HomeMy WebLinkAboutORD 2024-101RI
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EXISTING
CHAINLINK FENCE
EXISTING 3.5" BRICK
SCREENING WALL
VARIABLE HEIGHT DUE TO
TOPOGRAPHY (+/-6')
50' UE
CAB. A, SLIDE 2232
PRTCT
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WESTERN OAKS ESTATES
SECTION III
LOT 46, BLOCK A
(CITY OF GRAPEVINE PARK)
CAB. A, SLIDE 2232
PRTCT
10' UE
WESTERN OAKS ESTATES
SECTION III
LOT 46, BLOCK A
CAB. A, SLIDE 2232
PRTCT
PARKER MEMORIAL CEMETERY
STATE OF TEXAS
VOLUME V, PAGE 58
DRTCT
EXISTING
CHAINLINK FENCE
PP
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PP
A
C
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AC
C
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D
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E
EXISTING CHAINLINK FENCE
VAULT
EXISTING 1-STORY BUILDING
WITH COURTYARD
PARKING
(ASPHALT)
LOT 1 BLOCK 1
HOLY TRINITY CATHOLIC SCHOOL
CABINET A, SLIDE 3227
PRTCT
10' UE
7.5' UE
25
'
F
R
O
N
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B
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A
Y
(A
C
C
E
S
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A
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)
HDWL
MO
N
U
M
E
N
T
S
I
G
N
LP
LP
LP
FH/WV
WVWV(4)
UGFM
TMH
UGFM
UGFM
TMH
PP
GUY
ICV
RCP
LP
RCP
RCP
RCP
FIELD
EXISTING
CHAINLINK FENCE
GATE
LP
EXISTING
CHAINLINK FENCE
PLAYGROUND
LP
LP
LP
LP
LP
LP LP
SIGN
LP
LP
FP
LP
LP
LP
LP
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B
.
A
,
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2
2
3
2
PR
T
C
T
COURTYARD
RCP
∆
∆
HDWL
EXIT
EXISTING BARRIER GATE
FH
7.20 ACRES
3750 WILLIAM D TATE AVE
E. COX
S
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E
Y
ABSTR
A
C
T
N
O
.
3
5
2
G.G. ST
A
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A
C
T
N
O
.
1
4
6
6
EXISTING IRON FENCE
HE
D
G
E
R
O
W
11'X14' DUMPSTER ENCLOSURE
26
.
0
'
28
.
9
'
40'50'
31" LIVE
OAK
22" LIVE
OAK
SHED
20'X10'
SHED
20'X15'
DUMPSTER
ENTRANCE
EXISTING BARRIER GATE
+/
-
5
7
0
'
W
E
S
T
E
R
N
O
A
K
S
D
R
MA
R
K
E
D
FI
R
E
L
A
N
E
MARKED
FIRE LANE
PARKING
(CONCRETE)
24'
ZONING "CC"
ZONING "GU"
ZONING "R-7.5"
HDWL
RCP
∆
10
'
U
T
I
L
I
T
Y
&
S
I
D
E
W
A
L
K
E
A
S
E
M
E
N
T
7.5' TEXAS POWER & LIGHT EASEMENT VOLUME 11950, PAGE 038 DRTCT
A
C
C
E
S
S
D
R
I
V
E
EXISTING 3.5" BRICK
SCREENING WALL
VARIABLE HEIGHT DUE TO
TOPOGRAPHY (+/-6')
16 15 14 13 12 11
10 9 8 7 6 5 4 3 2 1
33 32 31
30 29 28 27 26 25 24 23 22 21
48 47 46 45 44 43 42 41
40 39 38 37 36
17
18
19
20
34
35
49
50
51
52
66
67
81
82
83
85 86 84
65 64 63 62 61
60 59 58 57 56 55 54 53
80 79 78 77 76 75 74 73 72 71
70 69 68
95 94 93 92 91
90 89 88 87
11
0
10
9
10
8
10
7
10
6
10
5
10
4
10
3
10
2
10
1
10
0
13
0
12
9
12
8
12
7
12
6
12
5
12
4
12
3
12
1
12
0
11
9
14
4
14
3
14
2
14
1
14
0
13
9
13
8
13
7
13
6
13
5
16
2
16
1
16
0
15
9
15
8
15
7
15
6
15
4
15
3
15
2
15
1
15
5
99 98
96
111
114
115
117
131
133
145
146
147
148
149
150
116
118
122
132
134
163
164
16
6
16
7
16
8
16
9
17
0
17
1
17
2
18
8
18
4
18
6
18
7
18
2
18
1
17
9
18
0
17
8
17
7
18
5
18
3
17
6
17
5
17
4
17
3
16
5
97
112
113
18
9
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
X
X X X X X X X X
X
X
X
X
X
X
X
XX XXX
X
X
X
16 15 14 13 12 11
10 9 8 7 6 5 4 3 2 1
33 32 31
30 29 28 27 26 25 24 23 22 21
48 47 46 45 44 43 42 41
40 39 38 37 36
17
18
19
20
34
35
49
50
51
52
66
67
81
82
83
85 86 84
65 64 63 62 61
60 59 58 57 56 55 54 53
80 79 78 77 76 75 74 73 72 71
70 69 68
95 94 93 92 91
90 89 88 87
11
0
10
9
10
8
10
7
10
6
10
5
10
4
10
3
10
2
10
1
10
0
13
0
12
9
12
8
12
7
12
6
12
5
12
4
12
3
12
1
12
0
11
9
14
4
14
3
14
2
14
1
14
0
13
9
13
8
13
7
13
6
13
5
16
2
16
1
16
0
15
9
15
8
15
7
15
6
15
4
15
3
15
2
15
1
15
5
99 98
96
111
114
115
117
131
133
145
146
147
148
149
150
116
118
122
132
134
163
164
16
6
16
7
16
8
16
9
17
0
17
1
17
2
18
8
18
4
18
6
18
7
18
2
18
1
17
9
18
0
17
8
17
7
18
5
18
3
17
6
17
5
17
4
17
3
16
5
97
112
113
18
9
817.268.3316
HTCS SEPTEMBER 24, 2024
SITE
VICINITY MAP
NOT TO SCALE
SCALE
1" = 50'
N
N
Feet
100500
PLAT RECORDS TARRANT COUNTY TEXASPRTCT
FOUND IRON ROD FIR
LINE TYPE LEGEND
BOUNDARY LINE
EASEMENT LINE
EXISTING FENCE
CONCRETE PAVEMENT
ASPHALT PAVEMENT
X X X X
DEED RECORDS TARRANT COUNTY TEXASDRTCT
GUY ANCHOR
LIGHT POLE
FIRE HYDRANT
WATER VALVE
POWER POLE
SIGN
TELEPHONE MANHOLET
UNDERGROUND FIBER OPTIC MARKERF
HEADWALLHDWL
REINFORCED CONCRETE PIPERCP
EXISTING SITE CONDITIONS
PROPOSED 6'-0" ORNAMENTAL METAL FENCE
CASE NAME: HOLY TRINITY CATHOLIC SCHOOL
CASE NUMBER: CU24-44
LOCATION: 3750 WILLIAM D TATE AVE
_____________________________
MAYOR SECRETARY
DATE:______________________
PLANNING AND ZONING COMMISSION
_______________
CHAIRMAN
DATE:______________________
APPROVAL DOES NOT AUTHORIZE ANY WORK IN
CONFLICT WITH ANY CODES OR ORDINANCES.
PLANNING SERVICES DEPARTMENT
CONDITIONAL USE PERMIT
SITE PLAN FOR
HOLY TRINITY CATHOLIC SCHOOL
3750 WILLIAM D TATE AVE
LOT 1 BLOCK 1
HOLY TRINITY CATHOLIC SCHOOL
CABINET A, SLIDE 3227
PRTCT
SITUATED IN THE G.G. STARR SURVEY, ABSTRACT 1466 AND
E. COX SURVEY, ABSTRACT NO. 352
CITY OF GRAPEVINE
TARRANT COUNTY, TEXAS
7.20 ACRES
ZONE: "CC" - COMMUNITY COMMERCIAL DISTRICT
DATE OF PREPARATION: SEPTEMBER 2024
PAGE 1 OF 3
FIRELANE
NOTES
1.GRID BEARINGS BASED ON THE TEXAS COORDINATE SYSTEM OF
THE NORTH AMERICAN DATUM OF 1983 (2011) EPOCH 2010,
NORTH CENTRAL ZONE 4202 FROM GPS OBSERVATIONS USING
THE RTK COOPERATIVE NETWORK.
2.THE PURPOSE OF CONDITIONAL USE PERMIT CU24-44 IS TO
REQUEST SPECIFICALLY 1,315 LINEAR FEET OF FENCING ALONG
THE WILLIAM D. TATE (STATE HIGHWAY NO. 121) SERVICE ROAD
FOR CAMPUS SECURITY.
3.ALL THE REQUIREMENTS OF THE GRAPEVINE SOLE EROSION
CONTROL ORDINANCE SHALL BE MET DURING THE PERIOD OF
CONSTRUCTION.
4.ALL VEHICULAR GATES SHALL BE EQUIPPED WITH KNOX BOXES
5.GATES SHALL REMAIN OPEN DURING PEAK DROP-OFF AND
PICK-UP HOURS AND DURING EXTRACURRICULAR EVENTS.
6.TYPICAL SCHOOL HOURS 7:30 AM TO 4:30 PM MONDAY - FRIDAY
7.NOT ALL IMPROVEMENTS SHOWN.
8.REVISED PER CITY COMMENTS 10/16/2024
26
.
0
'
X
X
X
X
X
X X X X X X X X X
X
X
X
50' UE
CAB. A, SLIDE 2232
PRTCT
RI
V
E
R
O
A
K
S
D
R
I
V
E
(5
0
'
R
I
G
H
T
-
O
F
-
W
A
Y
)
CA
B
.
A
,
S
L
I
D
E
2
2
3
2
PR
T
C
T
RI
G
H
T
-
O
F
-
W
A
Y
B
U
F
F
E
R
CA
B
.
A
,
S
L
I
D
E
2
2
3
2
PR
T
C
T
WESTERN OAKS ESTATES
SECTION III
LOT 46, BLOCK A
(CITY OF GRAPEVINE PARK)
CAB. A, SLIDE 2232
PRTCT
10' UE
PRTCT
LOT 1 BLOCK 1
HOLY TRINITY CATHOLIC SCHOOL
CABINET A, SLIDE 3227
PRTCT
10' UE
7.5' UE
25
'
F
R
O
N
T
B
U
I
L
D
I
N
G
L
I
N
E
WI
L
L
I
A
M
D
.
T
A
T
E
(
S
T
A
T
E
H
I
G
H
W
A
Y
N
O
.
1
2
1
)
VA
R
I
A
B
L
E
W
I
D
T
H
R
I
G
H
T
-
O
F
-
W
A
Y
(A
C
C
E
S
S
R
O
A
D
)
RI
G
H
T
-
O
F
-
W
A
Y
B
U
F
F
E
R
CA
B
.
A
,
S
L
I
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E
2
2
3
2
PR
T
C
T
∆
∆
11.0'
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
E. COX
S
U
R
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E
Y
ABSTR
A
C
T
N
O
.
3
5
2
G.G. ST
A
R
R
S
U
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Y
ABSTR
A
C
T
N
O
.
1
4
6
6
11.0'
X
X
X
X
X
X
XXX
XXXX
PROPOSED 24' SLIDING
VEHICULAR GATE
FOR CARLINE
30
'
24'
PROPOSED 30' DOUBLE
SWING DRIVE GATE
MAIN GATE
26'
28
.
9
'
PROPOSED 35' SLIDE
EXIT GATE
PROPOSED
CALL BOX
APPROX. TIE-IN TO
EXISTING 6' CHAIN LINK
FENCE
6'-0" HT. ORNAMENTAL
METAL FENCE
6'-0" HT. ORNAMENTAL
METAL FENCE
6'-0" HT. ORNAMENTAL METAL
FENCE
PROPOSED
6'-0" HT. ORNAMENTAL
METAL DOUBLE GATE
35
.
0
'
30'
PREVIOUSLY APPROVED
PROPOSED 30' SLIDING
VEHICULAR GATE
FOR CARLINE
4'x4' CUT OUT
FOR FH ACCESS
PROPOSED
6'-0" HT. ORNAMENTAL
METAL PEDESTRIAN GATE
PROPOSED
6'-0" HT. ORNAMENTAL
METAL
PEDESTRIAN GATE
PREVIOUSLY APPROVED
PHASE 1
INTERNAL FENCING ON NORTH
END OF SITE
PREVIOUSLY APPROVED
PHASE 2
INTERNAL FENCING AND
ADJOINING SOUTH FENCE
PHASE 3
FENCING ALONG ROADWAY
ZONING "R-7.5"
∆
10
'
U
T
I
L
I
T
Y
&
S
I
D
E
W
A
L
K
E
A
S
E
M
E
N
T
7.5' TEXAS POWER & LIGHT EASEMENT VOLUME 11950, PAGE 038 DRTCT
EXISTING
CHAINLINK FENCE
EXISTING 3.5" BRICK
SCREENING WALL
VARIABLE HEIGHT DUE TO
TOPOGRAPHY (+/-6')
EXISTING
CHAINLINK FENCE
GATE
MARKED
FIRE LANE
MA
R
K
E
D
FI
R
E
L
A
N
E
HE
D
G
E
R
O
W
AC
C
E
S
S
D
R
I
V
E
MO
N
U
M
E
N
T
S
I
G
N
EXISTING
CHAINLINK FENCE
EXISTING CHAINLINK FENCE
EXISTING 3.5" BRICK
SCREENING WALL
VARIABLE HEIGHT DUE TO
TOPOGRAPHY (+/-6')
26
.
0
'
11'X14' DUMPSTER ENCLOSURE
SHED
20'X10'
SHED
20'X15'
34'
26'
17'
6'-0" HT. ORNAMENTAL
METAL FENCE
PROPOSED
KNOX BOX
EXISTING 1-STORY BUILDING
WITH COURTYARD
COURTYARD
PLAYGROUND
FIELD
51'
PROPOSED
KNOX BOX
16 15 14 13 12 11
10 9 8 7 6 5 4 3 2 1
33 32 31
30 29 28 27 26 25 24 23 22 21
48 47 46 45 44 43 42 41
40 39 38 37 36
17
18
19
20
34
35
49
50
51
52
66
67
81
82
83
85 86 84
65 64 63 62 61
60 59 58 57 56 55 54 53
80 79 78 77 76 75 74 73 72 71
70 69 68
95 94 93 92 91
90 89 88 87
11
0
10
9
10
8
10
7
10
6
10
5
10
4
10
3
10
2
10
1
10
0
13
0
12
9
12
8
12
7
12
6
12
5
12
4
12
3
12
1
12
0
11
9
14
4
14
3
14
2
14
1
14
0
13
9
13
8
13
7
13
6
13
5
16
2
16
1
16
0
15
9
15
8
15
7
15
6
15
4
15
3
15
2
15
1
15
5
99 98
96
111
114
115
117
131
133
145
146
147
148
149
150
116
118
122
132
134
163
164
16
6
16
7
16
8
16
9
17
0
17
1
17
2
18
8
18
4
18
6
18
7
18
2
18
1
17
9
18
0
17
8
17
7
18
5
18
3
17
6
17
5
17
4
17
3
16
5
97
112
113
18
9
X
X X X X X X X X X
X
X
X
X
X
X
X
X
X
XXX
XXXX
X
X X X X X X X X X
X
X
X
X
X
X
X
X
X
XXX
XXXX
X
X
X
X
X
X X X X X X X X X
X
X
X
X
X
X
X
X
X
XXX
XXXX
16 15 14 13 12 11
10 9 8 7 6 5 4 3 2 1
33 32 31
30 29 28 27 26 25 24 23 22 21
48 47 46 45 44 43 42 41
40 39 38 37 36
17
18
19
20
34
35
49
50
51
52
66
67
81
82
83
85 86 84
65 64 63 62 61
60 59 58 57 56 55 54 53
80 79 78 77 76 75 74 73 72 71
70 69 68
95 94 93 92 91
90 89 88 87
11
0
10
9
10
8
10
7
10
6
10
5
10
4
10
3
10
2
10
1
10
0
13
0
12
9
12
8
12
7
12
6
12
5
12
4
12
3
12
1
12
0
11
9
14
4
14
3
14
2
14
1
14
0
13
9
13
8
13
7
13
6
13
5
16
2
16
1
16
0
15
9
15
8
15
7
15
6
15
4
15
3
15
2
15
1
15
5
99 98
96
111
114
115
117
131
133
145
146
147
148
149
150
116
118
122
132
134
163
164
16
6
16
7
16
8
16
9
17
0
17
1
17
2
18
8
18
4
18
6
18
7
18
2
18
1
17
9
18
0
17
8
17
7
18
5
18
3
17
6
17
5
17
4
17
3
16
5
97
112
113
18
9
62'
26'
X
X
X
X
OH
OH
OH
OH
OH
OH
OH
OH
OH
30
'
26
.
0
'
24'
51
52
66
67
81
82
83
84
57 56 55 54 53
72 71
70 69 68
96
111
114
115
117
131
133
116
118
122
132
134
97
112
113
X
X
X
X
X
X
X
X
X
X
X
X
51
52
66
67
81
82
83
84
57 56 55 54 53
72 71
70 69 68
96
111
114
115
117
131
133
116
118
122
132
134
97
112
113
RI
V
E
R
O
A
K
S
D
R
ST
A
T
E
H
I
G
H
W
A
Y
N
O
.
1
2
1
WE
S
T
E
R
N
OAK
S
D
R
30
'
24'
26
.
0
'
X
X
X
OH
OH
OH
OH
OH
26
.
0
'
67
81
82
83
68
9697
X
X
X
X
X
X
X
X
X
67
81
82
83
68
9697
X
X
X
X
X
X
16 15 14 13 12 11
10 9 8 7 6 5 4 3 2 1
33 32 31
30 29 28 27 26 25 24 23 22 21
48 47 46 45 44 43 42 41
40 39 38 37 36
17
18
19
20
34
35
49
50
51
52
66
67
81
82
83
85 86 84
65 64 63 62 61
60 59 58 57 56 55 54 53
80 79 78 77 76 75 74 73 72 71
70 69 68
X
X
X
X
X
X
X
X
X
X
X
X
16 15 14 13 12 11
10 9 8 7 6 5 4 3 2 1
33 32 31
30 29 28 27 26 25 24 23 22 21
48 47 46 45 44 43 42 41
40 39 38 37 36
17
18
19
20
34
35
49
50
51
52
66
67
81
82
83
85 86 84
65 64 63 62 61
60 59 58 57 56 55 54 53
80 79 78 77 76 75 74 73 72 71
70 69 68
817.268.3316
HTCS SEPTEMBER 24, 2024
SITE
VICINITY MAP
NOT TO SCALE
SCALE
1" = 40'
N
N
Feet
80400
PLAT RECORDS TARRANT COUNTY TEXASPRTCT
FOUND IRON ROD FIR
LINE TYPE LEGEND
BOUNDARY LINE
EASEMENT LINE
EXISTING FENCE
CONCRETE PAVEMENT
ASPHALT PAVEMENT
X X X X
DEED RECORDS TARRANT COUNTY TEXASDRTCT
GUY ANCHOR
LIGHT POLE
FIRE HYDRANT
WATER VALVE
POWER POLE
SIGN
TELEPHONE MANHOLET
UNDERGROUND FIBER OPTIC MARKERF
HEADWALLHDWL
REINFORCED CONCRETE PIPERCP
PROPOSED FENCE PLAN
PROPOSED 6'-0" ORNAMENTAL METAL FENCE
TURN AROUND DETAIL
CASE NAME: HOLY TRINITY CATHOLIC SCHOOL
CASE NUMBER: CU24-44
LOCATION: 3750 WILLIAM D TATE AVE
_____________________________
MAYOR SECRETARY
DATE:______________________
PLANNING AND ZONING COMMISSION
_______________
CHAIRMAN
DATE:______________________
APPROVAL DOES NOT AUTHORIZE ANY WORK IN
CONFLICT WITH ANY CODES OR ORDINANCES.
PLANNING SERVICES DEPARTMENT
CONDITIONAL USE PERMIT
SITE PLAN FOR
HOLY TRINITY CATHOLIC SCHOOL
3750 WILLIAM D TATE AVE
LOT 1 BLOCK 1
HOLY TRINITY CATHOLIC SCHOOL
CABINET A, SLIDE 3227
PRTCT
SITUATED IN THE G.G. STARR SURVEY, ABSTRACT 1466 AND
E. COX SURVEY, ABSTRACT NO. 352
CITY OF GRAPEVINE
TARRANT COUNTY, TEXAS
7.20 ACRES
ZONE: "CC" - COMMUNITY COMMERCIAL DISTRICT
DATE OF PREPARATION: SEPTEMBER 2024
PAGE 2 OF 3
FIRELANE
FIRE TRUCK DETAIL
CARLINE STACKING TO REMAIN
NOTES
1.GRID BEARINGS BASED ON THE TEXAS COORDINATE SYSTEM OF
THE NORTH AMERICAN DATUM OF 1983 (2011) EPOCH 2010,
NORTH CENTRAL ZONE 4202 FROM GPS OBSERVATIONS USING
THE RTK COOPERATIVE NETWORK.
2.THE PURPOSE OF CONDITIONAL USE PERMIT CU24-44 IS TO
REQUEST SPECIFICALLY 1,315 LINEAR FEET OF FENCING ALONG
THE WILLIAM D. TATE (STATE HIGHWAY NO. 121) SERVICE ROAD
FOR CAMPUS SECURITY.
3.ALL THE REQUIREMENTS OF THE GRAPEVINE SOLE EROSION
CONTROL ORDINANCE SHALL BE MET DURING THE PERIOD OF
CONSTRUCTION.
4.ALL VEHICULAR GATES SHALL BE EQUIPPED WITH KNOX BOXES
5.GATES SHALL REMAIN OPEN DURING PEAK DROP-OFF AND
PICK-UP HOURS AND DURING EXTRACURRICULAR EVENTS.
6.TYPICAL SCHOOL HOURS 7:30 AM TO 4:30 PM MONDAY - FRIDAY
7.NOT ALL IMPROVEMENTS SHOWN.
8.REVISED PER CITY COMMENTS 10/16/2024
FENCE NOTES
1.THE CONTRACTOR IS RESPONSIBLE FOR MAKING THEMSELVES FAMILIAR
WITH ALL UNDERGROUND UTILITIES, PIPES AND STRUCTURES EITHER
SHOWN OR NOT SHOW ON THE PLANS. THE CONTRACTOR WILL BE
RESPONSIBLE FOR ANY COST INCURRED DUE TO THE DAMAGE OR
REPLACEMENT OF SAID UTILITIES AND STRUCTURES CAUSED BY THEIR
FORCES.
2.ALL CONCRETE USED IN FOOTING AND PIERS SHALL HAVE A MINIMUM OF
COMPRESSIVE STRENGTH OF 3000 PSI A 28 DAYS.
3.THE CONTRACTOR IS RESPONSIBLE FOR ALL REQUIRED PERMITS AND CITY
INSPECTIONS
4.ALL ORNAMENTAL METAL TUBES, POSTS, RAILS AND PICKETS SHALL BE
FLUSH AND FREE OF ALL DENTS, SPURS AND SHARP EDGES AND SHALL BE
INSTALLED LEVEL, PLUMB AND SQUARE.
5.PROVIDE CONTINUOUS WELDS ALONG ALL EDGES OF FENCE MEMBERS
6.GRIND SMOOTH ALL WELDS.
7.CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL DIMENSIONS BEFORE
MANUFACTURING GATES AND FENCE
8.ALL ORNAMENTAL FENCE MEMBERS ARE TO BE TUBULAR MEMBERS IN
ACCORDANCE WITH THE ASTM 513 HOT ROLLED STRUCTURE STEEL 50,000
PSI TENSILE STRENGTH, 60,000 PSI YIELD STRENGTH
9.FENCE MEMBER SIZES TO BE AS FOLLOWS:
9.1.PICKETS - 3/4” - LESS THAN 4” SPACING
9.2.MINOR RAILS - 1 1/2 “
9.3.POSTS - 3"X3”
10.CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR ALL FENCE GATES AND
OPENERS. SHOP DRAWINGS SHALL INCLUDE ALL PRODUCT CUT SHEETS AS
WELL AS INSTALLATION AND MANUFACTURING DETAILS. CONTRACTOR TO
BE RESPONSIBLE FOR STRUCTURAL DESIGN OF GATES.
11.FENCE SHALL MEET LOCAL CODES AND REQUIREMENTS. CONTRACTOR
SHALL BE RESPONSIBLE FOR ENSURING COMPLIANCE INCLUDING
NECESSARY UPSIZING OF POSTS, PICKETS AND HORIZONTAL BARS AND
INCREASING THE HEIGHT OF THE FENCE AS IT APPEARS IN THIS DETAIL
AT NO ADDITIONAL COST TO THE OWNER FOR MATERIALS AND/LABOR 817.268.3316
HTCS SEPTEMBER 24, 2024
NOTES
NOTES
1.GRID BEARINGS BASED ON THE TEXAS COORDINATE SYSTEM OF THE NORTH
AMERICAN DATUM OF 1983 (2011) EPOCH 2010, NORTH CENTRAL ZONE 4202
FROM GPS OBSERVATIONS USING THE RTK COOPERATIVE NETWORK.
2.THE PURPOSE OF CONDITIONAL USE PERMIT CU24-44 IS TO REQUEST
SPECIFICALLY 1,315 LINEAR FEET OF FENCING ALONG THE WILLIAM D. TATE
(STATE HIGHWAY NO. 121) SERVICE ROAD FOR CAMPUS SECURITY.
3.ALL THE REQUIREMENTS OF THE GRAPEVINE SOLE EROSION CONTROL
ORDINANCE SHALL BE MET DURING THE PERIOD OF CONSTRUCTION.
4.ALL VEHICULAR GATES SHALL BE EQUIPPED WITH KNOX BOXES
5.GATES SHALL REMAIN OPEN DURING PEAK DROP-OFF AND PICK-UP HOURS
AND DURING EXTRACURRICULAR EVENTS.
6.TYPICAL SCHOOL HOURS 7:30 AM TO 4:30 PM MONDAY - FRIDAY
7.NOT ALL IMPROVEMENTS SHOWN.
8.REVISED PER CITY COMMENTS 10/16/2024
CASE NAME: HOLY TRINITY CATHOLIC SCHOOL
CASE NUMBER: CU24-44
LOCATION: 3750 WILLIAM D TATE AVE
_____________________________
MAYOR SECRETARY
DATE:______________________
PLANNING AND ZONING COMMISSION
_______________
CHAIRMAN
DATE:______________________
APPROVAL DOES NOT AUTHORIZE ANY WORK IN
CONFLICT WITH ANY CODES OR ORDINANCES.
PLANNING SERVICES DEPARTMENT
CONDITIONAL USE PERMIT
SITE PLAN FOR
HOLY TRINITY CATHOLIC SCHOOL
3750 WILLIAM D TATE AVE
LOT 1 BLOCK 1
HOLY TRINITY CATHOLIC SCHOOL
CABINET A, SLIDE 3227
PRTCT
SITUATED IN THE G.G. STARR SURVEY, ABSTRACT 1466 AND
E. COX SURVEY, ABSTRACT NO. 352
CITY OF GRAPEVINE
TARRANT COUNTY, TEXAS
7.20 ACRES
ZONE: "CC" - COMMUNITY COMMERCIAL DISTRICT
DATE OF PREPARATION: SEPTEMBER 2024
PAGE 3 OF 3
FENCE EXAMPLE CALL BOX