HomeMy WebLinkAboutPZ Res 2025-10-0181 One Community Church, Block A, Lot 1, Site Plan (SP 25-0010)O>
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66
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665
65
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65
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66
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662
663
664
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645645
645
645
650
643
643644
644
646
646
646
646
647
648
649
651
652
653
654
100
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100Y
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100Y
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100
Y
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10
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Y
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100YR FP
100
Y
R
F
P
100
Y
R
F
P
10
0
Y
R
F
P
100
Y
R
F
P
100
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R
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100Y
R
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100YR
F
P
100
Y
R
F
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10
0
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R
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F
P
10
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R
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10
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R
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10
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R
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10
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10
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10
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10
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R
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P
100YR
F
P
10
0
Y
R
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100
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100
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100
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100
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FFE=657.33
FFE=655.34
FFE=655.36
664.49
FL 24IN RCP
663.36
FL 24IN RCP
WATERMAIN SIGN
FIBER OPTIC SIGN
NO PARKING SIGN
HWY SIGN
RIP-RAP
BASKETBALL
HALF COURT
ASPHALT DRIVE
AS
P
H
A
L
T
D
R
I
V
E
U.
S
.
H
I
G
H
W
A
Y
7
5
(V
A
R
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EXISTING 2-STORY
BRICK BUILDING
FIRE PIT
BARBED WIRE FENCE
BARBED WIRE FENCE
HOG WIRE FENCE
HOG WIRE FENCE
1-STORY
WOOD SHED
DRAINAGE EASEMENT FOR
HIGHWAY PURPOSES
DOC.20150310000260060
O.P.R.C.C.T.
ONE COMMUNITY CHURCH
A CALLED 9.81 ACRES
C.C.# 2024000066066
O.P.R.C.C.T.
ONE COMMUNITY CHURCH
A CALLED 4.90 ACRES
C.C.# 2024000046807
O.P.R.C.C.T.
CO
U
N
T
Y
R
O
A
D
9
1
6
(6
0
-
F
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O
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-
W
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)
WOODLAND MEADWOWS
CAB. C, PG. 713
P.R.C.C.T.
LOT 38
CITY OF ANNA ETJ LOT 31
LOT 40
WOODLAND MEADWOWS
CAB. C, PG. 713
P.R.C.C.T.
LOT 39
N0
4
°
5
2
'
2
2
"
E
S88°59'00"E
N1
3
°
3
1
'
5
6
"
E
N0
8
°
4
7
'
5
7
"
W
N0
6
°
4
2
'
2
6
"
W
45
.
9
6
'
14
0
.
9
8
'
18
9
.
9
3
'
608.29'
421.55'
95
8
.
8
1
'
S89°02'33"E
76
.
7
6
'
20
'
L
A
N
D
S
C
A
P
E
B
U
F
F
E
R
50
'
B
U
I
L
D
I
N
G
S
E
T
B
A
C
K
5' LANDSCAPE BUFFER
10' BUILDING SETBACK
10
'
L
A
N
D
S
C
A
P
E
B
U
F
F
E
R
25
'
B
U
I
L
D
I
N
G
S
E
T
B
A
C
K
30' WATER EASEMENT
INST. NO. 20160817001077750
BARBED
WIRE FENCE
Wx
Wx
Wx
Wx
Wx
Wx
Wx
Wx
Wx
Wx
Wx
Wx
Wx
Wx
ZO
N
E
"
A
"
ZO
N
E
"
X
"
21.5'
18.5'24'20.5'
31
'
24
.
5
'
18
.
5
'
25'
PROPOSED FIRE
LANE, ACCESS &
UTILITY EASEMENT
13.2
'
30'
40'
9.5
'
8'
9.5
'
18.5
'
9.1
'
25'
R54
.
5
'
(
R
L
)
R9
.
5
'
24
.
5
'
18
.
5
'
18 SPACES @ 163'
R54' (FL)
R29
.
5
'
(
F
L
)
R29.5
'
(
F
L
)
R5
4
.
5
'
(
F
L
)
R2
9
.
5
'
(
F
L
)
R9.5'
R9.5
'
24'
40'
25'
6.3
'
R54.5'
R9.
5
'
R9.5'
R9.
5
'
R9.5'
R9
.
5
'
R30
'
(
R
L
)
R3
4
.
5
'
R9
.
5
'
R9.5'
R9.
5
'R9.
5
'
R9.5
'
R9
.
5
'
R4.
5
'
R9.5'
R9.5'
R62
.
5
'
R49
.
5
'
R19.5'
R34.5'
R5'
(
F
C
)
R5' (F
C
)
R19.5'
R34.5
'
R5' (
F
C
)
R5
'
(
F
C
)
R19.5'
R1
9
.
5
'
R2
9
.
5
'
(
F
L
)
25'
25'
18.5
'
24.5
'
128
'
32'
32'
32'
32'
58.5
'
17.5
'70'
13'
25'
21'
18.
5
'
24'
40'
24'
21'
4'
21'
24'
40'
24'
21'
4'
21'
24'
18.
5
'
3.7
'
18.
5
'
25'
R9.5
'
24'
18.5
'
R9
.
5
'
R9.5'
R9
.
5
'
R9.5'
R9
.
5
'
R9.5'
R9.
5
'
R9.5
'
R9
.
5
'
R9.5'
R9.
5
'
R54.5'
R9.5'
R9.5
'
R29.5'
R9.5
'
R9.5
'
R34.5'
R9.5
'
21.5'
21.6'
21.7'
22.8'
21.5'
21.5'
10'
10'
R1.5'(TYP
.
)
R1.5'(TYP
.
)
R1.5'
(TYP.)11'
17
.
5
'
17
.
5
'
17
.
5
'
17
.
5
'
10
'
13'24'
16
'
R1.
5
'
PR
O
P
O
S
E
D
FIR
E
L
A
N
E
,
A
C
C
E
S
S
& U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
PRO
P
O
S
E
D
F
I
R
E
LAN
E
,
A
C
C
E
S
S
&
UTIL
I
T
Y
E
A
S
E
M
E
N
T
25'
9'
21.5'
21.5'
20'
20'
19.
5
'
R9.
5
'
AP
P
R
O
X
I
M
A
T
E
L
Y
9
4
2
'
T
O
CO
U
N
T
Y
R
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A
D
9
1
6
AP
P
R
O
X
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A
T
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L
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2
0
1
'
T
O
NE
X
T
D
R
I
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W
A
Y
657
658
65
9
65
5
652
65
3
65
4
65
6
650
648
649
651
652
653
65
5
66
0
66
5
65
6
65
7
65
8
65
9
66
1
66
2
66
3
66
4
66
6
66
7
67
0
66
6
66
7
66
8
66
9
665
664
666
668
669
655
654
656
657
651
652
653
656
656
657
658
659
655
653
654
656
65
0
649
65
5
65
365
465
665
765
8
65
1
181.
3
'
362
.
3
'
PROPOSED CHURCH
51,561 SF
1 STORY
30' HIGH
MIN. FF = 654.90
40.
2
'
PROPOSED
CONCRETE
PAVEMENT
PROPOSED
CONCRETE
PAVEMENT
PROPOSED
CONCRETE
PAVEMENT
PROPOSED
CONCRETE
PAVEMENT
EXISTING
ASPHALT
PAVEMENT
EXISTING
CONCRETE
PAVEMENT
EXISTING
ASPHALT
PAVEMENT
29
.
5
'
12
S
P
A
C
E
S
@
1
0
9
'
18
S
P
A
C
E
S
@
1
6
8
'
24.5'
18.5'
2
S
P
A
C
E
S
19
'
21
S
P
A
C
E
S
@
1
9
0
'
16 S
P
A
C
E
S
@
1
4
5
'
14 S
P
A
C
E
S
@
1
2
7
'
27 S
P
A
C
E
S
@
2
4
4
'
26 S
P
A
C
E
S
@
2
3
5
'
11'
25'
9.5'
8'
18'
5'
9'
9.5'
8 HA
N
D
I
C
A
P
SPA
C
E
S
14 S
P
A
C
E
S
@
1
2
7
'
9.5'
5'
18'
14'
126.
5
'
18 S
P
A
C
E
S
14 S
P
A
C
E
S
@
1
2
7
'
12 S
P
A
C
E
S
@
1
0
9
'
9.5'
8'
9'
63.5
'
7 SP
A
C
E
S
9.5'
5'
9'
45.5
'
5 SP
A
C
E
S
5 SP
A
C
E
S
@
4
6
'
4 SP
A
C
E
S
@
3
7
'
9
S
P
A
C
E
S
@
8
2
'
5
S
P
A
C
E
S
@
4
6
'
7 SP
A
C
E
S
@
6
4
'
19 SPACES @ 172'
30'
18.5
'
6 S
P
A
C
E
S
@
5
5
'
2 SPCS
19'18
.
5
'
24
'
18
.
5
'
4
S
P
A
C
E
S
@
3
7
'
9 S
P
A
C
E
S
@
8
2
'
9 S
P
A
C
E
S
@
8
2
'
9 S
P
A
C
E
S
@
8
2
'
12
S
P
A
C
E
S
@
1
0
9
'
10
S
P
A
C
E
S
@
9
1
'
27
S
P
A
C
E
S
@
2
4
4
'
PROPOSED
2' FLUME
PROPOSED
2' FLUME
PROPOSED
2' FLUME
R1.5'
(TYP.
)
R1.5'
(TYP.)
MARK SPACE AS
"VAN ACCESSIBLE"
MARK SPACE AS
"VAN ACCESSIBLE"
MARK SPACE AS
"VAN ACCESSIBLE"
80'
12.5
'
PR
O
P
O
S
E
D
L
O
A
D
I
N
G
L.A.
L.A.
L.A.
L.A.
L.A.
L.A.
L.A.
L.A.
L.A.
L.A.
L.A.
L.A.
L.A.
L.A.
L.A.
L.A.
L.A.
L.A.
L.A.
L.A.
L.A.
L.A.
L.A.
L.A.
L.A.
L.A.
L.A.
L.A.
L.A.
L.A.
L.A.
L.A.
L.A.
L.A.
L.A.
L.A.
L.A.
L.A.
L.A.
L.A.
L.A.
L.A.
L.A.
L.A.
L.A.
L.A.
10'
16.4
'
L.A.
10
'215.5'
PROPOSED
WATER METER
PROPOSED
DETECTOR CHECK
PROPOSED 25'
DRAINAGE EASEMENT
PR
O
P
O
S
E
D
FIR
E
L
A
N
E
,
A
C
C
E
S
S
& U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
L.A.
PR
O
P
8
"
W
T
R
PR
O
P
8
"
W
T
R
PROP 8" WTR
PRO
P
8
"
W
T
R
PR
O
P
6
"
S
S
PROP 8" SS
PROPOSED 20x25'
WATER EASEMENT
PROP 10x10'
WATER ESMT
PROP 10x10'
WATER ESMT
PROP 10x10'
WATER ESMT
PROP 10x10'
WATER ESMT
PROP 10x10'
WATER ESMT
1
2
MH
MH
WM
FH
FH
FH
FH
FH
PRO
P
1
0
'
x
5
'
R
B
C
PR
O
P
S
T
O
R
M
PRO
P
S
T
O
R
M
PRO
P
S
T
O
R
M
PRO
P
S
T
O
R
M
PROP STOR
M
PROPOSED
HEADWALL
PROPOSED
HEADWALL
PROPOSED
HEADWALL
PROPOSED
HEADWALL
PROPOSED
INLET
PROPOSED
INLET
PROPOSED
INLET
PROPOSED
INLET
PROPOSED
INLET
177.
9
'
PROPOSED
RETAINING
WALL
(VARYING HEIGHT 3.3' MAX)
FUTURE
PICKLE BALL
COURTS
76'
PROP DUMPSTER AREA
WITH 7' MASONRY SCREENING
WALL TO MATCH BUILDING
WITH 7' SOLID METAL GATES
PROP ADA
RAMP
PROP ADA
RAMP
PROP
RAMP
PROP
RAMP
PROP ADA
RAMP
PROP ADA
RAMP
PROP ADA
RAMP
9'
9'
PRO
P
W
A
L
K
PRO
P
W
A
L
K
PRO
P
W
A
L
K
5'PROP
RAMP
PROP
RAMP
PROP
RAMP
PRO
P
W
A
L
K
5'
FU
T
U
R
E
W
A
L
K
6'
PROPOSED
WHEEL STOP
PROPOSED
WHEEL STOP
PROPOSED
WHEEL STOP
ONE COMMUNITY CHURCH - ANNA
BLOCK A, LOT 1
14.709 ACRES (640,740 SF)
PROPOSED
CONCRETE
RIP-RAP
25
1
'
15'
111.
7
'
3.5
'
PROPOSED
RETAINING
WALL
(VARYING
HEIGHT
5.7' MAX)
PROPOSED
RETAINING
WALL
PROPOSED
INLET
R1.5'
R1.
5
'
25
'
9.6'
PROPOSED
INLET
PROPOSED LIGHT
POLE (TYP.) REFER
TO MEP PLANS
PROPOSED LIGHT
POLE (TYP.) REFER
TO MEP PLANS
PROPOSED LIGHT
POLE (TYP.) REFER
TO MEP PLANS
R1
.
5
'
(T
Y
P
.
)
R9.5'
R9
.
5
'
24.
5
'
18.
5
'
R5
4
'
(
F
L
)
R54
.
5
'
(
F
L
)
R2
9
.
5
'
(
F
L
)
R2
9
.
5
'
(
F
L
)
R29.5'
PROPOSED
RIGHT TURN LANE
R2
9
.
5
'
(
F
L
)
PROP TREE
WELL
PROP TREE
WELL
PROP TREE
WELL
PROP TREE
WELL PROP 2'x4'x2'
LIMESTONE
BLOCK (TYP)
IF DEDUCT ALTERNATE FOR GYM IS
SELECTED, CONSTRUCT 8' WIDE
CONCRETE SIDEWALK ADJACENT TO
BUILDING
10
0
'
T
R
A
N
S
I
T
I
O
N
17
0
.
2
'
S
T
O
R
A
G
E
PR
O
P
O
S
E
D
D
E
C
E
L
E
R
A
T
I
O
N
L
A
N
E
R54' (FL
)
R30' (FL)
R29.5' (FL)
R29.5' (FL)
650649
DOUBLE
CLEAN OUT
R30
'
(
R
L
)
PROP 2'x4'x2'
LIMESTONE
BLOCK (TYP)
1 SPACE
4 HA
N
D
I
C
A
P
SPA
C
E
S
R54
.
5
'
(
F
L
)
PROPOSED DECELERATION
LANE. REFER TO TXDOT PLANS
PROP
CANOPY
PROP
CANOPY
25'x25' VAM EASEMENT (TYP.)
NO APPURTENANCE
BETWEEN THE HEIGHT OF
2.5' AND 10' MAY BE PLACED
WITHIN THE VAM EASEMENT
La
s
t
S
a
v
e
d
b
y
:
AW
S
a
m
u
e
l
s
o
n
La
s
t
S
a
v
e
d
:
10
/
7
/
2
0
2
5
3
:
5
2
P
M
Pl
o
t
D
a
t
e
/
T
i
m
e
:
10
/
7
/
2
0
2
5
3
:
5
4
P
M
Dr
a
w
i
n
g
:
N:
\
0
0
5
8
4
7
9
.
0
0
\
0
6
C
A
D
\
D
W
G
\
S
i
t
e
D
e
s
i
g
n
C
3
D
\
S
h
e
e
t
s
\
0
0
5
8
4
7
9
-
C
-
D
I
M
S
NO.DATE REVISION
DESIGN DRAWN DATESCALE FILE SHEET No.REVIEWER
ON
E
C
O
M
M
U
N
I
T
Y
C
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ONE COMMUNITY CHURCH
CITY OF ANNA, COLLIN COUNTY, TEXAS
ONE COMMUNITY CHURCH - ANNA
AWS WTW AWS SEPTEMBER
2025
2901 DALLAS PARKWAY, STE 400
PLANO, TX 75093
T:214.473.4640
Westwood Professional Services, Inc.westwoodps.com
BENCHMARKS
BENCHMARK #1 - X-CUT ON A HEADWALL
APPROXIMATELY 1200' SOUTH OF THE INTERSECTION
OF COUNTY ROAD 916 AND NORTH CENTRAL
EXPRESSWAY.
ELEVATION = 667.02
BENCHMARK #2 - X-CUT ON A HEADWALL
APPROXIMATELY 11536' NORTH OF THE INTERSECTION
OF WEST FOSTER CROSSING ROAD AND NORTH
CENTRAL EXPRESSWAY.
ELEVATION = 647.09
BENCHMARK #3 - MAG NAIL IN ASPHALT ON THE EAST
SIDE OF COUNTY ROAD 916 APPROXIMATELY 747'
SOUTH OF THE POINT WHICH EAST-WEST BOUND
COUNTY ROAD TURNS NORTH-SOUTH BOUND.
ELEVATION = 660.22
NOTE: THE CONTRACTOR SHALL CONTACT THE FOLLOWING
AT LEAST 48 HOURS PRIOR TO EXCAVATING IN THIS AREA:
972-881-4161
1-800-711-9112
ATMOS GAS
TXU ELECTRIC DELIVERY
TEXAS 811 1-800-344-8377
CONTRACTOR TO FIELD VERIFY ALL EXISTING UTILITIES
VERTICALLY AND HORIZONTALLY PRIOR TO CONSTRUCTION.
CITY OF ______________972-924-3325
CITY OF ______________ WATER DEPT.972-924-2432
ANNA
ANNA
PROPOSED FIRELANE
ACCESSIBLE CROSSWALK
PROP. ACCESSIBLE ROUTE
NOTES:
1.ALL DIMENSIONS ARE TO BACK OF CURB, FACE OF WALL,
FACE OF BUILDING, CENTER OF STRIPING, OR PROPERTY
LINE UNLESS OTHERWISE NOTED.
2.REFER TO ARCHITECTURAL AND STRUCTURAL PLANS FOR
BUILDING AND DUMPSTER ENCLOSURE LAYOUT AND DESIGN.
3.REFER TO LANDSCAPE PLANS FOR FENCE AND HARDSCAPE
LAYOUT AND DESIGN.
4.ALL MECHANICAL EQUIPMENT, DUMPSTERS, ROOFTOP UNITS,
ETC SHALL BE SCREENED IN COMPLIANCE WITH THE ZONING
ORDINANCE.
5.ALL LIGHTING SHALL COMPLY WITH THE ZONING ORDINANCE.
6.ALL PROPOSED RAMPS TO FOLLOW THE ARCHITECTURAL
BARRIERS TEXAS ACCESSIBILITY STANDARDS (TAS).
LEGEND
PROPERTY LINE
EASEMENT LINE
RIGHT-OF-WAY LINE
BUILDING SETBACK LINE
BACK OF CURB LINE
EDGE OF PAVEMENT LINE
O>O>O>
PROP. LANDSCAPE AREAL.A.
RETAINING WALL
N
S
EWWES
T
WOO
D
SITE PLAN (1 OF 2)
C1.03
MATCHLINE - SHEET C1.04
14.709 ACRES (640,740 SF)
LOCATED IN THE JOHNSON SURVEY ABSTRACT #479
& THE W.E. THROCKMORTON SURVEY ABSTRACT #898
75
(NOT TO SCALE)
VICINITY MAP
SITE
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CRE
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Cemetery
Highland
Taylor Blvd
W White St
U
S
H
i
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h
w
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y
7
5
W Foster Crossing Rd
W Outer Loop Rd
Crossing Rd
S P
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Mc
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S
t
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91
6
W Foster
WATER METER SCHEDULE
NUMBER
1
SIZE
2"
TYPE
DOMESTIC
EXISTING
N.A.
PROPOSED
1
2 2"IRRIGATION N.A.1
SITE DATA SUMMARY TABLE
General Site Data
Zoning (from zoning map)
Land use (from Zoning Ordinance)
Lot Area (square feet & acres)
Building Footprint (square feet)
Building Height (# stories)
Building Height
Lot Coverage (percent-x.xx%)
Parking
Parking Ratio (from Zoning Ordinance)
Required Parking (# spaces)
Total Provided Parking (# spaces)
Accessible Required Parking (# of spaces)
Accessible Provided Parking (# spaces)
SF-20.0
Religious Land Use
640,740 sf - 14.709 acres
51,561
1
8%
3 / 1000 sf
155
612
14
30 FT.
SEWER SIZE
6"
N.A.
ENGINEER / SURVEY:
WESTWOOD PROFESSIONAL SERVICES
ARLYN W. SAMUELSON, P.E.
2901 DALLAS PARKWAY, SUITE 400
PLANO, TEXAS 75093
(214) 473-4640
LANDSCAPE ARCHITECT:
WESTWOOD PROFESSIONAL SERVICES
STEPHANIE ROTHWELL
118 N. OHIO STREET
CELINA, TEXAS 75093
(214) 451-2765
OWNER:
ONE COMMUNITY CHURCH
MATT ANDERSON
2400 STATE HIGHWAY 121
PLANO, TEXAS 75025
(469) 854-1280
ONE COMMUNITY CHURCH - ANNA
BLOCK A, LOT 1
*
*HT. OF TALLEST PARAPET WALL - PEAK OF GABLE ROOF IS
AT 40'-5" (EXEMPT FROM HEIGHT RESTRICTION PER SEC.
9.04.041 (g)(2), ZONING ORDINANCE
ARCHITECT:
HALL ARCHITECTURE STUDIO
DEBORAH SWEENY
5307 E. MOCKINGBIRD LANE, SUITE 660
DALLAS, TEXAS 75206
(972) 757-0747
(2% of total parking) 13
SP 25-0010
APPROVED
October 7, 2025
PLANNING DEPARTMENT
CITY OF ANNA
645
645
650
655
66
0
643
643644
644
646
64
7
64
8
64
9
65
1
65
2
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3
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4
656
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F
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100YR F
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100Y
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100YR
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F
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A-479
JOHNSON
A-898
THROCKMORTON
659.18
FL 24" RCP
658.61
FL 24" RCP
WATERMAIN SIGN
HOG WIRE FENCE
HOG WIRE FENCE
EXISTING
1-STORY
METAL
WORKSHOP
HOG WIRE FENCE
BARBED WIRE FENCE
HOG WIRE FENCE
1-STORY
METAL
BUILDING
ANNA KSH FARMS LLC (80% OWNERSHIP INTEREST)
PRASHANTHI KOWKUTLA (10% OWNERSHIP INTEREST)
PAWAN CHENNAMANENI (10% OWNERSHIP INTEREST)
A CALLED 4.3905 ACRES
C.C.# 20220318000438100
O.P.R.C.C.T.
ZONE: SF-E
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LOT 40
ONE COMMUNITY CHURCH
A CALLED 9.81 ACRES
C.C.# 2024000066066
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INST. NO. 20160817001077750
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THROCKMORTON
CREEK
PROPOSED
CONCRETE
PAVEMENT
PROPOSED
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PAVEMENT
PROPOSED
CONCRETE
PAVEMENT
EX
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18
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@
1
6
3
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9 SPACES @ 82'10'8 SPACES @ 73'
19 SPACES @ 172'
17 SPACES @ 154'
12 SPACES @ 109'
13 SPACES @ 118'
16 S
P
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E
S
@
1
4
5
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PRO
P
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L.A.
L.A.
L.A.L.A.
L.A.
L.A.
L.A.
L.A.
L.A.
L.A.
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PRO
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177.
9
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177.
9
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22
.
4
'
246
.
7
'
38
.
6
'
PROPOSED
RETAINING WALL
PROPOSED
HEADWALL
PROPOSED EROSION
HAZARD SETBACK
PROPOSED EROSION
HAZARD SETBACK &
FLOODPLAIN
EASEMENT
76'
PRO
P
W
A
L
K
5'
8'
PR
O
P
W
A
L
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25'
5'
8'
100 YR FLOODPLAIN
(PER FLOOD STUDY BY
WESTWOOD PS)
25'
R9.5'
R29
.
5
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(
F
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)
PROPOSED INLET
PR
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P
S
A
N
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A
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S
E
W
E
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95
.
5
'
95
.
5
'
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5
'
(
F
L
)
R29
.
5
'
(
F
L
)
28 SPACES @ 253'
R2
9
.
5
'
(
F
L
)
R4.5
'
R4.5
'
19'
R9.5
'
R9.5'
R9.
5
'
R9.5'
R9.5
'
R1.5'(TYP.)
R29.5
'
(
F
L
)
R9.5'
R9.5'
R9.
5
'
R9.5'
11 SPACES @ 100'10 SPACES @ 91'
PROPOSED
RETAINING WALL
21.5'
10
0
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S
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T
I
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0
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S
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A
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N
L
A
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E
10'
10'
R29.5' (FL)
18
S
P
A
C
E
S
@
1
6
3
'
18.5
'
(TY
P
)
R30'
(
F
L
)
R54'
(
F
L
)
R54
'
(
F
L
)
PROPOSED
HEADWALL
PROPOSED
INLET 640
645
650
650
637
638
639
641
642
643
644
646
647
648
649
651
651
640
645
650
63
6
637
638
639
641
641
642
642
643
64
3
644
646
647
648
649
PROPOSED
CONCRETE HEADER
PROPOSED DECELERATION LANE.
REFER TO TXDOT PLANS
25'x25' VAM EASEMENT (TYP.)
NO APPURTENANCE
BETWEEN THE HEIGHT OF
2.5' AND 10' MAY BE PLACED
WITHIN THE VAM EASEMENT
PROPOSED
FLOODPLAIN
EASEMENT
PROPOSED
FLOODPLAIN
EASEMENT
La
s
t
S
a
v
e
d
b
y
:
AW
S
a
m
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l
s
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n
La
s
t
S
a
v
e
d
:
10
/
7
/
2
0
2
5
3
:
5
2
P
M
Pl
o
t
D
a
t
e
/
T
i
m
e
:
10
/
7
/
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5
3
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3
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M
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w
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g
:
N:
\
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0
5
8
4
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9
.
0
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e
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0
0
5
8
4
7
9
-
C
-
D
I
M
S
NO.DATE REVISION
DESIGN DRAWN DATESCALE FILE SHEET No.REVIEWER
ON
E
C
O
M
M
U
N
I
T
Y
C
H
U
R
C
H
ONE COMMUNITY CHURCH
CITY OF ANNA, COLLIN COUNTY, TEXAS
ONE COMMUNITY CHURCH - ANNA
AWS WTW AWS SEPTEMBER
2025
2901 DALLAS PARKWAY, STE 400
PLANO, TX 75093
T:214.473.4640
Westwood Professional Services, Inc.westwoodps.com
BENCHMARKS
BENCHMARK #1 - X-CUT ON A HEADWALL
APPROXIMATELY 1200' SOUTH OF THE INTERSECTION
OF COUNTY ROAD 916 AND NORTH CENTRAL
EXPRESSWAY.
ELEVATION = 667.02
BENCHMARK #2 - X-CUT ON A HEADWALL
APPROXIMATELY 11536' NORTH OF THE INTERSECTION
OF WEST FOSTER CROSSING ROAD AND NORTH
CENTRAL EXPRESSWAY.
ELEVATION = 647.09
BENCHMARK #3 - MAG NAIL IN ASPHALT ON THE EAST
SIDE OF COUNTY ROAD 916 APPROXIMATELY 747'
SOUTH OF THE POINT WHICH EAST-WEST BOUND
COUNTY ROAD TURNS NORTH-SOUTH BOUND.
ELEVATION = 660.22
NOTE: THE CONTRACTOR SHALL CONTACT THE FOLLOWING
AT LEAST 48 HOURS PRIOR TO EXCAVATING IN THIS AREA:
972-881-4161
1-800-711-9112
ATMOS GAS
TXU ELECTRIC DELIVERY
TEXAS 811 1-800-344-8377
CONTRACTOR TO FIELD VERIFY ALL EXISTING UTILITIES
VERTICALLY AND HORIZONTALLY PRIOR TO CONSTRUCTION.
CITY OF ______________972-924-3325
CITY OF ______________ WATER DEPT.972-924-2432
ANNA
ANNA
PROPOSED FIRELANE
ACCESSIBLE CROSSWALK
PROP. ACCESSIBLE ROUTE
NOTES:
1.ALL DIMENSIONS ARE TO BACK OF CURB, FACE OF WALL,
FACE OF BUILDING, CENTER OF STRIPING, OR PROPERTY
LINE UNLESS OTHERWISE NOTED.
2.REFER TO ARCHITECTURAL AND STRUCTURAL PLANS FOR
BUILDING AND DUMPSTER ENCLOSURE LAYOUT AND DESIGN.
3.REFER TO LANDSCAPE PLANS FOR FENCE AND HARDSCAPE
LAYOUT AND DESIGN.
4.ALL MECHANICAL EQUIPMENT, DUMPSTERS, ROOFTOP UNITS,
ETC SHALL BE SCREENED IN COMPLIANCE WITH THE ZONING
ORDINANCE.
5.ALL LIGHTING SHALL COMPLY WITH THE ZONING ORDINANCE.
6.ALL PROPOSED RAMPS TO FOLLOW THE ARCHITECTURAL
BARRIERS TEXAS ACCESSIBILITY STANDARDS (TAS).
LEGEND
PROPERTY LINE
EASEMENT LINE
RIGHT-OF-WAY LINE
BUILDING SETBACK LINE
BACK OF CURB LINE
EDGE OF PAVEMENT LINE
O>O>O>
PROP. LANDSCAPE AREAL.A.
RETAINING WALL
N
S
EWWES
T
WOO
D
SITE PLAN (2 OF 2)
C1.04
MATCHLINE - SHEET C1.03
ENGINEER / SURVEY:
WESTWOOD PROFESSIONAL SERVICES
ARLYN W. SAMUELSON, P.E.
2901 DALLAS PARKWAY, SUITE 400
PLANO, TEXAS 75093
(214) 473-4640
LANDSCAPE ARCHITECT:
WESTWOOD PROFESSIONAL SERVICES
STEPHANIE ROTHWELL
118 N. OHIO STREET
CELINA, TEXAS 75093
(214) 451-2765
OWNER:
ONE COMMUNITY CHURCH
MATT ANDERSON
2400 STATE HIGHWAY 121
PLANO, TEXAS 75025
(469) 854-1280
14.709 ACRES (640,740 SF)
LOCATED IN THE JOHNSON SURVEY ABSTRACT #479
& THE W.E. THROCKMORTON SURVEY ABSTRACT #898
ONE COMMUNITY CHURCH - ANNA
BLOCK A, LOT 1
ARCHITECT:
HALL ARCHITECTURE STUDIO
DEBORAH SWEENY
5307 E. MOCKINGBIRD LANE, SUITE 660
DALLAS, TEXAS 75206
(972) 757-0747
SP 25-0010
APPROVED
October 7, 2025
PLANNING DEPARTMENT
CITY OF ANNA