Item 7A - Plans Option A OnlyKIRKWOOD
BLVD
i
STILL WATER COURT :
5 CONCRETE SIDEWALK
I 2 /
1 1 ' 23,728 s.f. 7/
23,198 s.f. I
7 i
5
I I 0,273:
I 6 i
1 20,211 s.f /
I I
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O
O
Z
Wall /Of-Fenc
Legend
Retain existing fence
6' Ornamental Iron Fence
6' Masonry Wall
3
I �
I 26,903 s.f
4 ��--
�� 31,778 s.f. 1
< 1
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e Diagram
1y4" SQUARE (14 GA.) DECORATIVE IRON
TOP & BOTTOM RAILS, SPACED AS SHOWN
3" x 3" X Y2" DECORATIVE IRON POST
CAPS, "PYRAMIDAL TOP"
2"x2" DECORATIVE IRON POSTS,
8'-0" O.C. MAX. TYP.,
REFER TO PLANS FOR EXACT LOCATIONS
3/4" SQUARE (16 GA.) DECORATIVE IRON PICKETS
AT 4" O.C. (MEASURED FROM CENTER OF PANEL
OUT)
6' Ornamental Iron Fence
Engineer:
Icon Consulting Engineers, Inc.
2840 W. Southlake Blvd, Suite 110
Southlake, TX 76092
Tel: 817-552-6210
Contact: Clayton Redinger, P.E.
Owner / Applicant:
DeCavitte Properties
Phone: 817-946-0346
Contact: Dean DeCavitte
Planner:
� 0 0
25 AUG 21 1" = 40'
SAGE GROUP, INC.
Master Planning
Urban Design
Architecture
Landscape Architecture
1130 N. Carroll Ave., Ste. 200
Southlake, Texas 76092
817-424-2626
Site Data Summary Chart
Existing
Existing
Proposed
Number
Average
Density-
Total
Zoning
Land Use
Zoning
of Lots
Lot Size
DU/Gross
Acreage
(s.f.)
Acre
AG
Medium Density
SF-20A
6
24,348
0.6248
3.749 ac
Residential
GATEWAY
LAKES PARK
13.26 AC
L.U.Do = MMED USE
Zoning: AG
KIRKWOOD
BLVD
L.U.Do = MRED USE
Zoning:SP1
L.U.Do = MMD USE
Zoning: SP2
Notes:
-Front Setbacks are 35' Typical, except where noted.
-Rear Setbacks are 40' Typical
-Side Setbacks are 15' Typical, 15' street side
setback on corner lot
Zoning: SF20A
Zoning: SF20A
L.U.B. MENUM
CURB INLE
STILL WATER COURT RIMELEV.=580.28'
N 43"41 16" E THROAT ELEV.=579.23'
STILL WATER COURT FL 18" RCP N=576.48'
8.52' — 5' CONCRETE SIDEWA
N 88"08'30" E 565.09' (so' R.o.w.
2—
583
124' 1566 585 584
86
Ir
CURB INLET/SDMH
RIM ELEV.=592.37'
THROAT ELEV.=591.40'
FL 18" RCP W=587.72'
�4.1'
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I`DOC. N. D T. � w 3. 749 A
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142' 20'
162'
15' SI E SETBACK
�L�Up,
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20,211 s f. I �'
1 ' I 5' SIDEWA &
Zoning: SF20A I
I �
/ 10' U.E. 7.5' U.E.
OC. NO. D206258413 7.5' U.E.
P.R.T.C.T. C. NO' D206258413
/ P.R.T.C.T.
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OVE EAD UTILITY
1 KEN 171'
10' MATCH E)
40' R.0-Vj -
0'
/ ~
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10' U.E.
OC. NO. D212055463
P.R.T.C.T.
10' LANDSCAPE I C
BUFFER YARD ESMT.
DOC. NO. D212055463
P.R.T.C.T.
10 U.E.
5' P.A.E.
Cj
0
20
3 , / 3 s.f.
FF �
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of
O
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N W 88"09'26" W 577.10'
'40' S' DEWALK &
UTILI ���4s3 L.U.B. D n n n n
R.O.W. M H EXISTfiO T D U IfvIJ
40' R.O.W.1 5' P.A.E.
5 P.A.E. \ oc. p�a,����i
N0. D212055463 ILPJI�
P.R.T.C.T. C)
10' U.E. 0 U 1 p
NO. D212055463 ( . LU' 10' 10' U.E. Zoning: RP
~o � 6 5 5' P.A. E.
Uj� _
S H —
_ E .=5 77
FL 6" PVC �(11N3S79W' T D
FL 8" PVC SE(oUT)=579.11' O L VALLEY
COUR
T
\
I31,%178Js.f.
Option A
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N Zoning : SF-1 A
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L.
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10' U.E.
Nt
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L VE;WEABi-TI TY
LINE NO WITHIN APPARENT
15' IDE S TBAC EA
L.U.B. MEMUM
DENSM
I OC.
Zoning: SF-1 A
I
1
1
1
1
1
1
1
1
Case No. ZA21-0058
Samuel Freeman Survey, Abstract No. A-525, Tract 5A03, City of Southlake, Tarrant County, Texas Southlake, Tarrant County, Texas
5' CONCRETE SIDEWALK ..
STILL WATER COURT
/
IRKWOOD
BLVD
�
r-------- = I
I
�\
�D
I I I 2 /
1 1
I 26,903 s.f.
Z
w
I 1 1 23,728 s.f.
I 23,198s.f. I I I
31,778s.f I
Z
1 -'' 5
20,273 s.f.
I
I 20,211 s.f.
I 1 I
I L--------I
1
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I
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I
i COTS
'
COURVAL���
T
I
I
Wall Fence
Diagram
Legend
Retain existing fence
6' Ornamental Iron Fence
6' Masonry Wall
1Y4" SQUARE (14 GA.) DECORATIVE IRON
TOP & BOTTOM RAILS, SPACED AS SHOWN
'3" x 3" X Y" DECORATIVE IRON POST
CAPS, "PYRAMIDAL TOP"
2"x2" DECORATIVE IRON POSTS,
8'-0" O.C. MAX. TYP.,
REFER TO PLANS FOR EXACT LOCATIONS
3/4" SQUARE (16 GA.) DECORATIVE IRON PICKETS
AT 4" O.C. (MEASURED FROM CENTER OF PANEL
OUT)
6' Ornamental Iron Fence
Engineer:
Icon Consulting Engineers, Inc.
2840 W. Southlake Blvd, Suite 110
Southlake, TX 76092
Tel. 817-552-6210
Contact: Clayton Redinger, P.E.
Owner / Applicant:
DeCavitte Properties
Phone: 817-946-0346
Contact: Dean DeCavitte
Planner:
30JUL 21 ill =40'
SAGE GROUP, INC.
Master Planning
Urban Design
Architecture
Landscape Architecture
1130 N. Carroll Ave., Ste. 200
Southlake, Texas 76092
817-424-2626
Site Data Summary Chart
Existing
Existing
Proposed
Number
Average
Density-
Total
Zoning
Land Use
Zoning
of Lots
Lot Size
DU/Gross
Acreage
(s.f.)
Acre
AG
Medium Density
SF-20A
6
241348
0.6248
3.749 ac
Residential
KIRKWOOD
BLVD �1
LJ \J 111118 . ICJ J
- JAD Land '
Manaaemen-
r�
Notes:
-Front Setbacks are 35' Typical, except where noted.
-Rear Setbacks are 40' Typical
-Side Setbacks are 15' Typical, 15' street side
setback on corner lot
AI .y y,f, -. • � F
f .
oniNoro
n 20A Zng.:S A _ F
. 1.27 AC
• 03C Dan Dinh Nguyen
k H Amo§, Jr.ry De4*1mes
Janke os Loan Thl �Vgo
Kathy D a 1 F20A
i
DE*Sn � RES DQ1�. � � �' Thomas tZ
_ I Rebecca Walt
EL
5' C SIDEWALK / -�r.5' U.
N 43°41'16" E
28.52' .,
Zo ing:SP +
MJ � A Frith
Properties 4.1'
thlaim
ti
_ F
0' LANDS
BUFFER YAR
EASEMEN
4
lake LLC
ML
Option A
rfl dr
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• • • • - - • dP A *1W
r
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L.U.D. �,:� �I•-�. ,�
�
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l PIP
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1 RESIDEt�TIA � J �) ��
• ► _ _jttt AL
F do
_ s DENSITY RESIDE T �. �• .j� , ,ir
Ti
�r
0058
Samuel Freeman Survey, Abstract No. A-525, Tract 5A03, City of Southlake, Tarrant County, Texas Southlake, Tarrant County, Texas
Tree Canopy Coverage
Total site area 163,306 s.f.
Total existing canopy 49,494 s.f. --> 30.31%
Preserved tree canopy (green) 31,669 s.f. --> 63.99%
Possible preserved tree canopy (yellow) 10,104 s.f. --> 20.41%
Removed tree canopy (red) 7,721 s.f. --> 15.60%
49,494 s.f. -> 100.00%
Legend AW
Preserved Tree Canopy
Possible Preserved Tree Canopy
Removed Tree Canopy
Applicant:
DeCavitte Properties
Phone: 817-946-0346
Contact: Dean DeCavitte
Planner:
30JUL 21 ill =40'
F
SAGE GROUP, INC.
Master Planning
Urban Design
Architecture
Landscape Architecture
1130 N. Carroll Ave., Ste. 200
Southlake, Texas 76092
817-424-2626
\ 1�
City of Southlake/
< \
ill ' N 4341'16" E
KIR-W O O D J
BLVD
l�
4.,
JAD Land
Management LLC /
9
Series 1
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I N
Properties r 4.1'
03 AC
�-Gar�y Denman
Kathy Denman
Option A
�- \ 1 0.92 AC
-- 1 \
�1.27AC �
\ `� Dan -Di n h A�n �
\ I << r
\, James H Amos, Jr. 1 /\I''
Janice Amos Lod 6 Thicf��, I ` � (
1.01 AC y
Thomas Wa tz a 11
10.69
f I Rb W\ I r
I
5' CONCRETE SIDEWALK
- I Peter_Aza riai` �f � I � I
I I I
WATER COURT
N 88 `OS'30" E 565.09 L- — — — -- —
i
26,903
_ I I 2 �Ir
�
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2,19 8 s_f. Pet r Aza m a r
o I
CG
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20,273 s.f.
20,21�1 slf
' SIDEWAL &
- UTILITY EASEMENT
All (r-0I nil fZi fa r 04es88
outJake J / ,I J PP 5
O '�IDEWAL 2& J ) ---/ %' U
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I � �
,
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I
J & A Frith
I
1 I Properties \
\�I S uthlake LLC \ I
I
1
STILL/
0.41 A
/ I 0.27 AC
10 LANDSCAPE ��� . 51 �� S �\ 11 Paul G. Dol
BUFFER YARD I r` Gregory B. Asher/I S r --I10' - ,� 0' U.E. D � a ( 1
EASEMENT I � � i f f
I �
OLD
. � L E COTsW
\ 10
t I t �`O U R T
5 P.A.E.
f
j°Tree Preservation Analysis
Case No. ZA21-0058
Pem
rton
Samuel Freeman Survey, Abstract No. A-525, Tract 5A03, City of Southlake, Tarrant County, Texas Southlake, Tarrant County, Texas
LEGEND
NAME
DRAINAGE AREA LABEL
�Q'
FLOW ARROW (POST —PROJECT)
DRAINAGE DI VIDE
501 EXISTING CONTOUR MINOR
— 500- — EXISTING CONTOUR MAJOR
RATIONAL METHOD RUNOFF CALCULATIONS (EXISTING)
AREA NO.
AREA(AC)
DESCRIPTION
C' VALUE
Tc(MIN)
11 (IN/HR)
01 (CFS)
110 (IN/HR)
010 (CFS)
1100 (IN/HR)
0100 (CFS)
CIA
0.8
RES (A-21)
0.52
15
3.23
1
5.34
2
8.02
3
A
1.1
UNIMPROVED
0.30
15
3.23
1
5.34
2
8.02
3
B
2.7
UNIMPROVED
0.30
15
3.23
3
5.34
4
8.02
6
DP -A
1.9
MIXED
1 0.39
15
3.23
2
5.34
4
8.02
6
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( IN FEET )
1 INCH = 30FT
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RAINTREE
SITE GREENBOUGH
ROLLING
0
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S.H. 114
VICINITY MAP
SCALE: 1 " = 2000'
Option A
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CITY CASE NO. ZA21— 0058
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ELEV = XXX
BM2
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ELEV = XXX
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Date: 810212021
Scale: 1 "=30'
Drawn By DSM
Reviewed By. CTR
Project: 5235— 01
SHEET
1
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LEGEND
1. FINAL CALCULATIONS TO BE PROVIDED WITH FINAL ENGINEERING PLANS
2. CRITERIA BASED ON CITY OF FORT WORTH ISWM CRITERIA MANUAL FOR NAME
SITE DEVELOPMENT AND CONSTRUCTION. (LATEST EDITION) DRAINAGE AREA LABEL
AC 10
J. FINAL ENGINEERING REVIEW AND COORDINATION MAY RESULT IN MINOR
ADJUSTMENTS TO THIS PLAN
FLOW ARROW (POST —PROJECT)
DRAINAGE DIVIDE
— —501— — EXISTING CONTOUR MINOR
RATIONAL METHOD RUNOFF CALCULATIONS (PROPOSED)
AREA NO.
AREA(AC)
DESCRIPTION
C' VALUE
Tc(MIN)
11 (IN/HR)
01 (CFS)
110 (IN/HR)
Q10 (CFS)
1100 (IN/HR)
Q100 (CFS)
OA
0.8
RES (A-21)
0.52
15
3.23
1
5.34
2
8.02
3
A
2.3
RES (A-21)
0.52
15
3.23
4
5.34
6
8.02
10
B
1.5
RES (A-21)
0.52
15
3.23
3
5.34
4
8.02
6
DP -A
3.1
RES (A-21)
0.52
15
3.23
5
5.34
9
8.02
13
'SAS -BUILT PLANS FOR PATTERSON'S POND STORM DRAIN AT DP-1 ANTICIPATED 25 CFS.
\)2 /
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— 12
12"w
-500- — EXISTING CONTOUR MAJOR
DRAINAGE NOTE:
AS —BUILT PLANS FOR PA TTERSON'S POND ADDITION SHOW THE EXISTING
UNDERGROUND STORM DRAIN SYSTEM AT DESIGN POINT 'A' ANTICIPATED
25 CFS AND DISCHARGES DIRECTLY TO A FEMA REGULATED FLOODPLAIN
WITH A CONTRIBUTING DRAINAGE AREA OF APPROXIMATELY 42J ACRES.
IN THE PROPOSED CONDITION, DESIGN POINT A HAS A DRAINAGE AREA OF
3.1 ACRES WHICH IS LESS THAN 1% OF THE OVERALL DRAINAGE AREA,
AND WELL BELOW THE GENERALLY ACCEPTED 10% ZONE OF INFLUENCE.
DISCHARGE FOR THIS DEVELOPMENT WOULD HAVE NO SIGNIFICANT IMPACT
ON DOWNSTREAM CONDITIONS AND CAN BE SAFELY CONVEYED TO AN
ESTABLISHED DRAINAGE EASEMENT THROUGH EXISTING INFRASTRUCTURE
WITH ADEQUATE CAPACITY. THEREFORE DETENTION IS NOT RECOMMENDED
FOR THIS DE VEL OPMEN T
0 15 30 60
( IN FEET )
1 INCH = 30FT
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RAINTREE
SITE GREENBOUGH
} ROLLING
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VICINITY MAP
SCALE: 1 " = 2000'
Option A
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26,894 SF / f \ I I I I rf-�r
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B
1.5 6
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CITY CASE NO. ZA21-0058
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BM2
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ELEV = XXX
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Date: 810212021
Scale: I "=30'
Drawn By DSM
Reviewed By CTR
Project: 5235— 01
SHEET
2
A / n Tr-C`.
i r-nr-n in
1. ALL SEWER LINE SHALL BE SDR-35 PVC.
2. ALL WATER PIPE SHALL BE SDR-18 C-900.
J. ALL CONSTRUCTION SHALL BE IN CONFORMANCE WITH THE CITY
OF SOUTHLAKE STANDARDS FOR PUBLIC WORKS CONSTRUCTION.
4. ALL SEWER SERVICES ARE PRI VA TE.
5. ALL WATER SERVICES ARE PRI VA TE FROM THE BUILDING TO THE
METER AND PUBLIC FROM THE METER TO THE WATER MAIN.
6. ALL WATERLINE SHALL HAVE A MINIMUM 2' VERTICAL CLEARANCE
FROM DRAINAGE STRUCTURES AND SEWER SERVICES.
7. THE LOCATION OF EXISTING WATER AND SANITARY SEWER
U TILI TIES ARE APPROXIMATE. FINAL ENGINEERING REVIEW AND
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 EXPLICI TL Y APPROVED BY THE
CITY ENGINEER.
9. FIRE HYDRANTS SHALL BE PLACED WITH STEAMER NOZZLE AT
LEAST 3' BEHIND BACK OF CURB.
10. PRI VA TE SANITARY SEWER SERVICES NEED A PLUMBING PERMIT
AND MUST BE INSPECTED BY BUILDING INSPECTIONS PRIOR TO
BURIAL.
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8"w
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PROP.
8" WATER LINE
PROP.
FIRE HYDRANT
PROP.
SEWER MANHOLE
PROP.
8" SEWER LINE
PROP.
CUL VER T
EXIST. WA TER MAIN
EXIST. SEWER MAIN
0 15 30 60
( IN FEET )
1 INCH = 30FT
I
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— 8„W — 8„w
STILL WATER COURT
10' CI
o_
EX CURB INLET TO Of
BE RELOCA TED
8"W
EXISTING
FIRE HYDRANT
0' CI
- -......... 17\'
I
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CONNECT nTOEX 8" WA
INSTALL:
8" GA TE VALVE
I I I I I
I INSTALL: I
SSMH
// I LOT 3
26,894 SF
' 1000 /
LOT 2 �
23, 701 SF
10' PEDESTR/AN
ACCESS, DRAINAGE &
UTILITY EASEMENT / / / 10' PEDESTRIAN \
' / INSTALL: ACCESS, DRAINAGE &
INSTALL: FIRE HYDRANT • • UTILITY EASEMENT \
SSMH \ /
20' SANITARY INSTALL: . • / / `
SEWER EASEMENT / SSMH
N LOT 4
L 0 T 5 \ 31, 774 SF
20,275 SF
LOT 6
I 20,205 SF
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Date: 810212021
Scale: 1 "=30'
Drawn By DSM
Reviewed By. CTR
Project: 5235- 01
SHEET
3