Item 7A PlansSUBJECT Oo`e
z PROPERTY Ra
E Highland St.
ai
E
kirkiyood B/d z
E. HIGHLAND ST__
45,782 s.f.i I 45,169' s.f.
L----------
10 I I 2
43,573
HHHHNN s.f.l 1 s.f. §�
9 �I I I 3
43,583 s.f. I I II 43,569 s.f.
I I I I
- - - -
------�--- --
T------ s I I II 4
43,565 s.f. 143,600 s:.f.
/ J l � I
- - --
1\ % 5 d
43,596s.f.
I /
48,022 s.f. / j / \
I / / 43,798 s.f.
// v
//
/ /00
'/L � \
Legend
6' Iron Fence
8' Board on Board w/ Cedar Cap
6' Iron Fence w/ Masonry Columns
6' Masonry Wall
Owner:
Linda A. Behrends
1749 E. Highland St.
Southlake, TX 76092
Engineer:
DeOtte, Inc.
420 Johnson Road, #303
Keller, TX 76248
Tel: 817-337-8899
Contact: Richard DeOtte
Applicant:
Sage Group, Inc.
1130 N. Carroll Ave. #200
Southlake, TX 76092
Tel: 817-424-2626
Contact: Curtis Young
Planner: SAGE GROUP, INC.
Master Planning
Urban Design
Architecture
Q 0 Landscape Architecture
1130 N. Carroll Ave., Ste. 200
0 Q
Southlake, Texas 76092
817-424-2626
26 NOV18 1" = 60'
0 60'
Site Data Summary Chart
Existing Existing Proposed Number Average
Gross
Adjusted
Density /
Zoning Land use Zoning of Lots Lot Size
Acreage
Gross Ac.
Ad;usted Goss Ac.
Highland St.
(s.f.)
•
CEDARBO
(net Highland
St. R.O.W.
(net
R.o.W.)
AG Mixed Use R -PUD 11 44,349
12.64
12.17
.91
26-0" MASONRY WALL
Legend
Proposed 5' Concrete Sidewalk
Proposed 6' Concrete Sidewalk
Existing 6' Concrete Sidewalk
R.O.W. Dedication (E. Highland St.)
Common Open Space
Residential Lots
6' Ht Masonry Wall at Entry PANEL TBD)VUc"V'Vc
Plan 3/8" = 1'-0"
BOARD ,
SCREW DOWN
EXTEND CAP AND TRIM BOARDS I X I TRIM PIECE
X 6 TRIM PIECE
BEYOND DOBENEATH
TOWARD LOT TOWARD ADJOINING
PROPERTY B ARD CAP,
--2I" D
1•
,AR NoINSIDE
I;
— •. t
NillMAX. SPACING CTYP)
O
�I
•
CEDARBO
4 TRIM PIECE
BENEATH
OAR.
--______OVERLAP I" (TYP)
OVERLAPI
ICEDARPIECEX
I
. • : t
RN CEDAR
A'..' . .
MAX. SPACING (TYP)
III
PO BRACKETS,.
POST BRACKETS,
SIMPS. O • UAL CTYP)
,I ••. OR O
,AR BOAR. OUTSIDE"
I
OVERLAP
II
1FINISH RA,
FINISH GRADE
ELEVATION SECTION
8' Ht Board on Board Wood Fence
Plan 3/8" = 1'-0"
SQUARE (14 GA.)DECORATIVE IRON T-0"
8'-0" O.C. TOP &BOTTOM RAIL' SPACED AS SHOWN
x, x YR" DECORATIVE IRON POST
S,
CAP"PYRAMIDAL TOP"
STACKED LEDGESTONE
COLUMN WITH LIGHT
FIXTURE (TBD) - KICHLER
SOUTH HOPE FIXTURE (MODEL
49475RZ) SHOWN
m
mm
`2 x2' DECORATIVE IRON POSTS,
8'-0" O.C. MAX. NP.,
ELEVATION REFER TO PLANS FOR EXACT LOCATIONS ELEVATION
3/4" SQUARE (16 GA.) DECORATIVE IRON PICKETS
AT 4" O.C. (MEASURED FROM CENTER OF PANEL
6' Iron Fence DDT) 6' Iron Fence with Masonry Columns
Plan 3/8" = 1'-0" Plan 3/8" = 1-4-
120' 240
'-0"
"�° Development Plan
Tract 1131 Thomas Mahan Survey, Abstract No. 1049
i
/Existing Zoning: SF1-N.. J /
—I
/ 70.0' Ultimate E. HIGH
/ Proposed 6' Sidewalk R.O "N
89.36'44" E 415.45'-
15'
15.45'_
15' LANDSCAPE EASEN}ENT -
7----- ---�I
el
/I
/
/
Existing Zoning: SF1-A
L.U.O.—sous Donsh �,, Hors onUoi
AND ST. ,.-
J 15' LANDSCAPE EASEMENT -
� I
45,782 ng: s.£ 45,169 s.f.
I
L Existing-ZoniAG— — J
�� 1— — —
20.0' IDE SETBAC1)
10' Pedestrian AccesislAr��mdt.� / I w
/ /
of Q 2
m "
a
43,582 s. 43,573 s�
���--- IN
9 I I 3�� /
4�3,\583 s.f. II 143_,-569-s:f' - o
�F
7--7
8
'-43,565 s.f. T43 60,0 s f�
\ Prpposed 5' Sidemalk
5
11
43,596 s.f.
/ / / 6/ /
— — 48;022 Of. 43;7/9`8 f.
—/7—--�--
i WEST 386.67'
f
Existing Zoning: SPI
L.U.O.
Case #ZA18-0032
Oxford Place
Southlake, Tarrant County, Texas
SUBJECT Oo`e
z PROPERTY Ra
E Highland St.
ai
a
E
Kirkwood
Legend
6' Iron Fence
8' Board on Board w/ Cedar Cap
6' Iron Fence w/ Masonry Columns
6' Masonry Wall
Owner:
Linda A. Behrends
1749 E. Highland St.
Southlake, TX 76092
Engineer:
DeOtte, Inc.
420 Johnson Road, #303
Keller, TX 76248
Tel: 817-337-8899
Contact: Richard DeOtte
Applicant:
Sage Group, Inc.
1130 N. Carroll Ave. #200
Southlake, TX 76092
Tel: 817-424-2626
Contact: Curtis Young
Planner: SAGE GROUP, INC.
Master Planning
Urban Design
Architecture
Q 0 Landscape Architecture
1130 N. Carroll Ave., Ste. 200
0 Q
Southlake, Texas 76092
817-424-2626
26 NOV 18 1" = 60'
0 60'
120'
Site Data Summary Chart
Existing Existing
Proposed
Number
45,782 s1i
I ,r --------
I 45,169 s.f.
L---------
Zoning Land use
Zoning
--------
I I
10
HHHHNN s.f.j
I ----------,
i I
z
143,573 s.f.`
Gross Ac. Ad;°stedcr—Ac.
(net Highlaid St.
9
43,583 s.f. I
1 3
I �I 43,569 s.f.
(s.f.)
4
(net Highland a.o.v.
St. R.O.W.
L!-------
43,565 s.f.
L J
J/ /-
I
143,600 s.f.
-------
r
I -------
5
I
j
— 43,596s.f.-/J
48,022
I
s.f./ // / \
/ 43,798 s.f. \ � i
Legend
6' Iron Fence
8' Board on Board w/ Cedar Cap
6' Iron Fence w/ Masonry Columns
6' Masonry Wall
Owner:
Linda A. Behrends
1749 E. Highland St.
Southlake, TX 76092
Engineer:
DeOtte, Inc.
420 Johnson Road, #303
Keller, TX 76248
Tel: 817-337-8899
Contact: Richard DeOtte
Applicant:
Sage Group, Inc.
1130 N. Carroll Ave. #200
Southlake, TX 76092
Tel: 817-424-2626
Contact: Curtis Young
Planner: SAGE GROUP, INC.
Master Planning
Urban Design
Architecture
Q 0 Landscape Architecture
1130 N. Carroll Ave., Ste. 200
0 Q
Southlake, Texas 76092
817-424-2626
26 NOV 18 1" = 60'
0 60'
120'
Site Data Summary Chart
Existing Existing
Proposed
Number
Average
Gross
Adjusted Density /
Zoning Land use
Zoning
of Lots
Lot Size
Acreage
Gross Ac. Ad;°stedcr—Ac.
(net Highlaid St.
(s.f.)
(net Highland a.o.v.
St. R.O.W.
AG Mixed Use
R -PUD
11
44,349
12.64
12.17 .91
Legend
Proposed 5' Concrete Sidewalk
Proposed 6' Concrete Sidewalk
Existing 6' Concrete Sidewalk
R.O.W. Dedication (E. Highland St.)
Common Open Space
Residential Lots
NOTE:
2 - 4" CAL. SHADE TREES ARE TO BE PROVIDED IN THE FRONT
AND REAR YARD OF EACH LOT, BY THE BUILDER/HOMEOVWNER
AFTER LOT IMPROVEMENTS.
THE PROVIDED LOT TREES SELECTION ARE: LIVE OAK, RED OAK,
CEDAR ELM AND/OR CHINESE PISTACHE.
I24" Landscape Master Plan
/ Existing Zonilg: SF1-A
G�o�o0�0
15' LAN ASEN ENT 1S PE SE
I
_ 45,782 s.f. 45,169 s.f.
L Existing -Zoning; AG— — — J
-To_o S�IDE SETBAC«1�/), —_
—
2
5il:r
43,582 s. j o 43,573 s.f �
\
43,583 s.f. I �� �I 43_,-569-s:f. \ v�
WL-- --\
1 X43,565 s.f. 143 60,0 s�
-- —\
— — _
\ " so ed S�Sid flk
— — —\7
511
/ — 43,596
Q)*-
4� 622 Of.
z43;798 .f.
7-
7777 78.62 /
Existing Zoning: SPI
L.U.O.—PuNh 'Sofflo MR6
�l
Oxford Place
Southlake, Tarrant County, Texas
SUBJECT Oo`e
z PROPERTY Ra
E Highland St.
E
kirkiyood B/d z
Owner:
Linda A. Behrends
1749 E. Highland St.
Southlake, TX 76092
Engineer:
DeOtte, Inc.
420 Johnson Road, #303
Keller, TX 76248
Tel: 817-337-8899
Contact: Richard DeOtte
Applicant:
Sage Group, Inc.
1130 N. Carroll Ave. #200
Southlake, TX 76092
Tel: 817-424-2626
Contact: Curtis Young
Planner: SAGE GROUP, INC.
Master Planning
Urban Design
Architecture
Q 0 Landscape Architecture
1130 N. Carroll Ave., Ste. 200
0 Q
Southlake, Texas 76092
817-424-2626
Tree Canopy Coverage
Total site area
Total existing canopy
550,767 s.f.
39,880 s.f. --> 7.24%
Preserved tree canopy (green) 28,877 s.f. --> 72.41%
Possible preserved tree canopy (yellow) 4,857 s.f. --> 12.18%
Removed tree canopy (red) 6,146 s.f. --> 15.41%
39,880 s.f. -> 100.00%
Legend
Preserved Tree Canopy
Possible Preserved Tree Canopy
Removed Tree Canopy ML
"�"T ree Conservation Analysis
Tract 1131 Thomas Mahan Survey, Abstract No. 1049
Existing Zoning: SF1-A/ /
/ IC
\N 89-36'44' E H5.4A
Existing Zonilg: SF1-A
L.U.O.—sous 0onsh�,, »soIQon Uoi
HLAND ST.
X15' LANDSCAPE EASENkENT 15' LANDSCAPE _
T / 15 LANDSCAPE EASEMENT
_ _
45,782 s.f.) 45,169 s.f.
Q/ L E��,istin tonin : AG —
� �,h�
/ 20.0' SIDE SETBAC .)
—/ / —\— ��1 \
Tt
2 V fag
43 582 s. 43 573 semv od
9 I I 3v N v
\ o / 4�3,\583 s.f. I _ _43_,_569-sf. ,
-- – –�I
8
X43,565 s.f. T43 660 s��\ v
/
F/17 /� 1
/ � p
04
43,596 s.f.
04
7--
z z (
C) — I-48;022 syf i //i / 4798 /f
6
/ ♦ u /I
C7 /
/ v WEST 386.67'
/ v Existing Zorfng: SPI
Case #ZA18-0032
Oxford Place
Southlake, Tarrant County, Texas
-2, ol 006.
M
Rational Method
Runoff Calculations (EXISTING)
FINISHED FLOOR
Area No.
Area (AC)
Description
'C' Value Tc (Min)
110 (IN/HR) Q10 (CFS)
1 100 (IN/HR)
Cf (100)
Q 100(CFS)
EX -A1
1.6
Mixed Calculated
0.61 15
5.53 5
7.98
1.25
10
EX -A2
13.2
Unimproved
0.30 20
4.83 19
7.05
1.25
35
EX -131
1.0
Unimproved
0.30 15
5.53 2
7.98
1.25
3
EX -132
0.7
A-43 RES.
0.51 15
5.53 2
7.98
1.25
4
EX -C
0.7
A-43 RES.
0.51 15
5.53 2
7.98
1.25
4
EX -D
1.8
Unimproved
0.30 15
5.53 3
7.98
1.25
5
EX -E
1.0
A-43 RES.
0.51 15
5.53 3
7.98
1.25
5
DP -A
13.2
Unimproved
0.30 20
4.83 19
7.05
1.25
35
DP -B
1.7
Mixed Calculated
0.39 15
5.53 4
7.98
1.25
7
DP -C
0.7
A-43 RES.
0.51 15
5.53 2
7.98
1.25
4
DP -D
1.8
Unimproved
0.30 15
5.53 3
7.98
1.25
5
or
/ E
1
5' CUR .
ch' 3'x3' ET
df
\UAtL xb �- -
\ 4
40 J-1
ZA x 10 CURB
- -
INLET
EX B1
-: 10iAel
-� D
EX -D v - -
�ado-
' \ \ \ \ \ \ \
�\
EX -B2
l
\ \ \ \
627 \ \
' 0.7 4 i \
629 I / \ �„ •r
� IIS
-�
I I I EX- E \ v lisp
_� �/� ` 1.0 5� --
- I
4$j 634
SEX --A2
i
it EX -A 1
13.2 35
1.6 10
I � �
Lal
I
I
I !I I
I �
I
I f `
_ `
1 1F d
pip
dp 4P db
[AI
.r
i
L:
e
Ap
0
4F Sp 11110
0 50 100 200
( IN FEET )
1 INCH = 100 FT
z
_
F
OVF
FINISHED FLOOR
TP =
z
TI =
TOP OF INLET
U)
GUTTER
G =
FINISHED GRADE
E. HIGHLAND
TOP OF WALL
J
SITE m
BOTTOM OF WALL
FL =
FLOW LINE
"111111110--
FLOW DIRECTION
Q
~'
o
_l
GRADING LEGEND
FF =
FINISHED FLOOR
TP =
TOP OF PAVEMENT
TI =
TOP OF INLET
GT =
GUTTER
G =
FINISHED GRADE
TW =
TOP OF WALL
BW =
BOTTOM OF WALL
FL =
FLOW LINE
"111111110--
FLOW DIRECTION
DRAINAGE AREA DIVIDE
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
600 PROPOSED MAJOR CONTOUR
601 PROPOSED MINOR CONTOUR
® ® EXISTING DRAINAGE AREA
- - EXISTING FLOWPATH
✓�� FLOW DIRECTION
DRAINAGE AREA LABEL
C-2
0.52 0.2
0100 (CFS)
AREA (AC)
1 DESIGN POINT
OINLET DESIGNATION
NOTES:
1. FINAL CALCULATIONS TO BE PROVIDED WITH FINAL
•
U�
0
0
w
z 00
w111
c7
azo
M
v �
� V
CZ
a W 4
V v oo O
w
Q
a
a
n
C�
G
Q
W
U^
0�
W
Q
X
Q
U
w
w
Q
~'
o
Q
W
Z
0
Q
OLjL
L.L
I
V
O
z
c)
U)
X
W
e- BENCHMARKS:
PRIMARY BENCHMARK:
XXX
ELEVATION: XXX
CITY BENCHMARK #X:
XXX.
ELEVATION: XXX
U)
W
H
w
Y
Q
H
O
0
Z
Q
d-
0
Z
z
ENGINEERING PLANS
2. CRITERIA BASED ON CITY OF FORT WORTH ISWM CRITERIA
MANUAL FOR SITE DEVELOPMENT AND CONSTRUCTION.
(LATEST EDITION)
3. DOCUMENTATION AND SUPPORTING CALCULATIONS FOR
DETENTION ASSESSMENT TO BE PROVIDED BY SEPARATE
REPORT.
4. FINAL ENGINEERING REVIEW AND COORDINATION MAY
RESULT IN MINOR ADJUSTMENTS TO THIS PLAN
5. EXISTING INLETS AT DESIGN POINTS (CARROLL MIDDLE
SCHOOL) ACCEPT FLOW FROM SITE VIA EXISTING DRAINAGE
EASEMENTS.
a'
W
W
U)
W
H
W
Q
LL
O
0
LL
U)
z
LU
W
0
DOI No. 201711800 0
O
00
T
0
N
O
EX DAM
CITY CASE NO. ZA18-0032 0
TRACT 3A 01 _! i
FRANCI
INST
ZC%
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. DOCUMENTATION AND SUPPORTING CALCULATIONS FOR DETENTION
ASSESSMENT TO BE PROVIDED BY SEPARATE REPORT.
4. FINAL ENGINEERING REVIEW AND COORDINATION MAY RESULT IN MINOR
ADJUSTMENTS TO THIS PLAN
5. EXISTING INLETS AT DESIGN POINTS (CARROLL MIDDLE SCHOOL) ACCEPT
FLOW FROM SITE VIA EXISTING DRAINAGE EASEMENTS.
01
0.2 1 2
-- \
I
I / \
/ wV
/
W/ 55
�v
/
LOT 9 /
VILLAS 6RhSOL I /
INST No. D21305�4�6- I /
D.R.TC.T.
ZONING SF7-A
Q0
I I
I
I I
I
I 43,567f-'
GO T �r�� �I• 1 --- �
1� 10 UTILITY
EASEMENT
U PROP. 24" RCP
\ \ J
/ \ �\ \ 1'5' UTILIT\
N -
0.1 4
10 CURB INLETS / \ \ I l -- \ 6�s ��� \ \� \ \\ 00 EA)5�MENT
i67 / / , j" go\ \\ \\ \\ D2111,g7455 \
P. R. T CNT
10' UTILITY
� �6 I EASEMENT
15' DRAINAGE
EASEMENT
LOT
45,165 SF
FINISHED FLOOR
■
TOP OF PAVEMENT
I
W
Area (AC)
Description
'C' Value Tc (Min)
W
Q10 (CFS)
1 100 (IN/HR)
I
OC
01
0.2
Pavement
0.88
15
5.53
1
7.98
1.25
2
02
1.4
Mixed Calculated
0.61
15
5.53
1
7.98
1.25
z
03
6.4
Unimproved
0.30
I\
4.83
9
7.05
1.25
17
I
2-
A-21 RES.
0.52
15
5.53
4
a
1.25
8
A-2
5.3
A-21 RES.
0.52
15
5.53
15
Q
1.25
�04
N
B-1
W
A-21 RES.
IN
LOT .36
5.53
4
7.98
ROOP NO. 1517 ADDI TI (_ I
7
C-1
d
VST. NO. D2161594_,
0.52
5.53
D.R.TC.T I
7.98
1.25
'
ZONING: SF1-A
0.9
A-21 RES.
0.52
5.53
3
7.98
1.25
5
E-1
1.3
_
0.52
Ej
5.53
4
7.98
1.25
7
-- \
I
I / \
/ wV
/
W/ 55
�v
/
LOT 9 /
VILLAS 6RhSOL I /
INST No. D21305�4�6- I /
D.R.TC.T.
ZONING SF7-A
Q0
I I
I
I I
I
I 43,567f-'
GO T �r�� �I• 1 --- �
1� 10 UTILITY
EASEMENT
U PROP. 24" RCP
\ \ J
/ \ �\ \ 1'5' UTILIT\
N -
0.1 4
10 CURB INLETS / \ \ I l -- \ 6�s ��� \ \� \ \\ 00 EA)5�MENT
i67 / / , j" go\ \\ \\ \\ D2111,g7455 \
P. R. T CNT
10' UTILITY
� �6 I EASEMENT
15' DRAINAGE
EASEMENT
LOT
45,165 SF
GRADING LEGEND
FF =
FINISHED FLOOR
Rational Method Runoff Calculations (PROPOSED)
TOP OF PAVEMENT
TI =
Area No.
Area (AC)
Description
'C' Value Tc (Min)
110 (IN/HR)
Q10 (CFS)
1 100 (IN/HR)
Cf (100)
Q 100(CFS)
01
0.2
Pavement
0.88
15
5.53
1
7.98
1.25
2
02
1.4
Mixed Calculated
0.61
15
5.53
5
7.98
1.25
8
03
6.4
Unimproved
0.30
20
4.83
9
7.05
1.25
17
A-1
1.5
A-21 RES.
0.52
15
5.53
4
7.98
1.25
8
A-2
5.3
A-21 RES.
0.52
15
5.53
15
7.98
1.25
27
B-1
1.4
A-21 RES.
0.52
15
5.53
4
7.98
1.25
7
C-1
1.0
A-21 RES.
0.52
5.53
3
7.98
1.25
5
D-1
0.9
A-21 RES.
0.52
5.53
3
7.98
1.25
5
E-1
1.3
A-21 RES.
0.52
Ej
5.53
4
7.98
1.25
7
F-1
0.1
A-21 RES.
0.52
15
5.53
0
7.98
1.25
1
DP -A
13.2
Mixed Calculated
0.41
20
4.83
26
7.05
1.25
48
DP -13
1.4
A-21 RES.
0.52
15
5.53
4
7.98
1.25
7
DP -C
1.0
A-21 RES.
0.52
15
5.53
3
7.98
1.25
5
DP -D
0.9
A-21 RES.
0.52 1
15
1 5.53
3
7.98
1.25
5
GRADING LEGEND
FF =
FINISHED FLOOR
TP =
TOP OF PAVEMENT
TI =
TOP OF INLET
GT =
GUTTER
G =
FINISHED GRADE
TW =
TOP OF WALL
BW =
BOTTOM OF WALL
FL =
FLOW LINE
Q � f
G- --- --
LOT 1, BLO(- _ A
CARROLL ISD NO 7 ADDrTFON
�6 � � _ _� � wV -
VOL. 12976, PG 72 EX 3'x,�'--
�� EX 6x6' - -D. R. T G r 'Y' INLET \ 15� �i�l TY E% SEMEN T wV Di I- C --v v - -INLET- - 8"w
/ zoN1N� �� �: �2 / 11 1455 5' UTILITY ESM T
i 'Y' INLET
P. R. T C. T. �� D211181455
8''w VV �, w 8„W 8„W 8\,w
P. R.
_ _ T C. T
w 1001111- � -� v� y,
UTILITY
FLOW DIRECTION
0 20 40 80
( IN FEET )
1 INCH = 40 FT
,625 \ \ -� EASEMENT \ IC
i
�
rc-
EX f0' CURB
INLET
1rB - v
E
630
1.5 8
1 c) V I / / v
L \ \
v \
I``'
43,5 SFr"w
O
/ / / I _ _ LOT v A \
I �/ / / LOTI 43,550 V V v 0.9 5
/ 43,563 SF 1 I - -/ / \ \I\ \ \ \ \ \ \
LOT t i /
DU
�
I
I
z
z
I \
I�
i
\
I
i I
�
I
I
z
z
I \
600
i
\
PROPOSED MINOR CONTOUR
I
\
-
EXISTING FLOWPATH
E. HIGHLAND
FLOW DIRECTION
SITE M
W
D
00
I/
\ 15' WATER \ V \ \
_ EASEMENT \
LOT 1, BLO'K 1
CARR O� 12976 Pc
AD.R.T.C.T
ZD\NING: SPI
// / I \ \ \ \\ \\\ \
L
48,011 SF \ \ \ \ \ 1 \ \ \ \\ \ \
A2 1 I I I I / I I (l I \ \\ \\ \ E- 1 \\I III I \
--I I I , I 11 \
- -- I 5.3 27 / I I I I v I v v 1.3 7 III
I I I I 1 \ \ III 1 \■ \ \ \
- N
1
15' DRAINAGE 2'X2' DROP INLET
, I
4t*�� �\ EASEMENT -
10' UTILITY / 11 \ V A\
EASEMENT / A V /
-
-LT-
-7-
----
- ---
- 1 L
LOy1; BLOCK 5' UTI
5 /
4 TEWA'' CHURCH - 114 CA�EUS / \EASEMENITti'
T
C_ DOC N0. 021000x156
i
l I s36, O -3 -ZONING.- NRPUD
OL% - l \
6.4 17 / 0 1 v v 1
1.4 8
LU
�
I
EXISTING MAJOR CONTOUR
z
z
I \
600
I
\
PROPOSED MINOR CONTOUR
I
\
-
EXISTING FLOWPATH
E. HIGHLAND
FLOW DIRECTION
SITE M
W
D
00
z
\ 15' WATER \ V \ \
_ EASEMENT \
LOT 1, BLO'K 1
CARR O� 12976 Pc
AD.R.T.C.T
ZD\NING: SPI
// / I \ \ \ \\ \\\ \
L
48,011 SF \ \ \ \ \ 1 \ \ \ \\ \ \
A2 1 I I I I / I I (l I \ \\ \\ \ E- 1 \\I III I \
--I I I , I 11 \
- -- I 5.3 27 / I I I I v I v v 1.3 7 III
I I I I 1 \ \ III 1 \■ \ \ \
- N
1
15' DRAINAGE 2'X2' DROP INLET
, I
4t*�� �\ EASEMENT -
10' UTILITY / 11 \ V A\
EASEMENT / A V /
-
-LT-
-7-
----
- ---
- 1 L
LOy1; BLOCK 5' UTI
5 /
4 TEWA'' CHURCH - 114 CA�EUS / \EASEMENITti'
T
C_ DOC N0. 021000x156
i
l I s36, O -3 -ZONING.- NRPUD
OL% - l \
6.4 17 / 0 1 v v 1
1.4 8
LU
F. O
OAF
600
EXISTING MAJOR CONTOUR
z
z
EXISTING MINOR CONTOUR
600
D
U)
601
PROPOSED MINOR CONTOUR
Q
EXISTING DRAINAGE AREA
-
EXISTING FLOWPATH
E. HIGHLAND
FLOW DIRECTION
SITE M
W
D
00
z
sy
Q
0
Q
DRAINAGE AREA LABEL
C-2
0.52 0.2 O,00 (CFS)
AREA (AC)
1 DESIGN POINT
EINLET DESIGNATION
w
DRAINAGE AREA DIVIDE
600
EXISTING MAJOR CONTOUR
607
EXISTING MINOR CONTOUR
600
PROPOSED MAJOR CONTOUR
601
PROPOSED MINOR CONTOUR
Q
EXISTING DRAINAGE AREA
-
EXISTING FLOWPATH
FLOW DIRECTION
DRAINAGE AREA LABEL
C-2
0.52 0.2 O,00 (CFS)
AREA (AC)
1 DESIGN POINT
EINLET DESIGNATION
w
v!
0
W
Q
0
W
Z
Q
Q
0.
W
D
00
O.
Q
0
Q
L
x
z
0
D
0
w
LU
r BENCHMARKS:
PRIMARY BENCHMARK:
XXX
ELEVATION: XXX
CITY BENCHMARK #X:
XXX.
ELEVATION: XXX
W
u.i
Y
J
O
0
Z
Q
rZ
0 Z
Q
Z_
CI
O
H
U)
W
W
U)
z LU
O 1---
3:f-
W U
�0U LLI
wUw� C)
�o
Z 0 a- _j
oo� Z
Nod °,0,
Ld
ZZwcrn\ LL
O
W -o- X
moo O
oNz Z O
=zO� m o LL
HQmmOfO U)
H
Z
w
W
O
M
0 -
DUI No. 201/11800 0
00
T
CD
N
6
DAM z
CITY CASE NO. ZA18-0032 0
CONNECT TO
EX SSMH
V
I
TRACT 3A07.17A, ABSTRACT 7577
FRANCIS TROOP SURVEY
INST NO. D272098539
D. R. T C. T
ZONING: SFl-A
LOT 36
THROOP NO. 1511 ADDI TI '
INST NO. D27675-94_57
D.R.TC.T
ZONING: SFT -A
I
I
CONNECT TO
EX 6" WATER
II
II
I II
I 1
1
)j
I
— -- — I- W
18"Y
LOT 9
VILLAS DEL SOL
INST NO. D213051436
D.R.TC.T.
ZONING. SF7-A
I
I
\ \ LOT 7, BLOCK 1
CARROLL ISD NO. 7 ADDITION
VOL. 12976, PG. 72
/ \ D.R.TC.T
/
ZONING: SP7
/
NOTES:
1. ALL SEWER LINE SHALL BE SDR -35 PVC.
2.ALL WATER PIPE SHALL BE SDR -18 C-900.
3. ALL CONSTRUCTION SHALL BE IN CONFORMANCE WITH THE CITY OF
SOUTHLAKE STANDARDS FOR PUBLIC WORKS CONSTRUCTION.
4. ALL SEWER SERVICES ARE PRIVATE.
5. ALL WATER SERVICES ARE PRIVATE 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 UTILITIES
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 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.
15' UTILITY EASEMENT v WV
WVL
8„W 8„W 8„W v
P.rl
F T.
C. T, W� 5' UTILITY ESM
\ � P. R. T C. T. / � � \
v D217187455
0 20 40 80
( IN FEET )
1 INCH = 40 FT
/ —8„W �\ 8"W 8''w 8"w 8 W\b� P. R. T.C.T \
\\----------------------- \
I I \ I \ \ \
EASEMENT
I \
15' DRAINAGE
/ \
/ I EASEMENT
/ 400 FH
RADIUS
(TYP.)
/ LOT
LOT / 43,563 SF
567 SF
I� \
Ii 45,782 SF I
I I LOT II I � 43
43,574 SF I 1
/
I 15' DRAINAGE
I I I EASEMENT
I I I
—r—---------------------------------�L—�--------�—
I \
\
T
43_.594SF \ \ )►
/
/
/
/ 10' UTILITY
EASEMENT
15' WATER
EASEMENT
6"W
15' UTILITY
EA SEMEN T
D217187455
P. R. T C. T
I
I
LOT 1, BLOCK 7
\ CARROLL ISD NO. 7 ADDITION
V VOL. 12976, PG. 72
\ D.R. T C. T
\ ZONING: SPI
/ 400' FH
RADIUS
10' UTILITY (TYP.) I I
/
EASEMENT 8"W /
5' UTILITY
LOT 1, BLOC \
GATEWAY CHURCH -� \ / EASEMENT
C. C. DOC NO. D270005 X56
D. R. T C. T
ZONING: NRPUD
/
z
x
F. O
LINE
PROP.
z
z
0
PROP.
SEWER
MANHOLE
PROP.
SEWER
LINE
E. HIGHLAND
CULVERT
"44SITE m
ffiR��iOOO
EXIST.
WATER
�
-
Z.
MAIN
sy
\ 4o
w
W
C
�J
r,r
O
Q
z
LL
X
�00
_j
VJ
NW
N
I
\
/
I \
\
T
43_.594SF \ \ )►
/
/
/
/ 10' UTILITY
EASEMENT
15' WATER
EASEMENT
6"W
15' UTILITY
EA SEMEN T
D217187455
P. R. T C. T
I
I
LOT 1, BLOCK 7
\ CARROLL ISD NO. 7 ADDITION
V VOL. 12976, PG. 72
\ D.R. T C. T
\ ZONING: SPI
/ 400' FH
RADIUS
10' UTILITY (TYP.) I I
/
EASEMENT 8"W /
5' UTILITY
LOT 1, BLOC \
GATEWAY CHURCH -� \ / EASEMENT
C. C. DOC NO. D270005 X56
D. R. T C. T
ZONING: NRPUD
/
z
x
F. O
LINE
PROP.
z
z
0
PROP.
SEWER
MANHOLE
PROP.
SEWER
LINE
E. HIGHLAND
CULVERT
"44SITE m
ffiR��iOOO
EXIST.
WATER
�
-
Z.
MAIN
sy
\ 4o
w
I C(` -CI Irl,
PROP.
WATER
LINE
PROP.
FIRE HYDRANT
PROP.
SEWER
MANHOLE
PROP.
SEWER
LINE
PROP.
CULVERT
W
EXIST.
WATER
MAIN
EXIST.
SEWER
MAIN
z
U)
�—
W
Q
><
�
U
W
J
W
C
�J
r,r
O
Q
z
LL
X
�00
_j
VJ
NW
N
r BENCHMARKS:
PRIMARY BENCHMARK:
XXX
ELEVATION: XXX
CITY BENCHMARK #X:
XXX.
ELEVATION: XXX
w
L
Y
J
0
0
z
0 Q
rZ
DZ
z
Z
0
0
W
W
U)
z
Lu
O Q3: F_
W U
LL,F
N i
�0N LLI
wOw� U
~a�No Q
Z0a- 0 J
L�o
OLS � \
(f) Z T� �
Ld
F— F- ft \ O
LL
w - d X
moo 0
Uz
clNz Z O
=z� N0LL
HQmm(h0 U)
H
Z
W
w
O
UUI No. 201/11800 0
00
O
CV
O
UTIL z
CITY CASE NO. ZA18-0032 0
LOT I
S EGRWC, INC.
LAND5CAPE CURB
LOW STONE
STONE PEDESTAL
EAST HIGHLAND STREET
THE ENTRY PLAN CONCEPT
LOT I I STONE SCREENING WALL
DARK STONE SIGN WALL
LOW STONE WALL < OMF
\TONE PEDESTA N
• '� �err o . �.�
�" ' - ' •� m i : `�r � � - � • . - . . oma.
F(4cr 4 s;
MARBLE GLACIER BLACK
LEDGESTONE
THREE RAIL ORNAMENTAL METAL
FENCE FENCE - G' HIGH
IMPERIAL LEDGE STACK
CLASSIC SPLIT - FACED LEDGESTONR
STACKED LEDGESTONE
COLUMNS WITH LIGHT
FIXTURE
HARD S CAPE MATERIALS
SAGE GROUP, INC.
Master Planning 1
1 Urban Design J
Architecture
ndca
rchicture
La
Q O 0 O 1130 N SCarroll Avete Ste 200
Southlake, Texas 76092
TEL: 817-424-2626
FOR