HomeMy WebLinkAboutPZpkt2017-05-01YOUR} HOMETOWN
AGENDA
PLANNING AND ZONING COMMISSION
Monday, May 1, 2017 @ 7:30 PM
Anna City Hall, Council Chambers
111 N. Powell Parkway, Anna, Texas 75409
The Anna Planning and Zoning Commission will conduct a meeting at 7:30 PM on May
1, 2017, at the Anna City Hall Administration Building, 111 N. Powell Parkway, to
consider the following items:
1. Call To Order And Establishment Of Quorum
2. Invocation and Pledge of Allegiance
Location Map
3. Consider/Discuss/Act on recommendation regarding "Davis Addition"
development plat.
4. Consider/Discuss/Act on recommendation regarding "Anna Crossing Ph. 7" final
plat.
5. Consider/Discuss/Act on recommendation regarding "West Crossing Ph. 7" final
plat.
6. Consider/Discuss/Act on recommendation regarding "North Pointe Crossing Ph.
3" final plat.
7. A) Conduct a public hearing to consider public comments regarding a request by
The Anna Community Development Corporation, owner(s) of the property, to revise
the existing PD (323-2007) zoning. The property is currently zoned as (PD)
Planned Development for residential and commercial uses. The owner(s) of the
property are requesting to change portion of the property to allow PD-Business
Park Uses. The property is located at the northeast corner of Highway 5 and the
Collin County Outer Loop.
B) Consider/Discuss/Act on recommendation regarding a request by owner of the
property to change zoning from Planned Development (PD 323-2007) to PD-
Business Park Uses. The property is located at the northeast corner of Highway 5
and the Collin County Outer Loop.
8. Consider/Discuss/Act on recommendation regarding "Anna Business Park"
preliminary plat.
9. Minutes
10. Adjourn.
This is to certify that I, Maurice Schwanke Director of Planning and Development,
posted this agenda at a place readily accessible to the public at the Anna City Hall and
on the City Hall bulletin board at or before 5:00 p.m. on .
Maurice Schwanke
Director of Planning and Development
Persons with a disability who want to attend this meeting who may need assistance should contact the City Secretary,
at 972-924-3325 two working days prior to the meeting so that appropriate arrangements can be made.
IM10,1111.1
Planning Commission
Agenda
Staff Report
Meeting Date: 5/1 /2017
Staff Contact: Maurice
Schwanke
YtOURI HOMETOWN
AGENDAITEM:
SUMMARY:
STAFF RECOMMENDATION:
ATTACHMENTS:
Description Upload Date Type
location map 4/28/2017 Exhibit
Item No. 3.
1
Planning Commission
Agenda
Staff Report
Meeting Date: 5/1 /2017
Staff Contact: Maurice
Schwanke
YtOURI HOMETOWN
AGENDA ITEM:
Consider/Discuss/Act on recommendation regarding "Davis Addition" development
plat.
SUMMARY:
The development plat for your review is located within Anna's exterritorial jurisdiction and generally
known as 8805 County Road 504. The tract is located in the John Michael Borough Survey,
Abstract No. 562 and contains approximately 3.992 acres of land. The owner is proposing to
build a house on the property. The submittal meets the City of Anna development plat
requirements.
STAFF RECOMMENDATION:
The Staff recommends approval of the development plat
ATTACHMENTS:
Description Upload Date Type
Location Map 4/27/2017 Exhibit
Davis Development Plat 4/27/2017 Exhibit
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LOCAATI N.MAP
STATE OF TEXAS
COUNTY OF COLLIN
WHEREAS Jared] and Kendra Davis are the owners a tract of land situated in the John
Michelborough Survey, Aberrant No. 562, Colin County, Texas, and being all of that called
4.00 acre treat of land as described in General Warranty Deed to Jared and Kendra Davis
ecomei under ClerKs Hle No. 20150918001190610 in the Deed Renounce of Collin
County, Texas (DRCCT), and being more particularly, described as follows:
BEGINNING at a 1/2-inch iron rod found in County Road And, in the north One of a
called 7.01 acre tact of land identified as Second Tract in Warranty Deed to Joe Brent
Cantrell recorded under ❑arke Hie No. 96-0016857 DRCCT, said point elm being the
southeast comer of a calf 30.00 acre tract of land as desonbed in deal to Philip R.
Markehinsky recorded in Volume 1512, Page 188 DRCCT;
THENCE North 00 Degrees 15 Minutes 21 Seconds East, departing said County Road
504, along the east line of said Mar uchiosky 30, 00 acre tract, 712.60 feet to a 1/2-inch
iron rod Pound at the wasted, southwest corner of a called 16 00 acre tend of land as
described in Assignment of Contract of Sale and Purchase to Philip R. and Janet M.
Martschinsky recobi to Volume 2793, Page 364 DRCCT;
THENCE South 88 Degrees 42 Minutes 36 Seconds East, departing the east line of said
Mandflusky 30.00 acre tried, along southwest line of said Martschinsky 16.00 acre tract,
243.96 feet to a 1/2-inch iron red found;
THENCE South 00 Degrees 15 Minutes 26 Seconds West, continuing alone southwest
line of said Martschinsky 16.00 acre trad, 712.57 feet to a 1/2-inch iron rod found in aid
County Road 504 and north line d said Cantrell beet;
THENCE North 88 Degrees 43 Minutes 06 Seconds West, along said County Road 504
and north line of aid Cantrell tact, 244.15 fact to the POINT of BEGINNING and
containing 3,992 acre of land.
STATE OF TEXAS
COUNTY OF COLLIN
I, Brad Short, a Registered Professional Land Surveyor for Sparr Surveys, do hereby
certify that I prepared this plat from an on the ground survey of the property and that the
comer monuments shown thereon were properly placed under my personal supervision in
acmrda a wdh a out divisor, regulations ofthe City of Anna, Texas.
Brad Sp � .—
Registered Professional
Land Surveyor No. 3701
ACKNOWLEDGEMENT
STATE OF TEXAS
COUNTY OF COLLIN
BEFORE ME, the undersigned authonty, on thus day personally appeared Brad Spar,
known to me te be the person whose name is subscribed to the foregoing instrument,
who acknowledged W me that the same was exemted for fire purposes and consideration
therein expressed,
GNE u DE MY HAND AND REAL OF OFFICE, this the day of
r 2017.
Notary Public In andfo^
The State of Texas
DLO-DLo -w11
My Commission Expires
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6905 RIEga 1% =ty,,Ri 504
Sue 75434
Item No. 4.
3
Planning Commission
Agenda
Staff Report
Meeting Date: 5/1 /2017
Staff Contact: Maurice
Schwanke
YtOURI HOMETOWN
AGENDA ITEM:
Consider/Discuss/Act on recommendation regarding "Anna Crossing Ph. 7" final plat.
SUMMARY:
The Anna Crossing Ph.7 final plat contains 62.876 acres located in the Granderson Stark Survey,
Abstract No. 798. Within this project 229 residential lots are proposed. The plat layout is in
conformance with the approved preliminary plat which contemplated several variances to the
subdivision rules and regulations. The plat is in conformance with the existing zoning for the
property.
STAFF RECOMMENDATION:
The staff is recommending approval of the final plat.
ATTACHMENTS:
Description
Location Map
Anna Crossing Ph 7
Drainage letter - No adverse impact
Upload Date Type
4/27/2017 Exhibit
4/28/2017 Exhibit
4/28/2017 Backup Material
/ LONE STAR GAS EASEMENT REMAINDER OF \
PERMITTED BY ANNA TOWN CENTER NO. 7 / LNRD, LLC \
VOLUME 279, PAGE 375, D.R.C.C.T. A=12°44'24" INSTRUMENT NUMBER 20140102000006050, O.P.R.C.C.T. ANNA CROSSING PHASE VII LNRD, LTD. LIFE LANE \
/ 2U PERMANENT UTILITY EASEMENT y (LOCATION BASED ON GAS MARKERS AS CORRECTED IN N730 03' 12"E 47.45'N730 24' 33"E 40.00'
/ INSTRUMENT NUMBER 9 LOCATED IN THE FIELD.) R=1150.00 INSTRUMENT NUMBER 20160914001223020, O.P.R.C.C.T. T50'RIGHT-OF-WAY IRS ° „
20080728000910980 "} L=255.71' INSTRUMENT NUMBER 20150730000952300, O.P.R.C.C.T. A=9 36 30
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=55II1'-=-55-05'11pS6S 8999L s� ooz 1.�3 - °} � s�3' 2 9 L�sS 0s' o of 3 L�2s 17 L=5o.02' -L S1 0j' �9 VOLUME 5121 PAGE 5037
/ I I o c22 _ 1, LOT 11 �o o, / A=51°50'32" O.P.R.C.C.T.
/ LOT 26 * N TRACT 4 -
/ L=35.56' - S88° 51?53"W 352.74' AS�IPE C4 ° - _ 53. COWBOY WAYS 58-17°�N 128.80' 233.19' ~^ LOT 10 �° I R=960.00' ABANDONED BY THIS PLAT I o
En c1a4 10' U.E. titi° / I L=868.62'
Ns7 09' s7°w 117.z4' o� h �ti� CB=S63 30 11 W w
/ W 143.3 ' 80°0 EASEMENT ' C3 L2 50' RIGHT-OF-WAY C2Ln
L10 50 17= L��6 76' L=17.46' C� o "
574° lg 4g \ /31� 7 - �6.1�� 5 .72' 50-00' �0�0' n =4 7 L=5(Y35 =42 6 50�2' -502' S0A0- = 0.0� L 0 L5 u 8.56' 8 L p
m F CL=839.30' o; I a N
N •r6' =-5o.a '2' T1�04'
t 50 02' TRACT 12 REMAINDER OF
L=33.3T w "� n --ate 7.53' 10
20 PERMANENT / ti n - 25' B.L. ,y o m ti z H.O.A. LOT ANNA TOWN CENTER NO. 3 / WARN, LTD. W H o Rt O - %� 8.08' ni 25' B.L. 19.90' -
UTILITY EASEMENT ,b° N 25 B L' o o O �' 3 " LOT In _ M 8.93' 10 U.E. 3.28' o LOT LANDSCAPE & i J M o
* ° co °i `O b '�' LOT �0 o M LOT o 0 0 00 SLOT MLOT d-LOT W LOT ^� 2 5'0 =� INSTRUMENT NUMBER 20070208000183560 H } I lao o ANNA TOWN CENTER
INSTRUMENT NUMBER LOT M �' ti h LOT LOT M LOT LOT o LOT b N in 4 a F�0 0 .� o o f n cr o 19 d w LOT LOT LOT m n o LOT iv
-=34.8T L=30.96' o o ti 20 Co 18 LOT LOT o o 8 N N 6 5 o / I / �w EASEMENT ¢ , l i
/ 200806000959220 / o N O o� F Q w 6 25 N 21 e N °o v ? 17 16 15 N 14 V 13 12 11 M 10 0 9 N 7 3 L=17.78' h\ �j w O.P.R.C.C.T. �' o NO. 5 HSLT LTD.
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cn o Q, o 0 7.89' n�1 0 1 h / o-\ Io VOLUME2431
O.P.R.C.C.T. d/ O a LOT 24 o LOT LOT "� i LOT 72 0 O I I z o '
/ 66.14' 60 64.72' z 62.44' cn w P.R. PAGE
/ ITDRAINAGE zo o 0 0 19.13' '� 2 titi Fo I��
5' WALL EASEMENT 23 21?49' N88° 55' S5"E 201.20' o O.P.R.C.C.T.
/ I
EASEMENT o„ y 36.78' 50.00' 50.00' S0.00' S0.00' 50.00' S0.00' S0.00' 50.00, So.00' 50.00' 50.00' S0.00' S0.00' 48.12' 22.93' 4�3Z3, tihLOTv°� J�ti�� �01' 06, O I N
N88° 55' S5 E 757.82' z Q 1 0 0
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- - - - - - v o
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IRF IRF LNIO° 25' o5"w 32.80' TRACT 1 ANNA CROSSING PHASE VII LNRD, LTD. �,� �� �,^)' O N
S88° 51' 48"W 595.82 T WALL H.O.A. LOT ° ^� �/ ANNA TOWN CENTER 'n 1
/ 53.72' INSTRUMENT NUMBER 20160914001223020, O.P.R.C.C.T. s47 37' 4o"E 55.19' p <cg' °• �, W � I w
/ TRACT 3 TRACT 2 EASEMENT DRAINAGE EASEMENT 3� NO. 2 / BRTO, LTD. J Q 1 Z
GAS PIPELINE o IRF 42.s9tio,' VOLUME 5622 PAGE 1863 = D
H.O.A. LOT IRF S88 55 50 W 841.95' \ ti O.P.R.C.C.T. I II 1 z
UTILITY EASEMENT \ \ IRS \ IRS
EASEMENT N100 25' 10"W 53.08' \ N720 37' 22"W 83.18 S370 40' 22"W 28.35'
IRS
/ / tjNF , TEMPORARY DRAINAGE /
LONE STAR GAS EASEMENT
PERMITTED BY
VOLUME 279, PAGE 375, D.R.C.C.T.
(LOCATION BASED ON GAS MARKERS
/e LOCATED IN THE FIELD.)
REMAINDER OF
ANNA TOWN CENTER NO. 2 / BRTO, LTD.
VOLUME 5622, PAGE 1863
O.P.R.C.C.T.
Q
GRAPHIC SCATHE
100 0 50 100 200
( IN FEET )
1 inch 100 ft.
L=30.49
L=50.11'
50.16'
b
95.88'
ti
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19.52'
LOT
LOT
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0
16
15
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IRS
A=31017'29"
R= 540.00'
L= 294.92'
CB=N24051'24"W
CL=291.26'
REMAINDER OF
ANNA TOWN CENTER MIXED USE LLC
INSTRUMENT NUMBER 20150317000291340
O.P.R.C.C.T.
EASEMENT /
(BY SEPARATE / F
INSTRUMENT) /
I
REMAINDER OF
ANNA TOWN CENTER MIXED USE LLC \ /
INSTRUMENT NUMBER 20150317000291340
O.P.R.C.C.T.
/ .5^i
A=29°43'24"
L18 R=460.00'
L=238.63' A=1003'23" ��� �
IRS CB=S25°38'27"E R=960.00'
n' 40.00, _ CL=235.97' L=17.70'
IRS
N400 30' 09"W 96.13'-
M ATC H LINE N040 29' 51"E 14.14'
SEE SHEET NO. 2 N490 29' 51"E 97.96'-
B AN ST R
1 E N G I N E E R I N G
240 North Mitchell Road I Mansfield, TX 76063 1817.842.2094 1817.842.2095 fax
TBPLS REGISTRATION NO. 10193823 PROJECT NO.: 090- 16-07
CB=N38°06'29"E
CL=17.70'
N500 09' 15"E 74.01' /
A=6°28'27"
R=948.00' IRS
L=107.12' IRS
CB=N46°15'38"E REMAINDER OF
CL=107.06' IRS ANNA TOWN CENTER MIXED USE LLC
L19 IRS INSTRUMENT NUMBER 20150317000291340
IRS L21 0° O.P.R.C.C.T.
o°
g L20
goo o° A=11055'04"
IRS R=1040.00'
\110. IRS IRS L=216.32'
00,\ CB=S43032'19"W
°9 no CL=215.93'
IRS
IRS
IRS MATCH LINE
co °'i SEE SHEET NO. 2
,1 i_ati
S370 33' 48"W 826.26'
/
REMAINDER OF
ANNA TOWN CENTER
NO. 2 / BRTO, LTD.
VOLUME 5622, PAGE 1863
/ O.P.R.C.C.T.
LLJ
LOTUj
LOT
Cn
25' X 25'
25' X 25'
VISIBILITY
EASEMENT/
VISIBILITY
\ EASEMENT
STREET
VISIBILITY EASEMENT DETAIL
NOT TO SCALE
455
455
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COUNTY
a
ROAD 422
SHARP
FINLEY
STREET
LEGEND
N NORTH
S SOUTH
E EAST
W WEST
DEGREES
MINUTES/FEET
SECONDS/INCHES
O.P.R.C.C.T.
OFFICIAL PUBLIC RECORDS
COLLIN COUNTY, TEXAS
P.R.C.C.T.
PLAT RECORDS
COLLIN COUNTY, TEXAS
IRF 5/8" IRON ROD WITH
CAP STAMPED "RPLS
4838" FOUND
IRS 5/8" IRON ROD WITH
CAP STAMPED "RPLS
4838" SET
0 MONUMENT FOUND OR
SET
0 DIMENSION POINT,
NOTHING FOUND OR SET
VICINITY MAP
NOT TO SCALE
ANNA, TEXAS
REMAINDER OF
ANNA TOWN CENTER
NO. 4 / SHRP, LTD.
VOLUME 5631, PAGE 2600
O.P.R.C.C.T.
a
z
I
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I
1
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U)
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IRS
I I IRs A=4°14'44"
R=1500.00'
L=111.15'
A=17°32'33"
I I CB=S2°20'19"W
R=1380.00'
I CL=111.12'
L=422.52'
60.00' I 60.00,
CB=N9°06'37"E
LOT 1
s3.o3.
CL=420.8T
IRS
IRSI AREA
I
I BLOCK
A=12°48'39"
I
N810 08' 20"W 60.18'
I
R=1440.00'
LOT 2 LOT 3
I
L=321.97'
HAYSLETT ADDITION
CB=S10°41'36"W
PHASE 1
CL=321.30'
I INSTRUMENT NUMBER
I
I
STREET O.P.R.C.C.T.
I
I
w
I
I o0
S890 41' 22"W 63.00' 60.00,
6 00, LOT 2 LOT 3 LOT 4
BL CK A
IRS
IRS
DEED LINE
O
_
FINAL PLAT
zf A-,
a� LOT 2 LOT 3
/
� Q� /0
- BLOCK E
/
OF
/
ANNA CROSSING, PHASE 3A
/ INSTRUMENT NUMBER 2016-48
ANNA CROSSING
P•R.C.C.T.
PHASE 7
61.089 acres out of the
Granderson Stark Survey, Abstract Number 798
City of Anna, Collin County, Texas
229 Lots & 17 Tracts
Revision Date: April 2017
SHEET 1 OF 4 ANNA CROSSING PHASE VII LNRD, LTD.
ANNA TOWN CENTER NO. 7 / LNRD, LLC.
ENGINEER /SURVEYOR: DEVELOPER: ATC HAYSLETT LOT VENTURE, LTD.
ANNA TOWN CENTER N0.3/WARN, LTD.
BANNISTER ENGINEERING, LLC SKORBURG COMPANY
240 NORTH MITCHELL ROAD 8214 WESTCHESTER DRIVE, SUITE 710 ANNA TOWN CENTER NO.2/BRTO, LTD.
MANSFIELD, TEXAS 76063 DALLAS, TEXAS 75225 ANNA TOWN CENTER N0.4/SHRP, LTD.
CONTACT: MICHAEL DAVIS, RPLS PHONE: 214-522-4945 ANNA TOWN CENTER NO.5 / HSLT, LTD.
PHONE: 817-842-2094 CONTACT: JOHN ARNOLD ANNA TOWN CENTER MIXED USE LLC
Mike@bannistereng.com 8214 WESTCHESTER DRIVE, SUITE 710
DALLAS, TEXAS 75225
PHONE: 214-522-4945
Curve Table
Curve #
Length
Radius
Delta
Chord Direction
Chord Length
C1
251.94
300.00
4800703"
N710 41' 11"W
244.60
C2
163.26
2000.00
4040'38"
N860 35' 36"E
163.22
C3
136.21
2000.00
3054'08"
S890 07' 01"E
136.19
C4
138.56
2000.00
3058'10"
N890 09' 02"W
138.53
C5
86.72
250.00
19052'31"
N810 11' 52"W
86.29
C6
143.01
1290.00
6021'06"
S850 41' 20"W
142.93
C7
157.87
710.00
12044'24"
S880 52' 59"W
157.55
C8
286.04
540.00
30020'58"
S800 04' 42"W
282.70
C9
86.72
250.00
19052'31"
N810 11' 52"W
86.29
C10
110.86
1000.00
6021'06"
S850 41' 20"W
110.80
C11
222.36
1000.00
12044'24"
S880 52' 59"W
221.90
C12
117.97
250.00
27002'10"
S810 44' 06"W
116.88
C13
80.94
1000.00
4038'14"
S700 32' 08"W
80.91
C14
44.66
325.00
7052'27"
N210 09' 33"W
44.63
C15
212.25
1000.00
12009'40"
S780 56' 05"W
211.85
C16
67.64
1000.00
3052'32"
S860 57' 11"W
67.63
C17
80.02
1145.00
4000'15"
N240 12' 55"W
80.00
C18
225.42
655.00
19043'08"
N160 21' 29"W
224.31
C19
265.11
800.00
18059'14"
S790 23' 50"W
263.90
C20
104.66
250.00
23059'14"
N130 06' 10"W
103.90
C21
73.94
500.00
8028'22"
N200 51' 36"W
73.87
C22
18.76
300.00
3034'55"
S860 02' 45"W
18.75
C23
13.63
850.00
0055'07"
S820 58' 20"W
13.63
C24
19.76
1000.00
1007'56"
N250 39' 05"W
19.76
C25
31.39
800.00
2014'54"
N250 05' 36"W
31.39
C26
11.01
50.00
12037'17"
N580 19' 54"E
10.99
C27
4.33
1025.00
0014'32"
N880 46' 11"E
4.33
C28
13.93
1025.00
0046'42"
S850 08' 10"E
13.93
C29
13.47
1025.00
0045'11"
N820 53' 22"E
13.47
C30
21.82
225.00
5033'25"
S880 21' 25"E
21.81
C31
56.23
225.00
14019'06"
S780 25' 09"E
56.08
C32
18.80
275.00
3054'58"
N730 13' 05"W
18.79
C33
13.73
1241.70
0038'01"
N880 51' 53"E
13.73
C34
3.04
275.00
003758"
S680 32' 00"W
3.04
C35
16.56
1120.00
0050'50"
S240 39' 15"E
16.56
C36
22.28
1120.00
1008'23"
S250 38' 51"E
22.28
C37
26.79
680.00
2015'26"
S250 05' 19"E
26.79
C38
46.24
680.00
3053'46"
S220 00' 43"E
46.23
C39
48.25
680.00
4003'54"
S180 01' 53"E
48.24
C40
48.25
680.00
4003'56"
S130 57' 58"E
48.24
C41
16.04
680.00
1021'05"
S110 15' 27E
16.04
C42
32.16
50.00
36051'29"
S80 11' 31"W
31.61
C43
31.36
50.00
35055'53"
S280 12' 10"E
30.84
C44
20.32
50.00
23016'58"
S380 15' 44"W
20.18
C45
27.61
50.00
31038'15"
S650 43' 21"W
27.26
C46
47.27
475.00
5042'07"
N220 14' 48"W
47.25
C47
22.98
475.00
2046'20"
N180 00' 35"W
22.98
C48
36.09
50.00
41021'27"
S410 17' 15"E
35.31
C49
28.26
50.00
32022'57"
S40 25' 03"E
27.88
C50
63.67
50.00
72057'36"
S480 15' 11"W
59.45
C52
13.73
1145.00
0041'14"
S880 31' 16"W
13.73
C53
13.01
1145.00
0039'04"
N820 50' 19"E
13.01
C54
18.80
225.00
4047'17"
S730 39' 15"E
18.80
C55
16.61
1145.00
0049'53"
S880 26' 56"W
16.61
C56
16.61
1265.00
0045'09"
N880 29' 18"E
16.61
C57
10.12
1145.00
0030'22"
S820 45' 58"W
10.12
C58
23.46
1265.00
1003'45"
N830 02' 39"E
23.46
C59
17.54
735.00
1022'01"
N830 11' 47E
17.53
C60
5.76
515.00
0038'29"
S850 04' 03"E
5.76
C61
18.93
515.00
2006'22"
N650 57' 24"E
18.93
C62
15.72
50.00
18000'51"
N350 22' 50"E
15.66
C63
14.87
50.51
16052'02"
S860 44' 56"E
14.82
C64
43.09
250.00
9052'31"
S130 48' 08"W
43.04
Line Table
Line #
Length
Direction
L1
28.35
N370 40' 22"E
L2
68.32
S880 55' 55"W
L3
66.22
N710 15' 36"W
L4
66.22
N710 15' 36"W
L5
66.07
S640 54' 13"W
L6
34.29
N10 06' 33"W
L7
12.26
S690 54' 13"W
L8
34.89
S250 05' 47"E
L9
116.75
S160 37' 25"E
1-10
19.59
N380 53' 25"E
L11
21.21
N700 05' 47"W
L12
18.16
S330 12' 40"W
L13
22.44
N490 10' 16"W
L14
104.82
N250 05' 47W
L15
41.22
N710 15' 36"W
L16
10.43
S880 51' 53"W
L18
81.15
N890 42' 47"E
L19
79.16
S400 30' 09"E
L20
21.17
S850 30' 09' E
L21
32.99
N490 29' 51"E
L22
26.52
S80 51' 53"W
r-,--i ni +-,.
1. All coordinates and bearings shown herein are Texas State Plane Coordinate System,
NAD83 (CORS), Texas North Central Zone (4202). All distances shown herein are surface
distances.
2. Notice: Selling a portion of any lot in this addition by metes and bounds is a violation
of state law and City Ordinance and is subject to penalties imposed by law.
3. All specified Tracts are to be owned and maintained by the Home Owners
Association.
4. VARIANCE APPROVED: (*) Noted on the Plat.
MINIMUM CURB FRONTAGE FOR LOTS ALONG KNUCKLES
REQUIRED - 40'
REQUESTED - LESS THAN 40' BUT MAINTAIN 50' LOT WIDTH AT BUILDING LINE
MAXIMUM BLOCK LENGTH
REQUIRED - 800'
REQUESTED - 1300'
WALL REQUIREMENT ALONG FINLEY BOULEVARD
REQUIRED - SCREENING WALL
REQUESTED - LANDSCAPING AND BERMS ALONG HIKE AND BIKE TRAIL TO
MATCH LEONARD DRIVE LANDSCAPING AND BERMS
5. According to surveyor's interpretation of information shown on the National Flood
Insurance Program (NFIP) "Flood Insurance Rate Map" (FIRM), Community Panel No.
48085C01603, dated June 2, 2009. The property appears to lie within Zone "X" and the
entire property lies within a "Areas determined to be outside the 0.2% annual chance
floodplain" zone as defined by the U.S. Department of Housing and Urban Development,
Federal Insurance Administration, or the Federal Emergency Management Agency.
6. The above referenced "FIRM" map is for use in administering the "NFIP"; it does not
necessarily show all areas subject to flooding, particularly from local sources of small size,
which could be flooded by severe, concentrated rainfall coupled with inadequate local
drainage systems. There may be other streams, creeks, low areas, drainage systems or
other surface or subsurface conditions existing on or near the subject property which are
not studied or addressed as a part of the "NFIP".
lr-q'OBANNIST R
IL1 E N G I N E E R I N G
240 North Mitchell Road I Mansfield, TX 76063 1 817.842.2094 1 817.842.2095 fax
TBPLS REGISTRATION NO. 10193823 PROJECT NO.: 090- 16-07
/
/
/
REMAINDER OF
/ ANNA TOWN CENTER MIXED USE LLC
/ INSTRUMENT NUMBER 20150317000291340
O.P.R.C.C.T.
/
ti
o � /
3� 20' PERMANENT UTILITY EASEMENT
a 44 INSTRUMENT NUMBER /
20080806000959230, O.P.R.C.C.T. /
`• 4 A=14°30'01"
R=820.00'
L=207.52'
CB=N38°29'46"E
CL=206.97'
Qr) / h/ v 44
LOT 1, BLOCK 1
a / ANNA TOWN SQUARE DETENTION POND
INSTRUMENT NUMBER
Q cd - o �` / O.P.R.C.C.T.
�/ ,y � / IRS
J� cYf 9
N440 15' 13"W 80.00' /
SEE SHEET NO. 1
N490 29' 51"E 97.96'
MATCH LINE
IRS
5
F
'00, IRS
F�OO,
00
�,�° A=14°30'01"
R=900.00'
/°� L=227.77'
^ CB=S38°29'46"W
CL=227.16'
IRS
A=18°15'38"
R=1040.00'
L=331.46'
CB=N40022'02"E
CL=330.06'
o°
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0
IRS
/ IRS
5a�o
IRS
A=18°15'38"
R=960.00'
L=305.96'
CB=S40022'02"W
CL=304.67'
REMAINDER OF
ANNA TOWN CENTER MIXED USE LLC
INSTRUMENT NUMBER 20150317000291340
O.P.R.C.C.T.
OF p0P�N/
P� 6��'LOT C-1 \
.�
OPEN SPACE
-
COUNTY ROAD 422 NS��LOT 1 , \ SHARP STREET
1 - - - - BLOCK C -
_ 60' RIGHT-OF-WAY
INSTRUMENT NUMBER 20161110010004610, O.P.R.C.C.T.
-7-
LOT 2
VARIABLE WIDTH RIGHT-OF-WAY VARIABLE WIDTH RIGHT-OF-WAY i
INSTRUMENT NUMBER INSTRUMENT NUMBER
/ 20150619000737760, O.P.R.C.C.T. 20151202001507680
O.P.R.C.C.T.
TOMMY CUNNINGHAM CECIL BURL CUNNINGHAM
/ VOLUME 4802, PAGE 3430 INSTRUMENT NUMBER 20151123001471250
/ O.P.R.C.C.T. O.P.R.C.C.T.
/
LOT 5
LLJ ANNA CROSSING
> Q PHASE 1A
INSTRUMENT NUMBER 20150528010001710
Q o O.P.R.C.C.T.
Lu
z=
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un
�I��_�0»_INI
OF
ANNA CROSSING
PHASE 7
SEE SHEET NO. 1
M ATC P LINE
61.089 acres out of the
Granderson Stark Survey, Abstract Number 798
City of Anna, Collin County, Texas
229 Lots & 17 Tracts
Revision Date: April 2017
SHEET 2 OF 4
ENGINEER / SURVEYOR:
BANNISTER ENGINEERING, LLC
240 NORTH MITCHELL ROAD
MANSFIELD, TEXAS 76063
CONTACT: MICHAEL DAVIS, RPLS
PHONE: 817-842-2094
Mike@bannistereng.com
MCVCI nDCD.
SKORBURG COMPANY
8214 WESTCHESTER DRIVE, SUITE 710
DALLAS1 TEXAS 75225
PHONE: 214-522-4945
CONTACT:JOHN ARNOLD
OWNER:
ANNA CROSSING PHASE VII LNRD, LTD.
ANNA TOWN CENTER NO. 7 / LNRD, LLC.
ATC HAYSLETT LOT VENTURE, LTD.
ANNA TOWN CENTER NO.3/WARN, LTD.
ANNA TOWN CENTER NO.2/BRTO, LTD.
ANNA TOWN CENTER N0.4/SHRP, LTD.
ANNA TOWN CENTER NO.5 / HSLT, LTD.
ANNA TOWN CENTER MIXED USE LLC
8214 WESTCHESTER DRIVE, SUITE 710
DALLAS, TEXAS 75225
PHONE: 214-522-4945
OWNER'S CERTIFICATE
STATE OF TEXAS §
COUNTY OF COLLIN §
Continued:
THENCE South 89 degrees 41 minutes 22 seconds West with the common line between said Anna Town Center No. 3 / WARN tract and said Anna Town Center
4/SHRP tract, a distance of 63.02 feet to a five -eighths inch iron rod with plastic cap stamped "RPLS 4838" set for the beginning of a non -tangent curve to the left,
whose long chord bears North 09 degrees 06 minutes 37 seconds East, a distance of 420.87 feet;
OWNER'S CERTIFICATIONS
NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTS:
WHEREAS , acting by and through the undersigned, its duly authorized agent is the owner of a 61.089 acres
(2,661,019 square feet) of land situated in the the Granderson Stark Survey, Abstract Number 798, City of Anna, Collin County, Texas; said 61.089 acres
(2,661,019 square feet) of land being a portion of that certain tract of land described in a Special Warranty Deed with Vendor' Lien to Anna Crossing Phase VII
LNRD, Ltd., a Texas Limited partnership (hereinafter referred to as Anna Crossing Phase VII tract), as recorded in Instrument Number 20160914001223020,
Official Public Records, Collin County, Texas (O.P.R.C.C.T.); said 61.089 acres (2,661,019 square feet) of land being a portion of that certain tract of land
described in a Special Warranty Deed to Anna Town Center No. 7 / LNRD, LLC. (hereinafter referred to as Anna Town Center No. 7 / LNRD tract), as recorded in
Instrument Number 20150730000952720, O.P.R.C.C.T.; said 61.089 acres (2,661,019 square feet) of land being a portion of that certain tract of land described
in a Special Warranty Deed to Anna Town Center No. 7 / LNRD, LLC (hereinafter referred to as Anna Town Center No. 7 / LNRD tract), as recorded in
Instrument Number 20140102000006050, O.P.R.C.C.T., and corrected in Instrument Number 20150730000952300, O.P.R.C.C.T.; said 61.089 acres (2,661,019
square feet) of land being a portion of that certain tract of land described as Tract 4 in a Special Warranty Deed to ATC Hayslett Lot Venture, Ltd. (hereinafter
referred to as Tract 4), as recorded in Instrument Number 20150129000101830, O.P.R.C.C.T.; said 61.089 acres (2,661,019 square feet) of land being a portion
of that certain tract of land described in a Correction Deed to Anna Town Center No.3/WARN, Ltd. (hereinafter referred to as Anna Town Center No.3/WARN
tract), as recorded in Instrument Number 20070208000183560, O.P.R.C.C.T.; said 61.089 acres (2,661,019 square feet) of land being a portion of that certain
tract of land described in a General Warranty Deed with Vendor's Lien to Anna Town Center No.2/BRTO, Ltd. (hereinafter referred to as Anna Town Center
No.2/BRTO tract), as recorded in Volume 5622, Page 1863, O.P.R.C.C.T.; said 61.089 acres (2,661,019 square feet) of land being a portion of that certain tract
of land described in a Special Warranty Deed to Anna Town Center No.5 / HSLT, Ltd. (hereinafter referred to as Anna Town Center No.5 / HSLT tract), as
recorded in Volume 5717, Page 2431, O.P.R.C.C.T., said 61.089 acres (2,661,019 square feet) of land being a portion of that certain tract of land described in a
Special Warranty Deed with Vendor's Lien to Anna Town Center Mixed Use LLC (hereinafter referred to as Anna Town Center Mixed Use tract), as recorded in
Instrument Number 20150317000291340, O.P.R.C.C.T., said 61.089 acres (2,661,019 square feet) of land being more particularly described, by metes and
bounds, as follows:
BEGINNING at a five -eighths inch iron rod with plastic cap stamped "RPLS 4838" set for the Northwest corner of said Anna Crossing Phase VII tract, same
also being the existing Easterly right-of-way line of Dallas Area Rapid Transit (DART) as recorded in Volume 5443, Page 5532, O.P.R.C.C.T. and further
described in a deed to Houston & Texas Central Railway Company (200' right-of-way), as recorded in Volume V, Page 603, Deed Records, Collin County, Texas;
THENCE with the common line between said Anna Crossing Phase VII tract and the remainder of said Anna Town Center No. 7 / LNRD tract for the following
4 courses:
1. South 71 degrees 15 minutes 41 seconds East, departing the existing Easterly right-of-way line of DART, a distance of 120.00 feet to a
five -eighths inch iron rod with plastic cap stamped "RPLS 4838" found for corner;
2. North 18 degrees 44 minutes 19 seconds East, a distance of 3.34 feet to a five -eighths inch iron rod with plastic cap stamped "RPLS 4838"
found for corner;
3. South 71 degrees 15 minutes 41 seconds East, a distance of 106.41 feet to a five -eighths inch iron rod with plastic cap stamped "RPLS 4838"
found for corner;
4. North 88 degrees 51 minutes 48 seconds East, a distance of 199.75 feet to a five -eighths inch iron rod with plastic cap stamped "RPLS 4838"
found for corner;
THENCE crossing said Anna Town Center No. 7 / LNRD tract for the following 6 courses:
1. North 20 degrees 18 minutes 05 seconds East, departing the North line of said Anna Crossing Phase VII tract, a distance of 5.36 feet to a
five -eighths inch iron rod with plastic cap stamped "RPLS 4838" found for corner;
2. North 88 degrees 51 minutes 53 seconds East, a distance of 67.56 feet to a five -eighths inch iron rod with plastic cap stamped "RPLS 4838"
found for the beginning of a curve to the left, whose long chord bears North 85 degrees 41 minutes 20 seconds East, a distance of 94.18 feet;
3. Easterly with said curve to the left having a radius of 850.00 feet, through a central angle of 6 degrees 21 minutes 06 seconds, for an arc
distance of 94.23 feet to a five -eighths inch iron rod with plastic cap stamped "RPLS 4838" found for corner;
4. North 82 degrees 30 minutes 47 seconds East, a distance of 160.20 feet to a five -eighths inch iron rod with plastic cap stamped "RPLS 4838"
found for the beginning of a curve to the right, whose long chord bears North 88 degrees 52 minutes 59 seconds East, a distance of 255.18 feet;
S. Easterly with said curve to the right having a radius of 1150.00 feet, through a central angle of 12 degrees 44 minutes 24 seconds, for an
arc distance of 255.71 feet to a five -eighths inch iron rod with plastic cap stamped "RPLS 4838" found for corner;
6. South 84 degrees 44 minutes 49 seconds East, a distance of 230.77 feet to a five -eighths inch iron rod with plastic cap stamped "RPLS 4838"
found for corner, same being the North line of said Anna Crossing Phase VII tract;
THENCE North 67 degrees 23 minutes 55 seconds East with the common line between said Anna Crossing Phase VII tract and the remainder of said Anna
Town Center No. 7 / LNRD tract, a distance of 70.84 feet to a five -eighths inch iron rod with plastic cap stamped "RPLS 4838" found for corner;
THENCE North 73 degrees 03 minutes 12 seconds East, crossing said Anna Crossing Phase VII tract, a distance of 47.45 feet to a five -eighths inch iron rod
with plastic cap stamped "RPLS 4838" found for corner;
THENCE North 77 degrees 15 minutes 06 seconds East, continue crossing said Anna Crossing Phase VII tract, a distance of 195.43 feet to a five -eighths inch
iron rod with plastic cap stamped "RPLS 4838" found for corner in the North line of said Anna Crossing Phase VII tract;
THENCE North 88 degrees 53 minutes 23 seconds East with the common line between said Anna Crossing Phase VII tract and the remainder of said Anna
Town Center No. 7 / LNRD tract, a distance of 870.71 feet to a five -eighths inch iron rod with plastic cap stamped "RPLS 4838" found;
THENCE North 73 degrees 24 minutes 33 seconds East, continue with the common line between said Anna Crossing Phase VII tract and the remainder of said
Anna Town Center No. 7 / LNRD tract, passing at a distance of 40.00 feet to a five -eighths inch iron rod with plastic cap stamped "RPLS 4838" found, same
beginning of a non -tangent curve to the left, whose long chord bears South 21 degrees 24 minutes 47 seconds East, a distance of 160.80 feet;
THENCE Southerly, Anna Crossing Phase VII tract and with said non -tangent curve to the left having a radius of 960.00 feet, through a central angle of 9
degrees 36 minutes 30 seconds, for an arc distance of 160.99 feet to a five -eighths inch iron rod with plastic cap stamped "RPLS 4838" set for the beginning of
a curve to the right, whose long chord bears South 13 degrees 38 minutes 52 seconds East, a distance of 365.61 feet;
THENCE Southerly, continue crossing said Anna Crossing Phase VII tract and with said curve to the right having a radius of 840.00 feet, through a central
angle of 25 degrees 08 minutes 21 seconds, for an arc distance of 368.56 feet to a five -eighths inch iron rod with plastic cap stamped "RPLS 4838" set for
corner;
THENCE South 01 degree 04 minutes 42 seconds East, continue crossing said Anna Crossing Phase VII tract, a distance of 123.03 feet to a five -eighths inch
iron rod with plastic cap stamped "RPLS 4838" set for corner;
THENCE North 88 degrees 53 minutes 27 seconds East, continue crossing said Anna Crossing Phase VII tract, passing at a distance of 89.42 feet, the East line
of said Anna Crossing Phase VII tract, same being the West line of that certain tract of land described in a deed to Anna Town Center No. 7 / LNRD, LLC
(hereinafter referred to as Anna Town Center No. 7 tract), as recorded in Instrument Number 20150730000952720, O.P.R.C.C.T. and continue with said course
and crossing said Anna Town Center No. 7 tract for a total distance of 120.00 feet to a five -eighths inch iron rod with plastic cap stamped "RPLS 4838" set for
corner;
THENCE South 01 degree 04 minutes 42 seconds East, continue crossing said Anna Town Center No. 7 tract, passing at a distance of 39.77 feet, the South line
of said Anna Town Center No. 7 tract, same being the North line of said Anna Town Center No.5 / HSLT tract and continue with said course and crossing said
Anna Town Center No.5 / HSLT tract, passing at a distance of 39.02 feet, the Northeast corner of said Tract 4 and continue with said course and the common
line between said Tract 4 and the remainder of said Anna Town Center No.5 / HSLT tract for a total distance of 549.72 feet to a five -eighths inch iron rod with
plastic cap stamped "RPLS 4838" set for the beginning of a curve to the left, whose long chord bears South 02 degrees 20 minutes 19 seconds West, a distance
of 111.12 feet;
THENCE Southerly, continue crossing said Anna Town Center No. 5/HSLT tract and with said curve to the right having a radius of 1500.00 feet, through a
central angle of 4 degrees 14 minutes 44 second, for an arc distance of 111.15 feet to a five -eighths inch iron rod with plastic cap stamped "RPLS 4838" set for
corner in the North line of that certain tract of land described as Tract 3 in a Special Warranty Deed to ATC Hayslett Lot Venture, Ltd. (hereinafter referred to as
Tract 3), as recorded in Instrument Number 20150129000101830, O.P.R.C.C.T.;
THENCE North 81 degrees 08 minutes 20 seconds West, continue crossing said Anna Town Center No. 5/HSLT tract and with the North line of said Tract 3,
passing at a distance of 53.03 feet the West line of said Anna Town Center No. 5 HSLT tract same being the East line of the aforesaid Anna Town Center No.
P 9 / � 9
3 / WARN tract and continue with said course and crossing said Anna Town Center No. 3 / WARN tract and continue with the North line of said Tract 3 for a
total distance of 60.18 feet to a five -eighths inch iron rod with plastic cap stamped "RPLS 4838" set for the beginning of a nont-angent curve to the right,
whose long chord bears South 10 degrees 41 minutes 36 seconds West, a distance of 321.30 feet;
THENCE Southerly, continue crossing said Anna Town Center No. 3 / WARN tract and with the West line of said Tract 3 and with said nont-angent curve to the
right having a radius of 1440.00 feet, through a central angle of 12 degrees 48 minutes 39 seconds, for an arc distance of 321.97 feet to a five -eighths inch iron
rod with plastic cap stamped "RPLS 4838" set for the Southwest corner of said Tract 3, same being the South line of said Anna Town Center No. 3 / WARN
tract, same being the Northwest corner of that certain tract of land described as Anna Crossing, Phase 3A, an addition to the City of Anna, Collin County, Texas,
according to the plat recorded in Instrument Number 20160128010000280, P.R.C.C.T., same also being the North line of that certain tract of land described in a
Warranty Deed to Anna Town Center 4/SHRP, Ltd. (hereinafter referred to as Anna Town Center 4/SHRP tract), as recorded in Volume 5631, Page 2600,
O.P.R.C.C.T.;
r_q'" BAN N I S T R
1 E N G I N E E R I N G
240 North Mitchell Road I Mansfield, TX 76063 817.842.2094 1 817.842.2095 fax
TBPLS REGISTRATION NO. 10193823 PROJECT NO.: 090- 16-07
THENCE Northerly, departing the North line of said Anna Town Center 4/SHRP tract and crossing said Anna Town Center No. 3 / WARN tract and with said
non -tangent curve to the left having a radius of 1380.00 feet, through a central angle of 17 degrees 32 minutes 33 seconds, for an arc distance of 422.52 feet to a
five -eighths inch iron rod with plastic cap stamped "RPLS 4838" set for corner;
THENCE North 01 degree 04 minutes 42 seconds West, continue crossing said Anna Town Center No. 3 / WARN tract, a distance of 469.66 feet to a five -eighths inch
iron rod with plastic cap stamped "RPLS 4838" set for corner;
THENCE South 88 degrees 53 minutes 27 seconds West, continue crossing said Anna Town Center No. 3 / WARN tract, a distance of 536.04 feet to a five -eighths inch
iron rod with plastic cap stamped "RPLS 4838" set for the beginning of a curve to the left, whose long chord bears South 63 degrees 30 minutes 11 seconds West, a
distance of 839.30 feet;
THENCE Westerly, continue crossing said Anna Town Center No. 3 / WARN tract and with said curve to the left having a radius of 960.00 feet, through a central angle
of 51 degrees 50 minutes 32 seconds, passing at an arc distance of 563.26 feet, the West line of said Anna Town Center No. 3 / WARN tract, same being the East line
of the aforesaid Anna Town Center No. 2 / BRTO tract and continue with said course and crossing said Anna Town Center No. 2 / BRTO tract for a total arc distance of
868.62 feet to a five -eighths inch iron rod with plastic cap stamped "RPLS 4838" set for corner;
THENCE South 37 degrees 40 minutes 22 seconds West, continue crossing said Anna Town Center No. 2 / BRTO tract, a distance of 28.35 feet to a five -eighths inch
iron rod with plastic cap stamped "RPLS 4838" set for corner;
THENCE South 37 degrees 33 minutes 48 seconds West, continue crossing said Anna Town Center No. 2 / BRTO tract, passing at a distance of 0.32 feet, the North
line of the aforesaid Anna Town Center Mixed Use tract and continue with said course and crossing said Anna Town Center Mixed Use tract, for a total distance of
826.26 feet to a five -eighths inch iron rod with plastic cap stamped "RPLS 4838" set for the beginning of a curve to the right, whose long chord bears South 43
degrees 32 minutes 19 seconds West, a distance of 215.93 feet;
THENCE crossing said Anna Town Center Mixed Use tract for the following 5 courses:
1. Southwesterly with curve to the right having a radius of 1040.00 feet, through a central angle of 11 degrees 55 minutes 04 seconds, for an arc
distance of 216.32 feet to a five -eighths inch iron rod with plastic cap stamped "RPLS 4838" set for corner;
2. South 49 degrees 29 minutes 51 seconds West, a distance of 235.92 feet to a five -eighths inch iron rod with plastic cap stamped "RPLS 4838" set for
the beginning of a curve to the left, whose long chord bears South 40 degrees 22 minutes 02 seconds West, a distance of 304.67 feet;
3. Southwesterly with said curve to the left having a radius of 960.00 feet, through a central angle of 18 degrees 15 minutes 38 seconds, for an arc
istance of 305.96 feet to a five -eighths inch iron rod with plastic cap stamped "RPLS 4838" set for corner;
4. South 31 degrees 18 minutes 05 seconds West, a distance of 464.07 feet to a five -eighths inch iron rod with plastic cap stamped "RPLS 4838" set for
the beginning of a curve to the right, whose long chord bears South 50 degrees 08 minutes 02 seconds West, a distance of 582.70 feet;
S. Southwesterly with said curve to the right having a radius of 900.00 feet, through a central angle of 14 degrees 30 minutes 01 seconds, for an arc
distance of 227.77 feet to a five -eighths inch iron rod with plastic cap stamped "RPLS 4838" set for the existing Northeasterly right-of-way line of
the terminus of Finley Boulevard (80' right-of-way), as recorded in Instrument Number 20161110010004610, O.P.R.C.C.T.;
THENCE North 44 degrees 15 minutes 13 seconds West with the common line between the existing terminus of said Finley Boulevard and the remainder of said Anna
Town Center Mixed Use tract, a distance of 80.00 feet to a five -eighths inch iron rod with plastic cap stamped "RPLS 4838" set for the beginning of a non -tangent
curve to the left, whose long chord bears North 38 degrees 29 minutes 46 seconds East, a distance of 206.97 feet;
THENCE continue crossing said Anna Town Center Mixed Use tract for the following 7 courses:
1. Northeasterly with said non -tangent curve to the left having a radius of 820.00 feet, through a central angle of 14 degrees 30 minutes 01 seconds, for an arc
distance of 207.52 feet to a five -eighths inch iron rod with plastic cap stamped "RPLS 4838" set for corner;
2. North 31 degrees 18 minutes 05 seconds East, a distance of 464.06 feet to a five -eighths inch iron rod with plastic cap stamped "RPLS 4838" set for
the beginning of a curve to the right, whose long chord bears North 40 degrees 22 minutes 02 seconds East, a distance of 330.06 feet;
3. Northeasterly with said curve to the right having a radius of 1040.00 feet, through a central angle of 18 degrees 15 minutes 38 seconds, for an arc
distance of 331.46 feet to a five -eighths inch iron rod with plastic cap stamped "RPLS 4838" set for corner;
4. North 49 degrees 29 minutes 51 seconds East, a distance of 97.96 feet to a five -eighths inch iron rod with plastic cap stamped "RPLS 4838" set for
corner;
S. North 04 degrees 29 minutes 51 seconds East, a distance of 14.14 feet to a five -eighths inch iron rod with plastic cap stamped "RPLS 4838" set for
corner;
6. North 40 degrees 30 minutes 09 seconds West, a distance of 96.13 feet to a five -eighths inch iron rod with plastic cap stamped "RPLS 4838" set for
the beginning of a curve to the right, whose long chord bears North 24 degrees 51 minutes 24 seconds West, a distance of 291.26 feet;
7. Northwesterly with said curve to the right having a radius of 540.00 feet, through a central angle of 31 degrees 17 minutes 29 seconds, for an arc
distance of 294.92 feet to a five -eighths inch iron rod with plastic cap stamped "RPLS 4838" set for the North line of said Anna Town Center Mixed Use tract,
same being the South line of said Anna Town Center No. 2 / BRTO tract;
THENCE North 89 degrees 42 minutes 47 seconds East with the common line between said Anna Town Center Mixed Use tract and said Anna Town Center No. 2 /
BRTO tract, a distance of 81.15 feet to a five -eighths inch iron rod with plastic cap stamped "RPLS 4838" set for the beginning of a non -tangent curve to the left,
whose long chord bears South 25 degrees 38 minutes 27 seconds East, a distance of 235.97 feet;
THENCE crossing said Anna Town Center Mixed Use tract for the following 8 courses:
1. Southeasterly with said non -tangent curve to the left having a radius 460.00 feet, through a central angle of 29 degrees 43 minutes 24 seconds, for an
arc distance of 238.63 feet to a five -eighths inch iron rod with plastic cap stamped "RPLS 4838" set for corner;
2. South 40 degrees 30 minutes 09 seconds East, a distance of 79.16 feet to a five -eighths inch iron rod with plastic cap stamped "RPLS 4838" set for
corner;
3. South 85 degrees 30 minutes 09 seconds East, a distance of 21.17 feet to a five -eighths inch iron rod with plastic cap stamped "RPLS 4838" set for
corner;
4. North 49 degrees 29 minutes 51 seconds East, a distance of 32.99 feet to a five -eighths inch iron rod with plastic cap stamped "RPLS 4838" set for
the beginning of a curve to the left, whose long chord bears North 46 degrees 15 minutes 38 seconds East, a distance of 107.06 feet;
S. Northeasterly with said curve to the left having a radius of 948.00 feet, through a central angle of 06 degrees 28 minutes 27 seconds, for an arc
distance of 107.12 feet to a five -eighths inch iron rod with plastic cap stamped "RPLS 4838" set for corner;
6. North 50 degrees 09 minutes 15 seconds East, a distance of 74.01 feet to a five -eighths inch iron rod with plastic cap stamped "RPLS 4838" set for
corner, same being the beginning of a curve to the left, whose long chord bears North 38 degrees 06 minutes 29 seconds East, a distance of 17.70 feet;
7. Northeasterly with said curve to the left having a radius of 960.00 feet, through a central angle of 1 degree 03 minutes 23 seconds, for an arc
distance of 17.70 feet to a five -eighths inch iron rod with plastic cap stamped "RPLS 4838" set for corner;
8. North 37 degrees 33 minutes 48 seconds East, a distance of 796.51 feet to a five -eighths inch iron rod with plastic cap stamped "RPLS 4838" set for
the North line of said Anna Town Center Mixed Use tract, same being the South line of the remainder of said Anna Town Center No. 2 / BRTO tract;
THENCE North 72 degrees 37 minutes 22 seconds West with the common line between said Anna Town Center Mixed Use tract and the remainder of said Anna Town
Center No. 2 / BRTO tract, passing at a distance of 42.59 feet, the West line of said Anna Town Center No. 2 / BRTO tract, same being the East line of said Anna Town
Center No. 7 / LNRD tract and continue with said course and the common line between said Anna Town Center Mixed Use tract and said Anna Town Center No. 7 /
LNRD tract for a total distance of 83.18 feet to a five -eighths inch iron rod with plastic cap stamped "RPLS 4838" set for corner;
THENCE South 88 degrees 55 minutes 50 seconds West, continue with the common line between said Anna Town Center No. 7 / LNRD tract and said Anna Town
Center Mixed Use tract, a distance of 841.95 feet to a five -eighths inch iron rod with plastic cap stamped "RPLS 4838" set for corner, same being the Northerly
Northwest corner of said Anna Town Center Mixed Use tract, same being an East line of the remainder of said Anna Town Center No. 2 / BRTO tract,;
THENCE North 10 degrees 25 minutes 10 seconds West with the common line between said Anna Town Center No. 7 / LNRD tract and said Anna Town Center No. 2 /
BRTO tract, a distance of 53.08 feet to a five -eighths inch iron rod with plastic cap stamped "RPLS 4838" set for corner;
THENCE South 88 degrees 51 minutes 48 second West, continue with the common line between said Anna Town Center No. 7 / LNRD tract and said Anna Town
Center No. 2 / BRTO tract, a distance of 595.82 feet to a five -eighths inch iron rod with plastic cap stamped "RPLS 4838" set for corner, same being the existing
Easterly right-of-way line of said DART;
THENCE North 18 degrees 43 minutes 44 seconds East with the existing Easterly right-of-way line of said DART, a distance of 334.83 feet to a five -eighths inch iron
rod with plastic cap stamped "RPLS 4838" set for corner;
THENCE North 18 degrees 45 minutes 20 seconds East, continue with the existing Easterly right-of-way line of said DART, a distance of 695.32 feet to the PLACE OF
BEGINNING, and containing a calculated area of 61.089 acres (2,661,019 square feet) of land.
THAT, ANNA CROSSING PHASE VII LNRD, LTD., ANNA TOWN CENTER NO. 7 / LNRD, LLC., ATC HAYSLETT LOT VENTURE, LTD., ANNA TOWN CENTER NO.3/WARN,
LTD., ANNA TOWN CENTER NO.2/BRTO, LTD., ANNA TOWN CENTER NO.4/SHRP, LTD., ANNA TOWN CENTER NO.5 / HSLT, LTD., ANNA TOWN CENTER MIXED USE
LLC, acting herein by and through it's duly authorized officers, does hereby adopt this plat designating the hereinabove described property as ANNA CROSSING
PHASE 4, an addition to the City of Anna, Texas, and does hereby dedicate, in fee simple, to the public use forever, the streets and alleys shown thereon. The
streets and alleys are dedicated for street purposes. The easements and public use areas, as shown, are dedicated for the public use forever, for the purposes
indicated on this plat. In addition, utility easements may also be used for the mutual use and accommodation of all public utilities desiring to use or using the same
unless the easement limits the use to particular utilities, said use by public utilities being subordinate to the public's and City of Anna's use thereof. The City of Anna
and public utility entities shall have the right to remove and keep removed all or parts of any buildings, fences, trees, shrubs, or other improvements or growths
which may in any way endanger or interfere with the construction, maintenance, or efficiency of their respective systems in said easements. The City of Anna and
public utility entities shall at all times have the full right of ingress and egress to or from their respective easements for the purpose of constructing, reconstructing,
inspecting, patrolling, maintaining, reading meters, and adding to or removing all or parts of their respective systems without the necessity at anytime of procuring
permission from anyone.
This approved subject to all platting ordinances, rules, and regulations of the City of Anna, Texas.
WITNESS my hand this the day of
2017.
ANNA CROSSING PHASE VII LNRD, LTD., ANNA TOWN CENTER NO. 7 / LNRD, LLC., ATC HAYSLETT LOT VENTURE, LTD., ANNA TOWN CENTER NO.3/WARN, LTD.,
ANNA TOWN CENTER NO.2/BRTO, LTD., ANNA TOWN CENTER N0.4/SHRP, LTD., ANNA TOWN CENTER NO.5 / HSLT, LTD., ANNA TOWN CENTER MIXED USE LLC:
STATE OF TEXAS:
COUNTY OF COLLIN:
BEFORE me, the undersigned authority, a Notary Public in and for said County and State, on this day personally appeared , known to me
to be the person or persons whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the same in the capacity herein
stated and the act and deed of said company.
GIVEN UNDER MY HAND AND SEAL OF OFFICE, this day of 12017.
Notary Public in and for
My Commission Expires:
County
SURVEYOR'S CERTIFICATION
STATE OF TEXAS §
COUNTY OF TARRANT §
THIS is to certify that I, Michael Dan Davis, Registered Professional Land Surveyor Number 4838 for the State of Texas, have performed, for this plat,
an actual survey on the ground, and that this plat correctly represents that survey made by me or under my direction or supervision.
PRELIMINARY
THIS DOCUMENT SHALL NOT BE RECORDED FOR
ANY PURPOSE AND SHALL NOT BE USED OR
VIEWED AS A FINAL SURVEY DOCUMENT
Michael Dan Davis DATE:
Registered Professional Land Surveyor No. 4838
BANNISTER ENGINEERING, LLC
T.B.P.L.S. REGISTRATION NO. 10193823
240 N. MITCHELL ROAD
MANSFIELD, TEXAS 76063
Office (817) 842-2094
STATE OF TEXAS §
COUNTY OF TARRANT §
BEFORE ME, the undersigned authority, a notary public in and for said County and State, on this day appeared personally Michael Dan Davis, known to
me to be the person whose name is subscribed to the foregoing instrument and acknowledge to me that he has executed the same for the purpose and
consideration therein expressed.
Given under my hand and seal of office this day of , 2017.
Notary Public in and for the State of Texas
My Commission Expires:
STATE OF TEXAS §
COUNTY OF COLLIN §
I, , Mayor, City of Anna, Collin County, Texas, do
hereby certify that the above plat and dedication was approved by the
City of Anna, Texas, for filing in the map or deed records of Collin County,
Texas, on the day of , 2017.
Mayor
City of Anna, Texas
ATTEST:
City Secretary
City of Anna, Texas
FINAL PLAT
OF
ANNA CROSSING
PHASE 7
61.089 acres out of the
Granderson Stark Survey, Abstract Number 798
Cityof Anna Collin County,Texas
229 Lots & 17 Tracts
Revision Date: March 2017
SHEET 3 OF 4
ENGINEER / SURVEYOR:
BANNISTER ENGINEERING, LLC
240 NORTH MITCHELL ROAD
MANSFIELD, TEXAS 76063
CONTACT: MICHAEL DAVIS, RPLS
PHONE: 817-842-2094
Mike@bannistereng.com
DEVELOPER:
SKORBURG COMPANY
8214 WESTCHESTER DRIVE, SUITE 710
DALLAS, TEXAS 75225
PHONE: 214-522-4945
CONTACT: JOHN ARNOLD
OWNER:
ANNA CROSSING PHASE VII LNRD, LTD.
ANNA TOWN CENTER NO. 7 / LNRD, LLC.
ATC HAYSLETT LOT VENTURE, LTD.
ANNA TOWN CENTER NO.3/WARN, LTD.
ANNA TOWN CENTER NO.2/BRTO, LTD.
ANNA TOWN CENTER N0.4/SHRP, LTD.
ANNA TOWN CENTER NO.5 / HSLT, LTD.
ANNA TOWN CENTER MIXED USE LLC
8214 WESTCHESTER DRIVE, SUITE 710
DALLAS, TEXAS 75225
PHONE: 214-522-4945
BLOCK 1
BLOCK
2
BLOCK
3
BLOCK 4
BLOCK
5
BLOCK 10
BLOCK 11
BLOCK 12
TRACTS
Lot Area
Table
Lot Area Table
Lot Area Table
Lot Area
Table
Lot Area Table
Lot Area Table
Lot Area Table
Lot Area
Table
Tract Area Table
Lot No.
Area
Lot No.
Area
Lot No.
Area
Lot No.
Area
Lot No.
Area
Lot No.
Area
Lot No.
Area
Lot No.
Area
Tract No.
Area
1
6478
SF
1
7429
SF
1
8377
SF
1
7201
SF
1
10029
SF
9
7202 SF
1
8670
SF
1
7202
SF
1
65180
SF
2
8103
SF
2
6412
SF
2
8061
SF
2
6238
SF
2
8195
SF
10
195919 SF
2
6000
SF
2
6002
SF
2
7783
SF
3
8190
SF
3
6610
SF
3
6002
SF
3
7522
SF
3
6289
SF
11
195919 SF
3
6000
SF
3
6002
SF
3
3113
SF
4
7803
SF
4
6766
SF
4
5997
SF
4
6991
SF
4
6289
SF
12
195919 SF
4
6000
SF
4
6002
SF
4
12892
SF
5
6725
SF
5
6858
SF
5
5835
SF
5
6013
SF
5
6289
SF
13
195919 SF
5
6000
SF
5
6002
SF
5
12892
SF
6
6521
SF
6
6888
SF
6
6187
SF
6
6037
SF
6
6261
SF
14
196010 SF
6
6031
SF
6
6028
SF
6
6446
SF
7
6318
SF
7
6887
SF
7
6696
SF
7
6037
SF
7
6266
SF
15
196974 SF
7
6169
SF
7
6160
SF
12
20943
SF
8
6152
SF
8
6868
SF
8
6708
SF
8
6037
SF
8
6265
SF
16
200264 SF
8
6201
SF
8
7063
SF
13
41618
SF
9
6047
SF
9
7467
SF
9
6571
SF
9
6037
SF
9
6265
SF
17
218372 SF
9
6353
SF
9
6692
SF
14
1686
SF
10
6004
SF
10
7295
SF
10
7998
SF
10
6019
SF
10
6266
SF
18
195930 SF
10
7730
SF
10
8967
SF
15
56566
SF
11
6000
SF
11
7086
SF
11
7260
SF
11
6002
SF
11
12
13
14
15
16
17
18
19
20
6286
6289
6289
6286
6262
6251
9072
8679
6014
9125
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
195976 SF
6026 SF
6015 SF
6014 SF
8941 SF
12724 SF
6327 SF
6120 SF
6120 SF
6120 SF
6120 SF
6120 SF
6120 SF
6026 SF
6617 SF
6830 SF
6848 SF
8011 SF
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
8344
11949
8412
6243
6000
6000
6000
6000
6000
6000
6000
6000
6000
6000
9050
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
32
33
2966
1749
SF
SF
12
6008 SF
12
6877 SF
12
11345 SF
12
6008 SF
13
6066 SF
13
6708 SF
13
8934 SF
13
6033 SF
14
6186 SF
14
6618 SF
14
8896 SF
14
6037 SF
15
6350 SF
15
8325 SF
15
7993 SF
15
6037 SF
16
6521 SF
16
7786 SF
16
6973 SF
16
6036 SF
17
6664 SF
17
6000 SF
17
7280 SF
17
6018 SF
18
6482 SF
18
8518 SF
18
7250 SF
18
6004 SF
19
6011 SF
19
12355 SF
19
7418 SF
19
6000 SF
20
6014 SF
20
12010 SF
20
7406 SF
20
6000 SF
21
6084 SF
21
9871 SF
21
6977 SF
21
6000 SF
22
9810 SF
22
6600 SF
22
6618 SF
22
8827 SF
23
8509 SF
23
6600 SF
23
6525 SF
23
7737 SF
24
12193 SF 24 6600 SF
19998 SF 25 6603 SF
8599 SF 26 6059 SF
6229 SF 27 6208 SF
6006 SF 28 6449 SF
6006 SF 29 6727 SF
6005 SF 30 7005 SF
6004 SF 31 7280 SF
6004 SF 32 7466 SF
6243 SF 33 7473 SF
6002 SF 34 8727 SF
6002 SF
6001 SF
6000 SF
6000 SF
5999 SF
5998 SF
5999 SF
24
8599 SF
25
25
8300 SF
26
26
7201 SF
27
27
6963 SF
28
28
8805 SF
29
29
8827 SF
30
30
6000 SF
31
31
6000 SF
32
32
6004 SF
33
33
6021 SF
34
34
6037 SF
35
35
6037 SF
36
36
6037 SF
37
37
6029 SF
38
38
6007 SF
39
39
6001 SF
40
40
6013 SF
41
41
6035 SF
42
6037 SF
43
6037 SF
44
6037 SF
45
7274 SF
46
6857 SF
47
6965 SF
48
7099 SF
ffk-q'"BANN1ST R
1 E N G I N E E R I N G
240 North Mitchell Road I Mansfield, TX 76063 1 817.842.2094 1 817.842.2095 fax
TBPLS REGISTRATION NO. 10193823 PROJECT NO.: 000— 16-07
FINAL PLAT
OF
ANNA CROSSING
PHASE 7
61.089 acres out of the
Granderson Stark Survey, Abstract Number 798
City of Anna, Collin County, Texas
229 Lots & 17 Tracts
Revision Date: April 2017
SHEET 4 OF 4
ENGINEER / SURVEYOR:
BANNISTER ENGINEERING, LLC
240 NORTH MITCHELL ROAD
MANSFIELD, TEXAS 76063
CONTACT: MICHAEL DAVIS, RPLS
PHONE: 817-842-2094
Mike@bannistereng.com
DEVELOPER:
SKORBURG COMPANY
8214 WESTCHESTER DRIVE, SUITE 710
DALLAS1 TEXAS 75225
PHONE: 214-522-4945
CONTACT:JOHN ARNOLD
n1nrniGo-
ANNA CROSSING PHASE VII LNRD, LTD.
ANNA TOWN CENTER NO. 7 / LNRD, LLC.
ATC HAYSLETT LOT VENTURE, LTD.
ANNA TOWN CENTER NO.3/WARN, LTD.
ANNA TOWN CENTER NO.2/BRTO, LTD.
ANNA TOWN CENTER N0.4/SHRP, LTD.
ANNA TOWN CENTER NO.5 / HSLT, LTD.
ANNA TOWN CENTER MIXED USE LLC
8214 WESTCHESTER DRIVE, SUITE 710
DALLAS, TEXAS 75225
PHONE: 214-522-4945
r 'IV
"44
L�I:q
BANNI
STER
ENGINEERING
Civil Engineering • Structural Engineering • Land Surveying • Hydrology
Landscape Architecture • Land Planning • MEP Design
April 25, 2017
Joseph Johnson
City of Anna
3223 North Powell Parkway
Anna, Texas 75409
Re: Anna Crossing Phase 7 Drainage
Dear Mr. Johnson:
The drainage design of Anna Crossing, Phase 7 has been completed in a manner compliant with the current
City of Anna regulations and criteria. As designed the post development storm water runoff rate shall be less
than or equal to the predevelopment rate for all storm events required by the City's criteria. As such no
damage to downstream property from an increase in the storm water discharge rate is anticipated.
Respectfully,
Bannister Engineering, LLC
Cody R. Brooks, P.E.
Project Manager
OF
1
.. 4........ ...... ........:...
CODY R. BROOKS•
........ 0................. :..�
120167 ;&
y_zs zoi?
Bannister Engineering, LLC • 240 N. Mitchell Road • Mansfield, Texas 76063 s 817-842-2094 • 817-842-2095 fax 9 TBPE 10599 9 TBPLS 10193823
Item No. 5.
3
Planning Commission
Agenda
Staff Report
Meeting Date: 5/1 /2017
Staff Contact: Maurice
Schwanke
YtOURI HOMETOWN
AGENDA ITEM:
Consider/Discuss/Act on recommendation regarding "West Crossing Ph. 7" final plat.
SUMMARY:
The West Crossing Ph.7 final plat contains 15.9 acres located in the Henry Brantley Survey,
Abstract No. 71. Within this project 85 residential lots are proposed. The plat layout is in
conformance with the existing zoning. The City has received a sealed letter from the project
engineer concerning downstream drainage impacts.
STAFF RECOMMENDATION:
The staff is recommending approval of the final plat.
ATTACHMENTS:
Description
Location Map
Final Plat
Drainage Letter- No adverse Impact
Upload Date Type
4/27/2017 Exhibit
4/28/2017 Exhibit
4/28/2017 Backup Material
S�TEWN**,,
GRAPHIC SCALE 1 ••
•• 0 •• 120
- - - - - - - - - - - _
----------- /
/� BLOOMFIELD HOMES L.P.--
FUTURE WEST CROSSING PHASES
65' DRAINAGE EASEMENT �1 TRACT A
SEPARATE INSTRUMENT I i P.D. ZONING
25 x50' STREET DRAINAGE, I NSTR.#20131227001685590
& UTILITY EASEMENT J I O.P.R.C.C.T. S82000'56"E 50.79'
SEPARATE INSTRUMENT
LINE TABLE
LINE TABLE
CURVE TABLE
LINE #
LENGTH
BEARING
LINE #
LENGTH
BEARING
CURVE #
DELTA
RADIUS
CHORD BEARING
CHORD LENGTH
ARC LENGTH
L1
17.27
N48017'38"W
L8
50.97
S62018'04"E
C1
34057'44"
845.00'
N72002'03"W
507.66'
515.63'
L2
15.93
N89007'39"W
L9
50.97
S58003'55"E
C2
34057'44"
820.00'
N72002'03"W
492.64'
500.37'
L3
49.51
S81 °45'42"E
L10
60.12
S53029'27"E
C3
4015'53"
795.00'
N70050'41 "W
59.16'
59.17'
L4
50.97
S79022'26"E
L11
65.08
S57014'39"E
C4
34034'28"
225.00'
S71050'25"E
133.72'
135.77'
L5
50.97
S75006'33"E
L12
80.26
S57014'39"E
C5
34034'28"
250.00'
S71050'25"E
148.58'
150.86'
L6
50.97
S70050'41"E
L13
53.23
S71028'28"E
C6
34034'28"
275.00'
S71050'25"E
163.44'
165.95'
L7
50.97
S66034'48"E
C7
2014'59"
7030.50'
N88023'26"W
276.05'
276.06'
C8
2014'59"
7005.50'
N88023'26"W
275.06'
275.08'
C9
2002'41"
6980.50'
N88017'16"W
249.09'
249.10'
C10
53029'43"
480.00'
N60031'04"W
432.06'
448.16'
C11
53029'43"
505.00'
N60031'04"W
454.56'
471.50'
C12
53029'43"
530.00'
N60031'04"W
477.07'
494.84'
C13
14031'25"
275.00'
S41 001'55"E
69.52'
69.71'
C14
14031'25"
300.00'
S41001'55"E
75.84'
76.05'
C15
14031'25"
325.00'
S41001'55"E
82.16'
82.38'
/ S85001'59"E 50.79' S78057'52"E 50.79'
S87043'44"E 53.10' S75054'48"E 50.79'
S89030'55"E 270.13' S72058130"E 50.79'
50x50' STREET DRAINAGE, o / / / 50ROw 60.02' 54.05' 54.06' 52.00' 53.10' 44.25' o >
& UTILITY EASEMENT / / 25' 25' 6.54' 37.33 S69 43 36 E 50.79
SEPARA TE INSTRUMENT / / / / O I m w � 13.46 20.38' 30. 41,
------------ / o -' LO - - Ln - o _ " 3 Block 27.31' S66°43'49"E
---------- / 0 0 0 0 0 0 0 ao N " 3 34 ,
10 16 0 15 0 14 0 13 0 12 00 0 11 ,�� 10 0 (° 3 23.48'3 41 .
N00 29'49"E 2.00'_ - - - - - - - - - A i 25'x25 O 0 o - .- n �w o o N 9 ,2
„1 ° Visibility O O 0 0 O p N= d d " 16.56
S89°30 11 E 115.50 I N00 29 49 E 111.00 00 Easement Cn � U) � o p 0 N i� 4g
20'B.L. 0 0 0 p $ cry I I S
S89°30'55"E 285.50' � °' 9.673'
60.04'...49.11 0'- - 0 7
)
>>
S2.
BLOOMFIELD HOMES L.P.
TRACT B
PROPOSED WEST CROSSING PHASE 6
P.D. ZONING
(NSTR.#20131227001685590 -
O.P.R.C.C.T.
GLENDALE DRIVE
---- ----
S59°14'56"E 55.41' I
115.50' 0 0 51.
N cn CHi�'i'S�1%�RZ'H DRIVE 04' S^ o O 6 4.42'Ln S I I 40
o 0o N 285.50' - - - 249.27' - 104" ;� 0 I 39 38
5 N �, S89°30'55"E 499.21' ° - S1 03'� \e.� �� Oh�O 9g' S57021'44"E 103.96'
S89°30'11 "E I 35.56' - S1 0 Nh 5 ^ 6.15' S
TWO-J PARTNERS LLLP Cl �' °'� ,� P6 , S89004'08"E 53.67'
60.50'_-55.00' 55.00'_ _55.00'_ _55.00' 55.00'- _55.00' - - _55.00' - - 55.00'_ - 46.40'_-64.73' \ 2 w 4 io
INSTR.#20080509000562490i 0 115.50 � to } _ -- fig. 7' ry 40' ' 40' I
0.P.R.C.C.T. 4 0 o I `25'x25' w w 2VB.L. w w w w w w 2O'B.L. 9.28 _ 1--59.17' - \ 0 0o R� I R
N Ln N A o 1 Visibility irk o in in in 2 w �`' ,59 1,, C3 \ Sj S °"� O'
�_ in_ dn_ 0_ " I
53.67
S89°30'11 "E I Z o o Easement m C � M o o CD o o o CD 00 0 oo � 00 LO M ,o \ \Sg ,,' g' s7 \�"�� J� 3 ��` 12'U.L.S W.E. 1
0 22 No 23 No 24 No 25 No 26 No 27 No 28 Np 29 No 30 No 31 Noo 32 rno o" i \ >,� ° J
0 00
115.50' ^O 0 N I J o o o o o o 0 0 0 0 0 C 3 3 in o %� J�v Sg S /�\ ^ 2 m
14- oBlock o ppE"� C C CD Block ° o N o
N 'JJ' N W m 0 0 0 0 0 0 0 0 0 O 0^ d ,N o >>' S �`�' ^� I 3 z z z z z z z z z �EE� z o- o 34 0, 8�
0 2 <. 1 co
z N o co 6. 8 o w'
S89030'11 "E I 35 ^ p `s9 ?p• O 25'x25' 1
N 60.52' 55.00' 55.00' 55.00' 55.00' 55.00' 55.00' 55.00' 55.00' 55.66' I -5'UE �' e� ^ Visibility
0 115.50'1 O'UE o a o o L3 , L4 Z o o' 36 �� \ \ \ 0� h 67 \ Easement I I
W O cn O 1�1 O' U E 49. 51 N ^� O S9 �� ti g'
15.9 3
rn Ci 2 I w w w w 5'UE 44.8;7 L5 0� oo' 7), h I
--. N
1 u' N _ w w w I 35•g Lg cV`� 37 0 , \ tih C4 73.99'- I N
S89°30'11 "E o 0 0 0 0 0 0 0 0 0 is in " 6 _ �Q' o^ LO I
o,_ ice_ 6.10 � 15.11
N , 21 �� 20 00 19 �� 18 00 17 �� 16 -0 15 00 14 ° o� �� N" 24.06 �� � o ,�" 289 \ o
10 115.50 o N o N o N o N o r� o 0 0 13 0 12 in oo c0 , 3 ,� a 8'
O O o N_ U5ai Nei 11 0 0 3 38 h - L2 0
N 1 25'x25' 0 25'x25' O o O �w °0 °0 = ° o ° 0 O - 10 O co ^� O6' � �` O 18.95' T `�� V)
0 0_ 0 i o O 0 o O o N LO o N^ 26.91 O o 0 C
I Zoo Visibility O 50ROw Visibility Z Z Z 0 Z Z 0 CO z� O O 0Co � r7 N 9 � �� 8 0 6
co 15'B.L. Easement 0 25' 25' Easement- 20 B L. -� 10.48 _� 20'B.L.z ^eD "� g`S' �� `� 39 ^�aD ,/ ?�6 45'56'
I O o $ i,� ^ 17.98' <g 44.32'
1 115.50' 60.55' 55.00' 55.00' 55.00' 44.36' 54.15' 54.14' 54.13' 54.11 4 ^ o� 1� J 15.93' 1
9.06' 50.43' 9 co 0^ 7 , s�9�, ^ 40 ,� 0 0.12'
1 - 140.50' - - - 294,91' - - SHELDON DRIVE C C8 46„ 49 `�' 9.02' ��
- '� �' � / � ^ 25'x25' I 1
S89°30'55"E 435.41' - - 46, \ 0� '� ,� 60 0 /� 0) N 41 Visibility
I N - 19• ��' 6 72, / 5� N Easement II^ I
I 0
c9 �6 \ `'� F = n O 42 I 0
50.00'_ _50.00'- - 50.00'_ _50.00'--50.05'_ _50.14'-50.23'_ _60.00' 4I 60.00'_-50.01'_ 50.01'_ _50.02'LLJ_ 39.06'_ S
4g � ,5 / C, (o d I co
20'B.L. 25'x25' �?2525' w . / 20' DRAINAGE EASEMENT �{ w w w w w 8w� 2O'B.L. -60 A
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44 32'
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51.g���$ 3g' c.I.R.F. N89°44'35"W 327.30' c.I.R.F. N88°02'23"W 257.35' C.I.R.F. 45 72' 4S 'DD' _� �� ��, �< \ s�o 2 / �O / 21
00
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5^, .9 V�I 6 O S M/ v /
4° 40 4S 3 1 "� �`ti 21 ^� o (o /
WEST CROSSING PHASE 3
S, cc o N78°50'23"W 45.72' g _ 0h2� 6• ti5 ��\ _�' /� / P.D. ZONING
C.I.R.F. 17 W Block A 26.22 /
18 19 \ w / Volume 2013, Page 312
16 20 21 O �_ 11 10 9 8 D0 C.I.R.F. �j1 �O O' � 5 � gyp,
� � 7 1� 22 ,•F. so 50�� / P.R.C.C.T.
z ? N \ O ° " 6 �S�A' co��O' s� 43.49' 20
Ex.10'U.E z I--Ex.l O,U.E. N69 38 11 W 90.55 / 5 ,�0 .�� , �,/
bWoo I / ---- --- - --� --- ------------ _ N57°42'54"W 90.14' �°` 1\ \ �� 16.68 /
15 \ - - C.I.R.F. 23 ��' \`��p �> `� / / Block
z o / BLOOMFIELD HOMES L.P. / �'- 17.20' s /
oW
Iwo I / N EULBOURNE DRIVE TRACT 4 0�� O� s' 3 / 15
PROPOSED WEST CROSSING PHASE 5- - 37 6.11' �� 5r / 16
\ j L1 / L-- o
o X P.D. ZONING \ �. ^�<' d'�' Visibility 00'06"
`" 14 - INSTR.#20131227001685590 24 0<-D ' / Easement / �- R=530.00'
\ I - - - - - - - - - - - O.P.R.C.C.T. - - -� / 3 /"'�' s �� �� 16.69 /,I. CB=S25052'24"W
I IN35°22'14"W 90 50' F ° o �'� /�� '
CALDER CH-447 99
Subject
Tract
Pn
Phl
Lair
VICINITY MAP
(Not To Scale)
5'Ut
3
STREET L UE, 10' wide,
except where noted
Typical Public Utility Easements
(where designated on plat)
NOTE: UE easements are parallel and
perpendicuar to street right of ways
and lot lines unless otherwise shown.
O
10'
L
Cn
`reet ROW '
Street to Street Intersection
10' x 10' Sidewalk and
Utility Easement (Typical)
2 5' x 2 5'
Visibility
Easement
.(Typical)
-2 5'
FINAL PLAT
OF
WEST CROSSING
PHASES 7
���G 01 25 �'�� 25'x25' COURT L-462.53' 85 LOTS/ 15.879 ACRES
m; �/ Visibility / \ -
�,� / Easement.
2 9� OUT OF THE
\` °0
NOTES: 9� / °'-� ''���. ;%� /' �� \� HENRY BRANTLEY SURVEY, ABSTRACT NO. 7
� \ >> F s °o •� 's /
'9os�� �'� ° ice' X' found / \ IN THE
LEGEND 1. SELLING A PORTION OF THIS ADDITION BY METES AND BOUNDS IS A VIOLATION OF CITY °� 0 1 CITY OF ANNA GOLLIN COUNTY TEXAS
SUBDIVISION ORDINANCE AND STATE PLATTING STATUTES AND IS SUBJECT TO FINES AND / AO 71 / in concrete / 14 ��
UE - Utility Easement
DE - Drainage Easement
ULSWE - Utility, Landscape, & Screening
Wall Easement
BL - Building Line
0 - 5/8" Iron rod with yellow cap
stamped "Westwood PS" set
CIRF - Capped Iron rod found
IRF - Iron rod found
O.P.R.C.C.T. - Official Public Records,
Collin County, Texas
P.R.C.C.T. - Plat Records, Collin County, Texas
WITHHOLDING OF UTILITIES AND BUILDING CERTIFICATES. / \� � Q �o /IS50°52'27"W 87.78' '
OWNER
2. NO PORTION OF THIS ADDITION IS LOCATED WITHIN THE 100-YEAR FLOOD PLAIN AS DEFINED BY �� //i / / 13
FLOOD INSURANCE RATE MAP NO. 48085CO160J AND DATED JUNE 2, 2009 '
12
3. A VARIANCE REQUESTED FOR AN OVER LENGTH BLOCK TO BE ALLOWED.
SURVEYOR'S NOTES: 38 / Block
i 1 L
1. ALL CORNERS SET ARE MONUMENTED WITH A 5/8" DIAMETER IRON ROD WITH YELLOW PLASTIC // POINT OF 2
CAP STAMPED "WESTWOOD PS" UNLESS OTHERWISE NOTED. / / \ BEGINNING
2. ALL COORDINATES SHOWN ARE TEXAS STATE PLANE, NAD83 (CORS96), TEXAS NORTH CENTRAL
ZONE 4202, NAVD88, U.S. SURVEY FEET WITH A COMBINED SCALE FACTOR OF 1.00015421.
BEARING BASIS IS GRID NORTH.
286211
BLOOMFIELD HOMES L.P.
1050 E. HIGHWAY 1 14, SUITE 210, SOUTHLAKE, TX. 76092
8 1 7-4 1 6-1 572 DON@BLOOMFIELDHOMES.NET
ENGINEER/SURVEYOR
Westwood
Phone (214) 473-4640 2740 Dallas Parkway, Suite 280 1
Toll Free (888) 937-5150 Plano, TX 75093
westwoodps.com 2
Westwood Professional Services, Inc.
Survey Firm Number: 10074301 April 28, 2017 0007585
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STATE OF TEXAS )(
COUNTY OF COLLIN )(
LEGAL DESCRIPTION
WHEREAS, BLOOMFIELD HOMES, L.P., IS THE OWNER OF A 15.879 ACRE TRACT OF LAND SITUATED IN THE HENRY
BRANTLEY SURVEY, ABSTRACT NO. 71, COLLIN COUNTY, TEXAS, AND BEING A PORTION OF THAT TRACT OF LAND
CONVEYED TO BLOOMFIELD HOMES L.P., IN THE GENERAL WARRANTY DEED RECORDED IN COUNTY CLERK FILE NUMBER
20131227001685590 OF THE OFFICIAL PUBLIC RECORDS OF COLLIN COUNTY, TEXAS, SAID 15.879 ACRE TRACT BEING
MORE PARTICULARLY DESCRIBED AS FOLLOWS;
BEGINNING AT A 5/8" IRON ROD WITH A YELLOW CAP STAMPED WESTWOOD PS, FOUND AT THE NORTHEASTERLY CORNER
OF WEST CROSSING PHASE 5, AN ADDITION TO THE CITY OF ANNA TEXAS, ACCORDING TO THE FINAL PLAT RECORDED IN
VOLUME 2016, PAGE 22, PLAT RECORDS, COLLIN COUNTY, TEXAS, AND SAID ROD BEING ON THE WEST RIGHT-OF-WAY
LINE OF WEST CROSSING BOULAVARD(A 80' R.O.W.);
THENCE, OVER AND ACROSS SAID NORTH BOUNDARY LINE OF WEST CROSSING PHASE 5 THE FOLLOWING CALLS AND
DISTANCES;
NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTS:
THAT, BLOOMFIELD HOMES, L.P. A TEXAS LIMITED PARTNERSHIP THROUGH ITS DULY AUTHORIZED OFFICER DOES HEREBY
ADOPT THIS PLAT DESIGNATING THE HEREINABOVE DESCRIBED PROPERTY AS WEST CROSSING PHASE 7, AN ADDITION TO
THE CITY OF ANNA, TEXAS, AND DOES HEREBY DEDICATE TO THE PUBLIC USE FOREVER THE STREETS AND ALLEYS
SHOWN THEREON; AND DOES HEREBY DEDICATE THE EASEMENT STRIPS SHOWN ON THE PLAT FOR MUTUAL USE AND
ACCOMMODATION OF ALL PUBLIC UTILITIES DESIRING TO USE, OR USING SAME. NO BUILDINGS, FENCES, TREES,
SHRUBS, OR OTHER IMPROVEMENTS SHALL BE CONSTRUCTED OR PLACED UPON, OVER OR ACROSS THE EASEMENT
STRIPS ON SAID PLAT. ANY PUBLIC UTILITY SHALL HAVE THE RIGHT TO REMOVE AND KEEP REMOVED ALL OR PART OF
ANY BUILDINGS, FENCES, TREES, SHRUBS OR OTHER IMPROVEMENTS, OR GROWTHS, WHICH IN ANY WAY ENDANGER OR
INTERFERE WITH THE CONSTRUCTION, MAINTENANCE, OR EFFICIENCY OF ITS RESPECTIVE SYSTEM ON ANY OF THESE
EASEMENT STRIPS, AND ANY PUBLIC UTILITY COMPANY SHALL AT ALL TIMES HAVE THE RIGHT OF INGRESS OR EGRESS
TO AND FROM AND UPON ANY SAID EASEMENTS FOR THE PURPOSE OF CONSTRUCTING, RECONSTRUCTING, INSPECTING,
PATROLLING, MAINTAINING, AND ADDING TO OR REMOVING ALL OR PART OF ITS RESPECTIVE SYSTEM WITHOUT THE
NECESSITY AT ANY TIME OF PROCURING THE PERMISSION OF ANYONE.
NORTH 33 DEGREES 09 MINUTES 51 SECONDS WEST, A DISTANCE OF 118.14 FEET TO A 5/8 INCH IRON ROD WITH
YELLOW PLASTIC CAP STAMPED "WESTWOOD PS" FOUND FOR CORNER; WITNESS MY HAND THIS DAY OF, 20
NORTH 35 DEGREES 22 MINUTES 14 SECONDS WEST, A DISTANCE OF 90.50 FEET TO A 5/8 INCH IRON ROD WITH
YELLOW PLASTIC CAP STAMPED "WESTWOOD PS" FOUND FOR CORNER;
NORTH 57 DEGREES 42 MINUTES 54 SECONDS WEST, A DISTANCE OF 90.14 FEET TO A 5/8 INCH IRON ROD WITH
YELLOW PLASTIC CAP STAMPED "WESTWOOD PS" FOUND FOR CORNER;
NORTH 69 DEGREES 38 MINUTES 11 SECONDS WEST, A DISTANCE OF 90.55 FEET TO A 5/8 INCH IRON ROD WITH
YELLOW PLASTIC CAP STAMPED "WESTWOOD PS" FOUND FOR CORNER;
NORTH 78 DEGREES 50 MINUTES 23 SECONDS WEST, A DISTANCE OF 45.72 FEET TO A 5/8 INCH IRON ROD WITH
YELLOW PLASTIC CAP STAMPED "WESTWOOD PS" FOUND FOR CORNER;
NORTH 88 DEGREES 02 MINUTES 23 SECONDS WEST, A DISTANCE OF 257.35 FEET TO A 5/8 INCH IRON ROD WITH
YELLOW PLASTIC CAP STAMPED "WESTWOOD PS" FOUND FOR CORNER;
NORTH 89 DEGREES 44 MINUTES 35 SECONDS WEST, A DISTANCE OF 327.30 FEET TO A 5/8 INCH IRON ROD WITH
YELLOW PLASTIC CAP STAMPED "WESTWOOD PS" FOUND FOR CORNER;
SOUTH 74 DEGREES 40 MINUTES 44 SECONDS WEST, A DISTANCE OF 138.38 FEET TO THE EASTERN BOUNDARY LINE
OF A TRACT OF LAND CONVEYED TO TWO-J PARTNERS LLLP, IN THE GENERAL WARRANTY DEED RECORDED IN
COUNTY CLERK FILE NUMBER 20080509000562490 OF SAID OFFICIAL PUBLIC RECORDS, A 5/8 INCH IRON ROD WITH
YELLOW PLASTIC CAP STAMPED "WESTWOOD PS" FOUND FOR CORNER;
THENCE, NORTH 00 DEGREES 29 MINUTES 49 SECONDS EAST, ALONG THE EASTERN BOUNDARY LINE OF SAID TWO-J
PARTNERS LLLP, TRACT A DISTANCE OF 475.94 FEET TO A 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED
"WESTWOOD PS" SET FOR CORNER;
THENCE, OVER AND ACROSS SAID BLOOMFIELD HOMES L.P. TRACT THE FOLLOWING CALLS AND DISTANCES:
SOUTH 89 DEGREES 30 MINUTES 11 SECONDS EAST, A DISTANCE OF 115.50 FEET TO A 5/8 INCH IRON ROD WITH
YELLOW PLASTIC CAP STAMPED "WESTWOOD PS" SET FOR CORNER;
NORTH 00 DEGREES 29 MINUTES 49 SECONDS EAST, A DISTANCE OF 2.00 FEET TO A 5/8 INCH IRON ROD WITH
YELLOW PLASTIC CAP STAMPED "WESTWOOD PS" SET FOR CORNER;
SOUTH 89 DEGREES 30 MINUTES 55 SECONDS EAST, A DISTANCE OF 285.50 FEET TO A 5/8 INCH IRON ROD WITH
YELLOW PLASTIC CAP STAMPED "WESTWOOD PS" SET FOR CORNER;
NORTH 00 DEGREES 29 MINUTES 49 SECONDS EAST, A DISTANCE OF 111.00 FEET TO A 5/8 INCH IRON ROD WITH
YELLOW PLASTIC CAP STAMPED "WESTWOOD PS" SET FOR CORNER;
SOUTH 89 DEGREES 30 MINUTES 55 SECONDS EAST, A DISTANCE OF 270.13 FEET TO A 5/8 INCH IRON ROD WITH
YELLOW PLASTIC CAP STAMPED "WESTWOOD PS" SET FOR CORNER;
SOUTH 87 DEGREES 43 MINUTES 44 SECONDS EAST, A DISTANCE OF 53.10 FEET TO A 5/8 INCH IRON ROD WITH
YELLOW PLASTIC CAP STAMPED "WESTWOOD PS" SET FOR CORNER;
SOUTH 85 DEGREES 01 MINUTES 59 SECONDS EAST, A DISTANCE OF 50.79 FEET TO A 5/8 INCH IRON ROD WITH
YELLOW PLASTIC CAP STAMPED "WESTWOOD PS" SET FOR CORNER;
SOUTH 82 DEGREES 00 MINUTES 56 SECONDS EAST, A DISTANCE OF 50.79 FEET TO A 5/8 INCH IRON ROD WITH
YELLOW PLASTIC CAP STAMPED "WESTWOOD PS" SET FOR CORNER;
SOUTH 78 DEGREES 57 MINUTES 52 SECONDS EAST, A DISTANCE OF 50.79 FEET TO A 5/8 INCH IRON ROD WITH
YELLOW PLASTIC CAP STAMPED "WESTWOOD PS" SET FOR CORNER;
SOUTH 75 DEGREES 54 MINUTES 48 SECONDS EAST, A DISTANCE OF 50.79 FEET TO A 5/8 INCH IRON ROD WITH
YELLOW PLASTIC CAP STAMPED "WESTWOOD PS" SET FOR CORNER;
SOUTH 72 DEGREES 58 MINUTES 30 SECONDS EAST, A DISTANCE OF 50.79 FEET TO A 5/8 INCH IRON ROD WITH
YELLOW PLASTIC CAP STAMPED "WESTWOOD PS" SET FOR CORNER;
SOUTH 69 DEGREES 43 MINUTES 36 SECONDS EAST, A DISTANCE OF 50.79 FEET TO A 5/8 INCH IRON ROD WITH
YELLOW PLASTIC CAP STAMPED "WESTWOOD PS" SET FOR CORNER;
SOUTH 66 DEGREES 43 MINUTES 49 SECONDS EAST, A DISTANCE OF 49.37 FEET TO A 5/8 INCH IRON ROD WITH
YELLOW PLASTIC CAP STAMPED "WESTWOOD PS" SET FOR CORNER;
SOUTH 64 DEGREES 45 MINUTES 40 SECONDS EAST, A DISTANCE OF 52.37 FEET TO A 5/8 INCH IRON ROD WITH
YELLOW PLASTIC CAP STAMPED "WESTWOOD PS" SET FOR CORNER;
SOUTH 59 DEGREES 14 MINUTES 56 SECONDS EAST, A DISTANCE OF 55.41 FEET TO A 5/8 INCH IRON ROD WITH
YELLOW PLASTIC CAP STAMPED "WESTWOOD PS" SET FOR CORNER;
SOUTH 57 DEGREES 21 MINUTES 44 SECONDS EAST, A DISTANCE OF 103.96 FEET TO A 5/8 INCH IRON ROD WITH
YELLOW PLASTIC CAP STAMPED "WESTWOOD PS" SET FOR CORNER;
SOUTH 89 DEGREES 04 MINUTES 08 SECONDS EAST, A DISTANCE OF 53.67 FEET TO THE SAID WESTERN
RIGHT-OF-WAY LINE OF WEST CROSSING BOULEVARD, A 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED
"WESTWOOD PS" SET FOR CORNER;
THENCE, SOUTH 00 DEGREES 52 MINUTES 21 SECONDS WEST, ALONG THE SAID WESTERN RIGHT-OF-WAY LINE OF WEST
CROSSING BOULEVARD, A DISTANCE OF 164.46 FEET TO A 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED
"WESTWOOD PS" FOUND FOR CORNER;
THENCE ALONG A CURVE TO THE RIGHT HAVING A CENTRAL ANGLE OF 50 DEGREES 00 MINUTES 06 SECONDS, AND A
RADIUS OF 530.00 FEET, AND AN ARC LENGTH OF 462.53 FEET, WITH A CHORD BEARING OF SOUTH 25 DEGREES 52
MINUTES 24 SECONDS WEST, AND A CHORD LENGTH OF 447.99 FEET, TO A 5/8 INCH IRON ROD WITH YELLOW PLASTIC
CAP STAMPED "WESTWOOD PS" SET FOR CORNER;
BLOOMFIELD HOMES, L.P.
A TEXAS LIMITED PARTNERSHIP
BY: BLOOMFIELD PROPERTIES, INC.
A TEXAS CORPORATION, GENERAL PARTNER
DONALD J. DYKSTRA, PRESIDENT
BEFORE ME, THE UNDERSIGNED AUTHORITY, ON THIS DAY PERSONALLY APPEARED DONALD J. DYKSTRA KNOWN TO ME
TO BE THE PERSON WHOSE NAME IS SUBSCRIBED TO THE ABOVE AND FOREGOING INSTRUMENT, AND ACKNOWLEDGED TO
ME THAT HE EXECUTED THE SAME FOR THE PURPOSES AND CONSIDERATION EXPRESSED AND IN THE CAPACITY THEREIN
STATED.
GIVEN UNDER MY HAND AND SEAL OF OFFICE THIS DAY OF
SURVEYORS CERTIFICATE
0
NOTARY PUBLIC IN AND FOR THE STATE OF TEXAS
THIS IS TO CERTIFY THAT I, JASON B. ARMSTRONG, A REGISTERED PROFESSIONAL LAND SURVEYOR OF THE STATE OF
TEXAS, HAVE PLATTED THE ABOVE SUBDIVISION FROM AN ACTUAL SURVEY ON THE GROUND; AND THAT ALL LOT
CORNERS, ANGLE POINTS, AND POINTS OF CURVE SHALL BE PROPERLY MARKED ON THE GROUND, AND THAT THIS PLAT
CORRECTLY REPRESENTS THAT SURVEY MADE BY ME.
THIS DAY OF
20
JASON B. ARMSTRONG
REGISTERED PROFESSIONAL LAND SURVEYOR NO. 5557
BEFORE ME, THE UNDERSIGNED AUTHORITY, ON THIS DAY PERSONALLY APPEARED JASON B. ARMSTRONG KNOWN TO ME
TO BE THE PERSON WHOSE NAME IS SUBSCRIBED TO THE ABOVE AND FOREGOING INSTRUMENT, AND ACKNOWLEDGED TO
ME THAT HE EXECUTED THE SAME FOR THE PURPOSES AND CONSIDERATION EXPRESSED AND IN THE CAPACITY THEREIN
STATED.
GIVEN UNDER MY HAND AND SEAL OF OFFICE THIS DAY OF
APPROVED THIS DAY OF
BY THE CITY COUNCIL OF THE CITY OF ANNA, TEXAS
20
MAYOR
20
NOTARY PUBLIC IN AND FOR THE STATE OF TEXAS
CITY SECRETARY
BLOCK 'CC'
LOT
ACREAGE
SQ.FT.
22
0.164
7154
23
0.138
6000
24
0.138
6000
25
0.138
6000
26
0.138
6003
27
0.142
6166
28
0.157
6834
29
0.173
7542
BLOCK 'DD'
LOT
ACREAGE
SQ.FT.
12
0.165
7168
13
0.138
6012
14
0.138
6028
15
0.138
6026
16
0.143
6241
17
0.147
6414
18
0.151
6570
19
0.151
6574
20
0.152
6614
21
0.150
6527
22
0.151
6574
23
0.150
6551
24
0.161
7004
25
0.199
8681
EL OCK 'EE'
LOT
ACREAGE
SQ.FT.
1
0.247
10767
2
0.182
7935
3
0.154
6713
4
0.144
6256
5
0.143
6211
6
0.141
6162
7
0.141
6129
8
0.140
6117
9
0.141
6127
10
0.141
6159
11
0.139
6051
12
0.138
6000
13
0.141
6158
14
0.140
6086
15
0.139
6037
16
0.138
6010
17
0.139
6041
18
0.139
6050
19
0.139
6050
20
0.139
6050
21
0.153
6659
22
0.153
6656
23
0.139
6050
24
0.139
6050
25
0.139
6050
26
0.139
6050
27
0.139
6050
28
0.139
6050
29
0.139
6050
30
0.139
6050
31
0.140
6101
32
0.143
6250
33
0.139
6075
34
0.139
6075
35
0.139
6075
36
0.139
6075
37
0.139
6075
38
0.139
6075
39
0.138
6000
40
0.150
6550
41
0.187
8153
42
0.216
9389
FINAL PLAT
BL OCK 'FF'
LOT
ACREAGE
SQ.FT.
1
0.785
8057
2
0.138
6000
3
0.138
6000
4
0.138
6000
5
0.138
6000
6
0.138
6000
7
0.138
6000
8
0.138
6000
9
0.138
6000
10
0.138
6000
11
0.138
6000
12
0.138
6010
13
0.138
6000
14
0.138
6000
15
0.138
6000
16
0.153
6664
BLOCK 'JJ'
LOT
ACREAGE
SQ.FT.
1
0.159
6931
2
0.138
6006
3
0.138
6006
4
0.138
6006
5
0.138
6006
OF
WEST CROSSING
PHASES 7
85 LOTS/ 15.879 ACRES
OUT OF THE
HENRY BRANTLEY SURVEY, ABSTRACT NO. 71
IN THE
CITY OF ANNA , COLLIN COUNTY, TEXAS
C�\!l/1V FR
BLOOMFIELD HOMES L.P.
1 050 E. HIGHWAY 1 14, SUITE 210, SOUTHLAKE, TX. 76092
8 17-4 1 6- 1 572 DON@BLOOMFIELDHOMES. NET
ENGINEER/SURVEYOR
Westwood
Phone (214) 473-4640 2740 Dallas Parkway, Suite 280 2
Toll Free (888) 937-5150 Plano, TX 75093
westwoodps.com 2
Westwood Professional Services, Inc.
Survey Firm Number: 10074301 Aril 28, 2017 0007585
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THENCE, SOUTH 50 DEGREES 52 MINUTES 27 SECONDS WEST, A DISTANCE OF 87.78 FEET TO THE POINT OF BEGINNING
AND CONTAINING 691,691 SQUARE FEET OR 15.879 ACRES OF LAND.
G aoT) 2
April 7, 2017
Mr. Joseph Johnson
Director of Public Works
City of Anna
I I I N. Powell Parkway
Anna, Texas 75409
RE: West Crossing Phase 7
Dear Mr. Johnson:
Goodwin and Marshall, Inc. has performed an analysis to determine the impacts of the West
Crossing development on downstream properties. This analysis, which has been submitted to,
reviewed and approved by the City shows no detrimental impact downstream. Based on this, this
letter serves as our verification that no detrimental impact is experienced downstream of the project
due to the construction of West Crossing Phase 7.
Please feel free to contact me with any questions or comments.
Sincerely,
Goodwin and Marshall, Inc.
D. Matthew Goodwin, P.E.
DMG/j c
—P
TEXAS • 2405 Mustang Drive • Grapevine, TX 76051 • 817.329.4373 TENNESSEE • 6074 Apple Tree Drive a Memphis. TN 38115 c 901.881.9188
n oeanun .
�RIZONA - 4809 E. Thisu"e landing Drive, Suiie 100 A Phoenix, AL 85044 602.210.7285 COLORADO > 8400 E. Prentice Ave. Greenwood Village, (0 80111 303.459.4861
Item No. 6.
3
Planning Commission
Agenda
Staff Report
Meeting Date: 5/1 /2017
Staff Contact: Maurice
Schwanke
YtOURI HOMETOWN
AGENDA ITEM:
Consider/Discuss/Act on recommendation regarding "North Pointe Crossing Ph. 3"
final plat.
SUMMARY:
The North Pointe Crossing Ph. 3 final plat contains 31.572 acres located in the Samuel Moore
Survey, Abstract No. 627. Within this project 171 residential lots are proposed. The plat layout is
in conformance with the existing zoning.
STAFF RECOMMENDATION:
The staff is recommending approval of the final plat subject to all engineering concerns being
addressed on construction plans for this development.
ATTACHMENTS:
Description
Location Map
Final Plat
Drainage Letter - No adverse Impact
Upload Date Type
4/28/2017 Exhibit
4/28/2017 Exhibit
4/28/2017 Backup Material
N.F.
I. early orBurring-Thion Go ... [.a(A... 02 dean m ..are, Ji—area weal ormn
Tom nin uan9 am vatl sefbod m Lcl HnmaTnaac uq as, dead mennled an1n4mmem
20150 ODOI2006%pN access, Collin County, Texas, siWwed in the SAIFUEL MOORE
SURVEY, ABSDUELF NO.627, Collin County, Texas, and she ROBERT WHITAKER
SURVEY,ABSTRARF°. H. Collin(sam rend
_. Adderennined by the FLOOD INSURANCE PLATE MAPS for Collin County, the subject
pmpeny Wes No Vu arwliewiminaSpmivl Flmd HuaNMn(100YaacPood). trees,
2009 Cmnm,ady Pano1No. 480GOL0701 sphort Ito is Iaard in res, X. 1fNis site C not
wiNin se idual IIowl bvaard Add, day Noted ex emen don not imply that The propce,
radi tome. 0enve win be bee 6om Do., or nand danal 0. saw.maims, a-
vows can and on I a'ar said flood heights may Ee inemeaed by man-made .r normal evwex.
This Flood Smrarev hall not emote liability on the Dan of In Surveyor.
J. The ploI. a. ryh—are. o.e, cmnt's a aecumm rtprta'enmti.....Y pmperwof
OF dernminw by w on HE. F..ad on amens w anyantl ell Forear 6,—Tom—antl
mener— dent 1 �i an the plan. There ma a. Alone menswer ne e droxyrs. he I in. �mMinssi000spandaistryca ,se expere. by
rnsreosr „nxr rtnonn _-- a An comers an dre...mmedwin a 5,1"ion and with yellow plan io top stomped
"WFUTEBA\VK IOI9idsoc, unlow demwid ameal
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s,e.m
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aysrPsaTso"CLMrrvT
nSEVIE Tsse506o Yi xT3� $ 8.
N fist 59' 28" E ya.00
50,00, S 21' 00' 25" E S l n 2a E - .57 N e or
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59.08' N 68' 59' 28" E
\ Sg empO N PS
70.00' 0 /
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APPROVED this day of
by the City C.uncll of a City of Anna,Texas.
Mayor
ATTEST:
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BOX,
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16
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DWNEWECERTIFICATE
NOW, THEREFORE, KNOW ALL MEN BYTHESE PRESENTS:
This approved sublert to all platting ordinances, rules. and reguladonmfthe City OAnn;
texas.
WITNESS my hand mistM1e it., of 2017.
STATEOFTEXA54
COUNTY OF COWN4
BEFORE ME, the undersigned, a Notary Public in and for The State of Texas on this day
Personally appeared known to me to be the poison and
enter whose name Is Adsorbed t0 the foregoing Instrument, and an nowledge to me that
M1e executed The same for the purposes and considerations Uniin expressed antl In the
apanty memmsmted.
GIVEN UNDER MY HAND AND SEAL OF OFFICE this The
_day of 2017
Notary Public, Spite of Texas
6$
SURVEYOR CERTIFICATE
PROPERTY DESCRIPTION LOCATION MAP
Being a 7.608 acre point ofland situated in the SAMUEL MOORE SURVEY, NTfl--
ABSTRACT NO. 627 and the ROBERT W'HITAKER SURVEY, ABSTRACT NO.
1011, City of And , Collin County, Texas, and being a portion offind certain 113.730
acre tract of hod desen and in Special Wamanty Deed to LGI Homes -Texas, LLC. as
rusucandeft in In Support Number 2015052 8 000620060. of the Deed Records of Collin
County, Texas, (D.R.C.C.T.) said 7.608 acre then[ nfland being more particularly
de_scnbed by metes and bounds as follows:
- Commencing at a 1/2 inch imn rod found far The southwest comer ofa 17.304 acre most
dmarodded in a Deed of to e5
r .I�.nN IENY3 GDjPJw/
3140(OR.CC.T.)aa sambeing Ron ontwe,eny comer ofsaid13.730a. err cl, same
p0.0j
being a point on the easterl➢nghLOGway [me of Dallas Ama Rapid Transit (1000of t
68' 59' 28" W
wide at this point);
71
Thence along said experly right of way Ime South 21 degrees 00 minutes 32 semnds
Ease a distance of49790 ft,to.919 man and anh vellnw cnn afmi File' IT
WYWHITEILAWN' CAP SET set Ear be POINT OF BEGIN(ING,
"
Thence departing said essurly right ofway line Nosh fib degrees 59 mires 28 semnds
°de
East, a distance of 140.00 feet to a 5/8 iron rad with yellow cap clamped 5/8" 1R
WPWHITEHAWK"CAP SET set for comer;
m s-
Thenm NorW 2l degroes oo minoms 32 seconds was adlsunec af22.25 NeuOsS/8
van and wah yellow Cap stamped 5/8IN VW'W[UTEHAWKe CAP SET set for come9
OM^
Thence North fib degrees 59 rwnules 28 seconds East a d 9anee 00 feet to a
ion roam Bad yellow cap 9ped EVIL IRW/WHITEHAWK CAPAP SET act for comer,
1
South 21dy,captatontine25semnds ITEadlatanceAo9ON am In am
man land
vov and with yellmv cap stamped 5/R IRW/"WHITEHAWR`CAP SET set for comer,
Thence North 68 degrees 59 minutes 28 seconds Past. a distance of 7000 Net to a 518
�\
method with yellow cap cramped 5/8 IRW/ WHITEHAWK CAP SET sa for comer,
\\
nrenee South 21 degree 00 eninma 32 seeonds East, a distance, of 50.00 Net to a 518
imn rod with yellow Cap stamped 5/8 IRW/ WHITEHAWK CAP SET set for comes
Thence Nosh 68 deg es 59 mantes 28 seconds East, adstance o173652 feet To a 5/8
I. and with yellow cap lumped 5/8IR AW /1IITEHA WK CAP SET set for come,,
Thence Smith 21 degrees 00 mtmrlea 32 WKAwA Essh a Jl1.1e of 1 1500 feet to is 518
ion Tod with yellow cap stamped 518 IRW/ WHITEHAWK CAP SET no far comer,
same holy,R cast no the north III ofway If., of kaskrns So(60 foot Right ofway),
Thence along said nosh Tight ofway line South 6N degrees 59 minutes 28 seconds West.
a distance of SJI &of to a 5/8 iron rod with yellow cap stamped 518" IR
W/"WHITEHAWK" CAP SET set for come, tome bell, a point no the west fight of
way line of Gmodview Act. ( 60 Poor right ofway)
Thence departin, said ends right ofway life, along said westright of way Ime,Smoth 21
degrees 00 minutes 32 seconds East, a distance of 175.00 Sao to a 5/8 iron rod with
yellow cap stamped 5/R" IR W/"WHITEHAWK" CAP SET set for comer,
Thence departing acid net right ofway line South 68 degmes 59 minma 28 seconds
Of 8 NET t iron and with yellow cap Bumped 5/8" IR
WesATIFT
RA CAP a, Her
14/"WFllTEHAWK" CAP SET set farmmer.
Thence South degrees 00 minutes 32 seconds East. a dismnca feet m a
iron rod with yellow cap stamped 518" FILL W/"WHITEHAWK" CAP SET act for comer,
AP SET
Them South 68 degrees 59 if., 28 sK.a& War a dmaseeof 19000 Net to a 518
van rod with [law can wnped 518- IN WTVIDIT IENVIK CAP SET set for scrol
Thence along thurfurgentioned easterly right ofway had North 21 degmes 00 minutes 32
seconds West, a dVmnec of407.50 feet an the POINT OF BEGINNING and containing
7.608 acres ofland area within these mein and bounds
pxrt therreof from an atual and zaurate su oey oofthe eland antl that the Come ores made
monuments show thereon were properly placed under my personal suspension, in
accance wish the SubdIVE on RE,lathei the atyof Anna, texas.
Dated this line _ day of 2017
G. Dennis Quail , LP.LS. NO.4276
STATE OF TEXAS §
COUMY OF COLLIN 4
BEFORE ME, the undersigned, a Notary Public In and for The Stale of Texas on this day
personally appeared G.Oennie Dualls, known to memo be the person and oHlcerwhose
name is subscribed to theforegoing instrument, and acknowledge to me that he executed
the same for the purposes and cons[demtions therein expressed and in thecapacley therein
stated.
GIVEN UNDER MY HAND AND SEAL OF OFFICE this The
_day of 2017 OWNER/DEVEWPER F,NGINEEftS
L��2 P.rye- Wwmn Gngmens, Ins.
U501eke Robbins Dr5aix E0 57W\V Plano Pvrkxay, a.. 2500
nra Woodland,Tessa Plan.. Tax.,
Tel: EeI-]62-8990 Tel: 214i208494
N.Rry P.h lr, Solidly..
FINAL PLAT
NORTHPOINTE CROSSING
PHASE 3 WEST
LOTS 3-9. BLOCK N LOTS 1-17, BLOCK 0
LOTS 1-16, BLOCK P
AN ADDITION TO THE CITY OF ANNA, COLLIN COUNTY,
TEXAS 7,608 ACRES SITUATED IN THE
ROBERT WHITAKER SURVEY. ABSTRACT No. 1011 AND
SAMUEL MOORE SURVEY, ABSTRACT No. 627,,,. _
%il�JtE �{GfNt�
NGIN EERIfJG AND DESIGN
309 South Jupiter Road, Suite 200
Allen, TX 75002 PH: (469) 342-6844
TBPLS FIRM NO. 10191200
B' g 3 1 172ace, ano "and ammardin me SAAIIIEL MOORE SIIRVCV ABSTRACT NA, 62] Ciry
A C ryT Jb' g tan 1 human fl tltl T tl-
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fle"InumnswasNW' VI CO6Pg 81916RCCTJ T. b g tad M1
harowfusellAyMadearturs,
- d ot d feet I'from O N10191W hog the
vI got- FIREfI4or .5@' hd W4I
northeast former of Block T Let 42 AfFord,oult,Twes,19N I Scott, 11 mrifi.s.he Chiral
Anne Callhe Co my Tau ="Mi g I IM the [threaten Tiered'. Volt ne moral Page Sir,(OhCGT.j
TFanbe
tar g adh North 97&, IS al mlzW em part let, roved
N asn cC gPh IS Ih du 153841 f 4 S tl F rot M1 p pel
F gl Blind mgl p m,
Thrmam vanl b 15 'J MI' South 79 M6 49 IS &W d f
11494( 1 'A' h notnor y 11 p DW WHREHAWK I01912B ! ,
Mine King M1 Wvot lowaresUm, )I Block ')' datudA` M1pd Coconut PhIS en,
Thenc< dePvlf gsaid ambIlow, N N 21 degxea 00 mancres 32 avoodyW it I9g50n Fees
m A$,II h¢an mJ aim yellwaor, swmped WHIT5HAWK 101912W act for robust,
Thcnm No. IS its, 59 mimmew 28 Weem, Fee. a Jolter of2lInt BrI sou 11.6Be. rN-mm
yellow up clamped NHITLHAWK 10191?OF set to, mmeq
Theme North DI it,, of earn, 32 .-mar, IsIII, A a:wa.1 at 101ill m e SB-M1This IwiW
to
s d WIII INAWK In I910 f er
M
Thare Se an, 60 do,, 59 minutes IF. -ad, We,, a JzUnw of 1000 Acl to n 518 inch i—mJ wilb
yellow cap smmpcd WIorhHAWK 10191200-art to, amen
Thenre NoNl)I de es 00mmu¢s )2 wand, Wes adz— offl016 Last. a SB i¢ch imn had with
yellow cap slumped 1VIITIONTAWK 1019120F set for pint ofemvaNre:
Throm alone a carve bthe right, ha - go ander,A70 W firm, a mrnal,,Sir olio dcg,Lis 40m fain
m sew.me hand bg andd s wNwab 12 d, 4Rmnume l6 ar—on.N J (
116 At finch arm he a. I BW 113679fees 11inch 'net and -In Illow, cap Ua PN
WHITEHAWK1 ave, starmummors,
Thence Nrd,37tl Ere-59 -H- l,b,f J'.macenX)535 ver—S/8inch me end'I
,all—dFarel WHITFHA VK 10191200 I rr
Thence Nonh 57J Ie minutes 51 awsoods say, adjusinew of78,11 feet ma ASinch' rot with
r dlotvmv v s ed WIi1TEFIAWK 10191200 for r'
TI¢nce Soulh 2 Mg ' Icz 09 J E d eeof)901 feet lot 5/tl' h' od 'Ih
yellmv rep♦ P[N WIIITITFH\INK 10191200 fn er
Theac°Nm0450gc' 05 romew 09 nt; Last, a Theamerofla.761ttl m it 518 inch ]ran had with
yelow repQuaid! WIFTEHAWKVIVAI00 - E er,
Thenc°NOM6105rt-54 mulmfi JZE J' mcuf46.62 reel 1a 518 mcb'resend with
,now rap t,afired Will ILWsWK 10191 In, Is, for eamec
Tbwm Nonh 80 dr, 20 mimmma ce xc.6 Easl n d tuna afie 0, No m ° 318 inch had now with
yellow mp camped NHITEHTWK In I91200' sn be wmec
I 1 35 wound, distance ofT5l feet, a 5B tech bon red w,W Thence South 7 defenses S scut o
yellow [vPv tad WIIITEHAWK 10191 OG_ f m;
Tlerw SwhGOdp 50 s43 d, Fn d' r[eo11110.s1 fttttoa5/8' 1 o -h
yell,da petl WHITEHAWK10191201 safre.mar,
yellnw
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ptl NHIT'BHAW 01K10191'NG I ..r
Thrwagoub8]Jg IS s40 J'0- d nttaL 13600 lust, to°5/Bl uh cannotwlh
,v,w,wrm,wmgQTEHAWKm 91200"Wifurearecom
TM1mry NOnM1 03tlg W 13 sands EteT,ndsmnec oto3R57 RUmv@' df d
forc°mert be gtli Ib
bass ng OFG aFlonfYWmm mdN
PF It b brit, P W it"
ofElmDumdum5'
I ,onto !L
°f.vay3
rmadalong the southerly le -hand NrWp Carommi,ph INorth 5 kUsde,ey16
17 selemapo courn. efluirm! 5Sinch 'imm and with call.. 'a, edC Pd WHIUGAWK
IIIIIInch 1 hwg P F 1' 1mec A Rmy
Th' pan 61 f yl TFI' O ( g50! 'gb 1 yJ�
Thaters' -S g--0- h lylnc9uuJlW dcbrtn 0l I ve Js A" 'Ma" r
SIX feet m 1518 web man am whouldloweap nampeJ"VJFBTEHAWK 101912W We formate
Thence conlinuinS alon5nid wurbcrly lac Nonh eS dcgrc¢ 31 minutes 36 second, Eut v distance of
121.0E feel toa 1/2 inch man
tM fend formmer, eve
beian_A .our ad comaotzvrd Commw
Azea:
Thenre mmumioemongenil sAntably law Swth03 A, IN ,I¢n l2 x[ontls \vesl,a Jislnu'eo1
IG0,85 me ton $I8 ivch cannot xiW ycllowcap ammpM'WHI'LWAWK 1019120V ver larvae,
Thcnve cote noin5alm5sa d aoulFctly Ible NOM tl5 tleSrtev )] miens J6 wronds E¢4ad'snmce of
IS6,SOf¢IIo Ne POMTOF BEOBJNINOwdmavimng 3157E u,naflvndure,lu'tI nlhc mtl
,card humid,.
SURVEYOWSCERTIFICATE
That I,Grs., an Qualls and
be a.. pares, rsonal menu d[Fatthecornermonumeelashow
Thereonware p aperly poll.laatlantler my personal supelyson.'n aa'oAancewIF the Suhd'v scan
gegulatlons of ha
[ityol Anna, iexaz.
Dated the lure way°f 2OL7
G, Dennis Qualls RIFLE, N04276
STATEOFTESAS 4
COUNTYOFCODIN 4
affORE
d G.OennBthe aOualSl'eeknawn [o No me To''be the person a dofbrerwhose naamiiziubscabeidV[o
tPe foregoing lnstrumenp and acknowledge to me that he executetl the same for the purposes and
considerations merem exp—cdaad In themparry tench butted.
butted.
GIVEN ANDER My HAND AND SEAL OF OFFICE this the
de', on
Notary Public, State d exas
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LOCATION MAP
----
MTST—
OWNERS CERTIFICATE
NOW,THEREFORE KNOW ALL MEN BY THESE PRESENTS.
That, LGI Homes Texas LLC, aning herein byandtFinagh its duly authoiaed agent, does hereby adopt this
APPROVEDdis tlayof
plat tleslgnT ng the pr p 4M NOPTHPOINTECROSSING PHASES EAST a wito the BY of Anna
I��CI of Pnna Texas.
by he [I Coun< t
W ry
Terns anddoas hereby tledlome In fee sm le and to thepublic rise forawa, N is and easements shown
Y st
thereon.The s(reets are tletl'ratetl loB etpwp"' The easeme tr tap asshown, are
dedchim for the publcuse forevee, for[M1e tautensm red ratetl on this plat No bu ldng,fencesmirees shrubs
of a
or h p tmrgrowlM1sshall be mnrtmRed °r placed upon, over oranoss the ease entsaz
Mayor
M1 except thatl tlscape mprovements may be placetl n lantlsmpe easements without Ciry of Anna
wantI ad duties tllby easement, we, also be ..it for the mutual use ad a cmmmodmimm of all rabic
tl[ tl ng W use or using the same unless The easement limits the use to parlcalar affairs, said use by
---
W dil bein submd fate to the ublce andC of Anna sure there) City ofAmem andpublic
p H M
AIIESi:
have dge right to remove and keep removed all. pads f yb Id gs, fences,trees
armFrom,
h b [M1 efts or r wlhswM1chma In an w entl I [ rfe IM the wmWCLon
Dun t pp' g Patmlfng maln[alnln6. reaEing meters andaddingt 'ng all orparts ofther
exprectraw Warner without the necessty at anytime procuring pemisslonfrom anyone
Qry Seact
This approved tabled to all platting ordnances, roes and regulaCons of the Guy a Anna, Texas
WITNESS my hand this the day of 2017
STATEOFTEXII
COUNTY OFCOWN§
BEFORE ME This undersl netl a Nota Public In and for The State of Texas an this day personally appeared
8 rY Ype Y P1,
knew° tome to bet he personantl ed [he
whrthe
sernlitur
regoing nsi ttumen[. antl acknowledgeto me Na[he executetl[hesameforthe purposes and Coils deratlOrts
purposes and corm
[hell nexprersetl antl nNecaparJty Nerern stated
GIVEN UNDER MY HAND AND SI AL OF OFFICE pay the
of_
Notary Pobllq State of Texas
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NOTES: SCALE'J" Jme IIIVVVIIItititilll
i Bve' Fe g Rawnn the Eachbor
(sa m 02 degrees 47 mirinds 34,cro" mnpmme
wxdwm 11370arm court oEl a to LOT HT e LLC S
I dicrompartatImmanent
20150528W06 w60 Dead Mde Collin C ryT NVIM he SAMUEL MOORE
SURVEY ABSTRACT NO 6 J C 11 C ry Tv a M1 ROBERT WHITAKER
GJAVEI ABSTRACT NO IBII C IIiWrC ly T
2, 1 thaternmeardbyW FLOOD INSURANCE ROTC MAPS far Oman Cons We subject
Fars"'Oar No l nppeat to l'. wi0in a 5pttiel Flood H.wmAn.0pa YnrFImis mrat
2n9 Commwiry Pwel No.40005CwJOJ subjem lost
Brover m IDne K.Irmiaxile E rem
wW,nanidenaRMOroa hvmmerUy ibis FlOoa SNrcmenta°es n°I implytbnt l6xprapenY
wNmswmurcx ifichun will be fin Wm ilamding or dead manage. 0, ten adder m, greaser
Foods can ava will wear and nand ITQmsmar b=Imlemeabr man-made at namml [sure,.
des noon staumenlmminm[itarc Ramllry an Wa ran none snan<rar. '
3. The^ml.rmmn llrre.n leave .tear. annmemm[rrp,a n.rW. ^,.pemnt
IF di area Ern ,n B,e gmwate,;r.'ey, e�biee er'S.B"Sub, �eme ret area
nsl wybe°flecory 0¢Iines vnJ aimemi°nsaf.uiJ pmperryZ., i°ndimN by
tbeplvLThem am novizble cmmabmrnq covFlid; orpm erom exttpl m zhozm.
4. All comers xl me m°numantd wild a 5�8"imn and wish yeBox' plastic sup avmpca
"WHITEHAWK 101911M", wless ord, .noted
OWFENDEVELOPER ENGINEERS
Me N.Mpn nle II LP/LGI Home° Papc Ouwwn Eng .Ile.
1450 Lvke Rabbis Dr. Suite 430 r]w W Plwo Parkway Suite bad
Lou WooJlw3 Texas Plena Trans,
Tat 181-362-0998 To 21442ownse
FINAL PLAT
NORTHPOINTE CROSSING
PHASE 3 EAST
LOTS 1-2, BLOCK L LOTS 1-20, BLOCK M
LOTS 1-6, BLOCK 0 LOTS 1-11, BLOCK R
LOTS 1-12, BLOCK S LOTS 1-30, BLOCK T
LOTS 1-27, BLOCK V LOTS 1-23, BLOCK W
AN ADDITION TO THE CITY OF ANNA. COWN COUNTY,
TEXAS 31.572 ACRES SITUATED IN THE
SAMUEL MOORE SURVEY, ABSTRACT No. 627
r ewfiij& IfaWk
'ENGINEERING AND DESIGN
309 South Jupiter Road, Suite 200
Allen, TX 75002 PH: (469) 342-6844
TBPLS FIRM NO. 10191200
jPAPE -DAWSON
ENGINEERS
March y_ 2017
Mr. Joseph Juhnsun
virector of Public Works
City of Anna
3223 North Powell Parkway
Anna, Texas 75409-0776
KE: Northpointe Crossing Phase 3 — No Adverse lmpact
Mr. Johnson,
In accordance with Part III -A, Article J.11.U3 (b) ut the Anna City Code of Urdinances, "any
Application by a Property Uwner for development that will affect downstream property; the
Property Ow„r, shall fuiuish the City with a letter signed by a "texas Professional Engineer stating
that the development as designed will not damage downstream property due to the development's
impact on ott-site drainage."
In Section V1 of the Norihpointe Crossing Phase 111 Flood Study dated February 6`h ,2017. the
report stamp:1 hC ,csu[S 1 Of this cZuu S,� ly ' show [hc „► Phase Ill inip,oveents will have no adverse
impact to water surface elevations or velocities to downstream or upstream property owner".
l herelure, please consider this letter as the Property Uwner's formal statement that the
development as designed will not damage downstream property due to the development's impact
on off-sim d,uii,asC.
Sincerely,
Pape -Dawson Lngineers, Inc.
[L.
Ja on K. hlms
ice Presiden
Cc: Chuck dirt (LUI Homes — Texas, LLC)
Texas Board of Professional Engineers, Firm Registrat-on #470
1)aIIas , 5an Antonio A.si,n I Moaston I Fort worm
Tran5pumadnm I WaEer Resources I lan'a Oevelupmenz I SarvCyl'ny I EnVirni-muncal
5700 W Plano Pkwy., Suitie 2500, Plano, TX 75093 T: 214.420.8494 www.Pape-Oawson.com
Item No. 7.
1
Planning Commission
Agenda
Staff Report
Meeting Date: 5/1 /2017
Staff Contact: Maurice
Schwanke
YtOURI HOMETOWN
AGENDA ITEM:
A) Conduct a public hearing to consider public comments regarding a request by The
Anna Community Development Corporation, owner(s) of the property, to revise the
existing PD (323-2007) zoning. The property is currently zoned as (PD) Planned
Development for residential and commercial uses. The owner(s) of the property are
requesting to change portion of the property to allow PD-Business Park Uses. The
property is located at the northeast corner of Highway 5 and the Collin County Outer
Loop.
B) Consider/Discuss/Act on recommendation regarding a request by owner of the
property to change zoning from Planned Development (PD 323-2007) to PD-
Business Park Uses. The property is located at the northeast corner of Highway 5 and
the Collin County Outer Loop.
SUMMARY:
The property is currently zoned as PD 323-2007. The Anna Community Development
Corporation owns 85.571 acres and is requesting to change the zoning on their ownership to PD-
Business Park uses. The property is generally located at the northeast corner of Highway 5 and
the Collin County Outer Loop. This tract is in the Employment Center District of Anna's
Comprehensive Plan.
STAFF RECOMMENDATION:
The staff is recommending approval of the zoning change.
ATTACHMENTS:
Description Upload Date Type
Location Map 4/27/2017 Exhibit
Ordiance 4/28/2017 Ordinance
L;. t
7rDRD"p////
�
1-1
',o� SITE
COLLIN COUNTY OUTER LOOP
5)
CITY OF ANNA, TEXAS
ORDINANCE NO.
ANNA BUSINESS PARK
"Planned Development- " ("PD")
Northeast corner of Highway 5 and Collin County Outer Loop
AN ORDINANCE OF THE CITY OF ANNA, TEXAS AMENDING THE CITY'S COMPREHENSIVE
PLAN, ZONING MAP, AND ZONING ORDINANCE AND CHANGING THE ZONING OF CERTAIN
PROPERTY AS DESCRIBED HEREIN; PROVIDING FOR SAVINGS, REPEALING AND
SEVERABILITY CLAUSES; PROVIDING FOR AN EFFECTIVE DATE; PROVIDING FOR A PENALTY
CLAUSE NOT TO EXCEED $2,000 OR THE HIGHEST PENALTY AMOUNT ALLOWED BY LAW,
WHICHEVER IS LESS; AND, PROVIDING FOR THE PUBLICATION OF THE CAPTION HEREOF.
WHEREAS, the City of Anna, Texas ("City") has previously adopted ordinances, rules and
regulations governing the zoning in the City; and
WHEREAS, the City has received a requested zoning change on Property described in Exhibit
A ("Property") attached hereto and incorporated herein for all purposes as if set forth in
full; and
WHEREAS, said Property general located at the Northeast corner of Highway 5 and the
Collin County Outer Loop revising the existing "PD 323-2007" as amended to refine the
Building area requirements; and
WHEREAS, the Planning and Zoning Commission of the City and the City Council of the City
of Anna ("City Council") have given the requisite notices by publication and otherwise and
have held the public hearings as required by law and afforded a full and fair hearing to all
property owners and generally to all persons interested in and situated in the affected area
and in the vicinity thereof, the City Council has concluded that the Zoning Ordinance of the
City should be amended as set forth below.
NOW, THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF ANNA, TEXAS
THAT:
Section 1. Recitals Incorporated
The above recitals are incorporated herein by reference for all purposes.
Section 2. Zoning Change
The Comprehensive Plan of the City and City of Anna Ordinance No. 116-2003 as amended
and codified as Part III-C of The Anna City Code of Ordinances are hereby amended by
1
changing the zoning of the Property described in Exhibit A modifying the existing PD 179-
2005 as amended with revisions to the Building area requirements.
Planned Development — Anna Business Park
A. The property shall be zoned Planned Development - (PD- ). Development within
the planned development district shall be governed by the following regulations and in
accordance with Section 30 (PD-Planned Development) of the City of Anna Zoning Ordinance.
B. Definitions:
1. Light Intensity Manufacturing — Indoor assembly and manufacturing of finished products
or parts from previously prepared materials and parts. Fabrication may be used in
limited form to shape or define the final product, but shall not comprise the primary
activity of such operations.
2. Medium Intensity Manufacturing — Manufacturing of finished products and component
products or parts including the transportation, treatment or processing of materials or
substances, exclusive of basic industrial processing.
C. Permitted Uses:
The following listed uses are allowed by right or by specific use permit.
1. Uses allowed by Right
i. Bakery and confectionary, commercial
ii. Concrete, asphalt batching plant (temporary during onsite construction activity)
iii. Cosmetic Manufacture
iv. Electrical appliances, supplies and machinery, assembly or manufacture
V. Electronic products, assembly
vi. Electronic products, manufacturing
vii. Food products processing
viii. Furniture and upholstery manufacture
ix. General commercial plant
X. General manufacturing
xi. Glass products manufacturing
xii. Laboratory, scientific or research
xiii. Office center
xiv. Office, professional or general administrative
xv. Office-showroom/warehouse
xvi. Orthopedic or medial appliance manufacture
xvii. Sporting and athletic equipment manufacture
xviii. Storage/Wholesale Warehouse, light
xix. Tools or hardware manufacture
xx. Toys and novelty products manufacture
xxi. Light Intensity Manufacturing
2. Uses allowed by Specific Use Permit
i. Dairy products processing, manufacturing
ii. Electrical substation
2
iii. Hospital (acute care)
iv. Heliport or helistop
V. Laboratory, medical or dental
vi. Commercial printing
vii. Radio, TV or microwave oper., commercial (1) - (must comply with Section 34.03)
viii. Transit Station or turnaround
ix. Medium Intensity Manufacturing
D. Building Height and Area Regulations
i. Maximum Height — 45 feet; up to 50 feet with approval by the Fire Chief
ii. Minimum Front Yard — 25 feet; 25 feet when the lot abuts or is across a street or alley
from property in a residential or commercial district.
iii. Minimum Side Yard (Interior Lot) — None
iv. Minimum Side Yard (Corner Lot) — 25 feet
V. Minimum Rear Yard — None; 25 feet when abutting a district requiring a rear yard.
vi. Minimum Lot Area — 40,000 square feet
vii. Minimum Lot Width —100 feet
viii. Minimum Lot Depth — none
ix. Maximum Lot Coverage — 50%; 70% with parking garage
E. Building Facade and Design Requirements
All building facades shall conform to the following design and building material requirements:
In addition to window and door glazing, 100% of all building facades shall consist of brick,
stone, split face block, or precast concrete. A minimum of two of these materials shall be
used on the front and side facades.
ii. Exposed aggregate stone or pebble textures shall not be used for precast concrete panels.
Precast concrete panels on all sides of the building shall be scored or seamed to provide a
repeating pattern.
iii. Metal exterior walls are prohibited. Metal panels may be used only as architectural accents,
awnings and canopies.
iv. Buildings shall be articulated at all entrances facing streets by a minimum of two offsets
(fagade articulations that extend outward from the building must be set back at some point
in a corresponding manner) in the facade of a minimum 4 feet in depth. Each offset shall
extend a minimum of 20 feet in length. The elements used for articulation must extend to
the parapet of the building. Building entrances shall be covered by an awning or canopy.
3
V. Windows and/or glass shall not exceed 20% reflectivity and shall comply with adopted
Building Code energy requirements.
vi. Parking garages shall utilize the same accent materials and colors as the main building.
F. Screening Requirements
i. Loading docks and dock doors shall be screened from view of streets by solid masonry, tilt
wall or split face block wall. The Planning and Zoning Commission may approve a solid
landscape screen of irrigated shrubs a minimum of 6 feet in height at the time of planting
and reaching 10 feet in height within a few years as an alternative screening device.
ii. All outdoor storage shall be screened with a minimum 8 foot tall screening wall.
iii. Dumpsters and compactors shall be screened in accordance with Section 40 of the City of
Anna Zoning Ordinance.
iv. Rooftop and ground -mounted mechanical units, generators and HVAC equipment must be
screened in accordance with Section 40 of the City of Anna Zoning Ordinance. The line of
sight for screening of rooftop mechanical units shall be measured at the property line and
five feet and five inches (5' 5") from the ground.
G. Landscaping
i. Landscaping within the planned development shall comply with Part III-E (Landscape
Regulations) of the City of Anna Code of Ordinances.
H. Off -Street Parking and Loading Requirements
i. Off-street parking shall be provided in accordance with the specific uses as set forth in
Section 38 of the City of Anna Code of Ordinances.
ii. The design and orientation of building(s) shall minimize the exposure of loading and trash
collection areas from adjacent streets and properties. No loading spaces shall face streets.
Loading areas must be screened as required by Section F i above. Overnight trailer and
shipping container storage is prohibited unless being actively loaded or unloaded. Only two
trailers or shipping containers may be stacked during loading and unloading.
I. Signage
i. Signs shall comply with the requirements of the City of Anna Sign Ordinance (as amended);
however, pole signs and window signs are prohibited.
J. Other Requirements:
i. The Thoroughfare Overlay (THOR) District shall apply as described to properties within the
Planned Development district within 500 feet of the Collin County Outer Loop and Powell
Parkway (SH 5), except as herein modified.
ii. Daily operations shall be fully enclosed, except that tanks containing gases or other
materials used in a manufacturing process may be installed outside in accordance with
building and fire codes.
4
iii. Outdoor displays of new equipment for sale or lease is allowed.
Section 3. Official Zoning Map
The official Zoning Map of the City shall be corrected to reflect the change in zoning
described herein:
Section 4. Savings, Repealing and Severability Clauses
It is hereby declared to be the intention of the City Council that the words, sentences,
paragraphs, subdivisions, clauses, phrases, and provisions of this ordinance are severable
and, if any phrase, sentence, paragraph, subdivision, clause, or provision of this ordinance
shall be declared unconstitutional or otherwise invalid or inapplicable by the valid judgment
or decree of any court of competent jurisdiction, such unconstitutionality, invalidity or
inapplicability shall not affect any of the remaining words, sentences, paragraphs,
subdivisions, clauses, phrases, or provisions of this ordinance, since the same would have
been enacted by the City Council without the incorporation in this ordinance of any such
unconstitutional, invalid or inapplicable words, sentences, paragraphs, subdivisions, clauses,
phrases, or provisions. Further, all ordinances or parts of ordinances in force when the
provisions of this ordinance become effective that are consistent and do not conflict with
the terms and provisions of this ordinance are hereby ratified to the extent of such
consistency and lack of conflict, and all ordinances or parts of ordinances in force when the
provisions of this ordinance become effective that are inconsistent or in conflict with the
terms and provisions contained in this ordinance are hereby repealed only to the extent of
any such conflict.
Section 5. Penalty
Any violation of any of the terms of this ordinance, whether denominated in this ordinance
as unlawful or not, shall be deemed a misdemeanor. Any person convicted of any such
violation shall be fined in an amount not to exceed $2,000 for each incidence of violation.
Each day a violation exists is considered a separate offense and will be punished separately.
Section 6. Publication of the Caption and Effective Date
This ordinance shall be effective upon its passage by the City Council, approval by the
Mayor, and posting and/or publication, if required by law, of its caption. The City Secretary
is hereby authorized and directed to implement such posting and/or publication.
5
PASSED by the City Council of the City of Anna, Texas this day of 2017.
ATTESTED:
APPROVED:
Carrie L. Smith, City Secretary Mike Crist, Mayor
■
11
Exhibit A - insert preliminary plat
Item No. 8.
3
Planning Commission
Agenda
Staff Report
Meeting Date: 5/1 /2017
Staff Contact: Maurice
Schwanke
YtOURI HOMETOWN
AGENDA ITEM:
Consider/Discuss/Act on recommendation regarding "Anna Business Park"
preliminary plat.
SUMMARY:
The Anna Business Park preliminary plat contains 85.571 acres located in the D.E.W. Babb
Survey, Abstract No. 33. This land is owned by the Anna CDC that was recently purchased and is
currently being rezoned for Business Park uses.
STAFF RECOMMENDATION:
The staff is recommending approval of the preliminary plat.
ATTACHMENTS:
Description Upload Date Type
Location Map 4/27/2017 Exhibit
Plat 4/28/2017 Exhibit
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PRELIMINARY
PLAT L0CATIO)
/ GRANDISON STARK
/ SURVEY
ABSTRACT 798
/
/
/ 40 PGE, LTD.
/ VOL. 5387, PG. 468
D.R.C.C.T.
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/ 60' R.O.W.
DEDICATION
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BLOCK A, LOT 1
/ 51.369 ACRES
(2,237,634 S.F.)
/
/
CITY OF ANNA
INST. NO. 20071004001376120
ANNA TOWN CENTER NO 8/CTS, LTD.
INST. NO. 20141203001315490
O.P.R.C.C.T.
=";I
1743.74
— — — L
L8 BLOCK A, LOT 2
19.045 ACRES
80, (829,600 S.F.)
L13
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L22
7
80'
0.P.R.C.C.T. ANNA BUSINESS PARK
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/ ZONED —RESIDENTIAL
/ L2
,/-1 /2" I.R.F.
5/8" 'C.I.R.F. ,` L6
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1/2" C.I.R.F. 1/2" C.I.R.F.
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421
EASEMENT & ROW - - - -
TXU ELECTRIC COMPANY
VOL. 4951, PG. 833
- D.R.C.C.T. - -
1/2" C.I.R.F. tAJtMtN I & KUW
/ TEXAS POWER AND LIGHT COMPANY
/VOL. 1359, PG. 335
D.R.C.C.T.
/
NECOLLIN COUNTY TOLL ROAD AUTHORITY
INST. NO. 20090317000307070
O.P.R.C.C.T.
N89'04'41 "W.
2530.22
COLLIN COUNTY OUTER LOOP
(RIGHT—OF—WAY UNRECORDED)
TRACT 1, PARCEL 2
COLLIN COUNTY TOLL ROAD AUTHORITY
INST. NO. 20110222000194360
O.P.R.C.C.T.
........... ......... . . .:: :: ... .... ......
LEGEND
---- - -------- S
; ... :...: :::>:;:::>:
c » L R. F."
IRON ROD FOUND
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C "C.I.R.F"
CAPPED IRON ROD FOUND
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O "I.R.C.N.F."
IRON ROD CALLED BUT
..............
.;:
......
NOT FOUND
... ' . . . ........
O.P.R.C.C.T.
ORIGINAL PROPERTY RECORDS
LOCATION MAP
OF COLLIN COUNTY, TEXAS
NOT TO SCALE
INST. NO.
INSTRUMENT NUMBER
I.R.C.N.F.
ABST. 798
1 ABST—
I I I.R.C.N.F.
II
II
�I
II
15'
30' SANITARY SEWER EASEMENT
INST. NO. 20150422000453060
0*P.R.C.C.T.
L12 I I S00'48'25"W
L11 1346.23
II
II
L14 I
BLOCK A, LOT 3
7 06 ACRES
Ld
(307,534 S.F.)
U
Q
L17 I I
5/8"
I.R.C.N.F.
S55'24'07"E
I
316.51
v
\
Z
N L16 L15
5/8"
\ I.R.C.N.F.
ir
BLOCK A, LOT 3
L18 SOO'55'19"W
Leo_ _ 3.624 ACRES
I 224.46
(157,861 S.F.)
L19
647.04'
I ,
TRACT 2, PARCEL 2
COLLIN COUNTY TOLL ROAD AUTHORITY
INST. NO. 20110222000194360
O.P.R.C.C.T.
1. BEARINGS AND DISTANCES CITED IN THIS PLAT DESCRIPTION
ARE BASED ON THE TEXAS STATE PLANE COORDINATE SYSTEM,
NAD-83, TEXAS NORTH CENTRAL ZONE 4202.
2. THE PROPERTY SHOWN HEREON IS LOCATED IN ZONE "X"
WHICH IS NOT A FLOOD HAZARD ARE ACCORDING TO MAP NO.
48085CO160J, DATED JUNE 02, 2009 OF THE NATIONAL INSURANCE
RATE MAP, PREPARED BY THE FEDERAL EMERGENCY
MANAGEMENT AGENCY. THIS STATEMENT SHALL NOT CREATE
LIABILITY ON THE PART OF THE SURVEYOR.
3. NO PUBLIC IMPROVEMENTS ARE PROPOSED WITH THIS
PRELIMINARY PLAT. ANY FUTURE DEVELOPMENT WILL BE
REQUIRED TO DESIGN THEIR SITE WITH NO ADVERSE IMPACT TO
UPSTREAM OR DOWNSTREAM PROPERTIES.
5/8"
I.R.C.N.F.
HARLAN PROPERTIES, INC.
75.673 ACRE REMAINDER OF A
CALLED 161.2440 ACRES
INST. NO. 20121228001650300
O.P.R.C.C.T.
TRACT 2, PARCEL 1
COLLIN COUNTY TOLL ROAD AUTHORITY
INST. NO. 20110222000194360
O.P.R.C.C.T.
®
•:
•1' 11 11
'
11' 11 11
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LEGAL DESCRIPTION:
Being a 85.571 acre part of a called 161.2440 acre Tract 124 of the D.E.W. Babb Survey,
Abstract Number 33, situated in Collin County, Texas, said 161.2440 acre Tract 124 being a
remainder of a called 361.545 acre tract of land described by deed to Harlan Properties, Inc.,
recorded in Instrument Number 20121228001650300 of the Official Property Records of Collin
County, Texas (O.P.R.C.C.T.), and being more particularly described as follows;
BEGINNING at a 1/2 inch iron rod found for the northwest corner of said 161.2440 acre tract
lying on the northerly edge of County Road 421, a 30—foot wide undedicated gravel road, also
lying on the easterly line of a tract of land describe by deed to Dallas Area Rapid Transit,
recorded in Document Number 2001-0078323 of the O.P.R.C.C.T., the southwest corner of a tract
of land described by deed to 40 PGE, LTD., recorded in Volume 5387, Page 468 of the Deed
Records of Collin County, Texas (D.R.C.C.T.), also lying on the common line of said D.E.W. Babb
Survey and the Grandison Stark Survey, Abstract Number 798;
THENCE S 89'11'36" E, along the common line of said Babb and Stark Survey, also along the
common line of said 161.2440 acre tract and said 40 PGE tract, a distance of 1,743.74 feet to
a called but not found 5/8" iron rod with a cap stamped "R.P.L.S. 5430", said iron rod lying in
the center of a 30—foot wide Sanitary Sewer Easement, recorded in Instrument Number
20150422000453060 of the O.P.R.C.C.T.;
THENCE, through the interior of said 161.2440 acre tract along the center of said 30—foot wide
Sanitary Sewer Easement, the following courses and distances;
S 11*33'57" E, a distance of 61.78 feet to a called but not found 5/8" iron rod with a
cap stamped "R.P.L.S. 5430" for corner;
S 00'48'25" W, a distance of 1,346.23 feet to a called but not found 5/8" iron rod with
a cap stamped "R.P.L.S. 5430" for corner;
S 55'24'07" E, a distance of 316.51 feet to a called but not found 5/8" iron rod with
a cap stamped "R.P.L.S. 5430" for corner;
S 00'55'19" W, a distance of 224.46 feet to a called but not found 5/8" iron rod with
a cap stamped "R.P.L.S. 5430" for corner, lying on the south property line of aid 161.2440
acre tract and on the north line of Collin County Toll Road Authority tract recorded in
Instrument Number 20110222000194360 of the O.P.R.C.C.T.;
THENCE N 89'04'41" W, along the north line of said Collin County Toll Road tract, a distance of
2,530.22 feet to a 1/2" iron rod found with a cap stamped "R.P.L.S. 3700" for the southwest
corner of said 161.2440 acre tract, said iron rod lying on the east line of Collin County Toll Road
Authority tract recorded in Instrument Number 20090317000307070 of the O.P.R.C.C.T.;
THENCE N 00'44'35" W, along the east line of said Toll Road tract, a distance of 207.51 feet to
a 5/8" iron rod found with a cap stamped "R.P.L.S. 5430", said iron rod lying on the easterly
line of the aforementioned Dallas Area Rapid Transit tract;
THENCE N 18'44'49" W, along the easterly line of said Dallas Area Rapid Transit tract, a distance
of 38.85 feet to a 5/8" iron rod found with a cap stamped "R.P.L.S. 5430", said iron rod being
the southwest corner of a tract of land described by deed to the City of Anna recorded in
Instrument Number 20071004001376120 of the O.P.R.C.C.T.;
THENCE S 77'31'27" E, along the south line of said City of Anna tract, a distance of 67.89 feet
to a 1/2" iron rod found for corner with a cap stamped "R.P.L.S. 3700";
THENCE S 89'25'19" E, continuing along the south line of said City of Anna tract, a distance of
224.62 feet to a 1/2" iron rod found for corner with a cap stamped "R.P.L.S. 3700", said iron
rod being the southeast corner of said City of Anna tract;
THENCE N 18'43'54" E, along the east line of said City of Anna tract, a distance of 156.81 feet
to a 1/2" iron rod found, said iron rod being the northeast corner of said City of Anna tract;
THENCE N 89'24'49" W, along the north line of said City of Anna tract, a distance of 295.59
feet to a 5/8" iron rod found with a cap stamped "R.P.L.S. 5430", said iron rod being the
northwest corner of said City of Anna tract, said iron rod also lying on the west property line of
said 161.2440 acre tract and on the easterly line of said Dallas Area Rapid Transit tract;
THENCE N 18'44 49"E, along the easterly line of said Dallas Area Rapid Transit tract, a distance
of 1,495.06 feet to THE POINT OF BEGINNING, containing 85.571 acres (3,727,460 square feet)
of land;
PRELIMINARY PLAT
of
ANNA BUSINESS PARK
BLOCK A, LOTS 19 2 & 3
85.571 ACRE REMAINDER OF A CALLED 161.2440 ACRES
IN THE D.E.W. BABB SURVEY ABSTRACT 33
CITY OF ANNA, COLLIN COUNTY, TEXAS
OWNER: SURVEYOR:
PRELI MI NARY
CITY OF ANNA, TEXAS THIS DOCUMENT SHALL NOT BE BIRKHOFF, HENDRICKS & CARTER, L.L.P.
111 N. POWELL PARKWAY RECORDED FOR ANY PURPOSE AND SHALL TxBPLS Firm No. 10031800
ANNA, TX 75409 NOT BE USED OR VIEWED OR RELIED 11910 Greenville Ave., Suite 600
(972)924-3325 UPON AS A FINAL SURVEY DOCUMENT. Dallas, Texas 75243
Tel. No. (214) 361-7900
0 200 400 600 GARY C. HENDRICKS, R.P.L.S. Fax No. (214) 461-8390
NO. 5073
Date: March 2017 DATE: March 2017 SHEET 1 OF 1
HORIZONTAL SCALE IN FEET
REVISED: 3/27/17 — AVercruysse H:\Projects\Anna\4013-104\Easement Plats\Plats\4013-104 Anna Business Park Plat.dwg PLOT SCALE: 1:2 PLOT STYLE: 11x17.ctb PLOTTED BY: AVercruysse ON 3/27/2017
Item No. 9.
Planning Commission
Agenda
Staff Report
Meeting Date: 5/1 /2017
Staff Contact: Maurice
Schwanke
YtOURI HOMETOWN
AGENDA ITEM:
Minutes
SUMMARY:
STAFF RECOMMENDATION: