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50' 25' 0 50' 100'
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LOT 9, BLOCK A-R
REPLAT OF HUNTWICK ESTATES
VOL. 388-182 PG. 75
P.R.T.C.�.
OWNER'S CERTIFICATE
STATE OF TEXAS
COUNTY OF TARRANT
WHEREAS Mark E. Harris and Meredeth L. Harris are the owners of a 1.50 acre tract of land situated in the James I. Chivers Survey,
Abstract No. 348, Tarrant County, Texas, same being that tract of land conveyed to Mark E. Harris and Meredeth L. Harris, husband and
wife, by Warranty Deed with Vendor's Lien thereof recorded in Instrument No. D222284579, Official Public Records, Tarrant County, Texas,
same being Lot 12, Block A—R, of Replat of Huntwick Estates, an Addition to the City of Southlake, Tarrant County, Texas thereof recorded in
Volume 388-182, Page 75, Plat Records, Tarrant County, Texas, and being more particularly described by metes and bounds as follows:
BEGINNING at a
1 /2
inch iron rod found
for corner, said corner
lying along the West line of Lot 5, Block A, of Oak Bend Addition, an
Addition to the
City
of Southlake, Tarrant
County, Texas, thereof
recorded in Instrument No. D213301577, Official Public Records, Tarrant
County, Texas,
same
being the Northeast
corner of Lot 13, Block
A—R, of said Replat of Huntwick Estates;
THENCE South 89 degrees 51 minutes 35 seconds West, along the North
line of said
Lot 13,
a distance
of 243.83 feet to a point for corner,
said corner being the Northwest corner of said
Lot 13, same lying along
the East Right
—of —Way line of
Victoria Lane (a 60 foot
Right —of —Way, dedicated by Volume 388-174,
Page 17, Map Records, Tarrant County,
Texas),
said corner
being the beginning of a
non —tangent curve curving to the right having
a radius of 331.35 feet, a
delta angle
of 00
degree 56
minutes 39 seconds, a chord bearing
and distance of North 00 degree 36 minutes
44 seconds West, 5.46 feet,
from which
a 5/8
inch iron
rod found bears North 22 degrees 37
minutes 56 seconds West, a distance of 1.73
feet for witness;
THENCE
along said
curve to the
right, along the east Right —of
—Way line of said Victoria Lane, an arc length of 5.46 feet to a point for
corner,
said corner
lying along
the East Right —of —Way line of
said Victoria Lane, from which a 1 /2 inch iron rod found bears North 03
degrees
19 minutes
51 seconds
West, a distance of 1.10 feet
for witness;
THENCE North 00 degree 08 minutes 25 seconds West, along the East Right —of —Way line of said Victoria Lane, a distance of 262.46 feet to
a point for corner, said corner lying along the East Right —of —Way line of said Victoria Lane, same being the Southwest corner of Lot 11 ,
Block A—R, of said Replat of Huntwick Estates, from which a 1 /2 inch iron rod found bears North 24 degrees 20 minutes 58 seconds East,
a distance of 0.98 feet for witness;
THENCE North 89
degrees 51
minutes 35 seconds East, along the South line of said Lot 11 , a distance of
243.87 feet to a 1 /2 inch iron
rod found with a
yellow cap
stamped "CBG Surveying" for corner, said corner being the Southeast corner of
said Lot 1 1 , same lying along
the West line of
Lot 7, Block
A, of said Oak Bend Addition;
THENCE South 00 degree 08 minutes 25 seconds East, along the West line of said Lot 7, a distance of 267.92 feet to the POINT OF
BEGINNING and containing 65,338.00 square feet or 1.50 acres of land.
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STATE PLANE
COORDINATES
N=7,039j859.69
E=2.385.88d_27
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REPLAT OF HUNTWICK ESTATES
VOL. 388-182, PG. 75
P.R.T.C.T.
N 89051'35" E 243.87'
LOT 12—R, BLOCK A—R
65,338.00 Sq. Feet
1.50 Acres
MARK E. HARRIS AND
MEREDETH L. HARRIS,
HUSBAND AND WIFE
INST. NO. D222284579
O.P.R.T.C.T.
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LOT 5� BLOCK B
OAK BEND ADDITION
INST. NO. D213301577
O.P.R.T.C.T.
139.91'
' TRI-COUNI
NO. D2133
O.P.R.T.C.T.
ZONING: RPUD
LOT 4, BLOCK B
OAK BEND ADDITION
INST. NO. D213301577
O.P.R.T.C.T.
195.77'
ZONING: RPUD
LOT 3, BLOCK B
OAK BEND ADDITION
INST. NO. D213301577
O.P.R.T.C.T.
GENERAL NOTES
1) BEARINGS ARE BASED ON THE STATE PLANE COORDINATE SYSTEM, TEXAS NORTH CENTRAL
ZONE 4202, NORTH AMERICAN DATUM OF 1983 (2011).
2) COORDINATES SHOWN HEREON ARE TEXAS STATE PLANE COORDINATE SYSTEM, NORTH
CENTRAL ZONE 4202, NORTH AMERICAN DATUM OF 1983 ON GRID COORDINATE VALUES, NO
SCALE AND NO PROJECTION.
3) ACCORDING TO COMMUNITY/PANEL NO. 48439CO085K, EFFECTIVE SEPTEMBER 25, 2009, OF
THE FLOOD INSURANCE RATE MAP FOR DENTON COUNTY, TEXAS & INCORPORATED AREAS, BY
GRAPHIC PLOTTING ONLY, THIS PROPERTY APPEARS TO BE WITHIN FLOOD ZONE "X'. THIS FLOOD
STATEMENT DOES NOT IMPLY THAT THE PROPERTY AND/OR STRUCTURES THEREON WILL BE FREE
FROM FLOODING OR FLOOD DAMAGE. ON RARE OCCASIONS, GREATER FLOODS CAN AND WILL
OCCUR AND FLOOD HEIGHTS MAY BE INCREASED BY MAN—MADE OR NATURAL CAUSES. FEMA
WEBSITE SHOWS SAME FIRM NO.
4) SELLING A PORTION OF ANY LOT WITHIN THIS ADDITION BY METES AND BOUNDS IS A
VIOLATION OF STATE LAW AND CITY ORDINANCE AND IS SUBJECT TO FINES AND WITHHOLDING
OF UTILITIES AND BUILDING PERMITS.
5) THE CITY OF SOUTHLAKE RESERVES THE RIGHT TO REQUIRE MINIMUM FINISH FLOOR
ELEVATIONS ON ANY LOT CONTAINED WITHIN THIS ADDITION. THE MINIMUM ELEVATIONS SHOWN
ARE BASED ON THE MOST CURRENT INFORMATION AVAILABLE AT THE TIME THE PLAT IS FILED
AND MAY BE SUBJECT TO CHANGE. ADDITIONAL LOTS, OTHER THAN THOSE SHOWN, MAY ALSO
BE SUBJECT TO MINIMUM FINISH FLOOR CRITERIA.
6) "COMPLIANCE WITH THE PROVISIONS OF THE CITY'S STORM DRAINAGE POLICY DOES NOT
RELIEVE A PERSON OF THE RESPONSIBILITY OF COMPLYING WITH ALL OTHER APPLICABLE LAWS,
INCLUDING, BUT NOT LIMITED TO, SECTION 11.086, TEXAS WATER CODE.
7) THE CITY OF SOUTHLAKE SHALL NOT BE LIABLE FOR ANY CLAIMS, DAMAGES OR LOSSES
WHICH MAY OCCUR ON ACCOUNT OF FLOODING OR INUNDATION OF ANY SUCH LOTS SO
RECLAIMED, AND THE OWNER AND SUBSEQUENT OWNERS OF ANY SUCH LOTS AGREE TO
RELEASE THE CITY FROM ANY AND ALL SUCH CLAIMS, DAMAGES AND LOSSES.
8) THIS PLAT DOES NOT INCREASE THE NUMBER OF LOTS OR ALTER OR REMOVE EXISTING DEED
RESTRICTIONS OR COVENANTS, IF ANY, ON THIS PROPERTY.
THE PURPOSE OF THIS PLAT IS TO REMOVE A 60 FOOT PROPOSED FUTURE R.O.W. LOCATION.
STATE OF TEXAS
COUNTY OF TARRANT
Whereas _____________________- acting by and through the undersigned, its duly
authorized agent, is (are) the lien holder(s) of the property described hereon, does (do)
hereby ratify all dedications and provisions of this plat as shown.
authorized agent of Vendor.
STATE OF TEXAS
COUNTY OF TARRANT
BEFORE ME, the undersigned authority, on this day personally appeared
known to me to be the person(s) whose name(s)
is(are) subscribed to the above and foregoing instrument, and acknowledged to me that
(he/she/they) executed the same for the purposes and consideration expressed and in
the capacity therein stated and as the act and deed of said Rocket Mortgage.
GIVEN UNDER MY HAND AND SEAL OF OFFICE, this the ______ day of
— — — — — — — — — — — — — — 2024.
Notary Public in and for Dallas County, Texas.
1 1 6.79'
10NST.?
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VARIABLE WIDTH P.R.T.C.�. I ov~i O.P.R.T.C.T.
o DRAINAGE ESMT. TO BE ABANDONED z m cow ^^
BY THIS PLAT BY THIS PLAT I Q
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!� S �NST ORg1N C. is>> ,,• OAK BEND ADDITION
60' POSSIBLE FUTURE R.O.W. L1 i9 O 0• p2GF fs o = INST. N0. D213301577
M TO BE ABANDONED 6' \ 'P•R�33 MT p O.P.R.T.C.T.
O BY THIS PLAT TCT 0\>> O
U) 30 1OIX25' TRI-COUNTY ESMT.
ILOT 12j BLOCK A-R (o �1' 0 /N P .00, h INST. N0. D213301577
1/2" IRF FOR WITNESS I _REPLAT OF HUNTWICK ESTATES \ NO4.F ^ O.P.R.T.C.T.
FC N 03.19'517' W 1.10' VOL. 388-182, PG. 75 CM 9 o O . 13 F,,/
P.R.T.C.T. IRF R.TCT 01`�>>
S 89051'35" W 243.83' y
O STATE PLANE00
5/8j' IRF FOR WITNESS
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88498 °' POINT OF °'P'R�2 T o s\ /AN
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J0� 01 r INST. NO. D213301577
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LEGEND
dooa
P.R.T.C.T. = PLAT RECORDS, TARRANT
COUNTY, TEXAS
ZONING: SF1-A
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LOT 13, BLOCK A-R
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�2 LOT 5 BLOCK A Qj
O.P.R.T.C.T. = OFFICIAL PUBLIC RECORDS,
REPLAT OF HUNTWICK ESTATES
o
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�'N�
TARRANT COUNTY, TEXAS
VOL. 388-182 PG. 75
rr)
o INST. NO. D213301577
P.R.T.C.T.
<oa O.P.R.T.C.T.
INST. NO. = INSTRUMENT NUMBER
ozo
VOL. = VOLUME
ZONING: SF1-A
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PG. = PAGE
REPLAT OF HUNTWICK ESTATES
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VOL. 388-182, PG. 75
�� LT �
R.O.W. = RIGHT—OF—WAY
P.R.T.C.T.
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IRF = IRON ROD FOUND
'!
89.01'
9
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LOT 6, BLOCK A
„
OAK BEND ADDITION
PLASTIC YELLOW CAP STAMPED CBG
o INST. NO. D213301577 /
SURVEYING"
`O O.P.R.T.C.T.
PFC = POINT FOR CORNER
P.A.E. = PEDESTRIAN ACCESS ESMT.
U.E. = UTILITY ESMT.
ESMT. = EASEMENT
BL = BUILDING LINE
CURVE
JARC LENGTH
IRADIUS
IDELTA ANGLE
ICHORD BEARING
ICHORD LENGTH
CII
5.46'
331.35'
00°56'39"
IN 00°36'44" W
5.46'
3 R•"3os� �
0' 00' \0'
INST 30,
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R•lC•T 01S77
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ZONING: RPUD
LOT 4, BLOCK A
OAK BEND ADDITION
INST. NO. D213301577
O.P.R.T.C.T.
DRAINAGE EASEMENT
LINE
BEARING
DISTANCE
L1
S
89°43'07"
W
15.55'
L2
N
45016'53"
W
14.15'
L3
S
89043'07"
W
218.29'
L4
IN
00008'25"
W
20.00'
L5
IN
89043'07"
E
90.63'
L6
S
00* 16'53"
E
5.00'
L7
N
89043'07"
E
133.82'
L8
S
45° 16'53"
E
14.15'
L9
N
89043'07"
E
9.37'
L10
S
00°08'25"
E
15.00'
OWNER: MARK E. HARRIS &
MEREDETH L. HARRIS
805 VICTORIA LANE
SOLITHLAKE, TX, 76092
PHONE: 214-801 -0679
EMAIL: MARK.HARRIS@KlMLEY-HORN.COM
OWNER'S DEDICATION
NOW THEREFORE, KNOW ALL MEN BY THESE PRESENTS:
That we, Mark E. Harris and Meredeth L. Harris, being
all of the owners, do
hereby adopt this plat designating
the hereinabove described property as LOT 12R, BLOCK
A—R, REPLAT OF HUNTSWICK ESTATES,
an addition to the
City of Southlake, Tarrant County, Texas, and we do
hereby dedicate the
rights of way,
(alleys, parks) and
easements shown thereon to the public's use unless otherwise noted.
*This plat does not alter or remove existing deed restrictions
or covenants, if
any. There are
no liens against
this property.*
WITNESS, my hand at Southlake, Tarrant County, Texas,
this the ______ day
of _______________-
2024.
BY: __________
Mark E. Harris
STATE OF TEXAS
COUNTY OF TARRANT
BEFORE ME, the undersigned, a Notary Public in and for said County and State on this day appears Mark E.
Harris, known to me to be the person whose name is subscribed to the foregoing instrument and acknowledged
to me that he/she executed the same for the purposes and considerations therein expressed.
GIVEN UNDER MY HAND AND SEAL OF OFFICE, this the __—___ day of _______________, 2024.
---------------------------------------
Notary Public in and for Dallas County, Texas.
WITNESS, my hand at Southlake, Tarrant County, Texas, this the
BY:
---------------------------
Meredeth L. Harris
day of
2024.
STATE OF TEXAS
COUNTY OF TARRANT
BEFORE ME, the undersigned, a Notary Public in and for said County and State on this day appears Meredeth L.
Harris, known to me to be the person whose name is subscribed to the foregoing instrument and acknowledged
to me that he/she executed the same for the purposes and considerations therein expressed.
GIVEN UNDER MY HAND AND SEAL OF OFFICE, this the day of 2024.
Notary Public in and for Dallas County, Texas.
SURVEYOR'S STATEMENT:
THIS is to certify that I, Bryan Connally, a Registered Professional Land Surveyor of the State of Texas, having
platted the above subdivision from a actual survey on the ground; and that all lot corners, and angle points,
and points of curve shall be properly marked on the ground, and that this plat correctly represents that survey
made by me or under my direction and supervision.
Dated this the_____--___ day of ___________________________, 2024.
RELEASED FOR REVIEW ON 01 /15/2024 PRELIMINARY, THIS DOCUMENT SHALL NOT BE RECORDED FOR ANY
PURPOSES AND SHALL NOT BE USED OR VIEWED OR RELIED UPON AS A FINAL SURVEY DOCUMENT.
--------------------------------------
Bryan Connally
Texas Registered Professional Land Surveyor No. 5513
STATE OF TEXAS
COUNTY OF TARRANT
BEFORE ME, the undersigned, a Notary Public in and for the said County and State, on this day personally
appeared Bryan Connally known to me to be the person whose name is subscribed to the foregoing instrument
and acknowledged to me that he executed the same for the purpose therein expressed and under oath stated
that the statements in the foregoing certificate are true.
GIVEN UNDER MY HAND AND SEAL OF OFFICE this —___________ day of ____________________, 2024.
---------------------------------
Notary Public in and for the State of Texas
CASE NO. ZA23-0007
PLAT REVISION
LOT 12R, BLOCK A-R
REPLAT OF HUNTWICK ESTATES
BEING A REVISION OF LOT 12, BLOCK A—R,
REPLAT OF HUNTWICK ESTATES,
AS SHOWN ON
PLAT FILED IN VOLUME 388-182, PAGE 75, P.R.T.C.T.
AN ADDITION TO THE CITY OF SOUTHLAKE
TARRANT COUNTY, TEXAS
JAMES L. CHIVERS SURVEY, ABSTRACT NO. 348
65,338.00 SQ.FT. / 1.50 ACRES
DATE OF PREPARATION — 10/30/2023
PLANNING & SURVEYING
CBGMain Office
1413 East 1-30, Ste. 7
Garland, TX 75043
P 214.349.9485
SURVEYING TEXAS LLC F 214.349.2216
t Firm No. 10168800
' • • ' www.cbgtxIIc.com
SCALE: 1 "=50' / DATE: 12-12-2023 / JOB NO. 2217654-01 / DRAWN BY: ANR
FILED AS INSTRUMENT # DATE
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CIVIL CONSTRUCTION PLANS
GRADING & DRAINAGE
If 11170mim
FOR
401 Ft I it LANE
CITY OF SOUTHLAKE, TARRANT COUNTY, TEXAS
ENGINEER
Kimley)))Horn
13455 NOEL ROAD
SUITE 700
DALLAS, TEXAS 75240
TEL: (972) 770-1300
STATE OF TEXAS
REGISTRATION NO. F-928
CONTACT- MARK E. HARRIS, P.E.
OWNER/DEVELOPER
MARK HARRIS
805 VICTORIA LANE
SOUTHLAKE, TX 76092
TEL: (972) 776-1738
CONTACT- MARK HARRIS
Know what's below.
Call before you dig.
CITY PROJECT Xxxxxxxxx
No.
FOR REVIEW ONLY
Not for construction or permit purposes.
KimleyoHorn
Engineer MARK E. HARRIS
P.E. No. 97242 Date 07/24/24
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ATION
VICINITY MAP
SCALE: 1" = 1,000'
JULY 2024
�l
SHEET INDEX
SHEET NO.
DESCRIPTION
C-01
COVER SHEET
C-02
REVISED PLAT
C-03
CITY OF SOUTHLAKE GENERAL NOTES
C-04
SITE PLAN & GRADING PLAN
C-05
STORM DRAIN PLAN & PROFILE - LINE SD -A
C-06
CITY OF SOUTHLAKE STORM DRAIN DETAILS
C-01
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VICINITY MAP
NOT TO SCALE
50' 25' 0 50' 100'
SCALE: 1 " = 50'
I
ZONING: SF1-A
LOT 9, BLOCK A-R
REPLAT OF HUNTWICK ESTATES
VOL. 388-182 PG. 75
P.R.T.C.�.
OWNER'S CERTIFICATE
STATE OF TEXAS
COUNTY OF TARRANT
WHEREAS Mark E. Harris and Meredeth L. Harris are the owners of a 1.50 acre tract of land situated in the James I. Chivers Survey,
Abstract No. 348, Tarrant County, Texas, same being that tract of land conveyed to Mark E. Harris and Meredeth L. Harris, husband and
wife, by Warranty Deed with Vendor's Lien thereof recorded in Instrument No. D222284579, Official Public Records, Tarrant County, Texas,
same being Lot 12, Block A—R, of Replat of Huntwick Estates, an Addition to the City of Southlake, Tarrant County, Texas thereof recorded in
Volume 388-182, Page 75, Plat Records, Tarrant County, Texas, and being more particularly described by metes and bounds as follows:
BEGINNING at a
1 /2
inch iron rod found
for corner, said corner
lying along the West line of Lot 5, Block A, of Oak Bend Addition, an
Addition to the
City
of Southlake, Tarrant
County, Texas, thereof
recorded in Instrument No. D213301577, Official Public Records, Tarrant
County, Texas,
same
being the Northeast
corner of Lot 13, Block
A—R, of said Replat of Huntwick Estates;
THENCE South 89 degrees 51 minutes 35 seconds West, along the North
line of said
Lot 13,
a distance
of 243.83 feet to a point for corner,
said corner being the Northwest corner of said
Lot 13, same lying along
the East Right
—of —Way line of
Victoria Lane (a 60 foot
Right —of —Way, dedicated by Volume 388-174,
Page 17, Map Records, Tarrant County,
Texas),
said corner
being the beginning of a
non —tangent curve curving to the right having
a radius of 331.35 feet, a
delta angle
of 00
degree 56
minutes 39 seconds, a chord bearing
and distance of North 00 degree 36 minutes
44 seconds West, 5.46 feet,
from which
a 5/8
inch iron
rod found bears North 22 degrees 37
minutes 56 seconds West, a distance of 1.73
feet for witness;
THENCE
along said
curve to the
right, along the east Right —of
—Way line of said Victoria Lane, an arc length of 5.46 feet to a point for
corner,
said corner
lying along
the East Right —of —Way line of
said Victoria Lane, from which a 1 /2 inch iron rod found bears North 03
degrees
19 minutes
51 seconds
West, a distance of 1.10 feet
for witness;
THENCE North 00 degree 08 minutes 25 seconds West, along the East Right —of —Way line of said Victoria Lane, a distance of 262.46 feet to
a point for corner, said corner lying along the East Right —of —Way line of said Victoria Lane, same being the Southwest corner of Lot 11 ,
Block A—R, of said Replat of Huntwick Estates, from which a 1 /2 inch iron rod found bears North 24 degrees 20 minutes 58 seconds East,
a distance of 0.98 feet for witness;
THENCE North 89
degrees 51
minutes 35 seconds East, along the South line of said Lot 11 , a distance of
243.87 feet to a 1 /2 inch iron
rod found with a
yellow cap
stamped "CBG Surveying" for corner, said corner being the Southeast corner of
said Lot 1 1 , same lying along
the West line of
Lot 7, Block
A, of said Oak Bend Addition;
THENCE South 00 degree 08 minutes 25 seconds East, along the West line of said Lot 7, a distance of 267.92 feet to the POINT OF
BEGINNING and containing 65,338.00 square feet or 1.50 acres of land.
291.96
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LOT 8 BLOCK A-R
REPLAT OF HUNTWICK ESTATES
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VOL. 388-182, PG. 75
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STATE PLANE
COORDINATES
N=7,039j859.69
E=2.385.88d_27
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REPLAT OF HUNTWICK ESTATES
VOL. 388-182, PG. 75
P.R.T.C.T.
N 89051'35" E 243.87'
LOT 12—R, BLOCK A—R
65,338.00 Sq. Feet
1.50 Acres
MARK E. HARRIS AND
MEREDETH L. HARRIS,
HUSBAND AND WIFE
INST. NO. D222284579
O.P.R.T.C.T.
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O.P.R.T.C.T.
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OAK BEND ADDITION
INST. NO. D213301577
O.P.R.T.C.T.
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ZONING: RPUD
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OAK BEND ADDITION
INST. NO. D213301577
O.P.R.T.C.T.
GENERAL NOTES
1) BEARINGS ARE BASED ON THE STATE PLANE COORDINATE SYSTEM, TEXAS NORTH CENTRAL
ZONE 4202, NORTH AMERICAN DATUM OF 1983 (2011).
2) COORDINATES SHOWN HEREON ARE TEXAS STATE PLANE COORDINATE SYSTEM, NORTH
CENTRAL ZONE 4202, NORTH AMERICAN DATUM OF 1983 ON GRID COORDINATE VALUES, NO
SCALE AND NO PROJECTION.
3) ACCORDING TO COMMUNITY/PANEL NO. 48439CO085K, EFFECTIVE SEPTEMBER 25, 2009, OF
THE FLOOD INSURANCE RATE MAP FOR DENTON COUNTY, TEXAS & INCORPORATED AREAS, BY
GRAPHIC PLOTTING ONLY, THIS PROPERTY APPEARS TO BE WITHIN FLOOD ZONE "X'. THIS FLOOD
STATEMENT DOES NOT IMPLY THAT THE PROPERTY AND/OR STRUCTURES THEREON WILL BE FREE
FROM FLOODING OR FLOOD DAMAGE. ON RARE OCCASIONS, GREATER FLOODS CAN AND WILL
OCCUR AND FLOOD HEIGHTS MAY BE INCREASED BY MAN—MADE OR NATURAL CAUSES. FEMA
WEBSITE SHOWS SAME FIRM NO.
4) SELLING A PORTION OF ANY LOT WITHIN THIS ADDITION BY METES AND BOUNDS IS A
VIOLATION OF STATE LAW AND CITY ORDINANCE AND IS SUBJECT TO FINES AND WITHHOLDING
OF UTILITIES AND BUILDING PERMITS.
5) THE CITY OF SOUTHLAKE RESERVES THE RIGHT TO REQUIRE MINIMUM FINISH FLOOR
ELEVATIONS ON ANY LOT CONTAINED WITHIN THIS ADDITION. THE MINIMUM ELEVATIONS SHOWN
ARE BASED ON THE MOST CURRENT INFORMATION AVAILABLE AT THE TIME THE PLAT IS FILED
AND MAY BE SUBJECT TO CHANGE. ADDITIONAL LOTS, OTHER THAN THOSE SHOWN, MAY ALSO
BE SUBJECT TO MINIMUM FINISH FLOOR CRITERIA.
6) "COMPLIANCE WITH THE PROVISIONS OF THE CITY'S STORM DRAINAGE POLICY DOES NOT
RELIEVE A PERSON OF THE RESPONSIBILITY OF COMPLYING WITH ALL OTHER APPLICABLE LAWS,
INCLUDING, BUT NOT LIMITED TO, SECTION 11.086, TEXAS WATER CODE.
7) THE CITY OF SOUTHLAKE SHALL NOT BE LIABLE FOR ANY CLAIMS, DAMAGES OR LOSSES
WHICH MAY OCCUR ON ACCOUNT OF FLOODING OR INUNDATION OF ANY SUCH LOTS SO
RECLAIMED, AND THE OWNER AND SUBSEQUENT OWNERS OF ANY SUCH LOTS AGREE TO
RELEASE THE CITY FROM ANY AND ALL SUCH CLAIMS, DAMAGES AND LOSSES.
8) THIS PLAT DOES NOT INCREASE THE NUMBER OF LOTS OR ALTER OR REMOVE EXISTING DEED
RESTRICTIONS OR COVENANTS, IF ANY, ON THIS PROPERTY.
THE PURPOSE OF THIS PLAT IS TO REMOVE A 60 FOOT PROPOSED FUTURE R.O.W. LOCATION.
STATE OF TEXAS
COUNTY OF TARRANT
Whereas _____________________- acting by and through the undersigned, its duly
authorized agent, is (are) the lien holder(s) of the property described hereon, does (do)
hereby ratify all dedications and provisions of this plat as shown.
authorized agent of Vendor.
STATE OF TEXAS
COUNTY OF TARRANT
BEFORE ME, the undersigned authority, on this day personally appeared
known to me to be the person(s) whose name(s)
is(are) subscribed to the above and foregoing instrument, and acknowledged to me that
(he/she/they) executed the same for the purposes and consideration expressed and in
the capacity therein stated and as the act and deed of said Rocket Mortgage.
GIVEN UNDER MY HAND AND SEAL OF OFFICE, this the ______ day of
— — — — — — — — — — — — — — 2024.
Notary Public in and for Dallas County, Texas.
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TARRANT COUNTY, TEXAS
VOL. 388-182 PG. 75
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CURVE
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O.P.R.T.C.T.
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OWNER: MARK E. HARRIS &
MEREDETH L. HARRIS
805 VICTORIA LANE
SOLITHLAKE, TX, 76092
PHONE: 214-801 -0679
EMAIL: MARK.HARRIS@KlMLEY-HORN.COM
OWNER'S DEDICATION
NOW THEREFORE, KNOW ALL MEN BY THESE PRESENTS:
That we, Mark E. Harris and Meredeth L. Harris, being
all of the owners, do
hereby adopt this plat designating
the hereinabove described property as LOT 12R, BLOCK
A—R, REPLAT OF HUNTSWICK ESTATES,
an addition to the
City of Southlake, Tarrant County, Texas, and we do
hereby dedicate the
rights of way,
(alleys, parks) and
easements shown thereon to the public's use unless otherwise noted.
*This plat does not alter or remove existing deed restrictions
or covenants, if
any. There are
no liens against
this property.*
WITNESS, my hand at Southlake, Tarrant County, Texas,
this the ______ day
of _______________-
2024.
BY: __________
Mark E. Harris
STATE OF TEXAS
COUNTY OF TARRANT
BEFORE ME, the undersigned, a Notary Public in and for said County and State on this day appears Mark E.
Harris, known to me to be the person whose name is subscribed to the foregoing instrument and acknowledged
to me that he/she executed the same for the purposes and considerations therein expressed.
GIVEN UNDER MY HAND AND SEAL OF OFFICE, this the __—___ day of _______________, 2024.
---------------------------------------
Notary Public in and for Dallas County, Texas.
WITNESS, my hand at Southlake, Tarrant County, Texas, this the
BY:
---------------------------
Meredeth L. Harris
day of
2024.
STATE OF TEXAS
COUNTY OF TARRANT
BEFORE ME, the undersigned, a Notary Public in and for said County and State on this day appears Meredeth L.
Harris, known to me to be the person whose name is subscribed to the foregoing instrument and acknowledged
to me that he/she executed the same for the purposes and considerations therein expressed.
GIVEN UNDER MY HAND AND SEAL OF OFFICE, this the day of 2024.
Notary Public in and for Dallas County, Texas.
SURVEYOR'S STATEMENT:
THIS is to certify that I, Bryan Connally, a Registered Professional Land Surveyor of the State of Texas, having
platted the above subdivision from a actual survey on the ground; and that all lot corners, and angle points,
and points of curve shall be properly marked on the ground, and that this plat correctly represents that survey
made by me or under my direction and supervision.
Dated this the_____--___ day of ___________________________, 2024.
RELEASED FOR REVIEW ON 01 /15/2024 PRELIMINARY, THIS DOCUMENT SHALL NOT BE RECORDED FOR ANY
PURPOSES AND SHALL NOT BE USED OR VIEWED OR RELIED UPON AS A FINAL SURVEY DOCUMENT.
--------------------------------------
Bryan Connally
Texas Registered Professional Land Surveyor No. 5513
STATE OF TEXAS
COUNTY OF TARRANT
BEFORE ME, the undersigned, a Notary Public in and for the said County and State, on this day personally
appeared Bryan Connally known to me to be the person whose name is subscribed to the foregoing instrument
and acknowledged to me that he executed the same for the purpose therein expressed and under oath stated
that the statements in the foregoing certificate are true.
GIVEN UNDER MY HAND AND SEAL OF OFFICE this —___________ day of ____________________, 2024.
---------------------------------
Notary Public in and for the State of Texas
CASE NO. ZA23-0007
PLAT REVISION
LOT 12R, BLOCK A-R
REPLAT OF HUNTWICK ESTATES
BEING A REVISION OF LOT 12, BLOCK A—R,
REPLAT OF HUNTWICK ESTATES,
AS SHOWN ON
PLAT FILED IN VOLUME 388-182, PAGE 75, P.R.T.C.T.
AN ADDITION TO THE CITY OF SOUTHLAKE
TARRANT COUNTY, TEXAS
JAMES L. CHIVERS SURVEY, ABSTRACT NO. 348
65,338.00 SQ.FT. / 1.50 ACRES
DATE OF PREPARATION — 10/30/2023
PLANNING & SURVEYING
CBGMain Office
1413 East 1-30, Ste. 7
Garland, TX 75043
P 214.349.9485
SURVEYING TEXAS LLC F 214.349.2216
t Firm No. 10168800
' • • ' www.cbgtxIIc.com
SCALE: 1 "=50' / DATE: 12-12-2023 / JOB NO. 2217654-01 / DRAWN BY: ANR
FILED AS INSTRUMENT # DATE
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CITY OI
SOUTHLAKE
TEXAS
PUBLIC WORKS DEPARTMENT
9 UTY Of
SOUTHLAKE
TEXAS
GENERAL NOTES - PAVING IMPROVEMENTS
91 ITY OF
SOUTHLAKE
TEXAS
GENERAL NOTES - WATER IMPROVEMENTS
GENERAL NOTES 1. All fill shall be compacted to a density of at least ninety-five (95%) percent standard
proctor as per ASTM D 698 at or above optimum moisture content. Lifts shall be as 1. All 1" and 2" water meters will be installed by City personnel.
specified per the soils lab recommendation and as approved by the City. All fill shall be 2. Fire hydrants shall be located outside of sidewalk if walk intended.
1. All construction shall be in strict accordance with the standards of the City of Southlake tested as installed and certified by an approved soils laboratory 3. All water lines shall be PVC pipe conforming to AWWA standard C-900 SDR-18
and governed by the North Central Texas Council of Government's Standard Specifications 2. All streets, unless alternative design is submitted by lab, designed by the triaxial method minimum, with NSF seal, pressure tested and disinfected in accordance with NCTCOG
for Public Works Construction latest edition. as specified in Texas Highway Department requirements and approved by the City of STD. SPECS. Water mains to have a minimum of 42" cover to the top of pipe. Service
2. All materials and workmanship shall conform to the City of Southlake standards where Southlake, shall be constructed on a minimum of (6") inches of stabilized subgrade (lime line connectors shall be compression -type with stainless steel tube liners.
they differ from NCTCOG standards. or cement) as soil tests indicate. Compaction shall be ninety-five (95%) percent density 4. All water lines not under pavement to be encased in sand and backfill shall be select
3. The Texas Department of Transportation (TxDOT) must approve any work to be done in as per AASHTO designation T180. Density tests shall be taken every 1,000 square yards material compacted to 95% standard proctor density. Pipe including services under
the state highway right-of-way. An application and appropriate plans must be submitted or less, as required by City Inspector. public pavement requires cement treated sand backfill.
directly to TxDOT for review. 3. The sub -grade shall be proof rolled and observed by the construction inspector prior to 5. Water services should be located 10' upstream of the sanitary sewer services. Each
4. A permit is required to cut a city street or work within the right-of-way. The permit is and after sub -grade stabilization. location is to be stamped on the curb with 2" high letter "W".
issued by the Public Works Department. 4. Curb and gutter shall consist of steel reinforced concrete and shall be six (6") inches high 6. All services to the meter to be minimum 1" SDR-9 class 200 polyethylene.
5. The location of underground facilities indicated on the plans is taken from public records. �t 7. Water meter boxes will be furnished and installed after paving activities have been
and thirty (30) inches wide. p g
It is the contractor's responsibility to make arrangements with the owners of such 5. The parkways and streets shall be rough cut to a plus or minus one -tenth (0. F) feet of completed.
underground facilities prior to working in the area to confirm their exact location and to their respective final grades. 8. Curb stops should be tested for leakage and full flow when system is pressure tested.
determine whether any additional facilities other than those shown on the plans may be 6. Construction of wheel chair ramps will be the responsibility of the paving Contractor at 9. All fire hydrant assemblies (Mueller, M&H, or Waterous only) to be equipped with a 6"
present. The contractor shall preserve and protect all underground facilities. If existing the time of public improvements. gate valve and box. Hydrants shall be installed with a factory based prime coat only.
underground utilities are damaged, the contractor will be responsible for the cost of 7. Individual water and sewer services and water valves shall have a suitable marker ("W" Hydrants will be painted by the City.
repairing the utility. for water, "S" for sanitary sewer and "V" for valves) stamped on the face of the curb, or 10. Any water valves located within pavement areas shall be adjusted to final grade by the
if no curb is constructed, on the top of the pavement. The marks shall be a minimum of paving Contractor. The paving Contractor shall construct a typical concrete block out per
UNDERGROUND FACILITY OWNER TELEPHONE NUMBER two (2") inches in height and width. Water services shall be located 10' upstream from detail on sheet.
Above Net Fiber (214) 869-8352 the sanitary sewer service, with the sewer service at the center of the front of the lot. 11. Fire hydrants shall be equipped with 4-1/2" X 5" Storz adapter connection with butterfly
AT&T (214) 745-2964 8. The Contractor shall proceed with paving no more than seventy-two (72) hours after vanes.
AT&T Texas (call DIGTESS) (800) 344-8377 density / moisture tests have been taken and passed by a regular testing firm. Copies of the 12. When a water line is bored, the casing shall be capped and valves added on either side.
Atmos Energy (817) 359-1313 test results test results shall be furnished to the City. In the event paving operations have 13. All fittings and bends shall have Mega Lug retainer glands.
Charter Communications (817) 822-8745 not commenced within the seventy-two-(72) hour limit, a retest shall be required at the 14. For valves (Mueller, M&H, or Waterous only) installed 4' and deeper, extension with
City of Southlake (817) 748-8082 t center rin 2' or less is required.
Contractor's expense. g q
DIGTESS (Line Locates) (800) 344-8377 9. Manhole rim elevations, clean -outs, valve boxes, fire hydrants, etc. shall be adjusted to 15. Tapping Saddles must be all stainless steel.
Level (3) Communications (877) 366-8344 finished grade by the paving contractor at the time of paving.
Oncor Electric Delivery (817) 215-6688 10. The paving contractor shall be responsible for all "Permanent Survey Reference
One Source Communications (817) 692-6042 Monuments" as described in the subdivision ordinance including concrete monuments at
TRI County Electric (817) 431-1541 all boundary corners.
Verizon Engineering (972) 578-3354 11. The paving contractor shall install a blue reflector in the street centerline at the location
6. Where existing utilities or service lines are cut, broken or damaged, the Contractor shall of each fire hydrant.
replace or repair the utilities or service lines with the same type of original material and
construction, or better, unless otherwise shown or noted on the plans, at his own cost and
expense. The Contractor shall immediately notify the Engineer at once of any conflicts
in grades and alignment.
7. All excavations, trenching and shoring operations shall comply with the requirements of
the U. S. Department of Labor, OSHA, "Const. Safety and Health Regulations.", Vol. 29,
Subpart P. pg. 128 - 137, and any amendments thereto.
Last updated: 8/2019 Last updated: 8/2019 Last updated: 8/2019
CITY OF CITY 01 ITY nF
SOUTHLAKE SOUTHLAKE SOUTHLAKE
TEXAS TEXAS TEXAS
8. Adequate measures shall be taken to prevent erosion. In the event that significant erosion GENERAL NOTES - STORM DRAINAGE IMPROVEMENTS GENERAL NOTES - SANITARY SEWER IMPROVEMENTS
occurs as a result of construction the Contractor shall restore the eroded area to original
condition or better. 1. Sanitary sewer PVC pipe shall be SDR 35 if depth of line is 10' or less and SDR 26 if
1. All storm sewer and culvert pipe and fittings shall be ASTM C76 Class III reinforced depth of line is eater than 10'.
9. The Contractor shall restore all areas disturbed by construction to original condition or � p �"
better. Restored areas include, but are not limited to trench backfill, side slopes, fences, concrete pipe (RCP), installed with compressive type joints. 2. Pipe not under pavement shall be bedded in class 11, or better, material as defined in
culvert pipes, drainage ditches driveways, private yards and roadways. 2. After completion of all storm sewer installation, the contractor shall perform a television ASTM D-2321, and laced as directed therein. Backfill shall be select material
10. An changes needed after construction plans have been released shall be approved b the inspection and provide a videotape to the Public Works Department. compacted to 95% standard proctor density. Pie including services under public
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3. Install a benchmark on a drainage structure within or near the site. A letter including the
City Engineer. These changes must be received in writing from the from the design pavement requires cement treated sand backfill.
engineer. The Director of Public Works shall approve any deviations from state location and elevation of the benchmark must be submitted to Public Works prior to the 3. After completion of all testing (i.e. mandrel & air) Contractor shall perform a Television
final acceptance of the project. inspection and provide videotape to the Public Works Department. Deflection testing
regulations. p p p p g
11. The contractor shall provide "red lined" marked prints to the Engineer prior to final 4. Storm sewer pipes larger than 36" must be wiped with non -shrink grout after inspection shall be performed as specified in special conditions.
inspection indicating all construction which deviated from the plans or was constructed in and approval. 4. A 2" high letter "S" shall be stamped on the curb to mark the location of the sewer
addition to that indicated on the plans. services. The service should be located in the center of each lot.
12. The contractor must field verify existing service locations prior to installing new services. 5. One joint of 150-psi pressure rated pipe shall be installed under all proposed water pipe
When installing a new water line, all existing services must be connected to the new line. crossings.
13. The contractor shall keep records for Record Drawings and shall submit markups to the 6. Contractor to place a 3/4" plywood false bottom in all sanitary sewer manholes before
city inspector prior to scheduling a final walkthrough inspection. paving Contractor begins work.
14. Prior to construction, a pre -construction meeting shall be held with representatives from 7. Rim elevations of the proposed sanitary sewer manholes in streets are to be constructed
all contractors, the engineer and the City of Southlake. 18" below final finished grades by utility contractor and adjusted by paving Contractor to
15. All construction must adhere to the Tree Preservation Ordinance. finished grade at time of paving. Each shall have a typical concrete block -out
constructed per standard detail.
8. All trenches shall be compaction tested at the rate of one test per 300 L.F. of trench per
lift. Lifts shall be no greater than 12" loose. Tests shall be staggered so that tests of
adjacent lifts are not directly over the previous lift. If the distance between manholes
exceeds 300 L.F., a minimum of 2 tests per lift shall be taken. The testing lab shall
provide the location of all results on a plan and profile sheet prior to trench acceptance. The
paving contractor shall not begin work until the City of Southlake has approved all trench
work.
9. All manholes shall be vacuumed tested.
10. Any tie-in to an existing manhole must be cored. (No breakouts allowed) Core shall be 2"
larger than pipe size
11. Only ridged saddles approved. (No rubber saddles).
12. Filter fabric to be installed over chat rock.
13. Manhole must be raised 1/4 inch per foot behind curb.
14. No Flat tops unless otherwise approved by the City Engineer.
15. Inflow lines over 16" off the floor must have internal drop with Refiner and stainless -steel
straps.
16. Invert is to be reworked, when tying to existing manholes.
17. Outfall manhole and the 2 downstream manholes must be sprayed with Raven Liner.
(Minimum 125 mil thick)
18. 3" butyl rubber must be used under ring the first riser ring.
19. 3/8" butyl rubber must be used between Lad -tech riser rings.
20. Cretex is approved equal and must have sealant between riser rings.
21. Lad -tech and Cretex are the only approved materials for grade adjustment.
22. 45-degree bends to be used at the bottom of an internal drop to direct flow downstream.
23. All internal drops must be one size larger than pipe diameter coming in.
24. Only non -shrink grout to be used for minor patching inside manholes.
Last updated: 8/2019 Last updated: 8/2019 Last updated: 8/2019
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Kimleym Horn
Engineer MARK E. HARRIS
P.E. No. 97242 Date 07/24/24
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555
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EXISTING CONTOUR
DRAINAGE GENERAL NOTES
1. CONTRACTOR TO FIELD VERIFY HORIZONTAL AND VERTICAL LOCATION
OF EXISTING UTILITIES PRIOR TO CONSTRUCTION.
2. SEE PLANS FOR OAK BEND, DATED MAY 4, 2015 FOR EXISTING STORM
DRAIN INFORMATION.
3. ALL STORM DRAIN LINES SHALL BE RCP, CLASS III UNLESS OTHERWISE
NOTED.
7+00 7+50
605
595
590
585
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!!WARNING!!
EXISTING UTILITIES IN THE AREA.
CONTRACTOR SHALL FIELD VERIFY THE
LOCATION OF ALL EXISTING UTILITIES WITH
THE PROVIDER PRIOR TO START OF
CONSTRUCTION AND SHALL IMMEDIATELY
NOTIFY THE ENGINEER OF ANY CONFLICTS
DISCOVERED. CONTRACTOR IS
RESPONSIBLE FOR COORDINATING UTILITY
RELOCATION WHERE NECESSARY AND
PROTECTING EXISTING UTILITIES (SHOWN
OR NOT SHOWN). IF ANY EXISTING
UTILITIES ARE DAMAGED, THE
CONTRACTOR SHALL REPLACE THEM AT
THEIR OWN EXPENSE.
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1" = 40' HORIZONTAL
1" = 4' VERTICAL
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FOR REVIEW ONLY
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Kimleym Horn
Engineer MARK E. HARRIS
P.E. No. 97242 Date 07/24/24
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A BARS 6" fi" -
(IN WALL) E BARS 4" 4" 4"
B BARS 2"
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CENTERS (ALL
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PAVING
REINFORCED CONCRETE RING
(NO BRICK}
EPDXY GROUT RINGS TO
TOP OF SLAB
CONSTRUCTION JOINT
B BARS AT
12" JOINTS
C BARS AT 6"
CENTERS (VERT.)
LENGTH = H + 7"
A BARS AT
12" CENTERS -
CONSTRUCTION JOINT
"""IT IRON MANHOLE FRAME AND COVER
BE FURNISHED AND INSTALLED BY
JTRACTOR). SEE RING AND COVER
AILS THIS SHEET.
ANCHOR BOLT
2"
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NOTE: STORM DRAIN PIPE TO BE REINFORCED
CONCRETE RUBBER GASKET OR TONGUE
AND GROOVE PIPE USING OMNI-FLEX
GASKETS AS MANUFACTURED BY DELTA -
SOUTHWEST, INC., FT. WORTH, TEXAS, OR
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GENERAL NOTES:
1- ALL CONCRETE SHALL BE CLASS "A" (5 BAGS OF CEMENT PER C.Y. AND
A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 3000 PSI). ALL
EXPOSED CORNERS SHALL BE CHAMFERED 314".
2. ALL REINFORCING STEEL SHALL BE OPEN HEARTH NEW BILLET STEEL
OF INTERMEDIATE OR HARD GRADE CONFORMING TO ASTM A-15.
DEFORMATIONS SHALL CONFORM TO ASTM A 305-56T.
3. ALL REINFORCING STEEL SHALL HAVE A MINIMUM COVER OF 2".
4. DIMENSIONS RELATING TO REINFORCING STEEL ARE TO THE CENTER
OF BARS.
5. ALL BACKFILL SHALL BE PERFORMED BY MECHANICAL TAMPING.
6. ALL STORM SEWER MUST BE VIDEO INSPECTED BY CONTRACTOR.
CONTRACTOR SHALL FURNISH THE CITY WITH DVD FOR APPROVAL
PRIOR TO ACCEPTANCE.
7. ALL STORM DRAIN STRUCTURES 36" DEEP OR DEEPER MUST HAVE
FIBERGLASS STEPS INSTALLED_
13"
A BAR
41-6"
BAR
SIZE
LENGTH
NO. REQUIRED
SPACING
10 IN BOTTOM
A
6,-8„
+ 12"
2 x "H" IN WALLS
14 IN BOTTOM
+ 12" IN WALLS
B
#4
5'-011
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SEE DETAIL
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D
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8
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1 0 2'-0"
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2 4'-8-
5
SEE DETAIL
2 @ 6'-6"
{ } { GENERAL NOTES FOR STORM SEWER JUNCTION BOX
A BARS AT A TEMPORARY METAL COVER SHALL BE INSTALLED AFTER
12" CENTERS STAGE I IS COMPLETED AND WILL REMAIN IN PLACE UNTIL
BOTH DIRECTIONS STAGE II IS BEGUN. STAGE III WILL NOT BE BUILT UNTIL
APPROVED BY THE ENGINEER. APPROVAL WILL NOT BE
NORMALLY GIVEN UNTIL THE SUBGRADE AND BASE COURSES
HAVE BEEN COMPLETED.
FIELD BEND OR CUT BARS AS REQUIRED TO ACCOMMODATE
SEWER PIPE.
STORM SEWER JUNCTION BOX DETAILS
N.T.S.
#3 BARS ON 24" CENTERS
51-0" ELASTOMERIC SEALANT OR
PREMOLDED EXPANSION 4'-0" 6" APPROVED EQUAL
JOINT MATERIAL
6" CURB
6" SIDEWALK
6" MIN. CONCRETE PAVEMENT
��1 ����/.I �■�1/. /. /1 �■��. 6" STABILIZED SUBGRADE
3"
SIDEWALK FLUME CROSSING
N.T.S.
4.1
4"
VARIES
#3 BARS ON 18" CENTERS EACH WAY
4"
........
c e • a n •e . n ' n - e .e - ❑ • ❑ . e - ❑ n
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NOTES:
1. RING AND COVER BY EAST JORDAN IRON
WORKS, PRODUCT NO. 149531 OR APPROVED
EQUAL.
2. SEE COMPANY PRODUCT SPECS FOR
DETAILS (1495A COVER).
RING AND COVER DETAILS
N.T.S.
PROPOSED ROCK RIP -RAP
6" TO 4" DIA. WITH STABILIZING FILTER FABRIC
TO BE FURNISHED AND CONSTRUCTED IN
ACCORDANCE WITH TXDOT STANDARD SPEC.
ITEM NO.432, DRY ROCK RIP -RAP.
S-0" 6" VARIES 6" 3'-0"
#3 BAR
6" AT
�OQ0 tQpb 0zo INVERT 0 �04ZTBACK
0 O 0 do O DEEP AT
o � 0 o O 0 OF 6" CURB
3000 PSI AMOCO 4545
CONCRETE AT=BARS
NOTE: Ill TOE WALL NON -WOVEN FABRIC
28 DAYS.�II'/ AT BEGINNING AND OR APPROVED EQUAL
END OF FLUME-
C EACH WAY
CONCRETE FLUME
N.T.S.
NOTE:
THIS STANDARD DETAIL SHEET IS TO BE USED AS
A GUIDE ONLY. CONSULTANTS ARE TO REVIEW
AND VERIFY ADEQUACY FOR THEIR PROJECTS.
FINAL DESIGN ADEQUACY IS THE RESPONSIBILITY
OF THE SPECIFIC PROJECT ENGINEER
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FOR REVIEW ONLY
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Kimley*Horn
Engineer MARK E. HARRIS
P.E. No. 97242 Date 07/24/24
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