SFLP - Preliminary Utility PlanLEGEND
PROPERTY LINE
EXISTING SANITARY SEWER AND MANHOLE
EXISTING WATER AND FIRE HYDRANT
SS PROPOSED SANITARY SEWER
W PROPOSED WATER
PROPOSED STORM LINE
EASEMENT LINE
EXISTING STORM LINE
SS
W W
EXISTING GAS LINEGAS
EXISTING OVERHEAD ELECTRICOHE
PROPOSED GATE VALVE
FIRE DEPARTMENT CONNECTION
PROPOSED FIRE HYDRANT ASSEMBLY
PROPOSED MANHOLE
PROPOSED DOMESTIC METER
PROPOSED IRRIGATION METER
PROPOSED GRATE INLET
PROPOSED WYE INLET
EXISTING UNDERGROUND ELECTRICUGE
PROPOSED GAS LINEGAS
PROPOSED CURB INLET
POWER POLE
WATER NOTES:
1.CONTRACTOR TO NOTIFY ENGINEER IF EXISTING CONDITIONS VARY
FROM THOSE SHOWN.
2.REFER TO MEP AND ARCHITECTURAL PLANS FOR CONNECTION TO
DOWNSPOUTS AT BUILDINGS AND FLOWLINES.
3.CONTRACTOR SHALL NOTIFY ENGINEER IF EXISTING FLOWLINE
ELEVATIONS DO NOT MATCH THOSE SHOWN ON THE PLAN.
4.CONTRACTOR TO ADJUST MANHOLE RIM ELEVATIONS TO MATCH
FINISH GRADE.
5.CONTRACTOR TO REMOVE SILT AND DEBRIS FROM END OF EXISTING
STORM SEWER PRIOR TO MAKING CONNECTION.
6.REFER TO CITY OF FRISCO CONSTRUCTION DETAILS AND
SPECIFICATIONS.
7.ALL UTILITY STUBS SHOWN SHALL BE PLUGGED 5' PAST PROPOSED
PAVEMENT EDGE OR 5' OUTSIDE THE BUILDING.
8.REFER TO TCEQ DESIGN GUIDELINES FOR ALL UTILITY CROSSINGS.
9.A 5-FOOT CLEARANCE SHALL BE MAINTAINED AROUND ALL FIRE
HYDRANTS.
10.FIRE SPRINKLER LINE SHALL BE SIZED AND INSTALLED BY A STATE
LICENSED FIRE SPRINKLER CONTRACTOR.
11.ALL WATER METERS SHALL BE LOCATED IN LANDSCAPE AREAS.
12.WATER TO HAVE A MINIMUM 4' OF COVER.
15' T.X.U. ELECTRIC
COMPANY EASEMENT
(VOL. 99172, PG. 16)
D.R.D.C.T.
7.5' SIDEWALK & UTILITY
EASEMENT
(VOL. 99172, PG. 16)
D.R.D.C.T.
DRAINAGE EASEMENT
(INST. NO. 201700240374)
O.P.R.D.C.T.
10' SANITARY SEWER
EASEMENT
(INST. NO. 201700240374)
O.P.R.D.C.T.
SIDEWALK EASEMENT
(INST. NO. 201700240374)
O.P.R.D.C.T.
WATER LINE EASEMENT
(INST. NO. 201700240374)
O.P.R.D.C.T.
WATER LINE EASEMENT
(INST. NO. 201700240374)
O.P.R.D.C.T.
SIDEWALK EASEMENT
(INST. NO. 201700240374)
O.P.R.D.C.T.
20' HIKE AND BIKE
TRAIL EASEMENT
(VOL. 98043, PG. 1)
10' UTILITY EASEMENT
(VOL. 82137, PG. 690)
D.R.D.C.T.
10' UTILITY EASEMENT
(VOL. 82137, PG. 690)
D.R.D.C.T.
T.P. & L. EASEMENT
(VOL. 71159, PG. 743)
D.R.D.C.T.
T.P. & L. EASEMENT
(VOL. 71159, PG. 743)
D.R.D.C.T.
EXISTING 10' DRAINAGE
EASEMENT VANNO PARKINGNO PARKINGNO PARKINGWWWWWWWWWWWWWW
W W W W W W W W W W W
W
W
W
W
W
W
W
W
W
W WW WWWWWWWWWWW
W W SS SSSSSSSS
SSSSSSSST
W W W W W
TRACT 2
SFPLP HOLDINGS
MANAGEMENT, LLC
(INST. NO. 201200031715)
O.P.R.D.C.T.
7.384 Acres
321,659 Square Feet
LOT 3, BLOCK A
GATEWAY BUSINESS PARK NO. 2
(INST. NO. 201700240374)
O.P.R.D.C.T.
FRITZ DRIVE
(FORMERLY KNOWN AS COTTON ROAD)
(57.50-FOOT WIDE RIGHT-OF-WAY)
I
N
T
E
R
S
T
A
T
E
H
I
G
HW
A
Y
6
3
5
(A
L
S
O
K
N
O
W
N
A
S
L
Y
N
D
O
N
B
.
J
O
H
N
S
O
N
F
R
E
EW
A
Y
)
(V
A
R
I
A
B
L
E
W
I
D
T
H
R
I
G
H
T
-
O
F
-
W
A
Y
)
SFPLP HOLDINGS
MANAGEMENT, LLC
(INST. NO. 201200037650)
O.P.R.D.C.T.
S 56
°
3
8'
0
6
"
W
1
6
4.
3
9'
S 68°23
'
1
1
"
W
1
6
0.
8
7'
S 69°26'
2
2
"
W
7
8
.
8
7'
S 70°42
'
3
1
"
W
5
6
.
4
9
'
S 73°54'2
3
"
W
1
0
4
.
9
8
'
S 75°29'38
"
W
1
9
9
.
7
5
'S 37°25'01" W 60.69'
S 64°3
3'
2
0
"
W
9
5.
8
1'N 00°18'16" W 576.39'N 89°41'14" E 552.48'S 00°39'34" W 13.76'
N 89°44'14" E 210.72'S 00°15'48" E 5.89'Δ=36°55'41"R=306.59'CB=S18°43'49"ECD=194.20'L=197.60'
S 37°11'03" E 15.40'
GI
GI
GI
GI
CI
FH CI
FH
FH
CI
CI
BACKFLOW PREVENTOR
8" WATER8" WATERLP
LP
LP
LP
LP
LP
FDC
DOMESTIC SERVICE
FH
FH
IRR.
WMWM
8" WATER
8" WAT
E
R 8" WATERBACKFLOW
PREVENTOR
CONNECT TO
EXISTING 12" WATER
CONNECT TO
EXISTING 12" WATER
1
2
MH MH
CONNECT TO
EXISTING MANHOLE
8" SEWER
DOMESTIC
SERVICE WITH
METER
10' WATER
EASEMENT
EXISTING
HEADWALL
IRRIGATION
SERVICE WITH
METER
PROPOSED
HEADWALL
EXISTING
60" RCP
WM
1
EX. STORM
EX. STORMEX. STORM
EX. STORM
EXISTING
60" RCP
EX. WATERPROPOSED TRANSFORMER
IRRIGATION SERVICE
WITH METER
PROPOSED 20'
DRAINAGE
EASEMENT
WATER METER SCHEDULE
SIZE NO.TYPEID NO.
IRRIGATION (PD METER)
3"
1
2
2
1
PROPOSED
PROPOSED
2"
DOMESTIC (PD METER)
1 OF 1PRELIMINARY UTILITY PLANTYPICAL
FIRE HYDRANT ASSEMBLY
12"/16" WL 6"SERVICEFIRE HYDRANT ASSEMBLY
INCLUDES:
1 - 12"x6" TEE
1 - 6" VALVE
1 - 6" SERVICE
1 - FIRE HYDRANT
NOTE:
FIRE HYDRANT
PER CITY STANDARDS
10' WATER
ESMT.
TYPICAL
DOMESTIC METER
& FIRE SERVICE
12"/16" WL 2" DOMESTICSERVICE8" FIRESERVICEREVISIONS
REV NO.DATE DESCRIPTION
DESIGNED BY:
DATE:
PROJECT NUMBER:
SHEET NO.
2595 Dallas Parkway, Suite 101
BGE, Inc.
Frisco, TX 75034
TBPE Registration No. F-1046
Tel: 972-464-4800 ●www.bgeinc.com
Copyright 2020
CONTACT: 1-800-DIG-TESS
48 HOURS PRIOR TO CONSTRUCTION
CAUTION !!!SFLP HOLDINGSLOT 3, BLOCK A!!CAUTION !!
Contractor to Verify exact location & Depth of
Exist Facilities Prior to any Construction
Activities
JTH
FEBRUARY 2021 CITY OF COPPELL, DALLAS COUNTY, TEXASCHECKED BY:
8499-00\\browngay.net\panzura\Regions\TXN\Projects\SFLP_Holdings_Management_LLC\8499-00-135408_SF_Ind_Bldg_Fritz_&_Freept_Pkwy\LD\01_CADD\01_Shts\SFLP_WATER PLAN.dwg Mar 02, 2021-7:42am jhaleBGE, INC.PROEJCT NAMETHESE PLANS ARE ISSUED FOR
THE PURPOSE OF PRELIMINARY REVIEW
AND ARE NOT INTENDED FOR
CONSTRUCTION.
WHEN ISSUED IN
FINAL FORM THEY WILL BE
SEALED, SIGNED AND DATED.
RESPONSIBLE ENGINEER:
BGE, INC.
TEXAS REGISTERED ENGINEERING
FIRM F-1046
JUSTIN F. LOECKER, P.E.
TEXAS REGISTRATION NO. 136868
NKH
1250 S. FREEPORT PKWY.
SFPLP HOLDINGS MANAGMENT LLC
COPPELL, TEXAS 75019
OWNER/DEVELOPER
Contact: Ralph Novak
Tel: 817-851-4723
BM#1 "X" CUT SET ON CRUB, NORTH SIDE OF FRITZ DRIVE ±900' WEST
OF THE CENTER LINE OF FREEPORT PARKWAY, ±70' WEST OF A
FIRE HYDRANT AND ±10' SOUTH EAST OF A SLOW DOWN SIGN.
NORTHING=7030476.91 EASTING=2424663.15 ELEV=522.40
BM#2 "X" CUT SET ON CURB INLET, SOUTH SIDE OF FRITZ DRIVE ±515'
WEST OF THE CENTERLINE OF FREEPORT PARKWAY AND ±45'
WEST OF A POWER POLE
NORTHING=7030424.37 EASTING=2425062.84 ELEV=521.65
BM#3 "X" CUT SET ON CURB INLET, SOUTH SIDE OF FRITZ DRIVE, ±150'
WEST OF THE CENTERLINE OF FREEPORT PARKWAY, ±70' WEST
OF A POWER POLE AND ±70' WEST OF A NO PARKING SIGN.
NORTHING=7030425.73 EASTING=2425429.21 ELEV=521.33
BM#4 "X" CUT SET ON SIDEWALK, WEST SIDE OF FREEPORT PARKWAY,
±20' NORTH OF A BRIDGE WALL, ±65' SOUTH OF A STORM
MANHOLE AND ±20' NORTH OF THE END OF A GUARDRAIL.
NORTHING=7030310.36 EASTING=2425575.38 ELEV=522.25
BENCH MARK LIST
BEFORE YOU DIG, CALL DIG TESS
1-800-DIG-TESS
!!WARNING!!
EXISTING UNDERGROUND UTILITIES. CONTRACTOR
SHALL VERIFY THE EXACT LOCATION OF ALL UTILITIES
AND COORDINATE WITH CORRESPONDING COMPANYPRIOR TO CONSTRUCTION.
ARCHITECT
1201 NORTH BOWSER ROAD
HALFF ASSOCIATES, INC.
RICHARDSON, TEXAS 75081
Contact: Alan Lafon
Tel: 214-346-6200
LEGEND
PROPERTY LINE
EXISTING SANITARY SEWER AND MANHOLE
EXISTING WATER AND FIRE HYDRANT
SS PROPOSED SANITARY SEWER
W PROPOSED WATER
PROPOSED STORM LINE
EASEMENT LINE
EXISTING STORM LINE
SS
W W
EXISTING GAS LINEGAS
EXISTING OVERHEAD ELECTRICOHE
PROPOSED GATE VALVE
FIRE DEPARTMENT CONNECTION
PROPOSED FIRE HYDRANT ASSEMBLY
PROPOSED MANHOLE
PROPOSED DOMESTIC METER
PROPOSED IRRIGATION METER
PROPOSED GRATE INLET
PROPOSED WYE INLET
EXISTING UNDERGROUND ELECTRICUGE
PROPOSED GAS LINEGAS
PROPOSED CURB INLET
POWER POLE
WATER NOTES:
1.CONTRACTOR TO NOTIFY ENGINEER IF EXISTING CONDITIONS VARY
FROM THOSE SHOWN.
2.REFER TO MEP AND ARCHITECTURAL PLANS FOR CONNECTION TO
DOWNSPOUTS AT BUILDINGS AND FLOWLINES.
3.CONTRACTOR SHALL NOTIFY ENGINEER IF EXISTING FLOWLINE
ELEVATIONS DO NOT MATCH THOSE SHOWN ON THE PLAN.
4.CONTRACTOR TO ADJUST MANHOLE RIM ELEVATIONS TO MATCH
FINISH GRADE.
5.CONTRACTOR TO REMOVE SILT AND DEBRIS FROM END OF EXISTING
STORM SEWER PRIOR TO MAKING CONNECTION.
6.REFER TO CITY OF FRISCO CONSTRUCTION DETAILS AND
SPECIFICATIONS.
7.ALL UTILITY STUBS SHOWN SHALL BE PLUGGED 5' PAST PROPOSED
PAVEMENT EDGE OR 5' OUTSIDE THE BUILDING.
8.REFER TO TCEQ DESIGN GUIDELINES FOR ALL UTILITY CROSSINGS.
9.A 5-FOOT CLEARANCE SHALL BE MAINTAINED AROUND ALL FIRE
HYDRANTS.
10.FIRE SPRINKLER LINE SHALL BE SIZED AND INSTALLED BY A STATE
LICENSED FIRE SPRINKLER CONTRACTOR.
11.ALL WATER METERS SHALL BE LOCATED IN LANDSCAPE AREAS.
12.WATER TO HAVE A MINIMUM 4' OF COVER.
15' T.X.U. ELECTRIC
COMPANY EASEMENT
(VOL. 99172, PG. 16)
D.R.D.C.T.
7.5' SIDEWALK & UTILITY
EASEMENT
(VOL. 99172, PG. 16)
D.R.D.C.T.
DRAINAGE EASEMENT
(INST. NO. 201700240374)
O.P.R.D.C.T.
10' SANITARY SEWER
EASEMENT
(INST. NO. 201700240374)
O.P.R.D.C.T.
SIDEWALK EASEMENT
(INST. NO. 201700240374)
O.P.R.D.C.T.
WATER LINE EASEMENT
(INST. NO. 201700240374)
O.P.R.D.C.T.
WATER LINE EASEMENT
(INST. NO. 201700240374)
O.P.R.D.C.T.
SIDEWALK EASEMENT
(INST. NO. 201700240374)
O.P.R.D.C.T.
20' HIKE AND BIKE
TRAIL EASEMENT
(VOL. 98043, PG. 1)
10' UTILITY EASEMENT
(VOL. 82137, PG. 690)
D.R.D.C.T.
10' UTILITY EASEMENT
(VOL. 82137, PG. 690)
D.R.D.C.T.
T.P. & L. EASEMENT
(VOL. 71159, PG. 743)
D.R.D.C.T.
T.P. & L. EASEMENT
(VOL. 71159, PG. 743)
D.R.D.C.T.
EXISTING 10' DRAINAGE
EASEMENT VANNO PARKINGNO PARKINGNO PARKINGWWWWWWWWWWWWWW
W W W W W W W W W W W
W
W
W
W
W
W
W
W
W
W WW WWWWWWWWWWW W
SS SSSSSS
SSSSSSSSSST
W W W W W
TRACT 2
SFPLP HOLDINGS
MANAGEMENT, LLC
(INST. NO. 201200031715)
O.P.R.D.C.T.
7.384 Acres
321,659 Square Feet
LOT 3, BLOCK A
GATEWAY BUSINESS PARK NO. 2
(INST. NO. 201700240374)
O.P.R.D.C.T.
FRITZ DRIVE
(FORMERLY KNOWN AS COTTON ROAD)
(57.50-FOOT WIDE RIGHT-OF-WAY)
I
N
T
E
R
S
T
A
T
E
H
I
G
HW
A
Y
6
3
5
(A
L
S
O
K
N
O
W
N
A
S
L
Y
N
D
O
N
B
.
J
O
H
N
S
O
N
F
R
E
EW
A
Y
)
(V
A
R
I
A
B
L
E
W
I
D
T
H
R
I
G
H
T
-
O
F
-
W
A
Y
)
SFPLP HOLDINGS
MANAGEMENT, LLC
(INST. NO. 201200037650)
O.P.R.D.C.T.
S 56
°
3
8'
0
6
"
W
1
6
4.
3
9'
S 68°23
'
1
1
"
W
1
6
0.
8
7'
S 69°26'
2
2
"
W
7
8
.
8
7'
S 70°42
'
3
1
"
W
5
6
.
4
9
'
S 73°54'2
3
"
W
1
0
4
.
9
8
'
S 75°29'38
"
W
1
9
9
.
7
5
'S 37°25'01" W 60.69'
S 64°3
3'
2
0
"
W
9
5.
8
1'N 00°18'16" W 576.39'N 89°41'14" E 552.48'S 00°39'34" W 13.76'
N 89°44'14" E 210.72'S 00°15'48" E 5.89'Δ=36°55'41"R=306.59'CB=S18°43'49"ECD=194.20'L=197.60'
S 37°11'03" E 15.40'
GI
GI
GI
GI
CI
FH CI
FH
FH
CI
CI
BACKFLOW PREVENTOR
8" WATER8" WATERLP
LP
LP
LP
LP
LP
FDC
DOMESTIC SERVICE
FH
FH
IRR.
WMWM
8" WATER
8" WAT
E
R 8" WATERBACKFLOW
PREVENTOR
CONNECT TO
EXISTING 12" WATER
CONNECT TO
EXISTING 12" WATER
1
2
MH MH
CONNECT TO
EXISTING MANHOLE
8" SEWER
DOMESTIC
SERVICE WITH
METER
10' WATER
EASEMENT
EXISTING
HEADWALL
IRRIGATION
SERVICE WITH
METER
PROPOSED
HEADWALL
EXISTING
60" RCP
WM
1
EX. STORM
EX. STORMEX. STORM
EX. STORM
EXISTING
60" RCP
EX. WATERPROPOSED TRANSFORMER
IRRIGATION SERVICE
WITH METER
WATER METER SCHEDULE
SIZE NO.TYPEID NO.
IRRIGATION (PD METER)
3"
1
2
2
1
PROPOSED
PROPOSED
2"
DOMESTIC (PD METER)
1 OF 1PRELIMINARY UTILITY PLANTYPICAL
FIRE HYDRANT ASSEMBLY
12"/16" WL 6"SERVICEFIRE HYDRANT ASSEMBLY
INCLUDES:
1 - 12"x6" TEE
1 - 6" VALVE
1 - 6" SERVICE
1 - FIRE HYDRANT
NOTE:
FIRE HYDRANT
PER CITY STANDARDS
10' WATER
ESMT.
TYPICAL
DOMESTIC METER
& FIRE SERVICE
12"/16" WL 2" DOMESTICSERVICE8" FIRESERVICEREVISIONS
REV NO.DATE DESCRIPTION
DESIGNED BY:
DATE:
PROJECT NUMBER:
SHEET NO.
2595 Dallas Parkway, Suite 101
BGE, Inc.
Frisco, TX 75034
TBPE Registration No. F-1046
Tel: 972-464-4800 ●www.bgeinc.com
Copyright 2020
CONTACT: 1-800-DIG-TESS
48 HOURS PRIOR TO CONSTRUCTION
CAUTION !!!SFLP HOLDINGSLOT 3, BLOCK A!!CAUTION !!
Contractor to Verify exact location & Depth of
Exist Facilities Prior to any Construction
Activities
JTH
FEBRUARY 2021 CITY OF COPPELL, DALLAS COUNTY, TEXASCHECKED BY:
8499-00\\browngay.net\panzura\Regions\TXN\Projects\SFLP_Holdings_Management_LLC\8499-00-135408_SF_Ind_Bldg_Fritz_&_Freept_Pkwy\LD\01_CADD\01_Shts\SFLP_WATER PLAN.dwg Feb 11, 2021-4:03pm jhaleBGE, INC.PROEJCT NAMETHESE PLANS ARE ISSUED FOR
THE PURPOSE OF PRELIMINARY REVIEW
AND ARE NOT INTENDED FOR
CONSTRUCTION.
WHEN ISSUED IN
FINAL FORM THEY WILL BE
SEALED, SIGNED AND DATED.
RESPONSIBLE ENGINEER:
BGE, INC.
TEXAS REGISTERED ENGINEERING
FIRM F-1046
JUSTIN F. LOECKER, P.E.
TEXAS REGISTRATION NO. 136868
NKH
1250 S. FREEPORT PKWY.
SFPLP HOLDINGS MANAGMENT LLC
COPPELL, TEXAS 75019
OWNER/DEVELOPER
Contact: Ralph Novak
Tel: 817-851-4723
BM#1 "X" CUT SET ON CRUB, NORTH SIDE OF FRITZ DRIVE ±900' WEST
OF THE CENTER LINE OF FREEPORT PARKWAY, ±70' WEST OF A
FIRE HYDRANT AND ±10' SOUTH EAST OF A SLOW DOWN SIGN.
NORTHING=7030476.91 EASTING=2424663.15 ELEV=522.40
BM#2 "X" CUT SET ON CURB INLET, SOUTH SIDE OF FRITZ DRIVE ±515'
WEST OF THE CENTERLINE OF FREEPORT PARKWAY AND ±45'
WEST OF A POWER POLE
NORTHING=7030424.37 EASTING=2425062.84 ELEV=521.65
BM#3 "X" CUT SET ON CURB INLET, SOUTH SIDE OF FRITZ DRIVE, ±150'
WEST OF THE CENTERLINE OF FREEPORT PARKWAY, ±70' WEST
OF A POWER POLE AND ±70' WEST OF A NO PARKING SIGN.
NORTHING=7030425.73 EASTING=2425429.21 ELEV=521.33
BM#4 "X" CUT SET ON SIDEWALK, WEST SIDE OF FREEPORT PARKWAY,
±20' NORTH OF A BRIDGE WALL, ±65' SOUTH OF A STORM
MANHOLE AND ±20' NORTH OF THE END OF A GUARDRAIL.
NORTHING=7030310.36 EASTING=2425575.38 ELEV=522.25
BENCH MARK LIST
BEFORE YOU DIG, CALL DIG TESS
1-800-DIG-TESS
!!WARNING!!
EXISTING UNDERGROUND UTILITIES. CONTRACTOR
SHALL VERIFY THE EXACT LOCATION OF ALL UTILITIES
AND COORDINATE WITH CORRESPONDING COMPANYPRIOR TO CONSTRUCTION.
ARCHITECT
1201 NORTH BOWSER ROAD
HALFF ASSOCIATES, INC.
RICHARDSON, TEXAS 75081
Contact: Alan Lafon
Tel: 214-346-6200