Preliminary Water Sewer Drainage Plans7
1
.
8
1
S
F
F
I
R
E
R
I
S
E
R
5'
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
15
'
C
O
M
M
O
N
A
C
C
E
S
S
EA
S
E
M
E
N
T
5' UTILITY EASEMENT
INST. NO. D213017713 D.R.T.C.T.
24' PUBLIC ACCESS EASEMENT
INST. NO. D213017713 D.R.T.C.T.
LOT 1
MEADOW OAKS
DOC. No. D179550021
P.R.T.C.T.
LOT 2
MEADOW OAKS
DOC. No. D179550021
P.R.T.C.T.
LOT 3
MEADOW OAKS
DOC. No. D179550021
P.R.T.C.T.
LOT 4
MEADOW OAKS
DOC. No. D179550021
P.R.T.C.T.
LOT 5
MEADOW OAKS
DOC. No. D179550021
P.R.T.C.T.
LOT 1
BLOCK 1
NOLEN OFFICE PARK ADDITION
DOC. No. D213017713
P.R.T.C.T.
LOT 1R1, BLOCK 5
CORNERSTONE BUSINESS PARK
DOC. No. D218248110
P.R.T.C.T.
LOT 2R1R1, BLOCK 5
CORNERSTONE BUSINESS PARK
DOC. No. D218248110
P.R.T.C.T.
LOT 2-R2, BLOCK 3
CORNERSTONE
BUSINESS PARK
DOC. No. D215014058
P.R.T.C.T.
LOT 1-R2, BLOCK 3
CORNERSTONE
BUSINESS PARK
DOC. No. D215014058
P.R.T.C.T.
LOT 2-R3, BLOCK 3
CORNERSTONE
BUSINESS PARK
DOC. No. D215014058
P.R.T.C.T.
LOT 1-R1, BLOCK 3
CORNERSTONE
BUSINESS PARK
DOC. No. D215014058
P.R.T.C.T.
LOT 3, BLOCK 5
T. EASTER NO. 474 ADDITION
DOC. NO. D197090951
P.R.T.C.T.LOT 1
BLOCK 1
E.C. WHITE ADDITION
DOC. No. D216044865
P.R.T.C.T.
LOT 2-R1, BLOCK 3
CORNERSTONE
BUSINESS PARK
DOC. No. D215014058
P.R.T.C.T.
S
.
N
O
L
E
N
D
R
I
V
E
C
O
N
C
R
E
T
E
R
O
A
D
W
A
Y
7
0
'
R
.
O
.
W
.
CRO
O
K
E
D
L
A
N
E
ASP
H
A
L
T
R
O
A
D
W
A
Y
VAR
I
A
B
L
E
W
I
D
T
H
R
.
O
.
W
.
13.16 AC
CALLED 22.90 ACRES
ELBERT CLARK WHITE JR.
DOC. No. D206196920
D.R.T.C.T.
68
1
6
8
5
68
4
68
2
6
8
5
6
8
2
6
8
3
6
8
4
6
8
5
68
1
680
681
682
679
678
677 67
8
677
674
676 676
670
671
672
673
674
675
670
671
672
673
674
675
670
671
67
2
67
3
674
669
67
0
6
7
1
67
2
67
3
67
4
67
5
6
7
6
6
7
7
6
7
8
6
7
9
6
8
0
6
8
1
6
8
2
68
3
68
4
6
8
5
6
6
9
6
7
0
6
7
1
6
7
2
6
7
3
6
7
4
6
7
5
6
7
6
6
5
8
6
5
9
6
6
0
6
6
1
6
6
2
6
6
3
6
6
4
6
6
6
68
5
684
683
68
0
68
1
68
2
67
7
67
8
6
7
9
670
67
1
67
2
673
674
675
67
0
66
9
669
668
66
7
666
66
8
66
7
AREA UNDER
CONSTRUCTION
TBM X-CUT SET
Z=654.51
TBM X-CUT SET
Z=655.28
THOMAS E
A
S
T
E
R
S
U
R
V
E
Y
,
ABSTRACT
N
O
.
4
7
4
N89°19'39"E 868.70'
S
3
7
°
5
5
'
3
1
"
E
2
2
7
.
9
7
'
S4°38'46"W
14.75'
S49
°
2
6
'
4
1
"
W
116
.
5
2
'
S54
°
0
9
'
1
1
"
W
291
.
4
7
'
S51
°
1
7
'
1
4
"
W
75.4
2
'
S38
°
1
5
'
0
3
"
W
69.
1
3
'
S3
3
°
4
7
'
0
8
"
W
85
.
4
3
'
S2
7
°
5
3
'
2
3
"
W
24
3
.
2
5
'
S3
2
°
1
1
'
1
5
"
W
93
.
0
8
'
N
5
2
°
2
7
'
1
2
"
W
4
5
3
.
1
0
'
N0
°
3
4
'
4
0
"
W
62
5
.
3
7
'
EX-2
5.74 AC
13.74 CFS
EX. CONCRETE FLUME AND
HEADWALL ACCEPTING SITE FLOW
EX-1
7.42 AC
17.76 CFS
EX
I
S
T
I
N
G
D
R
A
I
N
A
G
E
A
R
E
A
M
A
P
C-2
ACCORDING TO MAP NO. 48439C0115K, DATED SEPTEMBER 25, 2009 OF THE
NATIONAL FLOOD INSURANCE PROGRAM MAP, FLOOD INSURANCE RATE MAP
OF TARRANT COUNTY, TEXAS, FEDERAL EMERGENCY MANAGEMENT AGENCY,
FEDERAL INSURANCE ADMINISTRATION, THIS PROPERTY IS WITHIN ZONE "X",
(AREAS DETERMINED TO BE OUTSIDE OF THE 0.2% ANNUAL CHANCE
FLOODPLAIN). IF THIS SITE IS NOT WITHIN AN IDENTIFIED SPECIAL FLOOD
HAZARD AREA, THIS FLOOD STATEMENT DOES NOT IMPLY THAT THE
PROPERTY AND/OR THE STRUCTURES THEREON WILL BE FREE FROM
FLOODING OR FLOOD DAMAGE. ON RARE OCCASIONS, GREATER FLOODS CAN
AND WILL OCCUR AND FLOOD HEIGHTS MAY BE INCREASED BY MAN-MADE OR
NATURAL CAUSES. THIS FLOOD STATEMENT SHALL NOT CREATE LIABILITY ON
THE PART OF THE SURVEYOR.
FLOODPLAIN NOTE
LEGEND
DRAINAGE AREA LABEL
DRAINAGE AREA (AC)
FLOW QUANTITY (CFS)
DIRECTION OF FLOW
DRAINAGE AREA BOUNDARY
#
AC
CFS
DA
T
E
No
.
RE
V
I
S
I
O
N
BY
DATE:
SHEET
2/26/2021
CHECKED:CLC
DRAWN:CWP
DESIGN:CWP
File No:2020-076
19
0
3
C
E
N
T
R
A
L
D
R
.
S
U
I
T
E
#
4
0
6
PH
O
N
E
:
8
1
7
.
2
8
1
.
0
5
7
2
BE
D
F
O
R
D
,
T
X
7
6
0
2
1
W
W
W
.
C
L
A
Y
M
O
O
R
E
E
N
G
.
C
O
M
TEXAS FIRM #14199
GM
i
H
E
A
D
Q
U
A
R
T
E
R
S
PH
A
S
E
I
I
24
5
0
C
R
O
O
K
E
D
L
A
N
E
SO
U
T
H
L
A
K
E
,
T
X
7
6
0
9
2
BENCHMARK:
-TBM #1: AN "X" CUT FOUND IN CONCRETE ON S
NOLAN DRIVE, APPROXIMATELY 92' NORTH AND 11'
EAST OF THE NORTH EAST PROPERTY CORNER.
ELEVATION: 655.28
-TBM #2: AN "X" CUT FOUND IN CONCRETE ON S
NOLAN DRIVE, APPROXIMATELY 10' NORTH AND 87'
EAST OF THE SOUTH EAST PROPERTY CORNER
ELEVATION: 654.51
-CITY BENCHMARK: MONUMENT 48
GEODETIC DATA
LATITUDE: 32°55'37.08572"
LONGITUDE: 97°06'26.94263"
ELLIP HGHT: 540.45
PRELIMINARY
CLAYMOORE ENGINEERING
0
GRAPHIC SCALE
1 inch = ft.
50 50 100
50
25
LOT 1
MEADOW OAKS
DOC. No. D179550021
P.R.T.C.T.
LOT 2
MEADOW OAKS
DOC. No. D179550021
P.R.T.C.T.
LOT 3
MEADOW OAKS
DOC. No. D179550021
P.R.T.C.T.
LOT 4
MEADOW OAKS
DOC. No. D179550021
P.R.T.C.T.
LOT 5
MEADOW OAKS
DOC. No. D179550021
P.R.T.C.T.
LOT 1
BLOCK 1
NOLEN OFFICE PARK ADDITION
DOC. No. D213017713
P.R.T.C.T.
LOT 1R1, BLOCK 5
CORNERSTONE BUSINESS PARK
DOC. No. D218248110
P.R.T.C.T.
LOT 2R1R1, BLOCK 5
CORNERSTONE BUSINESS PARK
DOC. No. D218248110
P.R.T.C.T.
LOT 2-R2, BLOCK 3
CORNERSTONE
BUSINESS PARK
DOC. No. D215014058
P.R.T.C.T.
LOT 1-R2, BLOCK 3
CORNERSTONE
BUSINESS PARK
DOC. No. D215014058
P.R.T.C.T.
LOT 2-R3, BLOCK 3
CORNERSTONE
BUSINESS PARK
DOC. No. D215014058
P.R.T.C.T.
LOT 1-R1, BLOCK 3
CORNERSTONE
BUSINESS PARK
DOC. No. D215014058
P.R.T.C.T.
LOT 3, BLOCK 5
T. EASTER NO. 474 ADDITION
DOC. NO. D197090951
P.R.T.C.T.LOT 1
BLOCK 1
E.C. WHITE ADDITION
DOC. No. D216044865
P.R.T.C.T.
LOT 2-R1, BLOCK 3
CORNERSTONE
BUSINESS PARK
DOC. No. D215014058
P.R.T.C.T.
S
.
N
O
L
E
N
D
R
I
V
E
C
O
N
C
R
E
T
E
R
O
A
D
W
A
Y
7
0
'
R
.
O
.
W
.
CRO
O
K
E
D
L
A
N
E
ASP
H
A
L
T
R
O
A
D
W
A
Y
VAR
I
A
B
L
E
W
I
D
T
H
R
.
O
.
W
.
13.16 AC
CALLED 22.90 ACRES
ELBERT CLARK WHITE JR.
DOC. No. D206196920
D.R.T.C.T.
68
1
6
8
5
68
4
68
2
6
8
5
6
8
2
6
8
3
6
8
4
6
8
5
68
1
680
681
682
679
678
677 67
8
677
674
676 676
670
671
672
673
674
675
670
671
672
673
674
675
670
671
67
2
67
3
674
669
67
0
6
7
1
67
2
67
3
67
4
67
5
6
7
6
6
7
7
6
7
8
6
7
9
6
8
0
6
8
1
6
8
2
68
3
68
4
6
8
5
6
6
9
6
7
0
6
7
1
6
7
2
6
7
3
6
7
4
6
7
5
6
7
6
6
5
8
6
5
9
66
0
6
6
1
6
6
2
6
6
3
6
6
4
6
6
6
68
5
684
683
68
0
68
1
68
2
67
7
67
8
6
7
9
670
67
1
67
2
673
674
675
67
0
66
9
669
668
66
7
666
66
8
66
7
SD-INLET-TOP=677.30
FL-HDPE=672.70 (W)
SD-INLET-TOP=677.53
FL-HDPE=672.27 (S)
SD-INLET-TOP=661.48
FL-RCP=656.28 (E)
FL-RCP=564.35
SD-INLET-TOP=653.35
FL-RCP=631.34 (SE)
FL-RCP=647.79
FL=RCP=647.72
SD-INLET-TOP=655.21
FL-RCP=651.29 (NW)
FL-RCP=647.35
FL-RCP=647.23
SD-INLET-TOP=653.23
FL-RCP=648.73 (SE)
AREA UNDER
CONSTRUCTION
TBM X-CUT SET
Z=654.51
TBM X-CUT SET
Z=655.28
THOMAS E
A
S
T
E
R
S
U
R
V
E
Y
,
ABSTRACT
N
O
.
4
7
4
N89°19'39"E 868.70'
S
3
7
°
5
5
'
3
1
"
E
2
2
7
.
9
7
'
S4°38'46"W
14.75'
S49
°
2
6
'
4
1
"
W
116
.
5
2
'
S54
°
0
9
'
1
1
"
W
291
.
4
7
'
S51
°
1
7
'
1
4
"
W
75.4
2
'
S38
°
1
5
'
0
3
"
W
69.
1
3
'
S3
3
°
4
7
'
0
8
"
W
85
.
4
3
'
S2
7
°
5
3
'
2
3
"
W
24
3
.
2
5
'
S3
2
°
1
1
'
1
5
"
W
93
.
0
8
'
N
5
2
°
2
7
'
1
2
"
W
4
5
3
.
1
0
'
N0
°
3
4
'
4
0
"
W
62
5
.
3
7
'
FFE = 670.50
FFE = 671.00
FFE = 668.00
FFE = 678.00
PROP. RETAINING
WALL
PROP.
RETAINING
WALL
PROP.
RETAINING
WALL
PROP.
RETAINING
WALL
PROP. RIDGE
PROP. EXPOSED
GRADE BEAM
PHASE 1
PROPOSED BUILDING
80,000 SF
57,500 SF (1ST FLOOR)
22,500 SF (2ND FLOOR)
FFE = 678.00
7
1
.
8
1
S
F
F
I
R
E
R
I
S
E
R
5'
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
15
'
C
O
M
M
O
N
A
C
C
E
S
S
EA
S
E
M
E
N
T
5' UTILITY EASEMENT
INST. NO. D213017713 D.R.T.C.T.
24' PUBLIC ACCESS EASEMENT
INST. NO. D213017713 D.R.T.C.T.
C
0.86 AC
2.38 CFS
B
0.84 AC
2.33 CFS
A
6.53 AC
54.30 CFS
D
4.93 AC
35.99 CFS
PR
O
P
O
S
E
D
D
R
A
I
N
A
G
E
A
R
E
A
M
A
P
C-3
ACCORDING TO MAP NO. 48439C0115K, DATED SEPTEMBER 25, 2009 OF THE
NATIONAL FLOOD INSURANCE PROGRAM MAP, FLOOD INSURANCE RATE MAP
OF TARRANT COUNTY, TEXAS, FEDERAL EMERGENCY MANAGEMENT AGENCY,
FEDERAL INSURANCE ADMINISTRATION, THIS PROPERTY IS WITHIN ZONE "X",
(AREAS DETERMINED TO BE OUTSIDE OF THE 0.2% ANNUAL CHANCE
FLOODPLAIN). IF THIS SITE IS NOT WITHIN AN IDENTIFIED SPECIAL FLOOD
HAZARD AREA, THIS FLOOD STATEMENT DOES NOT IMPLY THAT THE
PROPERTY AND/OR THE STRUCTURES THEREON WILL BE FREE FROM
FLOODING OR FLOOD DAMAGE. ON RARE OCCASIONS, GREATER FLOODS CAN
AND WILL OCCUR AND FLOOD HEIGHTS MAY BE INCREASED BY MAN-MADE OR
NATURAL CAUSES. THIS FLOOD STATEMENT SHALL NOT CREATE LIABILITY ON
THE PART OF THE SURVEYOR.
FLOODPLAIN NOTE
LEGEND
DRAINAGE AREA LABEL
DRAINAGE AREA (AC)
FLOW QUANTITY (CFS)
DIRECTION OF FLOW
DRAINAGE AREA BOUNDARY
#
AC
CFS
DA
T
E
No
.
RE
V
I
S
I
O
N
BY
DATE:
SHEET
2/26/2021
CHECKED:CLC
DRAWN:CWP
DESIGN:CWP
File No:2020-076
19
0
3
C
E
N
T
R
A
L
D
R
.
S
U
I
T
E
#
4
0
6
PH
O
N
E
:
8
1
7
.
2
8
1
.
0
5
7
2
BE
D
F
O
R
D
,
T
X
7
6
0
2
1
W
W
W
.
C
L
A
Y
M
O
O
R
E
E
N
G
.
C
O
M
TEXAS FIRM #14199
GM
i
H
E
A
D
Q
U
A
R
T
E
R
S
PH
A
S
E
I
I
24
5
0
C
R
O
O
K
E
D
L
A
N
E
SO
U
T
H
L
A
K
E
,
T
X
7
6
0
9
2
BENCHMARK:
-TBM #1: AN "X" CUT FOUND IN CONCRETE ON S
NOLAN DRIVE, APPROXIMATELY 92' NORTH AND 11'
EAST OF THE NORTH EAST PROPERTY CORNER.
ELEVATION: 655.28
-TBM #2: AN "X" CUT FOUND IN CONCRETE ON S
NOLAN DRIVE, APPROXIMATELY 10' NORTH AND 87'
EAST OF THE SOUTH EAST PROPERTY CORNER
ELEVATION: 654.51
-CITY BENCHMARK: MONUMENT 48
GEODETIC DATA
LATITUDE: 32°55'37.08572"
LONGITUDE: 97°06'26.94263"
ELLIP HGHT: 540.45
PRELIMINARY
CLAYMOORE ENGINEERING
0
GRAPHIC SCALE
1 inch = ft.
50 50 100
50
25
8" PVC
8
"
P
V
C
8
"
P
V
C
8" P
V
C
8" P
V
C
6"
W
T
R
6" W
T
R
1
2
"
W
T
R
8
"
W
T
R
5' UTILITY EASEMENT
INST. NO. D213017713 D.R.T.C.T.
24' PUBLIC ACCESS EASEMENT
INST. NO. D213017713 D.R.T.C.T.
LOT 1
BLOCK 1
NOLEN OFFICE PARK ADDITION
DOC. No. D213017713
P.R.T.C.T.
LOT 1R1, BLOCK 5
CORNERSTONE BUSINESS PARK
DOC. No. D218248110
P.R.T.C.T.
LOT 2R1R1, BLOCK 5
CORNERSTONE BUSINESS PARK
DOC. No. D218248110
P.R.T.C.T.
LOT 2-R2, BLOCK 3
CORNERSTONE
BUSINESS PARK
DOC. No. D215014058
P.R.T.C.T.
LOT 1-R2, BLOCK 3
CORNERSTONE
BUSINESS PARK
DOC. No. D215014058
P.R.T.C.T.
LOT 2-R3, BLOCK 3
CORNERSTONE
BUSINESS PARK
DOC. No. D215014058
P.R.T.C.T.
LOT 1-R1, BLOCK 3
CORNERSTONE
BUSINESS PARK
DOC. No. D215014058
P.R.T.C.T.LOT 2-R1, BLOCK 3
CORNERSTONE
BUSINESS PARK
DOC. No. D215014058
P.R.T.C.T.
S
.
N
O
L
E
N
D
R
I
V
E
C
O
N
C
R
E
T
E
R
O
A
D
W
A
Y
7
0
'
R
.
O
.
W
.
CRO
O
K
E
D
L
A
N
E
ASP
H
A
L
T
R
O
A
D
W
A
Y
VAR
I
A
B
L
E
W
I
D
T
H
R
.
O
.
W
.
13.16 AC
CALLED 22.90 ACRES
ELBERT CLARK WHITE JR.
DOC. No. D206196920
D.R.T.C.T.
TBM X-CUT SET
Z=654.51
TBM X-CUT SET
Z=655.28
THOMAS E
A
S
T
E
R
S
U
R
V
E
Y
,
ABSTRACT
N
O
.
4
7
4
N89°19'39"E 868.70'
S
3
7
°
5
5
'
3
1
"
E
2
2
7
.
9
7
'
S4°38'46"W
14.75'
S49
°
2
6
'
4
1
"
W
116
.
5
2
'
S54
°
0
9
'
1
1
"
W
291
.
4
7
'
S51
°
1
7
'
1
4
"
W
75.4
2
'
S38
°
1
5
'
0
3
"
W
69.
1
3
'
S3
3
°
4
7
'
0
8
"
W
85
.
4
3
'
S2
7
°
5
3
'
2
3
"
W
24
3
.
2
5
'
PROPOSED WET POND
POND A
PON
D
B
24
"
H
D
P
E
@
0
.
5
0
%
24
"
H
D
P
E
@
1
.
2
8
%
INSTALL:
1 - 3'X3' GRATE INLET
FL 24": 665.78
INSTALL:
1 - 3'X3' GRATE INLET
FL 24": 665.27
INSTALL:
1 - 3'X3' GRATE INLET
FL 24": 664.75
INSTALL:
1 - 3'X3' GRATE INLET
FL 24": 664.28
INSTALL:
1 - 5' CURB INLET
FL 24": 664.92 CONNECT TO PROP. 24" STORM LINE
INSTALL:
1 - 45° WYE
FL 24": 663.33
INSTALL:
1 - 3'X3' GRATE INLET
FL 24": 663.69
INSTALL:
1 - 3'X3' GRATE INLET
FL 24": 662.69
INSTALL:
1 - 3'X3' GRATE INLET
FL 24": 661.31
CONNECT TO PROP. 5' MANHOLE (PHASE 1)
FL 24": 660.13
INSTALL:
1 - 45° BEND
FL 24": 660.93
INSTALL:
1 - SLOPED CONCRETE
HEADWALL W/ 5'X5'
RIP RAP
FL 24": 650.66
INSTALL:
1 - 45° BEND
FL 24": 663.98
INSTALL:
1 - 45° BEND
FL 24": 663.91
INSTALL:
1 - 45° WYE
FL 24": 663.63
PRO
P
.
U
N
D
E
R
G
R
O
U
N
D
DET
E
N
T
I
O
N
S
Y
S
T
E
M
REMOVE PROP. 4'X4' WYE INLET (PHASE 1)
INSTALL:
1 - 10' CURB INLET
FL 24": 653.89
ST
O
R
M
D
R
A
I
N
P
L
A
N
C-4
LEGEND
PROPOSED STORM DRAIN
EXISTING STORM DRAIN
PROPOSED CURB INLET
PROPOSED GRATE INLET
PROPOSED HEADWALL
PROPOSED RIP RAP
DA
T
E
No
.
RE
V
I
S
I
O
N
BY
DATE:
SHEET
2/26/2021
CHECKED:CLC
DRAWN:CWP
DESIGN:CWP
File No:2020-076
19
0
3
C
E
N
T
R
A
L
D
R
.
S
U
I
T
E
#
4
0
6
PH
O
N
E
:
8
1
7
.
2
8
1
.
0
5
7
2
BE
D
F
O
R
D
,
T
X
7
6
0
2
1
W
W
W
.
C
L
A
Y
M
O
O
R
E
E
N
G
.
C
O
M
TEXAS FIRM #14199
GM
i
H
E
A
D
Q
U
A
R
T
E
R
S
PH
A
S
E
I
I
24
5
0
C
R
O
O
K
E
D
L
A
N
E
SO
U
T
H
L
A
K
E
,
T
X
7
6
0
9
2
BENCHMARK:
-TBM #1: AN "X" CUT FOUND IN CONCRETE ON S
NOLAN DRIVE, APPROXIMATELY 92' NORTH AND 11'
EAST OF THE NORTH EAST PROPERTY CORNER.
ELEVATION: 655.28
-TBM #2: AN "X" CUT FOUND IN CONCRETE ON S
NOLAN DRIVE, APPROXIMATELY 10' NORTH AND 87'
EAST OF THE SOUTH EAST PROPERTY CORNER
ELEVATION: 654.51
-CITY BENCHMARK: MONUMENT 48
GEODETIC DATA
LATITUDE: 32°55'37.08572"
LONGITUDE: 97°06'26.94263"
ELLIP HGHT: 540.45
PRELIMINARY
CLAYMOORE ENGINEERING
0
GRAPHIC SCALE
1 inch = ft.
40 40 80
40
20
PR
E
L
I
M
I
N
A
R
Y
D
E
T
E
N
T
I
O
N
CA
L
C
U
L
A
T
I
O
N
S
C-5
POND A - GMI POND
PHASE 1
POND B - UNDERGROUND POND
(PHASE 2)
DA
T
E
No
.
RE
V
I
S
I
O
N
BY
DATE:
SHEET
2/26/2021
CHECKED:CLC
DRAWN:CWP
DESIGN:CWP
File No:2020-076
19
0
3
C
E
N
T
R
A
L
D
R
.
S
U
I
T
E
#
4
0
6
PH
O
N
E
:
8
1
7
.
2
8
1
.
0
5
7
2
BE
D
F
O
R
D
,
T
X
7
6
0
2
1
W
W
W
.
C
L
A
Y
M
O
O
R
E
E
N
G
.
C
O
M
TEXAS FIRM #14199
GM
i
H
E
A
D
Q
U
A
R
T
E
R
S
PH
A
S
E
I
I
24
5
0
C
R
O
O
K
E
D
L
A
N
E
SO
U
T
H
L
A
K
E
,
T
X
7
6
0
9
2
PRELIMINARY
CLAYMOORE ENGINEERING
8" PVC
8
"
P
V
C
8
"
P
V
C
8" P
V
C
8" P
V
C
6"
W
T
R
6" W
T
R
1
2
"
W
T
R
8
"
W
T
R
5' UTILITY EASEMENT
INST. NO. D213017713 D.R.T.C.T.
24' PUBLIC ACCESS EASEMENT
INST. NO. D213017713 D.R.T.C.T.
LOT 1
BLOCK 1
NOLEN OFFICE PARK ADDITION
DOC. No. D213017713
P.R.T.C.T.
LOT 1R1, BLOCK 5
CORNERSTONE BUSINESS PARK
DOC. No. D218248110
P.R.T.C.T.
LOT 2R1R1, BLOCK 5
CORNERSTONE BUSINESS PARK
DOC. No. D218248110
P.R.T.C.T.
LOT 2-R2, BLOCK 3
CORNERSTONE
BUSINESS PARK
DOC. No. D215014058
P.R.T.C.T.
LOT 1-R2, BLOCK 3
CORNERSTONE
BUSINESS PARK
DOC. No. D215014058
P.R.T.C.T.
LOT 2-R3, BLOCK 3
CORNERSTONE
BUSINESS PARK
DOC. No. D215014058
P.R.T.C.T.
LOT 1-R1, BLOCK 3
CORNERSTONE
BUSINESS PARK
DOC. No. D215014058
P.R.T.C.T.LOT 2-R1, BLOCK 3
CORNERSTONE
BUSINESS PARK
DOC. No. D215014058
P.R.T.C.T.
S
.
N
O
L
E
N
D
R
I
V
E
C
O
N
C
R
E
T
E
R
O
A
D
W
A
Y
7
0
'
R
.
O
.
W
.
CRO
O
K
E
D
L
A
N
E
ASP
H
A
L
T
R
O
A
D
W
A
Y
VAR
I
A
B
L
E
W
I
D
T
H
R
.
O
.
W
.
13.16 AC
CALLED 22.90 ACRES
ELBERT CLARK WHITE JR.
DOC. No. D206196920
D.R.T.C.T.
SSMH-RIM=665.90
FL-PVC=654.90 (NE)
SSMH-RIM=654.19
FL-PVC=645.64 (SE)
FL-PVC=645.72 (NE)
FL-PVC=645.77 (NW)
FL-PVC=645.84 (NW)
SSMH-RIM=654.10
FL-PVC=645.79 (SW)
FL-PVC=645.75 (SE)
SSMH-RIM=655.00
(LOCKED)
SSMH-RIM=656.37
FL-PVC=647.52 (SW)
FL-PVC=647.42 (NE)
SSMH-RIM=653.88
FL-PVC=646.81 (SE)
FL-PVC=646.84 (NW)
FL-PVC=647.44 (NE)
SSMH-RIM=654.28
FL-PVC=648.80 (SW)
FL-PVC=647.24 (NE)
SSMH-RIM=656.13
FL-PVC=647.84 (NW)
FL-PVC=647.77 (SE)
SSMH-RIM=672.27
(LOCKED)
TBM X-CUT SET
Z=654.51
TBM X-CUT SET
Z=655.28
THOMAS E
A
S
T
E
R
S
U
R
V
E
Y
,
ABSTRACT
N
O
.
4
7
4
N89°19'39"E 868.70'
S
3
7
°
5
5
'
3
1
"
E
2
2
7
.
9
7
'
S4°38'46"W
14.75'
S49
°
2
6
'
4
1
"
W
116
.
5
2
'
S54
°
0
9
'
1
1
"
W
291
.
4
7
'
S51
°
1
7
'
1
4
"
W
75.4
2
'
S38
°
1
5
'
0
3
"
W
69.
1
3
'
S3
3
°
4
7
'
0
8
"
W
85
.
4
3
'
24
3
.
2
5
'
PHASE 1
PROPOSED BUILDING
80,000 SF
57,500 SF (1ST FLOOR)
22,500 SF (2ND FLOOR)
FFE = 678.00
PROP. 6" FH SERVICE
UNCAP 6" WATER LINE
INSTALL:
78 LF OF 6" PVC
1 - FH ASSEMBLY PER CITY STANDARDS
PROP. 6" FIRE SERVICE
INSTALL:
5 LF OF 6" PVC
1 - 6" PLUG
PROP. 2" DOM. SERVICE
INSTALL:
5 FL OF 2" PVC
1 - 2" DOM. METER
INSTALL:
1 - 2" DOM. METER
INSTALL:
1 - 4' MANHOLE W/ LID
FL 8": 662.87
FL 8": 662.77
INSTALL:
1 - 4' MANHOLE W/ LID
FL 8":
INSTALL:
1 - 4' MANHOLE W/ LID
FL 8": 659.84
FL 8": 659.74
INSTALL:
1 - 4' MANHOLE W/ LID
FL 8": 658.44
FL 8": 658.34
INSTALL:
1 - 4' MANHOLE W/ LID
FL 8": 655.29
FL 8": 655.19
CONNECT TO EX.
SSWR MANHOLE
FL 8": ±649.73
8" SSWR @ 2.86%
8"
S
S
W
R
@
2
.
9
1
%
8
"
S
S
W
R
@
2
.
8
8
%
8" SS
W
R
@
2
.
0
0
%
8" S
S
W
R
@
2
.
0
0
%
INSTALL:
1 - 4' MANHOLE W/ LID
FL 8": 651.17
FL 8": 651.07
INSTALL:
1 - 4' MANHOLE W/ LID
FL 8": 652.42
FL 8": 652.32
8" SSWR @ 2.00%PROP. FHYD
UT
I
L
I
T
Y
P
L
A
N
C-6
LEGEND
EXISTING FIRE HYDRANT ASSEMBLY
PROPOSED FIRE HYDRANT ASSEMBLY
EXISTING WATER MAIN
PROPOSED WATER LINE AND GATE VALVE
EXISTING SANITARY SEWER AND MANHOLE
PROPOSED SANITARY SEWER LINE
S
DA
T
E
No
.
RE
V
I
S
I
O
N
BY
DATE:
SHEET
2/26/2021
CHECKED:CLC
DRAWN:CWP
DESIGN:CWP
File No:2020-076
19
0
3
C
E
N
T
R
A
L
D
R
.
S
U
I
T
E
#
4
0
6
PH
O
N
E
:
8
1
7
.
2
8
1
.
0
5
7
2
BE
D
F
O
R
D
,
T
X
7
6
0
2
1
W
W
W
.
C
L
A
Y
M
O
O
R
E
E
N
G
.
C
O
M
TEXAS FIRM #14199
GM
i
H
E
A
D
Q
U
A
R
T
E
R
S
PH
A
S
E
I
I
24
5
0
C
R
O
O
K
E
D
L
A
N
E
SO
U
T
H
L
A
K
E
,
T
X
7
6
0
9
2
BENCHMARK:
-TBM #1: AN "X" CUT FOUND IN CONCRETE ON S
NOLAN DRIVE, APPROXIMATELY 92' NORTH AND 11'
EAST OF THE NORTH EAST PROPERTY CORNER.
ELEVATION: 655.28
-TBM #2: AN "X" CUT FOUND IN CONCRETE ON S
NOLAN DRIVE, APPROXIMATELY 10' NORTH AND 87'
EAST OF THE SOUTH EAST PROPERTY CORNER
ELEVATION: 654.51
-CITY BENCHMARK: MONUMENT 48
GEODETIC DATA
LATITUDE: 32°55'37.08572"
LONGITUDE: 97°06'26.94263"
ELLIP HGHT: 540.45
PRELIMINARY
CLAYMOORE ENGINEERING
0
GRAPHIC SCALE
1 inch = ft.
40 40 80
40
20