Item 7E - Exhibits7
Location Map
Site Data Summary Chart
Single Family Residential Lots
Residential Lots 90.57 % 7.59 ac.
R.O.W. 9.43 % 0.79 ac.
Gross Acreage 100.00% 8.38 ac.
Site Data
Gross Acreage
Gross Density
Lot Summary
Residential Lots
Minimum Lot Size
Average Lot Size
Owner:
Sexhus, Sanford C & Zoe N
500 E Bob Jones Rd
Southlake, TX 76092
Engineer:
Redinger Group, LLC
P.O. Box 93206
Southlake, Texas 76092
817-253-5727
Attn: Clayton Redinger, P.E.
Planner:
18 FEB 25
400�
III - cf)l
8.38 ac.
0.83/units
per ac.
7
43,653 s.f.
47,255 s.f.
Applicant / Developer:
BridgeRock Developments, LLC
404 N Oak St
Roanoke, Texas 76262
214-727-1110
Attn : Jody Boyd
SAGE GROUP, INC.
Master Planning
Urban Design
Architecture
Landscape Architecture
1130 N. Carroll Ave., Ste. 200
Southlake, Texas 76092
Curtis Young
TEL. 817-424-2626
Lot 1
William Phillips
No. 1017 Addition
Doc # 2019-464
Plat Records, Denton County, Texas.
COE Brass+Cons
Mon D-12
USA
Corps of Engineers
USA
Corps of Engineers
USA
Corps of Engineers
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r - sec #gels-4(�4
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584.0 Barn I Plat Records
00 I x see.ox oz C To c 8 I Denton County, Texas.
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Location stro, (lf 571.7
East Bob Jones Road `
3=4
William Phillips No. 1017 Addition Lot 1 Southlake City, Denton County, Texas
PROTECTED TREES
No.
Size
Type
45
24"
Oak Hollow
65
1411
Elm
66
911
M ulbry
84
25"
Oak
85
23"
Oak
509
24"
Oak --,Lean NE
513
14"
Elm
514
15"
Oak
525
22"
Oak
528
15"
Oak
530
13"
Oak
535
15"
Elm Some Weeping
544
18"
Oak
549
20"
Oak
562
15"
Oak
572
1211
Bois d Arc
582
23"
Oak
583
1711
Oak
584
711
M ulbry
589
1811
Oak
590
1811
Hack
595
23';,
Oak
607
18
Oak
614
21"
Oak
615
18"
Oak
617
18"
Oak
622
1711
Oak
623
18"
Oak
629
711
U n kwn
687
2711
Oak
807
611
Hack
808
611
Hack
809
711
Hack Lean+On the ground
810
7"
Hack
Owner:
Sexhus, Sanford C & Zoe N
500 E Bob Jones Rd
Southlake, TX 76092
Engineer:
Redinger Group, LLC
P.O. Box 93206
Southlake, Texas 76092
817-253-5727
Attn: Clayton Redinger, P.E.
Planner:
26 FEB 25
400�
III - Cl1l
TREES TO BE ALTERED
No.
Size
Type
689
2411
O a k
806
611
Hack
Total
Trees Trees
Trees
%
Protected Trees 0 34
94.44
Trees to be Altered 0 2
5.56
36
100%
Tree Canopy Coverage
Total site area
Total existing canopy
Preserved tree canopy
Protected tree canopy (green)
Trees to be altered (red)
Applicant /Developer:
BridgeRock Developments, LLC
404 N Oak St
Roanoke, Texas 76262
214-727-1110
Attn: Jody Boyd
SAGE GROUP, INC.
Master Planning
Urban Design
Architecture
Landscape Architecture
1130 N. Carroll Ave., Ste. 200
Southlake, Texas 76092
Curtis Young
TEL. 817-424-2626
365,170 s.f.
N 26,949 s.f.-->7.38%
N24,462 s.f. --> 90.77%
N 2,487 s.f. --> 9.23%
N261949 s.f. --> 100.00%
Lot 1
William Phillips
No. 1017 Addition
Doc # 2019-464
Plat Records, Denton County, Texas.
COE Brass+Cons
Mon D-12
USA
Corps of Engineers
USA
Corps of Engineers
13
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62
544
3�
530
549 --
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SCALE.- 1 " = 40'
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Corps of Engineers
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00 x 584.0 C To c 8 Denton County, Texas.
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3=4
Southlake City, Denton County, Texas
a
0
RATIONAL METHOD RUNOFF CALCULATIONS (EXISTING)
AREA NO.
AREA(AC)
DESCRIPTION
'C' VALUE
Tc(MIN)
12 (IN/HR)
02 (CFS)
110 (IN/HR)
010 (CFS)
1100 (IN/HR)
0100 (CFS)
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3.4
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5.1
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AC 10
FLOW ARROW (POST -PROJECT)
DRAINAGE DIVIDE
- -501 - - EXISTING CONTOUR MINOR
500- EXISTING CONTOUR MAJOR
DESIGN POINT
NOTES:
1. CRITERIA BASED ON CITY OF FORT WORTH ISWM CRITERIA MANUAL FOR
SITE DEVELOPMENT AND CONSTRUCTION. (LATEST EDITION)
2. FINAL ENGINEERING REVIEW AND COORDINATION MAY RESULT IN MINOR
ADJUSTMENTS TO THIS PLAN
RATIONAL METHOD RUNOFF CALCULATIONS (PROPOSED)
AREA NO.
AREA(AC)
DESCRIPTION
'C' VALUE
Tc(MIN)
12 (IN/HR)
02 (CFS)
110 (IN/HR)
Q10 (CFS)
1100 (IN/HR)
Q100 (CFS)
01
2.4
UNDEV
0.30
15
3.50
2.5
5.34
3.8
8.02
5.8
02
0.8
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0.30
15
3.50
0.8
5.34
1.3
8.02
1.9
Al
5.1
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0.51
15
3.50
9.1
5.34
13.9
8.02
20.9
A2
0.7
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0.51
15
3.50
1.2
5.34
1.9
8.02
2.9
A3
2.6
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0.51
15
3.50
4.6
5.34
7.1
8.02
10.6
DP 1
7.5
CALC
0.44
15
3.50
11.6
5.34
17.7
8.02
26.6
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ALL LOTS WILL BE ON PRIVATE SEPTIC SYSTEMS.
ALL WATER PIPE SHALL BE SDR-18 C-900.
ALL CONSTRUCTION SHALL BE IN CONFORMANCE WITH THE CITY
OF SOUTHLAKE STANDARDS FOR PUBLIC WORKS CONSTRUCTION.
ALL WATER SERVICES ARE PRIVATE FROM THE BUILDING TO THE
METER AND PUBLIC FROM THE METER TO THE WATER MAIN.
ALL WATERLINE SHALL HAVE A MINIMUM 2' VERTICAL CLEARANCE
FROM DRAINAGE STRUCTURES AND SEWER SERVICES.
THE LOCATION OF EXISTING WATER UTILITIES ARE APPROXIMATE.
FINAL ENGINEERING REVIEW AND COORDINATION MAY RESULT IN
SOME MINOR ADJUSTMENTS TO THIS PLAN.
ALL WATERLINE SHALL BE INSTALLED WITH A MINIMUM COVER OF
42" UNLESS OTHERWISE NOTED OR EXPLICITLY APPROVED BY THE
CITY ENGINEER.
FIRE HYDRANTS SHALL BE PLACED WITH STEAMER NOZZLE AT
LEAST 3' BEHIND BACK OF CURB.
INSTALL BACKFLOW PROTECTION (DOUBLE CHECK VALVE) FOR
SPRINKLER SYSTEM ON RISER.
6"W
0
LOT 4
47,560 SF
LOT 3
43,689 SF
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PROP. FIRE HYDRANT
PROP. SEWER MANHOLE
PROP. 8" SEWER LINE
PROP. CULVERT
EXIST. WATER MAIN
EXIST. SEWER MAIN
0 25 50 100
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