Item 6F - PlansLAND TITLE SURVEY
BEING THE TRACT DESCRIBED IN THE DEED
TO HEMA K. CHAPALA and DEEPTI NAMINENI
ADDRESS: 303 E HIGHLAND ST, SOUTHLAKE, TEXAS
PROPERTY DESCRIPTION
Being the tract of land described in the deed to HEMA K. CHAPALA and
DEEPTI NAMINENI, recorded in Instrument Number D223141903,Official
Public Records of Tarrant County, Texas.
LEGEND OF ABBREVIATIONS
US.SyFt.
United States Survey Feet
TxCS,'83,CZ
Texas Coordinate System of 1983, Central Zone
NAVD'88
North American Vertical Datum of 1988
P.R.T.C.T.
Plat Records of Tarrant County, Texas
INST. NO.
Instrument Number
ESMTBL
Easement/Building Line
FLOOD ZONE CLASSIFICATION
This property lies within ZONE(S) X of the
Flood Insurance Rate Map for Tarrant County,
Texas and Incorporated Areas, map no.
48439C0085K, dated 09/25/2009, via scaled
map location and graphic plotting and/or the
National Flood Hazard Layer (NFHL) Web
\Map Service (WMS) at http://hazards.fema.gov.
DATUMS / BEARING BASIS
Coordinate values are US.SyFt./TxCS,'83,NCZ
Elevations, if shown, are NAVD'88
Bearings are based on grid north (TxCS,'83,NCZ)
LEGEND OF SYMBOLS
fence or handrail
FH 50y,
fire hydrant
MB ❑
mailbox
—ou
overhead utility lines
SDMH 0
storm water manhole
TR ❑
telephone riser
UP 0
utility pole
wv �<
water valve
wM ®
water meter
Jose B. Najarro III
Registered Professional
Land Surveyor No. 6736
texterrasurveying@gmail.com
April 28, 2024
SURVEYOR'S NOTES:
1. Monuments were found and marked accordingly. Bearings are based on grid north
(Texas Coordinate System of 1983, North Central Zone)
2. Gross Land Area: ±43,523 square feet - 0.9992 acres.
3. This survey was performed without the benefit of a commitment for title insurance.
Therefore, there may be easements or documents pertaining to the subject tract that
are not shown or referenced hereon.
CAPPED RI
STAMPED "LBS
LOT 6
W.W. HALL
NO. 687 ADDITION
INST. NO. D214064889
P.R.T.C.T.
I�
N
15' DRAINAGE EASEMENT
INST. NO. D214064889, P.R.T.C.T.
7.5'UTILITY EASEMENTOD21 INST. N. 4064889 P.R.T.C.T.
CAPPED REB.
1 /
Mh
e
i
� e
�kP
I �
/b HEMA K. C PALA
and DEEPTI NINENI
/ INST.# D22r1411903
O.P.R.T.C.T.
CAPPED REBAR
N STAMPED "LBS 3946"
I / I
I /
V� OI I
W �
1 �y0dd��°o
1 I
1 I
I I I
I CONCRETE RIM-630.7
/ /-FLUME
- 633
CAPPED REBAR
STAMPED "LBS 3946"
LOT 14
CHELSEA PARK
INST. NO. D212052819
P.R.T.C.T.
S89024'59"W 162.13'
15' DRAINAGE & UTILITY ESMT.
INST. NO. D212052819, P.R.T.C.T.
LOT 15
CHELSEA PARK
INST. NO. D212052819
P.R.T.C.T.
CAPPED REBAR
STAMPED "LBS 3946" LOT 19
OPEN SPACE
LOT 18
CHELSEA PARK
INST. NO. D212052819
P.R.T.C.T.
00
N
A
� H
wH
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LOT17
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CHELSEA PARK
INST. NO. D212052819
Q
P.R.T.C.T.
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- - -
LOT 16
CHELSEA PARK
INST. NO. D212052819
P.R.T.C.T.
I
48' 1 T_5" 5'-2"
3'-b"�4'-b" 5'-b"�3'-------- 77 je-3'�5'-11" 3'-5" 1'-9" ol 6'-11
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7'-7" X 10'-11" 16, X 19'-b"
311 50 FT
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in STORAGE `^
39 50 F4q <
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0
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14' X 25' O
553 50 FT O
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BUILT-INS
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y._2" X 10'-T'
79 50 FT
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PREP KITCHEN
15'-1" X 16'-9"
253 50 FT
Ik— — 1L
f T T T T T T T T T
MUD
14'-b" X 10'-8"
240 50 FT
D09-3080
18'-7 24'_2"
4'-7— 5' 5'-11, 51 4'-b"
_ _ _ _ _ _ _ _ _ _ _ _ TIME 11 Irma
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17' X 29'
491 50 FT
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5' o
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II
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19'-5" X 1 B'-3"
350 50 FT
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9' 3
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114 50 FT
22'-3" X 22'-4"
496 50 FT
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9'-9" X 13,
136 50 FT
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D09-3080
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9'-11" X 12'
119 50 FT
1
BAR AREA
356��FT x
RA15ED PLATFORM 10"
HALL CL05ET CL05ET
6'-5" X 5'-B" 5'-5" X 3' S'-B" X 3'
36 50 FT lb 50 FT 1190 FT 4'
010-5080 004-2650 CA
6'4" 3'-9"7r 3'-10" 7r
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MAIN FLOOR PLAN,
SGALE'. 3I16" = 1'
in
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AREA
1st Floor Living 6,429
Total Garage 1 650
g ,
Total Porches 780
�{ Total Foundation 8,859
2nd Floor Living 2,934
Balconv 453
Total Living 9,363
O Total Under Roof 12 246
4q
O
A
BUILDING CONTRACTOR/HOME OWNER
TO REVIEW & VERIFY ALL DIMENBION5,
5PEC5,& CONNECTIONS BEFORE
CONSTRUCTION BEGINS.
2021 INTERNATIONAL RF-5IDENTIAL CODE
2023 NATIONAL ELECTRIC CODE
2021 NATIONAL ENERGY CODE
NOTICE & DISCLAIMER
UNDER NO CIRCUMSTANCES
WILL TRACY'S CUSTOM HOMES
BE LIABLE FOR ANY DAMAGES,
WHETHER ARISING FROM TORT
OR CONTRACT, INCLUDING LOSS
OF DATA, LOST PROFITS, COST
OF COVER, OR OTHER SPECIAL,
INCIDENTAL, CONSEQUENTIAL
OR INDIRECT DAMAGES ARISING
OUT OF THE USE OF THESE
DRAWINGS.
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PAGE 2
3/11/2024
NOTICE & DISCLAIMER
T
UNDER NO CIRCUMSTANCES
WILL TRACY'S CUSTOM HOMES
BE LIABLE FOR ANY DAMAGES,
WHETHER ARISING FROM TORT
OR CONTRACT, INCLUDING LOSS
OF DATA, LOST PROFITS, COST
OF COVER, OR OTHER SPECIAL,
INCIDENTAL, CONSEQUENTIAL
OR INDIRECT DAMAGES ARISING
OUT OF THE USE OF THESE
DRAWINGS.
III
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3/11/2024
J7T— GHLAND �71 fIEET PROPOSED 18" CULVERT (EP634.41)
(V RIABLE .W.) (Eps34 s4) ® o.5ox rP634.50
�—
(ASPHALT PAVEMENT) 18" lNV 63NV
r 7P634.76 18" 1NV631.58
WV [n EXISTING 12" RCP 18' INV631.66
(TO BE REMOVED) RE -GRADE D( DITCH ® PROPERTY FRONTAGE PROP. ROCK R/PRAP
SLOPE = 1.72�f 18" 1IW631.71 050=6"
MB-
12" RCP
X
OU MATCH EXISTING - --
SIDEWALK S �9°59'J'J"W 161.06' _ 15'
� � o CMATCH EXISTNG �1 � OU OL
x 635. 35.0' PIL x 63 .6'WM x 633.9' x 63` i2 SIDEWALK
Q X 655.5' UP
O1
EX 6' SIDEWALK E3
0
EX. 2" OAK TREE /
(PROTECT IN PLACE)
PROPERTY LINE
7.5' DRAINAGE & U71LITY
EASEMENT /NST. NO.
D214064889, P.R. T.C.T.
UP
I HIGH POINT
FL632.60
16.86'
15.00' BSL
C�>
633.2'
o
�
N
Z
PROP RA $ —°' o
RIDGE LINE PROP R/W
—T=$ PROP. DRIVEWAY _ EX. 6' SIDEWALK
x 63 . PROP 6' SIDEWALK _ —
EX 2" OAK TREE
(PROTECT IN PLACE)
REMOVE EX. DRIVEWAY ,
I x 632.9'
633.0'
o � —
/ x 30.9'
I
�x 631.9'
x'�6—
I
HEIbTA K. C:FTAPALP.
and DPPPTL NAMa4(EN'T
TNST.# D22314.1603
O.P.R.T.C.T/.
PROP. BUILDING
8,941 S.F.
FF633.50
PAD633.00 / x 631.4'
632.8' x 632.4'
1 / I
631.9' x 631
1
33.2'
00
I
1
1 �
x 633.3'1 „
EX. 8" HACKBERRY o
( I EX. CONCRETE FLUME
PROTECT IN PLACE) o
(PROTECT IN PLACE)
�O-M R;>,
/FLUME PROPERTY LINE
a a
a d
0
S89 24'59 "W 162.13'
EX. 24" HACKBERRY 15' DRAINAGE & UTILITY
(PROTECT IN PLACE) EASEMENT INST. N0.
0212052819, P.R.T.C.T.
Know what's helm.
Call before you dig.
x 15.00, BSLr
D(. 11 "OAK TREE
(PROTECT IN PLACE)
7
PROPERTY LINE
EXISTING 18" WIDE DRAINAGE CHANNEL
NORTH
0 20' 40' 60' 80'
SCALE 1 "= 20'
x 630. '
15' DRAINAGE & UTILITY
I EASEMENT INST. NO.
D212052819, P.R.T.C.T.
0
h
Q x 630.4'
O a
x 630.5'
EX. DROP INLET
(PROTECT IN PLACE)
_ r ° ° °OM GHARTY CHHETRI ° 2�202�
/.°°°°°°° °°°°°°°°� 0512
106562 e
S/ONAL
CIVIL ENGINEERING
F-19293
iCIVIL ENGINEERING
1001 W EULESS BLVD, STE 412H
EULESS, TX 76040
PH: (972) 523-5493
TBPE: F-19293
EMAIL: INFO@iCIVILENG.COM
no. revision by date
scale
horiz
vert
date
MAY 2024
CITY OF SOUTHLAKE, TX
PRELIMINARY GRADING PLAN
FOR
CHAPALA RESIDENCE
LOT IF
303 E HIGHLAND ST.
SOUTHLAKE, TX-76092
i
�� a
�1
■
■
EXISTING 18" DRAINAGE CHANNEL
■
0.99 ■
i
■
■
EXISTING DRAINAGE CHANNEL ■
■
..................
F
.1108
Know what's hem.
Call before you dig.
LEGEND
A
0.999
DRAINAGE AREA BOUNDARY
FLOW DIRECTION
rlD
AREA (Ac)
RUNOFF CALCULATION
Q=CIA
WHERE,
C=RUNOFF COEFFICIENT
1=RAINFALL INTENSITY
A=DRAINAGE AREA
NORTH
0 40' 80' 120' 160'
SCALE 1"= 40'
WEIGHTED RUNOFF COEFFICIENT (A)
LAND USE
TOTAL LAND
AREA
RUNOFF COEF.
WEIGHTED RUNOFFF
COEF.
UNIMPROVED AREA
0.859
0.30
0.39
DEVELOPED (ROOF, CONCRETE)
0.14
0.95
PRE -PROJECT RUNOFF CALCULATION
Area
Area
C
CA
TC
11
15
110
1100
Q1
Q5
Q10
Q100
ID
(acres)
(min.)
(in./hr.)
(in./hr.)
(in./hr.)
(in./hr.)
(cfs)
(cfs)
(cfs)
(cfs)
COMMENTS
A
0.999
0.39
0.39
15
3.28
4.72
5.46
7.92
1.3
1.8
2.3
3.6
ONSITE RUNOFF DRAINS TO EXISTING 18" WIDE DRAINGE CHANNEL
OS
0.134
0.30
0.04
15
3.28
4.72
5.46
7.92
0.1
0.2
0.2
0.4
OFFSITE RUNOFF( DRAINS TO PROJECT SITE)
NOTES:
(1) C VALUE FOR CONCRETE/ROOF = 0.95 (FROM iSWM HYDROLOGY MANUAL)
(2) C VALUE FOR OPEN SPACE/UNIMPROVED AREA, C=0.30 (FROM iSWM HYDROLOGY MANUAL)
(3) Q=C*1*A WHERE C=RUNOFF COEFFICIENT, 1=RAINFALL INTENSITY, A=AREA (INTENSITY IS TAKEN FROM NOAA ATLAS 14)
r
iCIVIL ENGINEERING
1001 W EULESS BLVD, STE 412H
EULESS, TX 76040
PH: (972) 523-5493
TBPE: F-19293
EMAIL: INFO@iCIVILENG.COM
no. revision by date
scale
horiz
vert
date
MAY 2024
�P� E 0 F TF�I
1
j ° ° °OM GHARTY CHHETRI 2�202�
106562
CENS
'S /0NAL 1p
CIVIL ENGINEERING
F-19293
CITY OF SOUTHLAKE, TX
PRE -PROJECT DAM
FOR
CHAPALA RESIDENCE
LOT 1 F
303 E HIGHLAND ST.
SOUTHLAKE, TX-76092
CHANNEL
1 �
■
Ar
211
PROPOSED 18 " DRIVEWAY CULVERT
T '-,
■ ■ I I ■ 7 F.
■ �•, ■ EXISTING DRAINAGE CHANNEL
Add
d III ■ ■ ■
'et
■ pg ■ 0. ■
■ 0.134 ■ ■
�� ■ ■ EXISTING DROP INLET
■ ■ INV 625.0E 'f
- ■■■■■■■■■■■■ ■i■■i _-
-
or
■
MARIE. �t[R- -
,�- -
''
•
Know what's Beim.
Call before you dig.
J
t
LEGEND
A
0.999
DRAINAGE AREA BOUNDARY
FLOW DIRECTION
r1D
AREA (Ac)
NORTH
0 40' 80' 120' 160'
SCALE 1"= 40'
RUNOFF CALCULATION
Q=CIA
WHERE,
C=RUNOFF COEFFICIENT
1=RAINFALL INTENSITY
A=DRAINAGE AREA
POST -PROJECT RUNOFF CALCULATION
Area
Area
C
CA
TC
11
15
110
1100
Q1
Q5
Q10
Q100
ID
(acres)
(min.)
(in./hr.)
(in./hr.)
(in./hr.)
(in./hr.)
(cfs)
(cfs)
(cfs)
(cfs)
COMMENTS
A
0.999
0.45
0.45
15
3.28
4.72
5.46
7.92
1.5
2.1
2.7
4.1
ONSITE RUNOFF DRAINS TO EXISTING 18" DRAINGE CHANNEL
OS
0.134
0.30
0.04
15
3.28
4.72
5.46
7.92
0.1
0.2
0.2
0.4
OFFSITE RUNOFF( DRAINS TO PROJECT SITE)
NOTES:
(1) C VALUE FOR 1 ACRE LOT -SINGLE FAMILY, C=0.45 (FROM iSWM HYDROLOGY MANUAL)
(2) C VALUE FOR OPEN SPACE/UM IMPROVED AREA, C=0.30 (FROM iSWM HYDROLOGY MANUAL)
(3) Q=C*I*A WHERE C=RUNOFF COEFFICIENT, 1=RAINFALL INTENSITY, A=AREA (INTENSITY IS TAKEN FROM NOAA ATLAS 14)
Channel Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc.
EXISTING DITCH
CAPACITY @ HIGHLAND STREET
Triangular
Highlighted
Side Slopes (z:1)
= 2.50, 2.10
Depth (ft)
Total Depth (ft)
= 1.80
Q (cfs)
Area (sqft)
Invert Elev (ft)
= 332.010
Velocity (ft/s)
Slope (%)
= 1.72
Wetted Perim (ft)
N-Value
= 0.040,
Crit Depth, Yc (ft)
Top Width (ft)
Calculations
EGL (ft)
Compute by:
Known Q
Known Q (cfs)
= 10.10,
Elev (ft) Section
334.00
333.50
333.00
332.50
332.00
331.50
Wednesday, May 22 2024
= 1.17
= 10.10
= 3.15
= 3.21
= 5.87
= 1.04
= 5.38
= 1.33
Depth (ft)
2.00
v
1.50
1.00
0.50
�
_n Gn
1 2 3 4 5 6 7 8 9 10 11 vvv
Reach (ft)
r iCIVIL ENGINEERING
1001 W EULESS BLVD, STE 412H
EULESS, TX 76040
PH: (972) 523-5493
TBPE: F-19293
EMAIL: INFO@iCIVILENG.COM
no. revision by date
scale
horiz
vert
date
MAY 2024
�P� E � � TF�I
1
j;_4
° ° °OM GHARTY CHHETRI 2�202�
.......................... 0512
3 � ° 106562
F ° ° ,11. *NG
� /CNAL
CIVIL ENGINEERING
F-19293
CITY OF SOUTHLAKE, TX
POST -PROJECT DAM
FOR
CHAPALA RESIDENCE
LOT 1 F
303 E HIGHLAND ST.
SOUTHLAKE, TX-76092
-
F
Ia4 I! .., e �� •1
1
I
1
wool
q
I
r
r
• d
�r Illy
MARE rAIF
RUNOFF CALCULATION FOR PROPOSED CULVERT
Area
Area
C
CA
TIC
11
15
110
1100
Q1
Q5
Q10
Q100
ID
(acres)
(min.)
(in./hr.)
(in./hr.)
(in./hr.)
(in./hr.)
(cfs)
(cfs)
(cfs)
(cfs)
COMMENTS
OS1
2.460
0.45
1.11
15
3.28
4.72
5.46
7.92
3.6
5.2
6.6
10.1
CULVERT FLOW
NOTES:
(1) C VALUE FOR 1 ACRE LOT -SINGLE FAMILY, C=0.45 (FROM iSWM HYDROLOGY MANUAL)
(2) C VALUE FOR OPEN SPACE/UM IMPROVED AREA, C=0.30 (FROM iSWM HYDROLOGY MANUAL)
(3) Q=C*I*A WHERE C=RUNOFF COEFFICIENT, 1=RAINFALL INTENSITY, A=AREA (INTENSITY IS TAKEN FROM NOAA ATLAS 14)
Know what's Beim.
Call before you dig.
iCIVIL ENGINEERING
1001 W EULESS BLVD, STE 412H
EULESS, TX 76040
PH: (972) 523-5493
TBPE: F-19293
EMAIL: INFO@iCIVILENG.COM
PROPOSED_ 18 " DRIVEWAY CULVERT `
A
�;'77
1
'y r
EXISTING DRAINAGE CHANNEL
1
y z
EXISTING DROP INLET -
INV 625.0E
I
OF
1
Awe. .sly
j .OM GHARTY CHHETRI 2�202�
106562
1�10s .0 E N S�o.���,
CIVIL ENGINEERING
F19293
DRAINAGE AREA BOUNDARY
FLOW DIRECTION
r1D
AREA (Ac)
RUNOFF CALCULATION
Q=CIA
WHERE,
C=RUNOFF COEFFICIENT
1=RAINFALL INTENSITY
A=DRAINAGE AREA
no. revision by date
Culvert Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc.
PROPOSED DRIVEWAY CULVERT
Invert Elev Dn (ft)
Pipe Length (ft)
Slope (%)
Invert Elev Up (ft)
Rise (in)
Shape
Span (in)
No. Barrels
n-Value
Culvert Type
Culvert Entrance
Coeff. K,M,c,Y,k
Embankment
Top Elevation (ft)
Top Width (ft)
Crest Width (ft)
Elev (ft)
635.00
634.00
633.00
632.00
631.00
630.00
0 5 10 15
Circular Culvert HGL
NORTH
0 60' 120' 180' 240'
SCALE 1"= 60'
= 631.58
= 25.00
= 0.52
= 631.71
= 18.0
= Circular
= 18.0
1
= 0.012
= Circular Concrete
= Square edge w/headwall (C)
= 0.0098, 2, 0.0398, 0.67, 0.5
= 634.76
= 15.00
= 10.00
PROPOSED DRIVEWAY CULVERT
20 25
Emt -k
Calculations
Qmin (cfs)
Qmax (cfs)
Tailwater Elev (ft)
Highlighted
Qtotal (cfs)
Qpipe (cfs)
Qovertop (cfs)
Veloc Dn (ft/s)
Veloc Up (ft/s)
HGL Dn (ft)
HGL Up (ft)
Hw Elev (ft)
Hw/D (ft)
Flow Regime
Wednesday, May 22 2024
= 10.10
= 10.10
= 0.00
= 10.10
= 10.10
= 0.00
= 6.54
= 6.54
= 632.80
= 632.93
= 634.01
= 1.53
= Inlet Control
H. Depth (ft)
3.29
2.29
D.29
9.71
-1.71
35 40 45
Reach (ft)
100 YEAR OFFSITE RUNOFF AT THE PROPOSED CULVERT = 10.10 cfs
100 YEAR ONSITE RUNOFF AT THE PROPOSED CULVERT = 0.00 cfs
PROPOSED SIZE OF CULVERT AT DRIVEWAY = 18"
HEADWATER (100 YEAR) @ CULVERT = 634.01'
DRIVEWAY TOP ELEVATION = 634.76'
scale
horiz
vert
date
MAY 2024
CITY OF SOUTHLAKE, TX
DRAINAGE CoALCULATION
CHAPALA RESIDENCE
LOT 1 F
303 E HIGHLAND ST.
SOUTHLAKE, TX-76092