Item 6B - PlansSite Data Summary Chart
Single Family Residential Lots
10
Open Spaces
2
Residential Lots
79.90 %
8.63 ac.
Open Spaces
12.99 %
1.42 ac.
R.O.W.
7.11 %
0.80 ac.
Gross Acreage
100.00%
10.85 ac.
Net Density
0.995
Site Data
Gross Acreage
10.85 ac.
Gross Density
0.92/units
Lot Summary
per ac.
Residential Lots
10
Minimum Lot Size
25,041 s.f.
Average Lot Size
37,740 s.f.
Zoning & Current Use
Existing Zoning:
AG
Proposed Zoning:
RPUD
Current Use:
AG -
Residential
Proposed Use:
Single-family Residential
FENCE/WALL DIAGRAM
37,6345.F.
lT I�
I�
2os�\ m
4 I�
�is, ���\ li• ..
!), ♦`r�(,\�� DE ENTION
40'REAR SETBACK AREA
F� �F2T \� 40'REAR SETBACK 15,656 sF.
__________——
,�
' 1 ``S'
��o sF io I 3 4
I Im I 25,041 S.F. I � 25,0635.F. ' S �
u i
Z31,215 S.F.
Q ;
I- 35'FRONTSETBACK 6 -
\� - - 35,407 S.F. / Q.S. Z S tEt80./1 - ,�ynE 53,911 S.F.
ENTRY \ '�� A\ - 35 F0.013�S�ePGK---SIB-IX unin. cassne,r �� If 37,9055. F. ly
MONUMENTATION \ 10
\ ✓ Of 49,185 S.F. ; I' 9 15'SIDES
O. S.B F \ �G9'9q I 40,356 S.F. s``I - _-
\\ r:F�9s III Nr-- '-----,
g
-REAR StT-------I' ' 54,191 S.F.
µFAR SETBAa
\ \ NO OLSNRB AREA
Fence Legend
6' Iron Fence
6' Wood Fence
6' Retain Existing Iron Fence
6' Wood Fence or 6' Iron Fence with -
optional wood slats for privacy
Applicant:
Schelling Martin W
2665 N White Cpl. Blvd.
Southlake, Tx. 76092
Engineer:
Redinger Group, LLC
P.O. Box 93206
Southlake, Texas 76092
817-253-5727
Attn: Clayton Redinger, P.E.
Planner:
4000
24 FEB 25 1" = 50'
0 50'
SAGE GROUP, INC.
Master Planning
Urban Design
Architecture
Landscape Architecture
1130 N. Carroll Ave., Ste. 200
Southlake, Texas 76092
817-424-2626
100'
200'
f*. _
•ti•' ..F1. r••�iih. �l i
•RADAFOR I TRACKER : s
JOHN KEVIN L*
Pi
Alp
15' SIDE SETBACK "'o- $�
} .
s I KORIAKUNTA SIVA L
RIF
\`\ 1 NAPHTALI AND KO RIAKU NTA H E RMA L
I �
O,o \` �' I JACQUELINE BEN-MEIR
0.\ 37,634 S.F.
I
\ \ I REVOCABLE TRUST P
Ln
6k \V,�� -1
\ IL
}� \
IL
rr
I
40' REAR SETBACK
Ate. •IrN �I �I \`, ; ; — — — — — — — — — — — — — — — —
r `
• ..'000.0�
• ��� 45,516 S.F. I
TUTLE. PAUL _ \
TUTLE DIA 'A
r�•k
/
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r ti
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— 40' REAR SETBACK — —
i r - - - -- --
— — —,
j I /C/7
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25,041 S.F. i 25,063 S.F. 5 ,� /
•
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Ir
In
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/ — 35' FRONT SETBACK
/ 1 /
3.`
,
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71
x r
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5' SIDEWALK AND > UTILITY EASEMENT
I I 3S� FROG 7 I M
� Q n
A 3S' FRO I FTegO I / I I 37,405 S.F.
K I I
RY\,
MONUMENTATION \ \ I I I
CARROLL - - \
ISD r t z4.00 \ s
O.S. 1
7,876 S.F.
\
s
I
J \
Development Plan
10
I I L
44,185S.F. in,j I I •�-�5 _SI_D_SE__9 _ I
I I 40,358 S.F.
\ ETBAC KI •
I --_— I Irnl I
j 40' REgR SETBAC 4 S.F.
/
I 1a
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\TBACK
' REAR SE40
•
\ 4 J
ti f• .� y •L Ili' 1 ' ,'
•. .r r,
f C
O.S. 2
53,917 S.F.
_f
MCKEOWN KENNETH NO DISTUF
CHARLES
r
. �` r to •';�
oe�.
5 a�'
• •` rr
s• a -
r
OAK POI NTE
HOME OWNERS
ASSOCIATION
.i "
I' Y I '
.L
f416
BROOMBRITTG
:OWN•_. KELLY CH
.r
0RD01WZ -q
IVING TRUST
ti
I
k R
.}. C
rl C
TR
EA.-P
10
!4 16L n
Case ZA25-0002
Schellin Pro r�
Southlake, Tarrant County, Texas
PROTECTED TREES
Tree #
Size & Species
2901
12" LIVE OAK
2902
14" LIVE OAK
2903
12" LIVE OAK
2904
10" LIVE OAK
2905
14" LIVE OAK
2906
14" LIVE OAK
2907
11" LIVE OAK
2908
14" LIVE OAK
2909
14.5" LIVE OAK
2910
17" LIVE OAK
2911
16" LIVE OAK
2912
21" LIVE OAK
2913
19" LIVE OAK
19" LIVE OAK
2915
17" LIVE OAK
2916
18" LIVE OAK
2917
17.5" LIVE OAK
2918
12" LIVE OAK
2919
21" LIVE OAK
2920
14" LIVE OAK
2921
19" LIVE OAK
2922
18" LIVE OAK
2923
23" LIVE OAK
2924
19.5" LIVE OAK
2925
19" LIVE OAK
2926
19" LIVE OAK
2927
14.5" LIVE OAK
2928
13.5" LIVE OAK
2929
26" LIVE OAK
2930
12" LIVE OAK
2931
18" LIVE OAK
PROTECTED TREES
Tree #
Size & Species
4048
10" CEDAR
4049
10" CEDAR
4050
10" CEDAR
4051
10" CEDAR
4052
10" CEDAR
4053
10" CEDAR
4054
10" CEDAR
4055
17" POST OAK
4056
33.5" POST OAK
4057
21" POST OAK
4059
24" POST OAK
4060
14" POST OAK
4061
(5) 24" POST OAKS
4062
14" RED OAK
4063
14" RED OAK
4064
12" RED OAK
Applicant:
Schelling Martin W
2665 N White Cpl. Blvd.
Southlake, Tx. 76092
Engineer:
PROTECTED TREES
Tree #
Size & Species
2932
17.5" LIVE OAK
2933
15" LIVE OAK
2934
15" LIVE OAK
2935
12" LIVE OAK
2936
16.5" LIVE OAK
2937
25.5" LIVE OAK
2938
14.7" LIVE OAK
2939
17" LIVE OAK
2940
18" LIVE OAK
2941
20" LIVE OAK
2942
18.5" LIVE OAK
2943
18.5" LIVE OAK
2944
16" LIVE OAK
2946
dbl 16" POST
2947
dbl 30" POST
2948
dbl 30" POST
2949
20" POST OAK
2952
10" RED OAK
2953
5" RED OAK
2954
5" RED OAK
2955
5" RED OAK
2967
25" PECAN
2969
10" POST OAK
2970
16" POST OAK
2971
21" POST OAK
2972
18" POST OAK
2973
17.5" POST OAK
2974
12" POST OAK
2975
21" POST OAK
2976
21" POST OAK
PROTECTED TREES
Tree #
Size & Species
2977
16.5" POST OAK
2978
20" POST OAK
2979
17" POST OAK
2980
13.5" POST OAK
2981
14" POST OAK
2982
15" POST OAK
2983
15" POST OAK
2984
15" POST OAK
2985
15" POST OAK
2986
12.5" POST OAK
2987
9" POST OAK
2988
23" POST OAK
2989
23" POST OAK
2990
17" POST OAK
2991
15.5" POST OAK
2992
17" POST OAK
2993
7.5" POST OAK
3019
18" COTTONWOOD
3020
23" COTTONWOOD
3021
32" COTTONWOOD
3022
32" COTTONWOOD
3023
8.5" COTTONWOOD
3024
8.5" COTTONWOOD
3025
40.5" COTTONWOOD
3026
20.5" PECAN
3028
12 RED OAK
3036
12" CEDAR
3037
10" REDOAK
3038
10" REDOAK
3039
10" REDOAK
3040
18.5" POSTOAK
TREES TO BE ALTERED
Tree #
Size & Species
2950
14" POST OAK
2951
22" POST OAK
2956
10" RED OAK
2957
12" RED OAK
2958
12" RED OAK
2959
12" RED OAK
2961
12" RED OAK
2963
20" LIVE OAK
2964
10" POST OAK
2965
10" POST OAK
2966
DOUBLE 30" COTTONWOOD
2968
25" PECAN
3000
14.5" POST OAK
3001
14.5" POST OAK
3029
20" CEDAR
3031
14" CEDAR
3033
14" CEDAR
3034
14" CEDAR
3035
8" CEDAR
4009
11" POST OAK
4010
7" POST OAK
4011
7" POST OAK
4012
11" POST OAK
4013
10" POST OAK
4014
36.5" AMERICAN ELM
4015
21" AMERICAN ELM
4016
10" CEDAR
4017
10" CEDAR
4018
10" CEDAR
4019
10" CEDAR
4020
10" CEDAR
4021
10" CEDAR
4022
10" CEDAR
Redinger Group, LLC
P.O. Box 93206
Southlake, Texas 76092
817-253-5727
Attn: Clayton Redinger, P.E.
Planner:
24 FEB 25
SAGE GROUP, INC.
Master Planning
Urban Design
Architecture
Landscape Architecture
1130 N. Carroll Ave., Ste. 200
Southlake, Texas 76092
817-424-2626
1" = 50'
0 50' 100'
PROTECTED TREES
Tree #
Size & Species
4001
8.5" POST OAK
4002
13" POSTOAK
4003
20" POSTOAK
4004
14" POST OAK
4005
8.5" POST OAK
4006
16" POST OAK
4023
10" CEDAR
4024
10" CEDAR
4025
10" CEDAR
4026
10" CEDAR
4027
10" CEDAR
4028
12" CEDAR
4029
12" CEDAR
4030
12" CEDAR
4031
12" CEDAR
4032
12"CEDAR
4033
12" CEDAR
4034
12" CEDAR
4035
12" CEDAR
4036
12" CEDAR
4037
13" LIVEOAK
4038
10" CEDAR
4039
10" CEDAR
4040
10" CEDAR
4041
10" CEDAR
4042
10" CEDAR
4043
10" CEDAR
4044
10" CEDAR
4045
10" CEDAR
4046
10" CEDAR
4047
10" CEDAR
BORDERLINE TREES
Tree #
Size & Species
2960
12" RED OAK
2962
12" RED OAK
2994
15" POST OAK
2995
16" POST OAK
2996
23" POST OAK
2997
18" POST OAK
2998
13" POST OAK
2999
20" POST OAK
4007
15" POST OAK
4008
10.5" POST OAK
3030
12" CEDAR
3032
14" CEDAR
Trees
Protected Trees
Borderline Trees
Trees to be Altered
Tota I L
Trees R.(
0 139
0 12
0 33
Mom
Tree Canopy Coverage
Total site area
Total existing canopy
Preserved tree canopy
Protected tree canopy (green)
Borderline Trees (yellow)
Trees to be altered (red)
200'
N74,364 s.f. --> 71.60%
N 6,449 s.f. --> 6.20%
N23,043 s.f. --> 22.20%
N 103,856 s.f. --> 100.00%
Tree Conservation PI
Case ZA25-0002
SChelling Property
Southlake, Tarrant County, Texas
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DRAINAGE AREA LABEL
AC 10
FLOW ARROW (POST -PROJECT)
DRAINAGE DIVIDE
501 EXISTING CONTOUR MINOR
-500- - EXISTING CONTOUR MAJOR
0 DESIGN POINT
1
i
I
0 50 100 200
( IN FEET )
1 INCH = 100 FT
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)
01
9.3
COM LT
0.78
10
4.22
31
6.49
47
9.76
71
02
7.4
SF-0.5
0.52
20
3.00
12
4.60
18
6.90
27
03
7.9
SF-1 +
0.51
18
3.20
13
4.90
20
7.40
30
Al
8.1
UNDEV
0.30
15
3.50
9
5.34
13
8.02
19
A2
1.6
UNDEV
0.30
15
3.50
2
5.34
3
8.02
4
31
0.7
SF-1 +
0.51
15
3.50
1
5.34
2
8.02
3
B2
0.4
UNDEV
0.30
15
3.50
0
5.34
1
8.02
1
DP -A
32.7
MIXED
0.54
27
2.60
46
3.80
67
5.80
102
DP-B
16.7
MIXED
0.66
24
2.75
31
4.25
47
6.25
69
DP-C
7.9
MIXED
0.51
18
3.20
13
4.90
20
7.40
30
�y
F
N
w
w
°oa S I TE of
E. DOVE
.y
I
VICINITY MAP
SCALE: 1 " = 2000'
1. FINAL CALCULATIONS TO BE PROVIDED WITH FINAL
ENGINEERING PLANS
2. CRITERIA BASED ON CITY OF FORT WORTH ISWM CRITERIA
MANUAL FOR SITE DEVELOPMENT AND CONSTRUCTION.
(LATEST EDITION)
3. FINAL ENGINEERING REVIEW AND COORDINATION MAY
RESULT IN MINOR ADJUSTMENTS TO THIS PLAN
PROJECT NAME:
PROJECT NUMBER:
CONDITION:
COUNTY:
DATE:
2665 N WHITE CHAPEL
1047-01
EXISTING
TARRANT
16- Dec-2024
SHEET
SHALLOW CONCENTRATED
PIPE
OPEN CHANNEL
RESULTS
BASIN ID
LENGTH (ft)
SLOPE (ft/ft)
SURFACE MANNING'S n
VEL (fps)
TIME (hr)
TIME (min)
LENGTH (ft)
SLOPE (ft/ft) SURFACE VEL (fps) TIME (min)
LENGTH (FT)
SLOPE (ft/ft)
MANNING'S n
DIAMETER (in)
VEL (fps)
TIME (min)
LENGTH (FT)
SLOPE (ft/ft)
MANNING'S n
VEL (fps)
TIME (min)
TC (min)
LAG (min)
01
0.1
0.020
Short Grass Prairie
0.15
0.04
0.00
0.0
Unpaved - -
-
-
-
-
-
743
0.005
0.04
2.63
4.70
4.74
2.8
- - Unpaved - -
- - - - - -
- - - - -
- - Unpaved - -
- - - - - -
- - - - -
02
75
0.010
Dense Grasses
0.24
0.09
0.24
14.3
300
0.010 Unpaved 1.61 3.10
292
0.005
0.0013
21
5.02
0.97
134
0.020
0.04
5.27
0.42
19.73
11.8
- - Unpaved - -
183 0.005 0.0013 24 5.63 0.54
- - - - -
- - Unpaved - -
192 0.007 0.0013 27 7.38 0.43
- - - - -
03
75
0.011
Dense Grasses
0.24
0.09
0.23
13.7
600
0.040 Unpaved 3.23 3.10
-
-
-
-
-
-
440
0.016
0.04
4.71
1.56
18.38
11.0
- - Unpaved - -
- - - - - -
- - - - -
- - Unpaved - -
- - - - - -
- - - - -
Al
0.1
0.020
Short Grass Prairie
0.15
0.04
0.00
0.0
Unpaved - -
-
-
-
-
-
-
1000
0.021
0.04
5.40
3.09
3.12
1.9
- - Unpaved - -
- - - - - -
- - - - -
L: - - Unpaved - -
- - - - - -
- - - - -
CITY CASE NO. ZA25- 0002
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Reviewed By: CTR
Project: 1047-01
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RATIONAL METHOD RUNOFF CALCULATIONS (PROPOSED)
1. FINAL CALCULATIONS TO BE PROVIDED WITH FINAL ENGINEERING PLANS
2. CRITERIA BASED ON CITY OF FORT WORTH ISWM CRITERIA MANUAL FOR
SITE DEVELOPMENT AND CONSTRUCTION. (LATEST EDITION)
3. FINAL ENGINEERING REVIEW AND COORDINATION MAY RESULT IN MINOR
ADJUSTMENTS TO THIS PLAN
\
� I
I
I I
I
AREA NO.
AREA(AC)
DESCRIPTION
'C' VALUE
Tc(MIN)
12 (IN/HR)
02 (CFS)
110 (IN/HR)
010 (CFS)
1100 (IN/HR)
Q100 (CFS)
01
9.3
COM LT
0.78
10
4.22
31
6.49
47
9.76
71
02
7.4
SF-0.5
0.52
20
3.00
12
4.60
18
6.90
27
03
7.9
SF-1 +
0.51
18
3.20
13
4.90
20
7.40
30
A1.1
0.9
OPEN SPACE
0.34
15
3.50
1
5.34
2
8.02
2
A1.2
3.7
SF-0.5
0.52
15
3.50
7
5.34
10
8.02
15
A1.3
3.9
SF-1 +
0.51
15
3.50
7
5.34
11
8.02
16
A1.4
0.2
OPEN SPACE
0.34
15
3.50
0
5.34
0
8.02
1
A2.1
0.3
OPEN SPACE
0.34
15
3.50
0
5.34
1
8.02
1
A2.2
1.1
SF-1 +
0.51
15
3.50
2
5.34
3
8.02
4
B1
0.7
SF-1 +
0.51
15
3.50
1
5.34
2
8.02
3
DP -A
33.3
MIXED
0.58
27
2.60
50
3.80
74
5.80
113
DP-B
16.7
MIXED
0.66
24
2.75
31
4.25
47
6.25
69
DP-C
7.9
MIXED
0.51
18
3.20
13
4.90
20
7.40
30
DP-D
24.8
MIXED
0.61
25
2.65
40
4.15
63
6.20
1 94
Modified Rational Required Detention Storage Design (iSWM)
Design Point: C Design Storm
Areaex=
Tc.,,=
Cex=
32.7
acres
m i n
27
0.54
Areaprop=
Tcprop=
Cprop=l
33.3
acres
min
27
0.58
1-yr
5-yr
10-yr
25-yr
50-yr
100-yr
Intensity.,,=
2.35
3.60
4.12
4.87
5.45
6.09
inlhr
XAME
DRAINAGE AREA LABEL
AC 10
FLOW ARROW (POST -PROJECT)
DRAINAGE DIVIDE
- -501 - - EXISTING CONTOUR MINOR
-500 - EXISTING CONTOUR MAJOR
�D DESIGN POINT I
0 20 40 80
( IN FEET )
1 INCH = 40 FT
2,
�y
F
9,p
F
w
SITE
E. DOVE
.y
Q
VICINITY MAP
SCALE: 1 " = 2000'
Qex=
41.5
63.6
72.8
86.0
96.2
107.5
cfs
I
- - - - - -
Qaiiow=
Vr.q=
Vreq=
41.5
63.6
72.8
86.0
96.2
107.5
cfs
ac-ft
fC
0.162
0.225
0.256
0.323
0.336
0.381
7,071
9,817
11,173
14,063
14,621
16,607
\ \ Dur. Factor- 0.81 0.89 0.96 0,817 1.00 1,07
I
I
- / - /� / / / / �SWALE \ !J \�--- __- ����.--- ��\ � \ \ \ �� \WEIR STRUCTUREJ, \1
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\
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Drawn By: DSM
Reviewed By. CTR
Project: 1047-01
SHEET
2
alc
01
z
CITY CASE NO. ZA25- 0002
NOTES:
LEGEND
1.
ALL SEWER PIPE SHALL BE SDR-35 PVC.
2.
ALL WATER PIPE SHALL BE SDR-18 C-900.
PROP.
8" WATER LINE
3.
ALL CONSTRUCTION SHALL BE IN CONFORMANCE WITH THE CITY
PROP.
FIRE HYDRANT
OF SOUTHLAKE STANDARDS FOR PUBLIC WORKS CONSTRUCTION.
4.
ALL SEWER SERVICES ARE PRIVATE.
•
PROP.
SEWER MANHOLE
5.
ALL WATER SERVICES ARE PRIVATE FROM THE BUILDING TO THE
METER AND PUBLIC FROM THE METER TO THE WATER MAIN.
PROP.
8" SEWER LINE
6.
ALL WATERLINE SHALL HAVE A MINIMUM 2' VERTICAL CLEARANCE
- - —
PROP.
CULVERT
FROM DRAINAGE STRUCTURES AND SEWER SERVICES.
7.
THE LOCATION OF EXISTING WATER AND SANITARY SEWER
W
EXIST.
WATER MAIN
UTILITIES ARE APPROXIMATE. FINAL ENGINEERING REVIEW AND
ss
EXIST.
SEWER MAIN
COORDINATION MAY RESULT IN SOME MINOR ADJUSTMENTS TO
THIS PLAN.
8.
ALL WATERLINE SHALL BE INSTALLED WITH A MINIMUM COVER OF
42" UNLESS OTHERWISE NOTED OR EXPLICITLY APPROVED BY THE
CITY ENGINEER.
9.
FIRE HYDRANTS SHALL BE PLACED WITH STEAMER NOZZLE AT
LEAST 3' BEHIND BACK OF CURB.
10.
PRIVATE SANITARY SEWER SERVICES NEED A PLUMBING PERMIT
AND MUST BE INSPECTED BY BUILDING INSPECTIONS PRIOR TO
BURIAL.
\ I
\ °� \
JL
LOT 1
\ ` \ 37,634 SF
T \ \
8"w
INSTALL:
SSMH
0 25 50 100
( IN FEET )
INCH = 50 FT
ti
F
cy
9,p
F
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w
w
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SCALE: 1 " = 2000'
ss
CP.
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INSTALL:
OS-2 S S M H
I /
//
53,917 SF I I 20' SEWER
I �EASEMENT
LOT 3 LOT 4 \
25,041 SF 25,063 SF / LOT 5 � CS
2 / 31,215 SF
\ 45,516 SF
I INSTALL:
SSMH
\ I / I !'1T G \� /
--F\
INSTALL•
\ SSMH /
O �
O
o \_
q
CONNECT TO
EX 12" WATER
0
N
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I �
a"w
EXISTING
FIRE HYDRANT
IN
OD
r
/
INSTALL:
SSMH
10' UTILITY
INSTALL: I EASEMENT
FIRE HYDRANT
o\ \ LC
\ 44,1
OS-1 \
7,876 SF \
oy
I I
SF I LOT 9
I I 40,358 SF
I I
I � I
I � I
\ I I
--
—----------
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AL —
INSTALL: I
SSMH
30' ACCESS,
DRAINAGE & SEWER
EASEMENT
n
LOT 7
37,405 SF
I INSTALL:
4FIRE HYDRANT
I
LOT 8 I
54,191 SF
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XXX
30 ELEV = XXX
BM2
xxx
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Drawn By: DSM
Reviewed By: CTR
Project: 1047-01
SHEET
3
01
z
CITY CASE NO. ZA25— 0002