Preliminary Engineering3
0
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60
'
T
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38.94' TEMP
CONSTRUCTION ESMT
5' UTIL ESMT
15' ACCESS ESMT
FFE = 676.75
FFE = 681.40
FFE = 680.50
678.43
678.62 677.36
677.17 676.33
676.52 675.62
675.43
676.35676.81
675.99677.17 673.76
674.13 675.04
676.12
675.21
676.12675.94
675.67675.85676.68
676.07 675.75
675.62
676.90
677.58
677.80
678.42679.54
679.76 678.64
680.19
679.67679.85
680.37
678.70
679.16
679.06
680.30680.78 679.64 679.18
679.54
679.78680.14
681.46 680.85
680.67±
ME
682.36±
ME682.65±
ME
683.25
683.46
683.46±
ME685.00±
ME
679.48±
ME 679.04±
ME
679.87680.33680.69
679.09
678.73±
ME
677.60
677.24±
ME
677.00±
ME
677.36 676.20
675.84±
ME
675.05
676.60
676.96
676.95
677.31
674.69 673.98±
ME
674.69±
ME
674.39±
ME
673.57±
ME
673.34±
ME
673.19±
ME
673.68
674.04
672.74
BW
676.69
TW
676.68 676.63
TW672.65
BW
675.97
675.92
TW672.37
BW
675.82
TW672.24
BW
675.50
TW672.50
BW
675.57675.89
676.75
676.75
676.75
676.40 674.33673.98
676.75
TW672.34
BW
680.50
681.40
681.10
681.40
681.40
681.40681.40
CONTRACTOR SHALL
ENSURE POSITIVE
DRAINAGE
EXPOSED GRADE BEAM
EXPOSED
GRADE BEAM
EXPOSED
GRADE BEAM
RETAINING WALL W/
42" HANDRAILS
(DESIGN BUILD)
EXPOSED GRADE BEAM
681.40
682.20
675.60
TW675.60
BW
EXPOSED GRADE BEAM
680.50
679.80680.50
680.00
681.12 681.30
681.04
681.70
TW679.50
BW
680.78
TW680.78
BW
681.90
TW679.84
BW
682.54
TW682.54
BW
GR
A
D
I
N
G
P
L
A
N
(
1
O
F
3
)
C-11
LEGEND
EXISTING CONTOUR
PROPOSED CONTOUR
FLOW PATH
PROPOSED GRADE
(TOP OF PAVEMENT)
ME MATCH EXISTING
TR TOP OF RAMP
TW TOP OF WALL
BW BOTTOM OF WALL
699.50
700
695
DA
T
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No
.
RE
V
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N
BY
DATE:
SHEET
3/15/2021
CHECKED:CLC
DRAWN:LRR
DESIGN:LRR
File No:MAGNOLIA SOUTHLAKE
19
0
3
C
E
N
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R
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R
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S
U
I
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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
MA
G
N
O
L
I
A
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O
U
T
H
L
A
K
E
VI
L
L
A
G
E
C
E
N
T
E
R
D
R
SO
U
T
H
L
A
K
E
,
T
X
7
6
0
9
2
PRELIMINARY
CLAYMOORE ENGINEERING
BENCHMARK:
TBM #1: MAG NAIL SET IN CONC DRIVE 38.5' NORTH AND
3.4' EAST OF THE SOUTHEAST CORNER OF SUBJECT
PROPERTY.ELEVATION: 655.28
-CITY BENCHMARK: MONUMENT 49
GEODETIC DATA
LATITUDE: 32°56'04.57805"
LONGITUDE: 97°06'17.91291"
ELLIP HGHT: 583.85'
NOTES:
1.ALL SPOT ELEVATIONS ARE TO TOP OF PAVING UNLESS
OTHERWISE NOTED.
2.EXISTING UTILITIES WERE OBTAINED FROM RECORD
DRAWINGS. THE CONTRACTOR SHALL VERIFY THE EXACT
LOCATION OF EXISTING UTILITIES AND NOTIFY THE
ENGINEER FOR ANY DISCREPANCIES WITH THIS PLAN.
3.MAXIMUM SLOPE IN LANDSCAPE AREAS ARE NOT TO EXCEED
4:1; MIN EARTH GRADE IS 1%; MIN PAVING GRADE IS 0.5%.
4.ALL CURB HEIGHTS ARE 6-INCHES UNLESS NOTED
OTHERWISE.
5.REFER TO GEOTECHNICAL REPORT FOR REQUIREMENTS
REGARDING FILL COMPACTION AND MOISTURE CONTENT.
6.REF. STRUCTURAL PLANS, SPECIFICATIONS, AND
GEOTECHNICAL REPORT FOR ALL BUILDING PAD
PREPARATION CRITERIA.
7.THE CONTRACTOR SHALL CONSTRUCT ALL BARRIER FREE
RAMPS PER CITY OF SOUTHLAKE AND ADA STANDARDS.
8.GRADING FOR ALL SIDEWALKS AND ACCESSIBLE ROUTES
INCLUDING CROSSING DRIVEWAYS SHALL CONFORM TO ADA
STANDARDS. SLOPES SHALL NOT EXCEED 5% LONGITUDINAL
SLOPE OR 2% CROSS SLOPE. SIDEWALK ACCESS TO
EXTERNAL BUILDING DOORS SHALL BE ADA COMPLIANT.
CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY IF ADA
CRITERIA CANNOT BE MET AT ANY LOCATION.
9.GRADING OF ALL HANDICAPPED SPACES AND ROUTES IS TO
CONFORM TO LOCAL, STATE, AND FEDERAL GUIDELINES.
10.CONTRACTOR SHALL ADJUST EXISTING VALVES, MANHOLE
RIMS, ETC. AS NECESSARY TO MATCH FINISHED GRADE.
11.CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE AWAY
FROM EXISTING & PROPOSED BUILDINGS.
12.FOR ANY RETAINING WALLS GREATER THAN 4-FEET IN
HEIGHT, INCLUDING THE FOOTING, SHALL REQUIRE
STRUCTURAL PLANS PREPARED BY A REGISTERED
ENGINEERING IN THE STATE OF TEXAS AND WILL REQUIRE A
PERMIT FROM THE BUILDING INSPECTIONS DEPARTMENT
PRIOR TO CONSTRUCTION.
13.CONTRACTOR TO PROVIDE RETAINING WALL STRUCTURAL
PLANS, PREPARED BY A LICENSED ENGINEER IN THE STATE
OF TEXAS, TO THE BUILDING INSPECTIONS DEPARTMENT
PRIOR TO CONSTRUCTION.
0
GRAPHIC SCALE
1 inch = ft.
20 20 40
20
10
3
0
'
R
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60
'
T
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38.94' TEMP
CONSTRUCTION ESMT
5' UTIL ESMT
15' ACCESS ESMT
EX-1
1.55 AC
3.73 CFS
EX-2
0.32 AC
0.77 CFS
EX
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C-14
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
EXISTING CONTOURS
#
AC
CFS
DA
T
E
No
.
RE
V
I
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I
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N
BY
DATE:
SHEET
3/15/2021
CHECKED:CLC
DRAWN:LRR
DESIGN:LRR
File No:MAGNOLIA SOUTHLAKE
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
MA
G
N
O
L
I
A
S
O
U
T
H
L
A
K
E
VI
L
L
A
G
E
C
E
N
T
E
R
D
R
SO
U
T
H
L
A
K
E
,
T
X
7
6
0
9
2
PRELIMINARY
CLAYMOORE ENGINEERING
BENCHMARK:
TBM #1: MAG NAIL SET IN CONC DRIVE 38.5' NORTH AND
3.4' EAST OF THE SOUTHEAST CORNER OF SUBJECT
PROPERTY.ELEVATION: 655.28
-CITY BENCHMARK: MONUMENT 49
GEODETIC DATA
LATITUDE: 32°56'04.57805"
LONGITUDE: 97°06'17.91291"
ELLIP HGHT: 583.85'
0
GRAPHIC SCALE
1 inch = ft.
20 20 40
20
10
600
3
0
'
R
O
W
60
'
T
E
M
P
C
O
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S
T
R
U
C
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I
O
N
E
S
M
T
38.94' TEMP
CONSTRUCTION ESMT
5' UTIL ESMT
15' ACCESS ESMT
A-1
0.65 AC
5.71 CFS
B-1
0.24 AC
2.11 CFS
C-1
0.06 AC
0.53 CFS
R-1
0.09 AC
0.79 CFS
R-2
0.10 AC
0.88 CFS
R-3
0.10 AC
0.88 CFS
D-1
0.32 AC
2.81 CFS
E-1
0.31 AC
2.72 CFS
PR
O
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E
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E
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A
M
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C-15
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
EXISTING CONTOURS
PROPOSED CONTOURS
#
AC
CFS
DA
T
E
No
.
RE
V
I
S
I
O
N
BY
DATE:
SHEET
3/15/2021
CHECKED:CLC
DRAWN:LRR
DESIGN:LRR
File No:MAGNOLIA SOUTHLAKE
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
MA
G
N
O
L
I
A
S
O
U
T
H
L
A
K
E
VI
L
L
A
G
E
C
E
N
T
E
R
D
R
SO
U
T
H
L
A
K
E
,
T
X
7
6
0
9
2
PRELIMINARY
CLAYMOORE ENGINEERING
BENCHMARK:
TBM #1: MAG NAIL SET IN CONC DRIVE 38.5' NORTH AND
3.4' EAST OF THE SOUTHEAST CORNER OF SUBJECT
PROPERTY.ELEVATION: 655.28
-CITY BENCHMARK: MONUMENT 49
GEODETIC DATA
LATITUDE: 32°56'04.57805"
LONGITUDE: 97°06'17.91291"
ELLIP HGHT: 583.85'
0
GRAPHIC SCALE
1 inch = ft.
20 20 40
20
10
600
600
**FULLY DEVELOPED FLOW ACCOUNTED FOR BY DOWNSTREAM INFRASTRUCTURE PER NOLEN OFFICE PARK PLANS BY BAIRD, HAMPTON & BROWN, INC.
DATED 11 NOVEMBER 2012.
106 PARKS
1.87 ACRES
0+0
0
0+46
0+
0
0
1+
0
0
1+57
D
STA: 1+02.60 STORM LAT A-1
N: 5027.20
E: 4889.89
INSTALL:
1- 45° BEND
FL 18": 668.99
STA: 1+09.67 STORM LAT A-1
N: 5022.19
E: 4894.89
INSTALL:
1- 5' CURB INLET
FL 18": 669.17
STA: 1+57.42 STORM LAT A-1
N: 5024.27
E: 4942.59
INSTALL:
1- 5' CURB INLET
CONNECT:
12" ROOF DRAIN
STA: 0+46.45 STORM LINE A
N: 5129.80
E: 4877.18
INSTALL:
1- 5' CURB INLET
CONNECT:
12" ROOF DRAIN
STA: 0+33.67 STORM LINE A
N: 5129.80
E: 4889.95
INSTALL:
1- 5' MANHOLE
PER CITY STDS
FL 18": 667.90
FL 18": 667.90
STA: 0+26.72 STORM LINE A
N: 5129.79
E: 4896.90
INSTALL:
1- 45° BEND
FL 18": 667.73
STA: 0+00 STORM LINE A
N: 5148.68
E: 4915.80
CONNECT TO EX CURB INLET
CONTRACTOR SHALLL VERIFY
EX FL AND NOTIFY ENGINEER
OF ANY DISCREPENCY.
EX FL 24: 667.34
FL 18": 667.44
13 LF OF 18" RCP @ 2.04%
7 LF OF 18" RCP @ 1.07%
27 LF OF 18" RCP @ 1.07%
48 LF OF 18" RCP @ 1.07%
7 LF OF 18" RCP @ 1.07%
10
3
L
F
O
F
1
8
"
R
C
P
@
1
.
0
7
%
11
11
1 1
1
1 1
11
2
2
2
2
2
ST
O
R
M
D
R
A
I
N
P
L
A
N
(
1
O
F
3
)
C-16
LEGEND
PROPOSED STORM DRAIN
EXISTING STORM DRAIN
PROPOSED CURB INLET
PROPOSED GRATE INLET
PROPOSED HEADWALL
PROPOSED RIP RAP
PROPOSED 8" PVC ROOF DRAIN.
FL 4' BELOW FFE (TYP)
PROPOSED 12" PVC ROOF DRAIN.
MIN SLOPE 1.00%
DA
T
E
No
.
RE
V
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O
N
BY
DATE:
SHEET
3/14/2021
CHECKED:CLC
DRAWN:LRR
DESIGN:LRR
File No:MAGNOLIA SOUTHLAKE
19
0
3
C
E
N
T
R
A
L
D
R
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S
U
I
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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
MA
G
N
O
L
I
A
S
O
U
T
H
L
A
K
E
VI
L
L
A
G
E
C
E
N
T
E
R
D
R
SO
U
T
H
L
A
K
E
,
T
X
7
6
0
9
2
PRELIMINARY
CLAYMOORE ENGINEERING
BENCHMARK:
TBM #1: MAG NAIL SET IN CONC DRIVE 38.5' NORTH AND
3.4' EAST OF THE SOUTHEAST CORNER OF SUBJECT
PROPERTY.ELEVATION: 655.28
-CITY BENCHMARK: MONUMENT 49
GEODETIC DATA
LATITUDE: 32°56'04.57805"
LONGITUDE: 97°06'17.91291"
ELLIP HGHT: 583.85'
0
GRAPHIC SCALE
1 inch = ft.
20 20 40
20
10
1
2
5' UTILITY EASEMENT
VOL. 388-129, PG. 39 P.R.T.C.T.
MUTUAL ACCESS EASEMENT
INST. NO. D22029534411 D.R.T.C.T.
M
U
T
U
A
L
A
C
C
E
S
S
E
A
S
E
M
E
N
T
I
N
S
T
.
N
O
.
D
2
2
0
2
9
5
3
4
4
1
1
D
.
R
.
T
.
C
.
T
.
3
0
'
R
O
W
60
'
T
E
M
P
C
O
N
S
T
R
U
C
T
I
O
N
E
S
M
T
38.94' TEMP
CONSTRUCTION ESMT
5' UTIL ESMT
15' ACCESS ESMT
0+001+002+002+94
0+
0
0
0+
3
0
0+
0
0
0
+
9
3
S S S
STA: 0+92.74 SSWR LAT A-2
N: 5073.34
E: 4709.91
END PROP 6" SSWR
REFER TO MEP PLANS
FOR CONTINUATION.
FL 6": 676.50
STA: 2+59.31 SSWR LINE A
N: 5038.33
E: 4744.90
INSTALL:
1- 45° BEND
W/ CLEANOUT
FL 6": 674.97
STA: 2+94.33 SSWR LINE A
N: 4995.09
E: 4709.87
END PROP 6" SSWR
REFER TO MEP PLANS
FOR CONTINUATION.
STA: 2+59.33 SSWR LINE A
N: 4995.08
E: 4744.87
INSTALL:
1- 4' MANHOLE
PER CITY STDS
FL 6": 673.62
FL 6": 673.62
STA: 0+30 SSWR LAT A-1
N: 5025.02
E: 4929.26
END PROP 6" SSWR
REFER TO MEP PLANS
FOR CONTINUATION.
STA: 0+74.95 SSWR LINE A
N: 4995.03
E: 4929.24
INSTALL:
1- 4' MANHOLE
PER CITY STDS
FL 8": 667.64
FL 6": 667.81
STA: 0+00 SSWR LINE A
N: 4995.01
E: 5004.20
CONNECT TO EX. SSWR
MANHOLE.
CONTRACTOR SHALL VERIFY
EX FL AND NOTIFY ENGINEER
OF ANY DISCREPENCY.
EX FL 8": 665.12±
FL 8": 665.22
43
L
F
O
F
6
"
S
D
R
3
5
@
3
.
1
0
%
35 LF OF 6" SDR 35 @ 1.36%
184 LF OF 8" SDR 35 @ 3.10%75 LF OF 8" SDR 35 @ 3.10%
30 LF OF 6" SDR 35 @ 9.80%
49 LF OF 6" SDR 35 @ 3.10%
0+
0
0
0+
7
0
0+
0
0
0+
6
9
0+
0
0
1+00 1+
2
6
0+
0
0
1
+
0
0
1+
3
3
0+
0
0
1+00
2+00
2
+
1
3
0+
0
0
1+00
2+00
2
+
0
6
N: 5028.08
E: 4656.16
END PROP DOM LINE.
REFER TO MEP PLANS
FOR CONTINUATION.
N: 4964.93
E: 4689.05
45° BEND
N: 4939.78
E: 4714.17
INSTALL:
1- 45° BEND
1- 2" DOM METER
N: 4917.59
E: 4714.16
CONNECT TO EX 8" WATER LINE.
INSTALL:
1- 2" CORP STOP
PRIVATE 4" SDR 18 C-900
PRIVATE 2" SDR 18 C-900
PRIVATE 2" SDR 18 C-900
N: 4917.59
E: 4711.16
CONNECT TO EX 8" WATER LINE.
INSTALL:
1- 8"X6" TEE
1- 8" GATE VAVLE
1- 6" GATE VALVE
N: 5023.71
E: 4623.97
45° BEND
N: 5034.22
E: 4634.49
45° BEND
N: 5034.21
E: 4654.29
45° BEND
N: 5030.20
E: 4658.29
END PROP FIRE LINE.
REFER TO MEP PLANS
FOR CONTINUATION.
PRIVATE 6" SDR 18 C-900
PRIVATE 6" SDR 18 C-900
PRIVATE 6" SDR 18 C-900
N: 5142.04
E: 4624.04
CONNECT TO EX 8" WATER LINE.
INSTALL:
1- 8"X6" TEE
1- 8" GATE VAVLE
1- 6" GATE VALVE
N: 5046.98
E: 4623.98
45° BEND
N: 5042.22
E: 4628.74
45° BEND N: 5042.20
E: 4655.71
45° BEND
N: 5045.49
E: 4659.00
END PROP FIRE LINE.
REFER TO MEP PLANS
FOR CONTINUATION.
PR
I
V
A
T
E
6
"
S
D
R
1
8
C
-
9
0
0
PRIVATE 6" SDR 18 C-900
PRIVATE 6" SDR 18 C-900
PRIVATE 6" SDR 18 C-900
N: 5142.04
E: 4627.04
CONNECT TO EX 8" WATER LINE.
INSTALL:
1- 2" CORP STOP
1- 2" DOM METER
N: 5047.62
E: 4656.88
END PROP DOM LINE.
REFER TO MEP PLANS
FOR CONTINUATION.
PRIVATE 2" SDR 18 C-900
N: 5141.86
E: 4947.71
CONNECT TO EX 8" WATER LINE.
INSTALL:
1- 2" CORP STOP
1- 2" DOM METER
N: 5076.90
E: 4955.67
END PROP DOM LINE.
REFER TO MEP PLANS
FOR CONTINUATION.
PRIVATE 2" SDR 18 C-900
N: 5141.86
E: 4950.71
CONNECT TO EX 8" WATER LINE.
INSTALL:
1- 8"X6" TEE
1- 8" GATE VAVLE
1- 6" GATE VALVE
N: 5116.76
E: 4957.69
45° BEND
N: 5077.90
E: 4957.67
45° BEND
N: 5075.90
E: 4955.67
END PROP FIRE LINE.
REFER TO MEP PLANS
FOR CONTINUATION.
PRIVATE 6" SDR 18 C-900
PRIVATE 6" SDR 18 C-900
PRIVATE 6" SDR 18 C-900
N: 5031.21
E: 4653.05
45° BEND
N: 5031.22
E: 4635.73
45° BENDN: 5022.46
E: 4626.97
45° BEND
PR
I
V
A
T
E
2
"
S
D
R
1
8
C
-
9
0
0
N: 4974.97
E: 4626.94
45° BEND
PRIVATE 2" SDR 18 C-900
N: 4964.97
E: 4636.93
45° BEND
PRIVATE 2" SDR 18 C-900
N: 4938.54
E: 4711.17
45° BEND
P
R
I
V
A
T
E
6
"
S
D
R
1
8
C
-
9
0
0
N: 4961.93
E: 4687.80
45° BEND
PRIVATE 6" SDR 18 C-900
N: 4961.97
E: 4635.69
45° BEND
PRIVATE 6" SDR 18 C-900
N: 4973.73
E: 4623.94
45° BEND
PR
I
V
A
T
E
6
"
S
D
R
1
8
C
-
9
0
0
N: 5045.20
E: 4654.47
45° BEND
N: 5045.22
E: 4629.98
45° BEND
N: 5048.22
E: 4626.98
45° BEND
PRIVATE 2" SDR 18 C-900
N: 5123.94
E: 4947.70
45° BEND
N: 5114.93
E: 4956.69
45° BEND
PRIVATE 2" SDR 18 C-900
N: 5077.90
E: 4956.67
45° BEND
N: 5123.76
E: 4950.70
45° BEND
PRIVATE 6" SDR 18 C-900
PRIVATE 2" SDR 18 C-900
0+
0
0
0+
0
1
0+
0
0
0+
0
4
0+
0
0
0+
2
1
N: 5141.86
E: 4944.71
CONNECT TO EX 8" WATER LINE.
INSTALL:
1- 1" CORP STOP
1- 1" IRR METER
N: 5142.04
E: 4630.04
CONNECT TO EX 8" WATER LINE.
INSTALL:
1- 1" CORP STOP
1- 1" IRR METER
N: 4938.54
E: 4717.17
INSTALL:
1- 1" IRR METER
PRIVATE 1" SDR 18 C-900
N: 4917.59
E: 4717.16
CONNECT TO EX 8" WATER LINE.
INSTALL:
1- 1" CORP STOP
UT
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C-24
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No
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BY
DATE:
SHEET
3/15/2021
CHECKED:CLC
DRAWN:LRR
DESIGN:LRR
File No:MAGNOLIA SOUTHLAKE
19
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TEXAS FIRM #14199
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PRELIMINARY
CLAYMOORE ENGINEERING
BENCHMARK:
TBM #1: MAG NAIL SET IN CONC DRIVE 38.5' NORTH AND
3.4' EAST OF THE SOUTHEAST CORNER OF SUBJECT
PROPERTY.ELEVATION: 655.28
-CITY BENCHMARK: MONUMENT 49
GEODETIC DATA
LATITUDE: 32°56'04.57805"
LONGITUDE: 97°06'17.91291"
ELLIP HGHT: 583.85'
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
PROPOSED GAS LINE
PROPOSED COMMUNICATIONS LINE
PROPOSED UNDERGROUND ELECTRIC LINE
S
NOTES:
1.CONTRACTOR SHALL COORDINATE WITH FRANCHISE UTILITY
COMPANIES AND IRRIGATION PLANS TO DETERMINE QUANTITY,
SIZE, AND LOCATION FOR ALL CONDUIT AND SLEEVING
REQUIRED TO SERVE BUILDING AND SITE. ALL CONDUIT AND
SLEEVES SHALL BE INSTALLED PRIOR TO SUBGRADE
PREPARATION AND PAVING.
2.ALL 2" WATER PIPES TO BE SDR-9 POLY CLASS 200 UNLESS
OTHERWISE NOTED.
3.ALL SEWER PIPES TO BE SDR-35 PVC UNLESS OTHERWISE
NOTED.
FRANCHISE UTILITY NOTES:
1.THE GAS, ELECTRIC AND TELEPHONE INFORMATION SHOWN ON
THIS PLAN IS BASED UPON THE LATEST INFORMATION
AVAILABLE FROM THE RESPECTIVE FRANCHISE UTILITY
COMPANIES. IT IS INTENDED FOR PURPOSES OF GENERAL
BIDDING AND BASIC CLARITY. SPECIFIC JOB SITE CONDITIONS
SHALL BE FIELD VERIFIED PER NOTES 2 THROUGH 4 BELOW.
THE FRANCHISE UTILITY CONTRACTOR ASSUMES ALL
RESPONSIBILITY FOR SAID FIELD CONDITIONS AND ASSOCIATED
REVISIONS REQUIRED BY THE RESPECTIVE UTILITY COMPANIES
INVOLVED.
2.THE FRANCHISE UTILITY CONTRACTOR SHALL CONTACT THE
RESPECTIVE FRANCHISE UTILITY COMPANIES, VERIFY ALL
REQUIREMENTS AND EQUIPMENT, AND FURNISH AND INSTALL,
INCLUDING BUT NOT LIMITED TO, ALL METERS, TRANSFORMERS,
CONDUIT, CONCRETE PADS, TRENCHING, AND BACKFILL
NECESSARY FOR PROPER INSTALLATION. FRANCHISE UTILITY
CONTRACTOR SHALL ALSO PAY ALL FEES AND CHARGES
INCURRED AND COORDINATE WITH OTHER FRANCHISE UTILITY
COMPANIES.
3.THE FRANCHISE UTILITY CONTRACTOR SHALL FIELD VERIFY, IN
THE PRESENCE OF THE RESPECTIVE UTILITY COMPANY
REPRESENTATIVES, THE LOCATION OF ALL EXISTING AND
PROPOSED UTILITY SERVICES AND EQUIPMENT. THE
FRANCHISE UTILITY CONTRACTOR SHALL INCLUDE IN HIS BID
SUFFICIENT FUNDS TO COVER ALL COSTS REQUIRED BY UTILITY
COMPANIES TO PROVIDE NEW SERVICES AND/OR UPGRADE
EXISTING SERVICES. NO ALLOWANCES WILL BE MADE FOR
FRANCHISE UTILITY CONTRACTOR'S UNFAMILIARITY WITH THE
EXISTING CONDITION, REQUIREMENTS OF THE NEW
CONDITIONS, AND/OR FAILURE TO COORDINATE INSTALLATION.
4.CONTRACTOR SHALL VERITY THAT METER AND TRANSFORMER
LOCATIONS SHOWN MEET DESIGN CRITERIA BY FRANCHISE
UTILITY COMPANIES FOR, BUT NOT LIMITED TO, THE OFFSET
DISTANCE FROM FACE OF BUILDING.
0
GRAPHIC SCALE
1 inch = ft.
20 20 40
20
10