39'
L8
S 4214'36" W
76.07'
L2
S 59'4945' E
33.37'
L9
S 2.3900" E
34.13'
L3
S 57'44'19" E
78.0
L10
S 51'49'03" E
66.87'
L4
S 4838.22" E
68.66,
111
S 31'49'47" E
84.22'
L5
S 54'29'31" E
54.80'
L12
S 22'50'59" E
39.58'
L6
S 56'34'36" E
108.65'
L13
S 44'53'10° E
69.37'
L7
S 68'42'56" E
2,76'
PHASE 3A - CURVE DATA
CURVE
RADIUS
I ARC LENGTH
1 DELTA ANGLE
1 CHORD BEARING
CHORD LENGTH
C1
822.45'
247.39'
111416
N 53'01i6" E
246.46'
C2
697.50'
239.55
1 194041
1 N 51'55'04" E
I 238.38'
C3
80250'
275.67
19'40'41"
N 51'55'04" E
27426'
C4
697.50'
237.55'
t9'30'48"
S 52'00'00" W
236.40'
PHASE 3B - UNE DATA
LINE
BEARING
DISTANCE
LINE
BEARING
DISTANCE
Lt
N 34'43'06" W
55.12'
L8
N 7616'11" E
79.84
L2
S 17'39'04" E
39,85'
L9
N 561340" E
76.20'
L3
S 4935'47' W
34.84'
L10
N 57148" W
58.00'
L4
N 8659'4f E
39.93'
111
S 791535" W
67.27'
L5
S 82.31'06 W
77.21'
L12
N 78'451" W
38.65
L6
S 68'31'S0" W
Roil
1 113
N 64'02'51" W
50.81'
L7
S 474Y59" E
1fi1.19'
-F-1 a0' Pu E. PHA 3 TEM`RonARr MIDTOWN ON LAKEWAY
VARIAB4E' \J 1 P.A.P.
/ 1 f WDTH r>�.E. `7 �. s %� RES\ I (u3' e) \b°� ✓I SUBDIVISION
� • / \ Lg, \ �\ FUTURE DEVELOPMENT SURVEYED BY: O KERB SURVEYING, LLC
\\\ \ If!`�� 409 NORTH TEXAS AVENUE
,.. \ Ld\7,Z).L100
AECE h \ I PHASE 601 "77803
PHONEBRYAN (979)5268-3195
li3 /,N. F.F.E€S W/LOA DN, ;� I \ l \ I NOT FOR RECORD
o / - I 'm \ PosT
\ 3 �. �55'P.LLE.\ \ \ fl
I �� FENCE
a -\ PRELIMINARY PLAN
(SEE\NOTE IN) .E. \ 10' P.U.E. a M.D. WHEELER
_ N F.H. w PHASE 2,3 & 4
- 1 \ V A LOT 1T2, BLOC
LOCK THREE & LOT 1, BLOCK TWO
1, BLOCK OUR
1
10' PDE. i/T A V 8' I V �+ 10.951 AC COMMON AREA - 4.187 AC R.O.W. DEDICATION
/ aE / // / v \
) II (tools/tog) s/e" LR. � \ - / � / G/�/ \ WALK 1 � � PARKLAND DEDICATION - 2.697 AC
/� 4 LOTS - TOTAL: 37.127 ACRES
�� w ROBERT STEVENSON SURVEY, A-54
COLLEGE STATION, BRAZOS COUNTY, TEXAS
SOUTHSIDE PLAZA I \ \ �/ /� / 4 = MPORARr\I SURVEYED: DECEMBER 2018
1 PHASE ONE / / V A PA.E T m WMOOWNER INFORMATION
Tx00T /-///� /.� 15'
ROWMARKER I LOT0,865 BLOCKONEA /, H;' / // /y 0 p/p // / P.A.E. �2 \ Q' a/0 PON. N cmv[ETD.
II I I 10095/109
TV PUUJE.
(10095/109)
I II NOW Ofl FORMERLY 3
I I I RSCS ENTERPRISES, LP io
5273/69 N
HARLEY SUBDMSION n
LOT 2, BLOCK ONE
4.00 ACRES Z
I111 3961/236
20' FIDE.
(10144/203)
II
40' PcD.E.
� I (15385/84)
III I
b@@UE.& \
Pr.D.A, V A
PU.E. \ V A
'\� p 10' M.U.P. \
10'
ENCE DURHAM LOOP
GET 38' STREET w/CURB
6' SIDEWALK (BOTH SIDES)
(60' ROIL) -
---- INTERNAL DEED/PLAT UNE
---- ADJOINER PROPERTY LINE
PROPOSED PROPERTY LINE
PROPOSED SUBDINSION LINE
PHASE LINE
------ EASEMENT UNE
P.U.E. PUBLIC UTILITY EASEMENT
P.A.E. PUBLIC ACCESS ESMT.
P.D.E. PUBLIC DRAINAGE ESMT.
PR.D.E. PRV. DRAINAGE ESMT.
PR.A.E. PRV. ACCESS ESMT.
O FLOODPLAIN
® FLOODWAY
PHASE 2 - LINE DATA
LINE
BEARING
DISTANCE
LINE
BEARING
DISTANCE
L1
5 4]2557" E
91.91'
L8
5 80'02'59" W
63.84'
L2
5 66'46'41" W
6.09
L9
N 72'02'26" W
32.17'
L3
N ]T54'35° W
69.50'
L10
N 88'36'29" E
20.30'
L4
N 84'15'14" W
72.45'
L11
N 43-34'41" E
60.00'
LS
5 6611'19" W
1 55.78'
L12
N 5737'03" E
34.65'
L6
S 82-0453" W
1 61.16'
L13
N 42'04'43" E
30.81'
LJ
N 71'14'59" W
1 52.50'
L14
S 42V4'43" W
30.89'
PHASE 2 -CURVE DATA
CURVE
RADIUS
ARC LENGTH
DELTA ANGLE
CHORD BEARING
CHORD LENGTH
Cl
120.00'
121.29'
57'S4'4T'
ry O'2T'S6" w
t16.20'
C2
1 124.94'
Rl5
I S'46'S4"
S 80'OT58" E
]3.12'
C3
1 170.00'
271,48
1 91'29'58"
N BJ'49'42" E
243.54'
C4
1 93000
1 367.30
1 91'29 58
1 S 97'49'42" W
1 329.50'
PHASE 3A - UNE DATA
LINE
BEARING
DISTANCE
LINE
BEARING
TANCE
L1
5 76'4492" E
51.39'
L8
5 42'14'36 W6.07'
L2
S 59.49 45' E
33.37'
L9
S 2'39 00" E
4.13'
L3
S 57'44'19" E
78.46'
L10
S 51'49'03" E
6.8]'
169.37'
L4
5 483W22" E
68.66'
L11
S 31'49'47" E
4.22'
L5
S 542931" E
54.80'
L12
S 22'50'59" E
9.58'
L6
S 56-3436" E
108.65'
L13
S 44-53'10" E
L7
S 68-4256" E
1 2.76'
PHASE 3A - CURVE DATA
CURVE
RADIUS
ARC LENGTH
DELTA ANGLE
CHORD BEARING
CHORD LENGTH
Cl
822.45'
24J.39'
1J'1413"
N 53'01Y6" E
246.46'
C2
1 697.50
1 239.55
1 1940'41"
N 51'S5'04° E
238.38'
C3
80250'
275.67
19'40'41"
N 51'55'04" E
6
2742'
C4
697.50'
237.55'
19'3048"
S 52'0000" W
1 236.40'
PHASE 313 - UNE DATA
LINE
BEARING
DISTANCE
LINEWW50.81
DISTANCE
Lt
N 34'43'06" W
55.12'
L8
E
79.84
L2
S 17'39'04" E
39.85'
L9
" E
76.20'
L3
S 4935'47" W
34.84'
L10
W
58.00'
L4
N 86'39'4f E
39.93'
L11
" W
67.27'
L5
S 82'31'06 W
T7.21'
L1-2
W
38.65
L6
S 68'31'S0° W
80.11'
L13
" W
50.81'
L7
5 474759" E
161,19,
SURVEYED BY: KERR SURVEYING, LLC
409 NORTH TEXAS AVENUE
BRYAN, TEXAS 77803
PHONE (979) 268-3195