HomeMy WebLinkAbout064729 - Construction-Related - Contract - Highland Homes-Dallas, LLC and Ventana Homeowner's AssociationDate Received: 2�� 7�2026
Time Received: 8� 19 a. I�TI
Permit No.: SWFMA-25-0078
City Secretary No.: 64729
DRAINAGE CHANNEL
MAINTENANCE AGREEMENT
THIS AGREEMENT, made and entered into this 12th day of F e b rU a i�/
2026, by and between Hi�hland Homes-Dallas, LLC, a Texas limited liability company,
acting by and through Jeff Stinson, its duly authorized Vice President, hereinafter referred
to as "Landowner", the Ventana Homeowner's Association, hereinafter referred to as
"Association", and the City of Fort Worth, hereinafter referred to as "City".
WITNESSETH
WHEREAS, the Landowner is the owner of certain real property described as a
1.946 acres and a 1.553 acres tract of land situated in S.A. & M.G. RR. CO. Survey,
Abstract No. 1903, Tarrant County, Texas according to the deed recorded in D224194263,
Official Public Records, Tarrant County, Texas, hereinafter called the "Property".
WHEREAS, the Landowner is proceeding to build on and develop the Property
according to the Site Plan/Subdivision Plan known as Ventana West — Markum Ranch
Road, hereinafter called the "Plan", which is expressly made a part hereof, as approved or
to be approved by the City and the Landowner provides for management of storm water
within the confines of the Property; and;
WHEREAS, the City and the Landowner and Association, and their successors and
assigns, agree that the health, safety and welfare of the residents of the City of Fort Worth,
Texas require that on-site Drainage Facilities be constructed and maintained on a portion
of the Property; and;
WHEREAS, the City requires that on-site Drainage Facilities ("Facility") as shown
on the Plan be constructed and adequately maintained by the Landowner, its successors
and assigns, including the Association, the location and dimensions of which is shown and
more particularly described by metes and bounds in the attached EXhibit "A1 and A2"
("Facility Property"); and;
DRAINAGE CHANNEL MAINTENANCE AGREEMENT 1
Rev. 03/01/2022 BN
NOW, THEREFORE, in consideration of the foregoing premises, the mutual
covenants contained herein, and the following terms and conditions, the parties hereto
agree as follows:
l. The Landowner and Association, its successors and assigns, shall adequately
construct and maintain the on-site Drainage Facility ("Facility") at no expense
to the City of Fort Worth in accordance with the design specifications for the
Facility, attached as Exhibit "B", and the current standards then in force and
effect in the City of Fort Worth and with the Operations and Maintenance Plan
attached to this Agreement as Exhibit "C". The Drainage Facility includes all
pipes, channels or other conveyances built to convey storm water to the
facility, as well as all structures, improvements, and vegetation provided to
control the quantity and quality of the storm water. Adequate maintenance is
herein defined as good working condition so that these facilities are performing
their design functions. The Drainage Channel Structural Control Maintenance
Checklists, attached to this Agreement as Exhibit "D", are to be used to
establish what good working condition is acceptable to the City.
2. The Landowner and Association, its successors and assigns, shall inspect the
Facility and submit an inspection report to the City annually. The purpose of
the inspection is to ensure the safe and proper functioning of the Facility. The
inspection shall cover the entire Facility, berms, outlet structure, pond areas,
access roads, etc. Components of the Facility, which need maintenance or
replacement to perform their design function, shall be noted in the inspection
report along with the corrective actions to be taken.
3. The Landowner and Association, its successors and assigns, hereby grant
permission to the City, its authorized agents and employees, to enter upon the
Property and to inspect the Facility Property whenever the City deems
necessary. The purpose of inspection is to follow-up on reported deficiencies
and/or to respond to citizen complaints. The City shall provide the Landowner
DRAINAGE CHANNEL MAINTENANCE AGREEMENT 2
Rev 03/01/2022 BN
and Association, its successors and assigns, copies of the inspection findings
and a directive to commence with the repairs if necessary.
4. In the event the Landowner and Association, its successors and assigns, fail to
maintain the Facility in good working condition acceptable to the City, the
City, its authorized agents and employees, may enter upon the Facility Property
and take wha[e�er stel�s necessary to correct deficiencies identified in the
inspection report and to charge the costs of such repairs to the Landowner, its
successors and assigns. It is expressly understood and agreed that the City
is under no obligation to routinely maintain or repair said Facility, and in
no event shall this Agreement be construed to impose any such obligation
on the City, sach obligation is Lanefawner's.
5. The Landowner and Association, its successors and assigns, will perform the
work necessary to keep the Facility in good working order as appropriate. In
the event the City pursuant to this Agreement, performs work of any nature, or
expends any funds in performance of said work for labor, use of equipment,
supplies, materials, and the like, the Landowner, its successors and assigns,
shall reimburse the City upon demand, within thirty (30) days of receipt thereof
for all actual costs incurred by the City hereunder. In the event that Landowner
or its successors or assigns fail to pay the City for the costs incurred under this
section, the City shall impress a lien for the costs of such work upon other lots
owned by the Landowner. Such lien shall be perfected by filing in the office of
the County Clerk of Parker County, Texas an affidavit identifying the property
to be charged with such lien, stating the amount thereof, and making reference
to this Agreement.
6. This Agreement imposes no liability of any kind whatsoever on the City. THE
LANDOWNER AND ASSOICATION AGREES TO HOLD THE CITY
HARMLESS FROM ANY LIABILITY IN THE EVENT THE FACILITY
FAILS TO OPERATE PROPERLY. LANDOWNER AND
ASSOCIATION COVENANT AND AGREE AND DOES HEREBY
INDEMNIFY, HOLD HARMLESS AND DEFEND THE CITY OF FORT
WORTH, ITS AGENTS, SERVANTS AND EMPLOYEES FROM AND
DRAINAGE CHANNEL MAINTENANCE AGREEMENT 3
Rev. 03/01/2022 BN
AGAINST ALL COSTS, EXPENSES, LOSSES, DAMAGES, CLAIMS
OR CAUSES OF ACTION WHATSOEVER ARISING, OR WHICH
MIGHT ARISE, FROM THE FAILURE OF OWNER OR ANY FUTURE
OWNERS OF THE ABOVE FACILITY PROPERTY TO MAINTAIN
THE BED AND BANKS OF THE DRAINAGE CHANNEL IN
ACCORDANCE HEREWITH, OR AS A RESULT OF ANY DAMAGES
CAUSED TO PERSON OR PROPERTY DUE TO (1) FLOODING OF
THE CHANNEL AND ITS BANKS, (2) SLOPE FAILURE OF THE
BANK OF THE CHANNEL, AND (3) AND FAILURE OF THE
CHANNEL AND ITS BANK TO OPERATE IN A MANNER
CONSISTENT WITH CITY OF FORT WORTH CRITERIA TO
PERFORM ANY OF ITS DUTIES OR OBLIGATIONS HEREUNDER.
7. Landowner and Association covenants and agrees that no habitable building
shall be erected within the drainage channel outlined on Exhibit "Al and
A2" but this paragraph shall not preclude construction of other
improvements within the drainage channel, which do not impede drainage.
Landowner and Association covenants and agrees that no habitable building
shall be erected on the above property abutting such easement which shall
have a finished floor at an elevation less than two feet above the maximum
depth of water in the detention pond which would occur during a 100-year
frequency flood.
8. This Agreement shall be recorded among the land records of Tarrant County,
Texas, and shall constitute a covenant running with the land, and shall be
binding on the Landowner, its administrators, executors, assigns, heirs and any
other successors in interests, including any property owners association.
DRAINAGE CHANNEL MAINTENANCE AGREEMENT 4
Rev 03/01/2022 BN
Executed this 12th aay of Fe b ru a ry
CITY OF FORT WORTH
�
�
��
Jesica McEachern
Assistant City Manager
City of Fort Worth
Date: 02�� 2�2�26
Approved as to Form and Legality:
lVt,, i��v`Gf'L ��.luiE�''�, ��
M. Kevin Anders. II (Feb 10, 2026 10:39:23 CST)
M. Kevin Anders, II
Assistant City Attorney
City Attorney's Office
Date: 02�� ��2�26
ATTEST:
Q���-,��
l� .��
Jannette S. Goodall
City Secretary
Date: 02�� 7�2�26
STATE OF TEXAS
COUNTY OF TARRANT
0
�
2026.
LANDOWNER
Highland Homes-Dallas, LLC
a Texas limit iahility company
By: Jeff Stuis��i
Its: Vice President
Date: � — � � - ��
Contract Compliance Manager:
By signing, I acknowledge that I am the
person responsible for the monitoring
and administration of this contract,
including ensuring all performance and
reporting requirements.
Kandice Merrick
Planning Manager
Date: 02�� ��2026
DR,4INAGE CHANNEL MAINTENANCE AGREEMENT rJ
Rev 03/01/2022 BN
February 12, 2026
This instrument was acknowledged before me on by
Jesica McEachern, Assistant City Manager of the City of Fort Worth, on behalf of the City
of Fort Worth. � �2� �
�
Notary Public, State of Texas
tR P� KATHLfEN SRA6FORD
= Notary Public
♦�r STATE OF TD(AS
"� Nokary I.D, 22797197
aF� MY Camm. Fa�p. APr. 12, 2071
LANDOWNER
STATE OF Texas §
COUNTY OF Collin §
BEFORE ME, the undersigned authority, a Notary Public in and for the State of
T�ko-s , on this day personally appeared ��e.�� 5-��•.s��
(name), SV � (title), 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 consideration therein expressed, as the
act and deed of Highland Homes-Dallas, LLC , a Texas limited liability
company,and in the capacity therein stated.
GIVEN UNDER MY HAND AND SEAL OF OFFICE this I��� day
of ��-��c.�� .202� .
���
``���s,�����, Notary Public, State of
� ryY,. , SAMUEL BRANNON FARROW
`�UT�...!�d� i
�- Notary Public, Stete of Texas
_ _. .r , c •
' a� ��'Y; Comm. Expires 10-25-2026
%�;•...: +.
''�,;,o��;;�` Notary ID 134033188
.i
DRAINAGE CHANNEL MAINTENANCE AGREEMENT 6
Rev 03/01/2022 BN
ASSOCIATION
Ventana Homeowners Association
a Texas nonprofit corporation
� ��-�-���C/l�
By: E. Peter Pincnffs III
Its: President
Date: G1 / I � / ?..lIZ,�
STATE OF Texas §
COUNTY OF Dallas §
BEFORE ME, the undersigned authority, a Notary Public in and for the State
of Texas, on this day personally appeared E. Peter Pincoffs III, President, known to me to
be the person whose name is subscribed to the foregoing anstrument, and acknowledged
to me that he/she executed the same for the purposes and consideration therein
expressed, as the act and deed of Ventana Homeowners Association, a Texas nonprofit
corporarion aud in t�e capacity t�erein stated. �
GIVI?N UNI]ER MY HAND AND SEAL OF OFFICE this � l�� day
of �� , 20�.
`\\,,,�,t�N�uu1�U,,i,, \ hJl�lW�. o Q/ �" " 1
`����'' tis A�Y ��; KFF j�` Notary Public, State o Texas
,
Q : -��,R 1i� , 0 �
= ��. Q C�•. 2 ;
r.,
� NQ � O f t��,�:
� '�•.�7Fi96?1•'�� � `�:
'�� c�'�.p • �Z,,`�.
'i��l�/,,rr Q41 Z Uti 21,���
DRAINAGE CHANNEL MAINTENANCE AGREEMENT 7
Rev. 03l01/2022 BN
ASSOCIATION
Ventana Homeowners Association
a Texas nonprofit corporation
���� `�
y: K. Taylor Baird
Its: Vice President
Date: Gi / l 6/ Z6 7_G
STATE OF Texas
COITNTY OF Dallas
BEFORE ME, the undersigned authority, a Notary Public in and for the State of
Texas, on this day personally appeared. K. Taylor Baird, Vice President, known to me to
be the person whose name is subscribed to the foregoing instxument, and acknowledged to
me that he/she executed the same £or the purposes and consideration therein expressed, as
the act and deed of Ventana Homeowners Association, a Texas nonprofit corporation and
in the capacity therein stated.
GIVEN UNDER MY HAND AND SEAL OF OFFICE this
of , 20�.
�����sstitii inr��,,��
.�`�o�`' � L � KE<cf'''%
1 ��� •o �,aY p��( • : Q%i
_ . 2 � �' ' z _
= a `� _
.- y }4 �
T
: �•.!p `� O� �,��?:' �
��� E`,�.A.�28963..=�� ``��
��'�i�� �I, I rQ G I; 2 0,2� ����`�
l �l +�
day
� ��.��
Notary Public, State of Texas
DRAINAGE CHANNEL MAINTENANCE AGREEMENT 8
Rev. 03101/2022 BN
ASSOCIATION
Ventana Homeowners Association
a Te as n�an fit corporation
.
I i,r�
By: Matt Mildren
Its: Secretary
Date: � l / I � / �Z�
STATE OF Texas
COLJNTY OF _Dallas
BEFORE ME, the undersigned authority, a Notary Public in and for the State of
Texas, on this day personally appeared. Matt Mildren, Secretary, known to me to be the
person whose name is subscribed to the foregoing instrument, and acknowledged to me
that he/she executed the saxne for the purposes and consideration therein expressed, as the
act and deed of Ventana Homeowners Association, a Texas nonprofit corporation and in
the capacity therein stated.
GIVEN UNDER MY HAND AND SEAL OF OFFICE this
of ��...0.� , 20�-
1
��`���\�S P y �„' �'F� ��r'�.
�� k.4`� . ,<�PY AI/Q •.• �'�
_� N�{� ZI-
� ..aTFpFiF,��•' �
��i� � '•• �28'.35?,4�• q� ���
� -i,A .. . �`L ���
,f���'��i���a i i i �Os? �����
I �1 �'h day
� ���
Notary Public, State of exas
DRAINAGE CHANNEL MAINTENANCE AGREEMENT
Rev. 03101/2022 BN
EXHIBITS "A1 and A2"
LEGAL DESCRIPT[ON
DRAINAGE CHANNEL MAINTENANCE AGREEMENT 1 O
Rev 03/01/2022 BN
EXHIBIT "A-1"
1.943-ACRE STORM WATER FACILITY MAINTENANCE AGREEMENT
BEING 1.943 ACRES OF LAND SITUATED IN THE S.A. & M.G. RR. CO. SURVEY, ABSTRACT N0. 1903,
TARRANT COUNTY, TEXAS, AND BEING A PORTION OF THAT TRACT OF LAND DESCRIBED TO HIGHLAND
HOMES — DALLAS LLC BY DEED RECORDED IN COUNTY CLERK FILE NO. D224194263, OFFICIAL PUBLIC
RECORDS, TARRANT COUNTY, TEXAS AND BEING MORE PARTICULARLY DESCRIBED BY METES AND
BOUNDS AS FOLLOWS:
BEGINNING AT A POINT ON THE SOUTHERLY LINE OF SAID HIGHLAND HOMES TRACT, FROM WHICH A
5/8-INCH CAPPED IRON ROD STAMPED "UA SURVEYING" FOUND (HEREINAFTER REFERRED TO
AS A"CAPPED IRON ROD FOUND") FOR THE SOUTHEAST CORNER OF SAME TRACT BEARS
NORTH 89°27'37" EAST, A DISTANCE OF 88.39 FEET AND FROM WHICH A CAPPED IRON ROD FOUND FOR
THE SOUTHWEST CORNER OF LOT 18, BLOCK 26, VENTANA PHASE 5A, AN ADDITION TO THE CITY OF
FORT WORTH, TARRANT COUNTY, TEXAS, AS SHOWN BY PLAT RECORDED IN COUNTY CLERK FILE N0.
D221277917, PLAT RECORDS, TARRANT COUNTY, TEXAS BEARS SOUTH 73°17'S1" EAST, A DISTANCE OF
399.97 FEET;
THENCE WITH THE SOUTHERLY LINE OF SAID HIGHLAND HOMES TRACT, THE FOLLOWING COURSES AND
DISTANCES:
SOUTH 89°27'37" WEST, A DISTANCE OF 906.61 FEET TO A CAPPED IRON ROD FOUND;
SOUTH 45°32'23" EAST, A DISTANCE OF 14.14 FEET TO A CAPPED IRON ROD FOUND;
SOUTH 00°32'23" EAST, A DISTANCE OF 5.82 FEET TO THE BEGINNING OF A NON-TANGENT
CURVE TO THE RIGHT HAVING A RADIUS OF 250.00 FEET AND A CHORD THAT BEARS
NORTH 73°08'42" WEST, 15.88 FEET;
THENCE OVER AND ACROSS SAID HIGHLAND HOMES TRACT, THE FOLLOWING COURSES AND DISTANCES:
WITH SAID CURVE TO THE RIGHT, THROUGH A CENTRAL ANGLE OF 3°38'25", AN ARC-DISTANCE
OF 15.88 FEET;
NORTH 71°19'29" WEST, A DISTANCE OF 180.60 FEET;
NORTH 33°00'05" EAST, A DISTANCE OF 69.26 FEET TO THE BEGINNING OF A CURVE TO THE LEFT
HAVING A RADIUS OF 150.20 FEET AND A CHORD THAT BEARS NORTH 26°39'13" EAST, 33.21
FEET;
WITH SAID CURVE TO THE LEFT, THROUGH A CENTRAL ANGLE OF 12°41'45", AN ARC-DISTANCE
OF 33.28 FEET;
SOUTH 71°19'29" EAST, A DISTANCE OF 158.85 FEETTO THE BEGINNING OF A CURVE TO THE
LEFT HAVING A RADIUS OF 150.00 FEET AND A CHORD THAT BEARS SOUTH 80°55'S6" EAST,
50.07 FEET;
WITH SAID CURVE TO THE LEFT, THROUGH A CENTRAL ANGLE OF 19°12'S4", AN ARC-DISTANCE
OF 50.30 FEET;
NORTH 89°27'37" EAST, A DISTANCE OF 847.88 FEET;
SOUTH 00°32'23" EAST, A DISTANCE OF 15.00 FEET;
SOUTH 44°27'37" WEST, A DISTANCE OF 14.14 FEET;
SOUTH 89°27'37" WEST, A DISTANCE OF 8.53 FEET;
Page 1 of 3
EXHIBIT "A-1"
1.943-ACRE STORM WATER FACILITY MAINTENANCE AGREEMENT
SOUTH 00`42'11" EAST, A DISTANCE OF 50.00 FEET TO THE POINT OF BEGINNING AND
CONTAINING A CALCULATED AREA OF 1.943 ACRES (84,626 SQ. FEET) OF LAND.
�
` ��
•�.- � �..,,_,��,
Aaron C. rown R.P.L.S.
Registered Professional Land Surveyor
Texas Registration No. 6702
LJA Surveying, Inc.
3017 West 7'h Street, Suite 300
Fort Worth, Texas 76107
817-288-1900
TBPELS Firm No. 10194382
(Re�ised October 29, 2025)
July 28, 2025
Page 2 of 3
I CURVE DELTA ANGLE
� Ct 3'38'25"
� C2 12'41'45"
C3 19' 12'S4"
I LINE BEARING
L1 S45'32'23"E
L2 S00'32'23"E
L3 N71'19'29"W
L4 N33'00'05"E
� L5 S71'19'29"E
� L6 S00'32'23"E
L
J
J �
� O �
OU��
W W ^ V
� � N ~
Z N �
a��a
w3��
� v1 <,j
vm U
�
a
0
RADIUS
250.00�
150.20'
150.00�
DISTANCE
14.14'
5.82'
180.60'
69.26'
158.85'
15.00'
1.943 ACRES
r (84,626 SQ. FEET)
� N89'27'37"E
,
1
/
847.88'
S89'27'37"W 906.61'
(REMAINDER OF)
PMB SWFW DEV CO LLC
C.C.# D224176444
O.P.R.T.C.T.
APPROXIMATE
SURVEY LINE
LEGEND
�
� � �
� 1
\ �
L8 � �
� � � I
\ � �
�
J
POINT OF �� o (''
BEGINNING �
��,c
�
Q�,R
��Q
� ��G 0.p,3
8 y��y� �� � G� �
Q�' G�.�oQ R.
' S/8" CAPPED IRON ROD FOUND 1�5��� Z� �
STAMPED "LJA SURVEYING" �� �Z
UNLESS OTHERWISE NOTED �,ta� pZ�'.� G�'
C.C.# COUNTY CLERK FILE No. ,���t �.'� Q R'
O.P.R.T.C.T. OFFICIAL PUBLIC RECORDS, G• O•
TARRANT COUNTY, TEXAS
P.R.T.C.T. PLAT RECORDS,
TARRANT COUNTY, TEXAS
BEARING OF BEARINGS IS GRID NORTH, TEXAS STATE PLANE COORDINATE SYSTEM OF 1983, NORTH
CENTRAL 20NE, (NAD83 (2011) EPOCH 2O10), AS DETER111Nf0 BY GPS OBSERVATIONS. ALL OISTANCES
SHOWN ARE THE RESUiT OF THE APPLICATION OF A C01181Nf0 SCALE fACTOR OF 1.00012.
I°ATE: o'��x�z°�5 I E X H I B I T" A-1 "
PAGE 3 �DRWNBY: S.A.T. I 1.943-ACRE STORM WATER FACILITY
3 CHKD BY: A.C.B. I' MAINTENANCE AGREEMENT
OF I SITUATED IN THE 5 A& M.G. RR CO. SURVEY, ABSTRACT Na. 1903
PROJ NO. 0171 1 IN TARRANT COUNTY, TEXAS
CHORD BEARING
N73'08'42"W
N26'39' 13"E
S80'S5'S6"E
I LINE
� L7
I � L8
� [ L9
�I L10
� L11
CHORD LENGTH
15.88'
33.21 '
50.07'
BEARING
S44'27'37"W
S89'27'37"W
S00'42'1 1 "E
N89'27'37"E
S73'17'S1 "E
CND-PO 1 VENTANA LLC
C.C.# D224191530
O.P.R.T.C.T.
ARC LENGTH
15.88'
33.28'
50.30'
DISTANCE �
14.14' �
8.53' �
50.00' �
88.39' �
399.97' �
�
�
0 100 200
i � i
r
5��� `�
GO •,�gp�
��� Q.
M G' G� �
S•P' POS�RA
HIGHLAND HOMES —
DALLAS LLC
C.C.# D224194263
O.P.R.T.C.T.
13
14
15 I
�s
1�
�
�s /
u�i ^
W�
Q��
= N U
� N H
ao�
Z y�a
a
~ U
w U
>
�
w
a
,�o �
�W
O W J � F:
� C J � U
w �
Z Z H N �
��o�a
�W V1V0
�-'� U
m
�
a
(REVISED 10�24/2025}
LJA Surveying, Inc.
3017 West 7th Street
Suite 300
Fort Worth, Texas 76107
�
�J�
Phone 817.288 1900
T.B.P.E.L.S. Firm No. 10194382
❑
EXHIBIT "1,:2„
1.553-ACRE STORM WATER FACILITY MAINTENANCE AGREEMENT
BEING 1.553 ACRES OF LAND SITUATED IN THE S.A. & M.G. RR. C0. SURVEY, ABSTRACT N0. 1903,
TARRANT COUNTY, TEXAS, AND BEING A PORTION OF A TRACT OF LAND DESCRIBED TO HIGHLAND
HOMES— DALLAS LLC BY DEED RECORDED IN COUNTY CLERK FILE NO. D224194263, OFFICIAL PUBLIC
RECORDS, TARRANT COUNTY, TEXAS AND BEING MORE PARTICULARLY DESCRIBED BY METES AND
BOUNDS AS FOLLOWS:
BEGINNING AT A 5/8-INCH CAPPED IRON ROD STAMPED "UA SURVEYING" FOUND (HEREINAFTER
REFERRED TO AS "CAPPED IRON ROD FOUND" FOR THE SOUTHWEST CORNER OF A TRACT OF LAND
DESCRIBED TO CND-PO 1 VENTANA LLC BY DEED RECORDED IN COUNTY CLERK FILE N0. D224191530 OF
SAID OFFICIAL PUBLIC RECORDS;
THENCE NORTH 89°27'37" EAST, WITH THE SOUTH LINE OF SAID CND-PO 1 VENTANA TRACT, A DISTANCE
OF 896.50 FEET, FROM WHICH A CAPPED IRON ROD FOUND FOR THE SOUTHERNMOST SOUTHEAST
CORNER OF SAME TRACT BEARS NORTH 89"27'37" EAST, A DISTANCE OF 8.50 FEET;
THENCE OVER AND ACRO55 SAID HIGHLAND HOMES — DALLAS LLC TRACT, THE FOLLOWING COURSES
AND DISTANCES:
SOUTH 00°32'23" EAST, A DISTANCE OF 50.00 FEET;
NORTH 89"27'37" EAST, A DISTANCE OF 8.50 FEET;
SOUTH 45"32'23" EAST, A DISTANCE OF 14.14 FEET;
SOUTH 00°32'23" EAST, A DISTANCE OF 15.00 FEET FROM WHICH A CAPPED IRON ROD FOUND
FOR THE SOUTHEAST CORNER OF SAID HIGHLAND HOMES TRACT BEARS SOUTH 07°43'42" EAST,
A DISTANCE OF 559.40 FEETAND FROM WHICH A CAPPED IRON ROD FOUND FOR THE
SOUTHWEST CORNER OF LOT 18, BLOCK 26, VENTANA PHASE 5A, AN ADDITION TO THE CITY OF
FORT WORTH, TARRANT COUNTY, TEXAS, AS SHOWN BY PLAT RECORDED IN COUNTY CLERK FILE
NO. D221277917, PLAT RECORDS, TARRANT COUNTY, TEXAS BEARS SOUTH 73°17'S1" EAST, A
DISTANCE OF 399.97 FEET;
SOUTH 89°27'37" WEST, A DISTANCE OF 915.00 FEET TO THE EASTERNMOST WESTERLY LINE OF
SAID HIGHLAND HOMESTRACT;
THENCE NORTH 00°32'23" WEST, WITH SAID WESTERLY LINE, A DISTANCE OF 75.00 FEET TO THE POINT
OF BEGINNING AND CONTAINING A CALCULATED AREA OF 1.553 ACRES (67,650 SQ. FEET) OF LAND.
�,2_ � _�
� � `t' \
Aaron C.�ow�; R.P.L.S.
Registered Professional Land Surveyor
Texas Registration No. 6702
LJA Surveying, Inc.
3017 West 7'h Street, Suite 300
Fort Worth, Texas 76107
817-288-1900
TBPELS Firm No. 10194382
(Revised October 29, 2025)
May 13, 2025
Page 1 of 2
� LINE
I ��
� L2
� L3
� L4
� L5
'1
BEARING
S00'32'23"E
N89'27'37"E
S45'32'23"E
S00'32'23"E
N00'32'23"W
U
J
J �
�o� -
a
� � � � POINT OF
0 o N � BEGINNING
Z N �
a��a
W3�o
� � U
vm U
� '
a
G
.
�
DISTANCE �
so.00' I
8.50'
14.14'
15.00'
75.00'
CND-PO 1 VENTANA LLC
C.C.# D224191530
O.P.R.T.C.T.
N89'27'37"E 896.50'
1.553 ACRES
(67,650 SQ. FEET)
S89'27'37"W 915.�0'
DETAIL "A"
(NOT TO SCALE)
�
�
J
` L2�
�3
\ J/
� �
N89'27'37"E
8.50'
� 1\
f �
� J �
SEE � �
DETAIL "A"
�I
o�
J
A
W
�I
N
�
O.P.R.T.C.T. SVRJ�`'� cI
GO ',�g0� o
� N, R �R NO +I
P�
S P, ��SS ti
HIGHLAND HOMES -
DALLAS LLC
C C # D224194263
(REMAINDER OF)
PMB SWFW DEV CO LLC
C.C.# D224176444
O.P.R.T.C.T.
LEGEND �
5/8" CAPPED IRON ROD FOUND
� STAMPED "LJA SURVEYING"
UNLESS OTHERWISE NOTED
C.C.# COUNTY CLERK FILE No.
O.P.R.T.C.T. OFFICIAL PUBLIC RECORDS,
TARRANT COUNTY, TEXAS
P.R.T.C.T. PLAT RECORDS,
TARRANT COUNTY, TEXAS
BEARING OF BEARINGS IS GRID NORTH, TEXAS STATE PLANE COORDINATE SYSTEM OF 1983, NORTH
CENTRAL ZONE, (NAD83 (2011) EPOCH 2O10), AS DETERMINED BY GPS OBSERVATIONS. ALL DISTANCES
SHOWN ARE THE RESULT OF THE APPUCATION OF A COMBINED SCALE FACTOR OF 1.00012.
DATE: 05/13/2025 E X H I B I T �� /1' Z��
PAGE 2 DRWN BY: S.A.T. 1.553-ACRE STORM WATER FACILITY
^/ CHKDBY: A.C.B. MAINTENANCE AGREEMENT
OF L SITUATED IN THE 5 A& M G RR CO SURVEY, ABSTRACT No 1903
PROJ NO. 0171 IN TARRANT COUNTY, TEXAS
\
1
/
F
t�
0 100 200
i �i
i��3•
3gs 75� �
Q�,R
��0
��A �� y, 6��'�
•�� o� z°r � •
e�� G� Q��c
G• O'
� n
w a,
Nn
¢n�
= N U
�NF—
aod
� �a
a
~ U
z
w Lj
�>
26 �
�s �
�
1
I�
\
�
W
a
�o �
W
� W J � H
� � � � U
w F
—ZZHN�
QFaoa
��? VI�O
`-' � U
m
�
a
(REVISED 10/29/2025)
LJA Surveying, Enc. `J�
3017 Wes[7Ih Streel Phane 817.288.1900
Suile 300
Fort Worth, Texas 76107 T.B.P.E.L.S. Firtn No. 10194382
r
EXHIBIT "B"
DESIGN PLAN AND SPECIFICATIONS
DRAINAGE CHANNEL MAINTENANCE AGREEMENT 11
Rev 03I01/2022 BN
� ; _ , ,... ���_
_ .� N�'
,. ' , i.i...._...�..� �
� •, . �) . .� �'-� . � 4 _�
r , _
G �, S
� " r - '� r i...<..�.. ,� .*;�
\
\
•r �_
\
_' 'r� k.
� I
l
� I
�' � '
!
� ti�i�\,
i�
� � �
i:,
' ' �x,.
���
i
s�
i1 �'r
1! , �
i �` "
= � . � '� -�. .. .
�,�
�V b n0f6 VRqN 10 [tGYAiIN� .�' IwiS MRl. r
- �w� .- ..nr c.i.arvh; �-e�*_av,-a:�..
aNJt US i-S6=-S]2-Sae' n .
_ ini fte['ai[' [ElnlPv - - - -'
' f wR:CR Cp+KJ+F_nnVHS �-2�'n�50:i-4:J<
_} roW: rw�i.w rr<w;varn.na�ic�,aur wtw�s -�;- wr-niw
tt WI,, aMFA Fkcmis wM YE��,e�IpM. �� i-n.�-w'.-uw:. f
�
.. �
��� �
� � EFp`KM ��x NClCS
'� 'I L� 3 KT. i
� S�Nt CM[KSw �i1Ip:F�rtn1 tOM�l:� SX4L PE nROnD[n w Po+fr.-2 w1F Ji� lr
'�t =0F1 ��Pln CNi�SU� CIXrl,i4Xa�;
PC�OnS�uTi iGa rvSTuulpn FdU'�iC M'iE:Frtm. �^! r,wrviCww:E C� ExG5K.4
CGN"I\'i. �nYn^, B[ DV1KG N1. ��SFPY� TO aL9q00Rv.tt CEkWrN51 Kn�Yi TG
�- . oww-�m ca w, sY� uisruaeiHc, .cnm..
i cw5wn cmnrro: uusuFcr w� Fc ;oH�rr�ucrzn d�o ru„crr�w. xroa[ w,
LVCOw. M �Wo OiSfuwBnHtk �eK[5 Yu:.t
. IEMFYtt W YEPIIYIFM 5]�. i1REL++2olqN �u3T �'q� !0 � M11lI0fL �V:la'
WNEH i1Nh LP+� �5 aY:MLG ON 41 Of J1L �lflAPh�P� Y.W H�9�IdATKA'
1u51 sC �PR6L�ii, OI.LVRg[p M[A5� IEFT �OF1WP. PCP f� h115
5� iN TH: MNt �d,* ��;UFES 9EWC �`.E�^ wvE YCMFO li� 6E M,mC�vF Br r,i�x
. fK ..i�0i f'Uii NryyiMWURES OP C'1M.�C{: �N IME pP:GIN�L :AN w.Y 6E SECUIRR� c
. Nl RN54N ipl�Y [�M[6 Sw�LL fiC wSCL:i[D di iwE y1E I�uA4 �'� M1
S<HIb:1U� Uk �_4NiPt :1C�MCE '� �C� . G�HW[C OV ,w}�W�a.y My y[ kLYukE� ��
I WM4lLL* IWk1ufLL�
- /� SMa1MiT Gl'M1l".IfS M FPlMh'0 ' Zi[ RCLixN2r SfqNC2 U
� � � NECOui610F� fsr ML SIY��L1fP Rr�SH � LNNyIs ,WeL Bt SIN�EC w tiG.SF'fD BWS V�
[Mw�IWFS
'' ' CbSi4llCsqM PIIF.WC[S/F�nS SK�.�p 6E ��MI[i, N�4 PWt[CIMN HRrC[[i 10
PR(YfM !Nd puC r} 30LL: Lv S1F£Ei5
I C- i fir
,_�„-„�-''f '�NLMM Lll �R AC+�(N15��5f�1 a*qEf�S .JFBr �•1L+R Pt,rES. w1[M:WxAL:t-;
.t1RB M1�5 .i0Po1 {NWxS AN( W+ �iw(v w,�a ryLlwGf Phi111E5 d� x
I �} ,�CUMUuiA4 O[GM�uG
j tl R9YP+ GlaTSQ @C u�i[0 ro lCRPwC ^K fliClTtMC55 �Y �nG9c
� �CW[E'. B� 1�[ i'[FYSw �5'. �iR t0 v,�fr� [mvaKm <W!P0. ttK[S w4 :r+M�C{[
Wtt / MFCE5ci1vi
MHI� 4'l'�.�tU1CG iu e�Fia' a'Ad: ]W,: BC PLVT2D [Wi� v rW1bU �:VI MEN
YGKHI : B[(M1 MDCYflC: 9tY:144i{6 SCpYLf�l 5Wu @f
1!LII(1V�D . �SCC�tl l.� KrS�+� r
. SN Ira1EA` 1¢ IMLw SCGCM IXay stp(EiS 5�IX.'WiCt
� � IO�M xTRiD .�G�[�Cf K. t] K45
. i1 EACf� AMiROI YVStAFi M�v �kl� � PJY£0 � fpFl� JJ uKa S
CXMxEIR. ORUMGE W.� OA AYiN�'N M<H[i 4� ^b. M�:C„Tu['1Y+ "CM�PKR� LK-_
PEWw i� OP uN iMutfiE L�W� 8� 'r2 uV5toC5. KA�J.�Wi� ROlA�'.[. i.+/u.tE
_ M1iLCn Wr UC[�+ WE LO Pl4"I:CL+ u�9wMYl +�^. W�: &Nli4�� 0.�'}+LSf�r. iM1! WLRK
` urrc rwu m w[oao or ,:e.o�ue�N� ax[wa, e, ��. �u.ur� o uewysn!u .e .
�su�� o. crr.��r. �varnm �u*.�res
' _ — - `
— - �... I
_��a w.•�(.. � —
1 �
"'a d
... 4,PCi:XC fl1uEM
� �
' /
�s-
.:,w . -.0
�
. �� �
�� l; r [I�R�r.
�
IFGEN�
�,._, .............
M.�� P��.:_ �
,._ . �,�.. �
.,�_ �.,��..... �
x,,�: ,: • j ��7
, . �
c�sarFu.^�ar eMwrrc,sic,.r. �
no�wwa .au �
tRILYi�11 � ii5 G�
ti0.� NE�'Nr�fu ao �eoc.
Y
N
I
�
w�MY.:�ial 5,�
W�yYr�DRbM.
Cr]�Ww1rJ9
(Y hC*wtks. -
l�:l� �-f u. �'til'�.
+i�iN�S�Ci:.l)F,P;.t!IN: .� i'i?��ti
rlh' n+LET dq51 :�G ::bta���,iCMfM '
o,Ja� rur e.'n �e .
.�•N stlucPr �u: a�. nT rrC 9ncR of �
T:E T� CF CVh'E LOCA7E0 UN t'4E
s:x-n� vo- o.- ��:nw po�o
�,ccvor.,wiEEr �cw r�i wx=_� rs TNc
iNF_li5'GCItUN OK LeU R�AD k 6NJk
R�IVI mL� 9�9 ]¢
aN `iOV0.AE CUi QN qf 7NC 2N.;V. Of
�HE *"v� ',1s i:Uag .u('a7ED UN Tnf
��N YDF �J! VRIQEN4 RfVA �' TwC
"t;iMWE5l !�L�RNER 0( f
rFR'-E Y.lk ��� Fr++u, t�.4' s�c[�
.;a,k. a . c .. � _�
EltOS1UN COIVTROI.
PLAN
VENTI�NA WEST
ORCHARD WAY
C1TY OF FONT WUPTN
TARRA:\7 C(lUNT1'. TE7iAS
�.'+�rb►-r- LJD'1
� „',...
. �,�
. �
/ � � 1
- SinNWRo �y A�
�� AMU BLOCK
— � - INLET
�` POULTRY
S WiRE
O �'J�[
. � CMU BLOLK
RETAiNiNG �0 M�
BOnRO
CURB
PLAN VIEW CROSS SEC710N
ALTERNATE 1
CURB MLEf PROTECTION (STAGF iWOb
Wl SO YAi
TENPORAFf -
PLnYDOD CAP
,eMvow�rsr � � -
enariu � I
rM
� • �>vN. '...nr�t��`
CROSS CFCTInN
CURB WLET PROTECTION
(STAGE ONE1
�O* M .,. .
��!�4'N'+��C v1.
I
]� l] G..'� �
� -
�• rl�,"�:
/ ��_..
W^t KWR �. t�i...,. .. ..... , . .r ..
u�r
� L�NSIDFS �
1�' �V i0 k� (Tni
��— � n fC �W' I�'
3:0� �r tG G 7=� (�jya�d�c x l.
P ,�,�
[ ^!.
1� ;:Yy:?, �w
'#y � � a !J srnnu .
l. -� I -
���. 1p MIL
O f�- C ❑ - � vusr¢
..�._ ._� . _� 11NMG
1MF T[I�iwtl G
iwo-srncKco
zxiz rsoucn
w000 ranw� _ '��.
� S'+Rf
� - (nv)
:wm �.s ° ! .J
� TJ�[� L'xE � `
! �'._�_ _. io ui�
'� PIASfiL
� Y LINING
vus*ic �n�rc�
`q'JO� IIL •1d�
eunE�[o �rsouNo
E KESUEiEx WrtH
TMO��LA
• Y ciW � 15� 6 W�� ALiT�RFA
� �nic�w
GCNfML NOiES
t iluME TO 9E 11�DE OF I WUGF GLY�uiZCD STEEL
419' SOU�HE fON TOP pulD BORDM SECilONS. DI INl£i,
3 fRiEn vl9plC i� BE TS 500 PoLvvELi.
[ WLET ipOIECfOR 10 BE WN B!
(CNGWEER lO�MFRWEN5YB51RU�EUFFiOR TOFOu��
ius*niunou.�
ALTERNATE 2
CURB INLET PROTECTION
(STA�GE.TWO)
r'�
-�' DK OVENLY GWDED ROCK
e� -.• Lb�?1C'I 11.K6 —�.
P�ACEO MO�ND
� - PEFIUEfL R
SECTION A
A
ROCK C �ECK DAM �
� � .., r�.° "`�
i,
a� .— _r.
i +o'�: o,c .w �. .� ,
w iw.a.
F :r t' kx.,
r' aunvtsw .-.�.••
�3 �-.x���:iyti,�� I
�� - ____ _ ___ •
�4 :w� I a
� wWEN r�. 41 �
P: (uirt/�n ]X1l1 µ—
)� PROFILE
7� CONSTRUCTION ENTRANCE
j� NO SGLE
R
-t/l' i1LTER
�_ STONE
riA�, v���� ..
:RE uREE�
1/]' z i/2'
�GCvi.11 ��Cb � WIRE SCREEN
'1/i" FILiEF
�.� SiONE
fi'Jr II r.�
I ` ROCK 6ARRIER CAN BE
{I I I15E0 ON P�VEMENT
.•I ` UPOP INLEf �1 OR BARE CROUND
1
SECTION A-A
DROP INl.F7e PRQTFCTIQN
!�� � SCali
�-.�
i�'•:�7�: �^Ti� ��ic Tj_ jP�R+\?'.R- '
OVFR�TOa 51V,L�:
� �[irrELv WIMUN iN4 EROSrou COMFJL PNN �NO iHE 4550CUTE0 S�OXu w�rta il P uu (SNGVP) �_
3 vpST SRE NOiiCF auD/OR iHE u0n[E �� iuiEN� (u0i) cFOviMO iu swvav Ai OR NURuiD[ COuSIRUCIioN Euizw[E, �
] wartE W.ME nND �RiE �r FACN LOG�iON WNEFE EFOSI�N COMROI DM<C i5 iN51ALLE� �
sMow ou �nesc vuxs �ounou u,o wxnE w.ue .uo o.�E or �us.�unou ou .0 coNsxunioH eurnwuecs, eaavueur srow,ce �ouiious w.rEau� noanee iocnnoNs G
vEMiCIL wl5NE5, MIp SWrtM�' fAGl�llif5. r
5 wnH A NiGNULn1ER, wra i1rO5F /.xLlS wHERE VEGEf1ii0N ws BEEu SiRVPE� OF WnERE SOa N45 BEEN oi5iVx9f� M1E 0� �6iURb.NCE snnu BF PiACE� iu 1nE5E �qFwS x
6 SOUD IiLL WrtH A HIGHLIGHiCF, T�NSE �RCnS WN(RE CONSIRU[rION WS CGSED aNp PEFW,uRrt VEGEiniqu i5 Bf�Nf CSI�BLiSNC� �
> MiE AEUWLL M CFOSqu COurFOL DRnCES �.V� uDrE REASON f�P xEu0V4 lu 1HE SWvav C
B ERO55 OIP AN� UA1E �Wr LOTS Twi w�VE pEEN iRWSfENH[� f0 � SFiMwIC OVLitA10v n NOii.E O� [H�xCE SwLLL BE u�iLC� *0 *NE TCEO /.ND � COGv SwLI B[ PIhCE �
THE SNPPP
D S
iv fNeiuEEF iu wRiiWG wMOY YwL MOEMS ou iHESf ��C�NEN15 0� �5 PEOUiFEO 6e C
uiuG 0>EW�1pR SWL if [UFRfM v�,�y BE LOUFS i00 CIVOwD[� fOF�SF�^DPfiNiDP SX�LLLPUL[r5E[�HEViSEDEVUN WiiM
W1E PV C�FREHi G4u. �u0 BEGix �0 US[ � C�h fOR NFwSPNUP�
'. OF WJ00 PDSL �T 1U [ C(uAN )
ZE` �t 1BPoC (i0 GUG[ LIN[ wIRES uI4N
' I �f 1/R G1ULF iu1ERMEDuIE Wip6 I)
, � • n��tr. ���[�Nfi�L eNcwlPKr
� /x�n �r
I , ,f
��� �
�, �, vr000n�ovroii` on r uu ou
- i n ias/R
� �� TYPICAL TEMPORPRY FILTER
FA6RIC WRH WIRE FA9RIC
HIGH FLOW
SILT FENCE DETAIL
�histur
�
�OC SI�UtET O oRB' 0 C
NCCC i]t1 ( [a1ML)
{`�'!� ptY����OMPI�Rx1"lF[NCH
•�I •T~'� � I C1V./�O DUE
t �
Ly
TYPILAL TEMPORARY FILTER
FABRIC WITHOIIT WIRE FABRIC
LOW FLOW
SILT FENCE DETAIL
e �
• nxc t� .xei .0 �c� sx.., u�.o .�...� v�x �.ars nur a� aw wcw.c w
-. re e�. � r w
—�--. � �}�L M t .,
.:`i � ,,,n,,,� ��'� �-'-
.,',; �cna. I '��'��"
�t:''.
t'; — �
;,�' ti� .�. �m�
-:5; '
�Q�j'�Qj� qiYOFFORTWORTH,iEXA3 REVI6E0d1.i0-2021
`--1.�� 2"X4" WIRE WEIR
� t CURB INLET PRDTECTION 01 57 13-D430
CIIT PRqIECi NO i059B9 }
rio: xn.-omwai-iosses-coises `
x-seazz
MMSCO NO BSV r.
rc
.� .�scin++�. n
�,C.JIi�...� �,.�.w �
BCNCHMARKS� 7i
SOUARE CUT ON WEST END OF AN INLET, j
SOUTH SIDE OF RDLLINC HILLS DRIVE,
FIRST INLEf WE51 �F CHAPW SLHOOL a
ROAD Ei£v eoo is Z
W
�'%" IN SQUARE CLIT ON AT THE R4CK Of �
THE 1DG Of CURB LDGTED ON THE
SOUTH SIDE OF LDLA RO�D
APPRDXIN4IELY 300 FEET WESi Of THE
INTERSECTION OF LOU RDAD Y BANK
ROAD ELEV pl9 J6
"X' IN SOIIARE CUT ON AT THE 84CK OF
THE TOP OF CURB LOCATED ON THE
SOU7H SIDE OF PRADERA ROAD AT THE
SOUTHWEST CORNER OF THE
IMERSECTIDN OF PRA�ERA ROAD AN�
MORADO RD�D ELEV B]4 J4
j�
�'�— I
___ �' u
EROSIOY CO�ITROL
DETAI I.S
VENTANA WEST
OiZC�IARD WAY
CITY OF FORT WORTH
TARRA\T COL'VTY, TEXAS
� I � �
fi06]�II� enA�away �orc4 69 611 0110
s�mwo
o.�.. r.,e. �sxoc rax-F+oas
a �?.iCf �
: �' st{�0-]"�•
:� � wR w�:w�
•n n• p(yGN LM
���' � .� OR/�wN� UA
� $CPLlN
VORm2: /�
:: Y. ».5 . N/�
25
Oi 5g SwEE3
:'MV' rH. �4='=�7t.m�.�' KO:CC'�Or
i �
� ��� '��_`i�� ` ` �Si:�
� � — x ' f
� I �• t svti Hrw
�~S�r�..��'����������� �.�.._� .h� �MAlI`.A ,�
�/' I /t� \ � �-�._..����� C+r �'J^L ) 1 ��
' �\_ �C�1 � ``�. �� I (� I�Ip`� '�r- i~
� / � ��� � �� -� � °' -;T�._;� �;� � f' ��l
� �� �/� r `�y�,�: •�J'�^fi `'� t��
• RtiSN4
I � - -�,`-` t ��I+�.._y,� � -�.��\ ,` ``
1 '" [-eC�K G=2�[4• . . � � . � '1 \
' r 1 cw.nc�tt...r[ a�r �"C%����
n �
� � , � � � ._,_w,�� ���-, � % ,
4 � l� 1 .�
! ` �� � � ��, ��� `</
,�, l :' -- .� � �'1 • _ !/�' \
�G' MrCvtit �'V� [5�' i � � t �� J � I� �".�'� �
an.,,G,ta. :.a �_,.� ., r r � i � t �''�h,� /
C C J2p 1` �p:y /
� jY � � /� � � � , `!• �'' ``
� ` ';' �` f � i� . '. �� �.,�,�C; , �
` r� ij ��
' �A \ �w� �� .�1�—���``'�,� �..`�
� !f f` �r : � � ��� � +�--�-�' � � -�� ^' � • `\✓
1��' 3 � � �` I� I— ' ��.
1 � + �I� C
--- f�t I1` \���! r =�'�D•�w I� �, ��` }�
- -•-�-~"'�� � � � -_ � ' f'� -/
/� � � � � 11 �
f �� �..� / � � I �� .
� 1 � � , ' ��I I ��.
/ . 1 � � � —�I ' , � ..
� � �� � ;�.�� �.� � r- { ��!=. �',
�. � ,� :� ��,� � � - �
I i / � 1- �'� '�..� � � ' �,.��� �.
� � o�:.
\I �, ! / / i � � I� i` � ?-�., � �.i ;�
�..) � � � —�� '—�� � � �
;,! r ,� � 4�, _.;_� �,�:�, �, �,
1, � � � '_ �i �
`'l ; 1- / / � / 1 i �^i �- ,
/ i � � ! � � � ,1 ti �� 1`��1� �-
'�`� ` j `l � /� � 1\�`�` r�/,. ��? �� _ '�
� ' ` ��~�� / � / �f \� J . I :�'_"
�
No.c: .Ne co�vrRncloR sruu co .H¢ rouowiNc nt �us
<B H011R5 PRIOR TO E%GVATING iN THIS PPFA:
fOlir W�RIH WNiEF DEGPRINENI �-B1]-)BY-4011
�T� !S- 1-66fi-9BB-B26) �
OHCOR ELECiRIC 1-81)-]55-]Ot6 r
fORi WDRIN 1WNSPOFTATION/PU6LIC WOflNS 1-91)-J93-91D0 �
FOR OTHER FNLILRIES I-B00-DIL-TE55 I
O
�
LEGEND �
z
� � � � � DRMIWLE �NI�F O
.� �.��� :,�, w.,. :n,,. Z
��� E%iSfING STOPM �PAIN STSfEM m
�
�-e1 �FM11�CE nRE� DESIGW1ilON
K�XX Df1MN10E �NEA ACPFALE �
�(�E ���� µ� FI1T PROJECT NO 105999 Q
Q OESiLN PpINT �0 1(111<-02004]t-105999-EO)6B5 3
x-sa.xz
�O�LS AIMSCO NO &SV �
� iH GiIDN O 0 � �
IIiI�LfIIE5�5HOWNp�ON iXf DRAWINCS WEFqo%�NNED a
FP N BLE ECOROS NJ� /JtE APP D . ,.� _
MER THE OWNER. DEVELOPEN N�P ENCINEERE . � U
ASSUMES ANY RESPONSIBILIry FOR IfIILRIES PRIOF ttI �
CONSTRUCTION THE CONiRFLTOR SXALL BE REOIIINE� �
0 TME �NY PRE[Al1�lONRM MFASl1PE5 TO PFOTECT ��n. �I u.l)CIO��'
�Ll LINES SHOWN AND/OR ANY OTHER 11NDERGROUND C.lI�4.'••�.�..�i��'•, ~
IITILrtIEi N�T 0( FECOFO OP NOT SHtlNN ON THE N
PUNS W
BENCHMFRKS: 3
3 CONLRALTOR SHPLL VERIfY HORIZONTAL AND VEFiIGL
LOGnoNs oI nu E[iSnHG uii�rtiEs artioF io SOUARE CUT ON WEST END OF AN INLEf, Z
CorvSiRUCiiDH SOUTH SI�E OF ROLLING HILLS DRNE, a
iMMeRwi[�v Noiin rH[ [uciN[[R oF Aur FIRST INLEf WEST DF LHAPIN SCHOOL H
015 EPANCiES RORD ELEV 800.16 Z
4 SEE AGPRpVED DFAINPGE STl10Y pS-3�-009] 6
fD5E55M0�OT0 FOR LONPLEfE OOWNSTRFAM
I � UI, �� , ' ' �
� � l � � 1 � ' C�; � .�` IiKtt4M PNY2�9A,� �
� '�= � . , � / , � /. , j� � �. , �\ .�„� ,.�
�2w �w-r. :� y \ L� .' �' �i .+� �� 1-" 1� � \ X
:�ow.w � �:a ��n.c a.u�a.- / j " � �ra* co.anwv+sox,r.ce�cucuuma.e
��lw tW A� 4 'C.1: G.iG*?c -00..0 p�lvV� ��r"�� �.' `� .. � ,� . I � .
�v�_ f}lf. n. 'f /�j� �;.% �{�{ '"?f c �
, . ��F.ac'., �. /' : �% • ir . �\�\_ /, \' "° ' alc- I I,
---_ -'�Y���_� - -"M=-
. . _ ., r.�Vl �-r_�_�Y'� :y ib��61w
..-h:.• �y.:.�..L''nf'!3Wt7'� .�M�a.+:i`wr
'%" IN SOl1ARE CI1T ON AT THE &4CK OF
THE roP oF cuRe �ourEo oN rHE
SOUTH SIDE OF LOLA RDA�
APPRO%IMATELV 3UD FEET WESf OF THE
INTERSECTION OF LOU ROAD k BANK
ROAD ELEV B)9]6
%'IN SOUARE CUT ON PT THE H4CK OF
THE TOP OF CURB LOCATE� ON THE
SOUTH SIDE OF PRAOERA ROAO AT THE
SOIITHWEST CORNER OF THE
IMERSECTIDN OF PRADERR ROAO AN�
MORA00 RDND ELEV 8]4 ]4
_� --
�
F.XISTINC DRAINACE
AREA MAP
VEiV�'ANt1 WEST
(��C�IAIl�D WAY
CITY OF FORT WUIlTH
TARR4\'T CO�\'TY, TEXAS
I.M �,..� �
soc��o,mc��ni �.�wy =no�<ssuimia
s��emu
os�m 1..a, �ssos Fau-r •aas
uN aRaEtt io
.,,: `�' ., leao-mn
. w'c w. m�s
..�. ..�.� , cesn. .�
T�,��� �y�".•/,d, ' _Okwv w�M
qJJ/� �+l,� �J' ` SCALE
:r��ff-. NOAz: i - soo�
os �: >-,h KRT: N/A
SXEEf
o� B65wFP5
1 — `� �y� ``` �r I 1 Ho•c M ca wc*o. vr. cairn s�[ ro,�dn.c w- :s.,s
_ 1 ' DESIGN CRITERIA � �'"" ` `0 "`°°""` ""� �"
,} y-� I �. FORr wamH wnrER oEa�mMENr ,_��,_��tt�.r.
4 r ! I-� �'}
_-- , i '�'j �:�-/�1 � i w�rioNn� �nrrHoo or oEsicN nrr;2 cns +-re�w-nsi •-
\ —� �t� l 3 DESILN FREOUENCT OhGba E�ECTaic -s•r-ly..rW� r
� ' �•. . ..,� �` � (A) CLOSED SYSTEM - 5 YEAR ry. IY?nr'w.� f,at0e(I�t{lY q�%y '-!'*-}ft-�'00 p
N � � ---�1�'��'--�'�'--- __- ,� i (B) CLOSE� SY9EM - 100 YFAR tOe DTHER FPCIUiIFS I-000-pIC-TE55 I
ri Y � 'I. � � ♦ ��', -..4� � (C) OPEN LHANNEL - 10� YEAR p
I � ...__ ` _ ^- n a 0�1] FOR RFINFORCED CONLREfE PIPE Y
I■ 1 .� i`` tx' �"ln �LC� -' I �-- �— ��.� � i 0 019 FOR STREEfR/ECUTTE SREfE BD% �
� � ! / � — I �� , I, __; „_ � ' � �� RAINFALL INTENSItt FROM CiiV OP
`, rr \\ 1 ��� A,���' � Rl1NOFF10C0EF C�ENiS �N MANWL C
0 300 �00 1 � `�� t� w —' — I ��. �' � RESIDENTNL �F-5' C=� 6] li.=) 99 l
� � _' { � �� _�� - Ii� � � _ �i � � 1 ` � '�' E%ISTINC CONDITIONS C=0 ]0 O
, � �
J � �� � ' _ "' � - %� � __-�' ,�{, t=�-� LEGEND
,. ., ..� �� ' .r�� � � i � :� �-_ — � - -�i 1� � \ ����� DRAINACE DWIDE CfIY PROJECT NO 105989 C
VFNiHNAt�E w.' ' r ., ` ... — �r � f l�, L Y4.roQ'la SiMY 04M 1�IY FI� SOl�ta-Oi00131-1 059B9-E016B5 3
(BY SEPNRATE CONiRqC1) � E%ISTINL SIORM DR�IN MTEM �SCO NO 95V — �
. I `�' `� CS. ' �n' `F �' � ��' � / Xt WA'MLi .aNA CfSCNid
�/ � �� � ' —� Yl' :K�i '_.• ' . �� //J�� � 1.25 C�'Y�%1 AMIA �:q1IU �
� ���•�� / �� � - . � L���T� � ����� ��� I ��� '7✓ / /� —r ua�:[ roo..uwn � O
� �� o� a«..-.n •.n. ��� ! X \ � . � bsw.a.`
/ � ; � _ � ...u.,r r,- / i C��: �G KY'-W, . `�/\ �.'-]- s xsa ro..i ��C dl . , .., �
� . . —� -�.� . .` 'u[� ,.,
\� LW �'- INLET NUMBEF
' � i � � �� I 'y� i � `"f� BENCHMARKS: �
t� , I �� 7 �� �'A'/0 +YWfCt �OG�up SOIIARE CUT ON WEST END OF AN MLET, ,��
/ � , .F ' � � �f` , SOl1TH SIDE DF ROLLING HILLS ORIVE, C
EO PPEUNE�POW ESIAT� � � / �� I � � rvoIES FIRST INLEf WEST OF CHAPIN SCHOOL
sOuiNw[si[ary ca , I � . ./ / ' p.t �.Aw �('' �� . . I . �. \ ... � �� ,.( � ' ROPD EIEv Boo ts ;
PaE�NE uC 5 '9� '1� �n �—� /( \ rME :���FUCE aN� �OCnTaN oF nu urvoEPCRouNo "%" IN SOUNiE CUT DN AT THE BNCK OF
CCOOPi�Ci959 ' . ' J'f'�1�'� . YY—� , ��' �/ �, \/ �a(M, 0
ry{� �,�;ry� ��� \ \ �T�nEi uowu �ON iH�E D��wup wppR oatiMaTE[o THE i0P OF CURB LOCATED ON THE
P � ' � 'I , . �j I, � — CV� �a�K �' � �� \. Vj ` 'k'T���m�OWNER�DEVELOPER NOR ENLNEER SOUTH $IDE OF LOU ROR�
0.��s' �,' » APPRO%INRTELY 300 FEET WEST OF THE
I p . ./� � �/ .�5�>„aE5 PEHSPONSBLtt fOR UILiES PPOR TO
��I/ �. \� j i � . _ i � � �{ \�.� ` t/ f?+SiVEC10N E COMR4CTOR SHALL BE REOIIRE� INTERSECTION OF LOIA ROA� & BANK
r� �,y� � ' ��� I��, � t �y� 1�� /� �.v� nNY PRECAUT ON4Fr MFASUFES TO PROiECi ROAD ELEV 9JB ]e
NL SHOWN AN�/OF ANY OTHER UNDEPGROUNp
.I�mi. nOT OF RECORD OF NOT SNOWN ON 1HE 'X" IN $OUPRE CUT ON AT THE fl4CK OF
. . �\ 1' � - �,_� - r ��'� 1 `` jj � .� ��l"` —1 � �" PL/�5 THE TOP OF CURB LOLATED ON THE
� � �_ » 1 — I' , r�_ '• 1 / �J a sHnu vERr�' HORZOHin� arvo v[ai cu SOl1TH SI�E OF PRADERA RDAD AT THE
��� ' / �ONAiiO1LS OF ALL E%ISiiNC U11LIilES PRI�P i0 SOUTHWEST CORNER OF THE
��` � 'Ca--= — ��� �� �'�L = �� ._. I�\ /�' Z co s�R�ciioH ciN[[A oF nuv IMERSECTION OF PRA�ERA RDA� ANO
� =� T �` � " MDRA�D ROA� ELEV B�4J4
� J iuuCDNTELT NOTIFY iH
,`/ L Oi5 PEPANC ES
� � /� F EN
Y
♦ SEE APPRJVEO DRAu�GE nUw OS-2a-DD9] GOF
� � •. . - / COMPLEfE WWN51RGN ASSESSMENT
�: - ; e�: ,'"�� � —�. ��y,��-�' �� � I - 1 r�I�/ l :: �^ _
' ''`1 �'. { 1I _ I r—'r I�/y'
GRRADE 3 NiERN�. 1� . ' --T . • . - 1� — 1 - . � ��` ` �
`� �, 6` N TO PFEVENT I j' L� .�.J� 1 _ I WEILHTED ULCUlAiON ' I�
� 25A1 (03]•090+OM•O6)�009•0�0)/OB6-0)3
LOW �RON nCt �1 I I ��—�� 2542 (C}3•Co0✓`1fi•C6')/04A a62 I.—
� ,�1CRaiC HSr :63 . • .�' j , w•nG �LJ
` MELwVa.�- b �" 1 I I I "` � �� . 'SC (,)�•OCJ.�]a';1.}(+\��u-[5� ✓,Y.S I�a-
� j:` �" ' � - �. I ( � o-n rvae � � O�'FR41.1. .I�'TERIM y_...
- l n �-�� �_ I ]:� I � I , TJ �rGM.U�r. r.4C�IFiY.iN. .tlR tiuL il�
�TM4M uy,{ '� . �' ' , I �.
�� ( r srar= i n,�a�:, ; '� L�� ... ���. I�� . ` I � - . :ar,cm.wnw xcuu.nox, DIL�1\qGEARN:A VIAP
' -.. . , � ` .' � _.� . cacwwow.r n+c�aconaxwpwwwwca�acu.cut.rw.,s
- �-.r_I "^r;FM,�-E . ��t'31 - I I _ _- �` w,. ..,. . . . _,� . M - - --
—`-�� 1 i � ' i i� i 1 i ji _� ��` -. � I ,�:. f.� r�TT a�vA w�s�r
;.-�,.�- -- - I �-__�._ ;�I �..�,�_ i i _ ; �_-:_ ti.:�� : - _ oRCHA�Dw��r
x i�
� �� Y� ' :.1 - . � I -w \ • .A�--�CL ��E'�'7i y �T ' , '�. �. ..
.J 1 �'T--�. .` . � .. I �',� I �,� � A 9Y i% CIT�OFFORTWORTH
~ — - — `' � I � I �i � �� �. . � ' � x . a .s v�.n h F, 'I AWi_1� I COL'\TY. TEXAS
..._' n •;, ' �,.�•'
� n iun `
NhN�ENANCE . � � 1� � � " � � � i tW � l � .
RLFELI�EN! � � 5B ' 7'- �? -
� -M• i� '.�'' . j � � I ._ iyr x � e - uw ��a ti.. �
`__ f _ ' -_ 1 .... � ,.n � .r��,��..� �,� �� 1 � '` � r • � ... "'h
� ,. � — . . � y y . r s: o..." v. W Fnx.:aaes
� � kT=z4---�—�— . P�o;r �o
% �,�ao „
^ri�; � \ �.�... / � -•Y�� �. .�� ';Y a � . i• " :�• arr w� :m�
\� :oo ncnRev,:e.K,� { '� , '��� _ :\ , — / � '' .��� - � �� oescN wroux
rcti,: wi���z x `r�ow... �� . . . � �- � � '��, � � _ : ,. . � �. 4 � - . _ �' ou.,, �.i; _.
�. � p �-.c., . `�r . r --�Y. �, ' 1 � .�! 9 "cm� scuE
� �'( ' ' � ,S. ••w�L a� - � k � � n v N/��•
� � '. . Y� �� ' . � I �
+�� l'ENC N4 PH e6 ' �-41 G.� ! Y I �� y n� • SMER
L'
.. , I \\\\ l , f m'i.� . ' . a ' �} . ' � 2%
. . �.._..�v eY � . > , �.v .a f. . � . �.� .� . +�ar_. ar 59 swFFTS
3
A
ig
3A
f�
i�
t�.
T)
F[
- .� If—F�i Ho�c: *HE coNrA.c1oR s'au coHlncl 1nc rouowiuc nr
wf��'tL' CNLCUV.ii�N: <B HDUFS PRIOq 10 E%CPVAiING iN �HiS ARG L�Si
1 Ci �:-fvK-�::ro�Y� bt `�ya. �
11 YCI ��]2b9[-l'LVA1'i�'�)]�O�t �� '~� fOFi WDRIn Wp1ER �EPARINENI t-9t�-J92-oa�>
■1 3E ^' q'IC:•b`0�1)/�:YulS l/ 3 �� I—{- `_ A1M05 � iRIC r
i aC� �J:O']1L �[+•0L , d' _ � 1 �- E 1 966990 �[Ii06 ^
3CZ I:]�VK-� :�0 I� l] D �oaD�[� � at )55
9At ��}q�{•l1t•..L 11d 5 CSF `�� I� I ��— �x —1. M iP�NSPOmATON/PUBLIL WOPNS -391 e[ 0 0
n2 .D:Y�9,1L.Oto�CO. C 9. �� , '-"1 .
I �i � �OP DiMER FA[ LIl ES t B00 0 L iE55 �
N sn, :o:uro.c-ou•r. . o 0 0 . ;.. �� �un `� I��—� �� � �. `.iI , ��; �
� n'� o � '. � °;a ° � ,-.�u -„� ��, DESIGN CRITERIA a
A'.G 1101 /] � }'Y�3,� ��r 1'I I i'�,, I I i I .� � } i ���` 2�ESGNAFREOUDC�G DESICN Z
� ;:n; ci y� o. �¢vf ...,� . . "
�Kw.o.r�o,c �irou-ie� — ��r '� ,�
iagi .9t4��3C.Ces�aa�;'J54-C�. '� �J �-i � + '� � �'{ �1_ I 1�. (A) CLOSED SvSiEM - 5 YFAR [j
zan� z �aC c. tia��i�N ce. � ( �.�,a -� �I ��i�r �' `t4� � � . —� (e) c�osEo sys[H - ioo rEnR �
J i00 �pp ��B� l 51V,4 D'Gq )1 .. 1 �i� � I , .� .y 1 ' '� I � .. TY IfF�4M (C) OPEN CHANNEI - !00 YFAR
ci �pf q. � �u `. y�� I � � '� ,��' �{If �" � �� v�t022J5 � � �Oi3 fDR REINfDRCE� CONCREfE PIPE �
� � 2ao N.N. i��aro4 r� ) � '-'�% � 1 3 - �015 FOR REIN�DRGED CDNLRETE BOM
12f� pp�0. q Y•D/1� O.b! �C ( ��� � �� � 0019 fOR 5 REEf / GUTfERS
tSA� p1 C%O���OSI OC9'ON1fOd6•C�: \ • / I { �}�. �'�� j RAINfALI NiENSiv iROM Clv Oc �
15A2 pi �OC C I143l0.'!-CG: ' J ` '� (" �l �1_ GORT WOR1N STOR4 DRAN �AANUAL
15C+ (>..bf0.0]0'O�uj�C7�-e:1 ( � / � � � , �� �� y �II I� �~� � ^��� RUNO�f COEffCEMS T
� ' r � �'1 � +` r 5 LEGEND �m Pwoaccr uo 105989 �
!� r . .:_ � _� � C � ![. ���I�� � �-\�� A 5' C O6] I�.-�9B %D JO�I< �200�]t �059B9-E�]695
� �� ,'. RES DENTNI _
. : ...'� ... - , . . ^ _ .... . I � `` � .4p �-���- I 9 � � I : �' � EMISfING CDNDiTIDN C D�0 IMafp�4'J Mh' n
- ; '�,. I` j� � r�...� I�I� I I��T - �`I.+'.'�, � ' y T
it • 1 / I` ', � ., 1I � 1� I f \` \ �� _� oRPINAGE DVI�E � � � CJ
.- , . .: A ., -n • .. ._ _. .4 .4 , ! r � � � , �� � � r _ �- apov s �
�"�r��µ-a_y__� "T_r___r___,r ` � 1�� . I osEo soAu oRnH rsr�u O
r � { �'� v I I-�II I�.2 `.' � ���r � E%SiNL ST�FM �FI.N SYSTEM •u•'�'..JI L,bClpyi1j N
'• _ ".. � f , � �'.. -• •� . rr . � � � ;�� ..I � j� y �I/� ' ��f� �1 ` -{-� : ,�� "� �'r '�,�: � A-1 DRAIN�G[ M[ Kwl�'iION B N.HMFRKS'
_ '
C � �� � e :'�WG
� �-�; t `' ' 1 % � � , ��j�� �r,� �_ ��";d i�` �: �; < s�RFA g
SOUARE CUT ON WEST EN� OF AN INLET
� �y �� � t` �.�_� I `�+ rt c[ Row nwRDW SOV1H SIDE OF RDLLING H LLS DRIVE C
-y �� � � I �'� i �� I�'��] � � FIRST INLEi WEST DF CHAPIN SCHDOL 1
'� ` I Oy �/ ,./ , r J_�. �' �:1 If � ' � i' -f H-� 7I �J� � IA1 r.�t nuYw.t ROAD EL[v eo0i6 Z
� �- ,'� ' r� � _� JM1r� l �`.D��: L_�� � 5��5( ]l�N• .�y�;{6 n�J(Cf t]G'�D` •,X•• IN SOUAPE CUT ON AT THE 94CK DF �
'� � � I � /► � � �� �.� � f ' I� I` .—� f I I � F— — 1HE TOC 0% CURB LOCAiED ON iHE
•� .� "' I I +q t•.
• 1 ' Y r, '� l I L �J� � SOUTH SIDE OF LDU ROAD
� 5[ � 1-�=-�� = F APPRD%IMATELV J�D FEE1 WES OF THE
; y =-C� � 1 � I^^�L� �� •� �f� �4' }� r' �� 431 1 •- ' INTERSECTION OF LOW RDAD k a4NK
�,/. �1 � II , �^�� �Jt 1HfrE%SfFNCC AND lOCn1DN 0� nLL UNDCftGROUND
� �� , / ��,- ` t/� �f� T 1� � w �� � I� ti'� � I� I—� �� I�I � � f5 SMOwu ON rtiF �R4wuL5 wfRE OB1nuED ROA� [LN B�BJ6
- �' _s � E ���� - C': F - � �kON <VnUBLE RECOrlDS AND 4RE Af'GRD%M�iE
N[iN�a 1NE OWNEn DMLOCCR HO M 'uGNCCR %' IN SOU�RE CUT ON AT THE &4CK Di
. `!1"1t t1 Y. �,- �{� ' . , �' `�` . ti'� `'�^ [— •I � 16, `� �Jf�T� SU CS PNv RES>OUSBLm DR � f5 aaiOR TJ
- �-��f^ , .'•'.' Y _ � � -' ��---[ �-"` �j� - �+ r �}.'1 �'.u.•. � • � � I � I i0 TAtNEC4N�Y�FRECAU�ONAPviME45LPE5B0 PRCIECi� THE TOP pF CURB LOCATE� ON TME
�'r �� � • `� '�� �/, ,`� . �� ALL LN[5 SMOWN nrv0 OF FNr oiHCF UNDfRGFOUNo SOUTHWEST CORN RDOFpTHE AD AT THE
_ o v rt
� I . ; , '� �"� _//Y'•� '� �• ^e �_ i�� � �`�- `-�� uDT or REcoRo oa Nor SHowu OH iNE INTERSECTIDN OF PRA�ERA ROAD AND
,' m � ' � ��� aLqNS MORADO RDA� EL l4 4
..,�. _C� .�' 1� . ." �- . .�_ �� . EVB 3
�^ � " - r L' — ' ' � 1"� ! ( �� ~' ! I _ ' �. Li DNS OF nLL�E%ESf G�IIiLI ESpPROF TORiCPL
1 i T• t .. � 9'���..�� �� •.a[.' ^�� y��-�� D � `. '�'` Z co s�iRUCioN p[oN
�•L " � .,. I� i 1��t �.. I •\ 1•�� z i�� - Y�a S� J 4uE0WTELY NOTtt TIE ENLNEER DF ANv _ •..�,
� • � . � O SCFEPAUC E5
�-� , 1 \ lOF r� ` I'\: �� I l .� , h ^' 1 � 1��.. � 9 SEE NPPROVE� �FNrvhGC STUDv OS l4 0093 F�F ' r�'—
�� � �'. ,� �._����'��,'I�� • '� � •' 'I—
_ CONPL�E DOWNSIFGM ASSESSMENT.
Y � - -. � .� '��. � � VENiANA w BE u
� � � _ ESi wLL
y � ��x� � -- - .. .. !�=-�� �� i , �, ' ;�_..1�^ �'."f?' - �l � ' coNs.Ru�.or� aecNs ns srowu°Ear° �hc°Ex . Nq ' :
-F �r Y - •... � ,, C]J � � ' �_� �� � COMOURSO�uPOFTEET0�NL65LOFEHENEVOPwrtH " ":vti•• .. ...
' M� • � , � I� C . \ � �' PERENNNL V W E CO ER OF GRn55 k
i f� Y� I[ ' 1���� �I 1 +{ � -' I I ��Ii� IN�DSC4PNG WL BE TL2ED ON ALL ARUS 0� OVN.RALL ULTIMATE ��
�-. • _ ',�' --� - I � ` � � I � I o•,�, ' `•- I � 5� .I I DRAINAGE ARF.A MAP �
� lHE LONSTR C 0 STE NRT ARf NOT LOVERED Bv
� .�-f , — I �� �111 � '7 � a � I : '. r.:[�:t• :� P.:iY�c:
A' � '�� I I� i i I' fI � _ 4._.
' u �' M.� rS1 '�� . ' �. _ �_ �I 1 �.�J h - � s.� 6B �_l r � iC I' o� _ ' �1 '{' _. � .
��� • - t^^y--�^��tl"I"�f � 99 'T '2A . � I I�i , n � � •. � �
,.. .� �' .,� '>' ,,, i �= VENfiANA W'EST
F � - , � j • : � � I � 1 T � � �s � ._ L n � �. .w:
� :� , -� �' ..z ,.�.. _� �_ � ,� ' a• -� �� —1 I I `" �� C9ddC�-TA�ZD �'A�t"
� w .� .—�-�, "�_ r —�' —�y f�� � �,_����,�� —1 ,.r
9� � �� �.. �.i . . ,� �r
_ .� ` I.j-J....-, k ,..J �.� . 4� . � �'/ ♦` I � .�� i , � .. � i �� r C1TY OF FORT WORTH
�'i � ` 9C Y � ,o� .4I. � I �� `� � / T.4RRA\TCOL\'TV.TEXAS
�� . a�v r���� ���y1:.0 ��`�����r i
C• �' � ~ , M �� ��'' �- —=_� � �\j . �� ��^�y�•-...��y. .». �
i6 . �. ���� ` "/�'. .� , '`'� i� � _ 6.9J � , L%1�any`�c�lp,ra.,� �w � , •
� ' � � 1 ' 1( '�, --_ 1_[u1
�� ,., : � �� � � 01f --� ` � '�_ � �� 1Y�. .506 .�\.'r:N
(� ` 1 - ' ' �. J 7 � � ��/
�'{ �r ^��iy i��Li^ y - � �� f ! 11.� �` ..w
�1 �%' Rl0 ]Ill�
� ' � . % — ��\ .' � � "� ��-. aic w. xn
Z. i � � � �i nnw an�w
� , �. ; r �-'r . _} �� ;�y.� , lil � ���` , ye 'w`"_
S% 7r .�^r ���'° t .� 1 •ao... , f �� scn�. m
w�-' �� vr i t rt � x i i 1 1 at�.w i"� \\ t» �� f � u F w � E i vA o.
r4 • .:k ss---:.I .� . ,' �� 1 i� w�" � +°xx:y,,u r�r�r.n ��,..i e�ee ws air.n c mt.
� T. I �� u . ... . • I .. . . . _. . , (�EN4 ZONE AJ . 11� \\ . �O R�]CG . , . ZB
W Y 4tlI5
4
N
�
c a �oo
�=—r�
r
.� i'
! �I �
-•_� � /
/ /
� ' �
x
1 y' I
•*�i � ��
�`� �+ �
J�r � +.t
'/��j � szi,j
+ '1
5' I
t�� ' � s ` I..
�1 �l�i�
E 'l `9 �
g" ,'� - 1
, a, >� ��
s �
3 (a
id ��
� r
t6 �� ,o�•
y^ fL00DPWN
1; (GEUA ZOUE A) �—
�� tC-`"� AiaN'1 ,
� FLOODPUIN �
�e EASEMENi
RY , �/1
:= "� �d��::�
jrf
dS �
��� s� �
=� h's01 �
/'D ' 1
/' "r i
f� _ �� ' `
i
MATCH LINE SHEET 29 ,
` ?i �� -� �
�^✓3�� �;� �� �;_�
� . �� �. � �ro1
I _f �w ����u.��� o_��~..
a� __ - �x� rrr ,� A. �
1 = • ._ - ,�� y— —
f I 1 I v,`�I � '�� �� 'T I
4� � ���� � ��.
DESIGN CRITERIA �mc: r�e courn.cron sw,u coHTnn rHc rouowiuc nr �rwsr
RqTION4L METH00 OF OESICN �0 HUURS PRIOR TO E%LAV�iiNG IN THIS AR[�
] �ESIGN FREOUENCY ��� WDRTM W�TfR DFPARIMEM -91]-J92-��»
(�) CLDSED MiFM - 5 YE�Ut �1N05 GS �-866-9pB-9Y61 �
(6) LLOSED SYSIEM - 10p YEAF ONCOR ELERRIC �-B1)-J55-i036 �
(C) OPEN CH4NNEL - 10D YFAR FORT WORiM liUNSPDRi�iION/PUBIIt WORhS 1-8�1-l92-Bt00 O
n= D01J GOF ftEINFOFLED CDNLRETE PIPE FOF OIHER F�LIl11iE5 1-90�-DIFif55 O
�= oois voR RewrowcEo coNcarrc eox y
- ooie �ort sTaEEr / cun[rts
R4NfNLL iNTENSfM1 FROk Cltt OF W
FORT WDRTH SiDRM DRAIN 1WNURL Z
RUNOFF COEffICIENiS
RESIpENTin� "�-5" C�O6l I�.=)gB
Exisriuc coNoiTioNs c=o.�o �z
�
LEGEND �
— — � � � DFAIIHC( DNiDE I
�L PFOPoSE� S�ORM DRNIN S'SiCN C
`IIY PPOJCCT NO 105909
�— E[5TINC 510RN DIiNN SVSTEM ID: J011<-OZOO�J -105999-EO16�5 }
%-38�33 �
�_ �� �, ,x.�µ�W IMPSCO ND BSV n�y
%.%% Gu,�y[ AtG Ki1WC[ �r
_�Nf�C[ I:p� �RPp� � 6'
� r.ir h�� C
r,.`.4clU+r. �
-.rswo -+o.,� .«.ra., �C.dl ��.� ,..��ti, >,
w
� � 6ENCHM�RKS� i
i TXE E%isrENCE ANO LotArION Or uL UNDERGaoUND SOUaRE CUT ON WEST END OF AN INLET, L
U11LIliEs SHOWN oN 1ME DRPwINGs WERE oBiNNED SOUTH SIOE DF ROLLINC HILLS DRNE, d
iaou nvuuB�E REcoqos nuD nRE nPaqoxiunrF FIRST INLEf WEST OF CHAPIN SCHOOL
NEITXER THE OWNER. DNFIOVFv NOF FNLiNEER RMD fLEV 90016 Z
uN6 Auv Rf5vON5iBILltt fOR UliLlllEs PRWft i0 W
C�NSTFUCfiON T„C COMR4CTOF SMALL BE RCOVIRfD "%" IN SOUARE CUT ON AT THE 94CK OF �
iD TANC ANr vqEGlUriONARV MFASUFFS TO PFDT[CT 7HE 1DP OF CURB LOCATED ON THE
ALL LINES SHDWN PND/OR AM' OTHER UNDERGROUNO SDUTH SIDE OF LOU ROAD
IflRlilES NOT Di RECORD DP u0T SNOIVN ON iME
PU.us APPRD%IMATELV J00 GEEf WEST 0� THE
INTERSECTION Of LOLA ROAD k BANK
3 CONiFACTOR SwYL VFRifY NOflIZOMRL ANO VERTiC4L ROAD ELEV B]B36
LOCAiiONs o� ALL ExI51iuC uTILIiIES PRIOR 10
coNsiRuc�iDN -%' IN SOUARE LU7 ON nT THE B�CK OF
J INNEDipIELY NO1iiY TMf ENGINEER OF ANY THE TOP Of CURB LOCATE� ON THE
DiSCRfvqNciEs SOU1H SIpE OF P{7qDERA ROAD AT THE
SOUTHWEST CORNER OF THE
a SEE nPPROVEo DRUNAGE SNOr DS-3a-oo9] FDR INTERSECTION OF PRADERA ROAD AND
Coua�Ei[ o0wN51RFnrn n55Es5uErn. MDRADO ROAD ELEV B74 }4
ULTIMAiE DRAINACE
ARF.A MAP
VEN�°ANA W�ST
(�RCHARD WA�'
C1TV OF FORT WORTH
T.4RRA:�T COU\TY,'CE7CAS
fi06] ilnCcn�ii pro � none A69�
Su�m40�
OeM� ieu� i5106 FRN �F1'vB6
wn vqWECT ID
T/ ic l• nrtes�Yoi�i
I p�TE: 30Y5
••. , xs� ua.
- , �: ow�wN: wai,n
�.�'�:a; ,s E
nou: 5�- ioo'
r H ,,,. ,��: ��.
SHEEf
or seOswccrs
�
N
L�
o so zoo
���
o -YROODPIAIN
Iu' ""-�� ^� MATCH LINE SHEET 29
L =1�r++K4iF�.:r�����w � ^ � �f
t � I �AI •..�z :Vw �� 1
' % II ' I ' X � .
1 v 1] �] �4� 16 � IC:
:w,/.l.�'��.'ry ;=� y�.�, �, ,�r: -{�� / en —
DESIGN CRITERIA
1 fUTIONRL METH00 OF DESIGN
2 DESILN FREOIIENCY
(R) CLOSE� SYSiEIA - 5 YEAR
(B) CLOSE� SYSTEM - 100 YEAR
(C) OPEN CHANNEL - 100 YE4R
� n= �Ot] FOR ftEINFOFCEO CONCFETE PIPE
-, - n= OOtS FOR REINFOFCE� CONCRETE BO%
- � 019 �OR STREEf / LIITfEFS
RAINFPLL INTENSfIY FROM CIIY OF
__ GDRT WDRTH STORM DRAIN MANUAL
� RUNOFF COEFFICIENiS
RESIOENTIpL "MS" C=�fi] 1�.=199
_ ENISTING GONDITiDNS L=030
�� ^rt-'�E.����+1A ' � } - � I
'�__��S]m12:-{-'.i�'i.�y,y'i Pt..ti.'v: . ��I'�.�I��' � --
' ��N, � i I � �c� r.t _I l_. �' ' n,n,� .c•rr,...
1 p_ ey—. I . .. . e •.' � 1 -� :—_� ,�re I _ I � ` cw c7?�� ,
� . � r 1 � ' �Ay ae I I � . � r ' I �.
�
I s. �i �a •: �s'�. a u �.�i q i'
�a� �au� I�w�'-�J ., ' lll �`J s�-� i:. C T�� I I i �
�liel �`�' '.� j � I -
�-�_"___�-__,� - ��� 4
-,�-�- ' �.�,� _ : �NE _ � . 1-1�. � , ] . f i -
1 �_�
M 1 NQ. �� �� �— 1 � ,�B� .1-- � � I
��7 �+� .: e � �i � ����,�1 I i � � I a� . � `, �—
,ri �� � I � I �� �� -�
w •� , �—
2 I i� II � � IBt iXJ � I � I� �
N
Z � I � ',l."' ` r--� � � 1 _ � _
J � • � � ��� �— � � — � �����s � � :' � .
}� , � I I_1 _` .',� � i
V � C�r�+Bn PGO n � I� 'I ' I I � �
�-- — `'-��— � I�-� � � - --1 '� ��
�
� �:, _,�' z, ,r�- 9 �, � .. � - .,��� .� � � � � � � � �
� j �,� I �' I � � �. -� f-yw, ,�:., f+:u —i '� � I I
I , 1' '-� I� [�na& 1SMuu '
� I� �C�' U•-�'� {I . � -- CM �tl]i•
] el 1 L f ID��1 14I 1J . .'[1 1'i� t: �'—� I �� I � .
— -1� r — - --�w �:� �; _ .: :u��� 1 � � ; �n .,.;� uu�r�+l �j"
•xcc e[:�u w.0 �_ �n , I ` �' i » / -- I r,.� .ets�.��c �� �
__ 1 it � � �r� � %' �
i -- — � - � � � :., r � \ /7
---, I � I � � q 1 1'�I I �.� r��i 1
i � ' � � �1� � �' � i : 1 i
�, .
r� _� �
— � �_ 'F '.,� l! �--�'1 _ .s-. 1� � I � � - I
�/'
Y
GEA+A 100-ttt `,'
GLOOOPWN
(FEMn ZDNE H)
,t : '.
� ` .�''
�„�.
i
��e ���
N. 'M
O
LEGEND
NOTE: TME CONiRPCTOR 5141L CONTRCi TIE fOLLOWING AT IFAST
�B HOURS PRIOR TO C%CAV�iINL IN THIS ARU:
f fR WORTH WATER DEPARfNFM -91'I-J9Y-Hl'1
�iN05 GS 1-866-999-926] �
ONCDR fIEC�RIC I-B1)-J55-10P6
�OR� WORiH TIUNSPDPiATION/PUBLIC WORKS 1-B1J-39I-Bt00 O
FOR O1HER F�CILRi6 1-BW OiG TE55 �
C
Yi
T
L
m
0
�.�+.�:.c avcC I
�vasao sio�w �ww c,s�w }
FIIY PROJELi N�0 105989 Q
iru'�K 419W �M.w yYi'1Y 10: ]011< 020 4J1 OSBB9-EDJ605 ?�
%-Y943i
y4,y�,_ y�yt �y��by IMPSCO NO BSV �
�G.wG: NtL� IfiAfKC - �
Q
_
sarax� rtow u�car • � U
�
��, �� o
PROPOSED PRWECi LOC�TION
NOiES:
1 THE E%ISlENCµ RND �OCAiION DF ALL UNDERCROUND
UIILIiIES SHO N ON HE DRAWINGS WEFE OBTAINED
F LE qEC�R05 nN0 nRN AP E
NEIiHMR THN OWNER DEVEL�PEP OR ENESNpE�Ro
,�Po���a���n .oR ����,� � A ,o
CDNSiRURION E COMMCiOR SHALL 9E REOUIRED
10 TANE AUY PPECAUTIONARY MFASURES i0 PROTECT
L LINES SHOWN PND/OR ANY OTHER IIN�ERGROUNO
piLiiIES NOT OF qECOP� OF NOT SHOWN ON iNE
UNS
2 CONTPAMOR SHPLL VERIfY HORIZDMAp aND vERiICAL
LOGTONS OF I�LL E%ISTINC UTILRIES RIOP TD
CONSiRUCTION
] IMN DNiELT NOiIFY INE ENGMEER OF hNY
aSCREPAULIES
� SEE AVPROVEO �RNNAGE STUDY OS-2�-009J FOR
COMPLEIE DOWNSTRFAM ASSESSMENT
; �)��' �
� - �
�-� u �., �
1 \• , 693 ��,•
� "%
�. \ � �"' -i�
:�. �:. .�i
:x � '%�
. ��+ •% �
•;;. ` !� .ri ue :/
. _ c7^.� � � � , • %
� ...�n 9B)
e.�.. .i ,tx �ay.
C,aln.,r.,..,n„ „
BENCHMARKS� �
SOIIARE CUT ON WEST ENO OF AN INLEf, <
SOl1TH SIDE OF ROLLINC HILLS DRIVE, z
FIRST INLEf WEST OF CHAPIN SCHOOL a
ROA� ELEV 90� 16 Z
"%" IN SqUARE CI1T ON AT THE BACK DF �
THE TOP OF CURB LOCNTE� ON THE
SOUTH SIDE OF LOLA ROA�
PPPROXIMATEIY ]00 FEET WESi OF THE
INTERSECTION OF LOIA ROAD k BANK
aono ELEV 9)B]6
'%" IN SOWRE CUT ON AT THE BACK OF
THE TOP OF C11R0 LOCATED ON THE
SOUTH SIDE OF PRADERA ROAD AT THE
SOUTHWEST CORNER OF THE
INTERSECTION OF PRADERA ROAD AN�
MORADO ROAD ELEV B]4 34
� �'���•�- _ �I
- I „" �
—�
��IULTIMATE DRAINACE � �i
AREA MAP
VENTANA WEST
(�laC�3ARD WA�'
CITY OF FORT WORTH
T.4RRAYT COL'YTY, TEXAS
fi�orA IllCenlr�F.proeze`ay �orc469�
SwNCO]
DeM�,Tew 15206 FHN�F-f1Bfi
� aa'.�ei:! 'J
.� �' I rre,w-�,�,
� �..� . r:,
i oEs���: o��w
� � � DPAWN: NVilAil
�� `:_ �. � �� I�— —
Hoaz � E �oo
,, r. sv> vcar: x/e
SNEE!
I�� .SB 1SHEE3
ry, ���i,R'�T'YIu..
���'cd ��.�.,��,..
ra'J '� ...�
r� J �� :�{�
• - i�` `�.�,�i�4�1�}wuLc
� t+a
....Y��� � �"`i.�(�
' ww�.a.«..�..::�1 I�f 11 i�.... �. �. . �.
�� �
975 �
670 � '
;� —
t l' �O �
: �•
4�. —
14 --
? S --
Ze.
1`� —
�., —
r� 8'{.S _ _
IGwu�':ait+Fat;lulv
hNM1'i'J!i: L �C7CEMCI.T L"
� YST�N Lx: d : -
.d �+4' � ; ,,. ..
Ni�..-ti.� . � . . .� •�•
1i�� . � PJ9rL.wv� C l� .Wr w�ta � EEP�
C'W ! vN f .WV �' ISS
, 1� 4rf r�� , � ,� wt ,
.�-�..�.f� ,
i� .r� 1 �-• �+ ���.uH eox
.�.� ..�w 1-� 1/ .� �� �
� 1L �{�"_� ` lu BE CousFi:Crcc __
gr�1{ vCrviMA WL:: R�SL tA
(Bv S[Put>1F COX�ksCi�
_ ._'� .• I 1 �-. _. . T^ \ / .i-�.
3 i"" u.. ��
�� � , , , � , xr'
, i0 BE LDNSTRUCTED
" EMnNA WESi P �Sf� 1C
(BY SFPARAiC CO Ci)
� �� �� '_V ^ 16x uf 7[�-
awowi� w vt �;a uo� 1 10. i� Sc 7�e ai'7ii
Cw�vA� e
NS'41 ' sp�r f.i,t�YqG qi �V.�[CI 10 INLET
! �i��.� d!';!iea� �.q :i. �,.von 3.
o¢n..c r �'. u�:
:w.cr �o ran
�.�ls]'�R» .» ��•t� °'+•o �GCNA.a
/�.� �� CO�� '0 �]' K3 1 4A2 - 21" RCP
r e �� s? +s e�seAs� w�cr �o K co-s�n,cnu� �
� 1%�« �5p� - 21' RCP
�n V+�}�
� I � �• ♦ M - 29' RCP
% ' __ , �— �rI J/
/ �5D] - 24" RCP
`� - � ' � _ % /
f"�,-,
�1A� SA1 - 21' RCP
_•.�,_. �, . � _ � � � , . �� /�,
� o-u_ � , '
g�� VFNiAN/� PM1qi(W� .
1}N�_�t�`.',(Wy���_ �aw ���w' r� -�ti U. SA2 - 21" RGP
�C [1'1J�15'8669]INLfl �
5D3
�� �'�j e•.'0 tO•iP i 1:.]�
'� pi p - n
� x �$z' � � S� � �J�p�� ' a �
- Y t_+ .�.� R� �,� � 6�'. T V � L
(� �? ,.�n
p W, y r-�m �e iesEi
=•~ .,R-^.-� I� jjf�GCFOUND ��.Y Ii _ l��I - � _'-
� a�O ��� / o :3v5" l� r �a.
_;� f� � q
� ..' — `� �� _ _ / . _ _ - �-"�cnr'� � .e.2� — � !
� -�" F �� Y
-h!�!O"«C GRnDE �
_ O a�'i
_. _ _ � ,� � � � � � �
�' � �iiU � � � �'C[�� Ghr KG
� � L1M 1�Y C�/�'v FGNS)
� , �� i ,� � �,, � � �i z.
/ > ]�0� --�i9)- ' . CC CDuT�'�.tiTC9
� � �7 � �� _� L CV G9l�M � � �1
� Y �Co O I OG%
1'� INIERIN
—�i � �� _ ^
�]' W.
� � 1/-�I-N�M
` s �o �
PBOPDSFD_� p� N�--' �
CXAVNEL �f �f� Jti �— •. 14 l w�
- FLOWLINE � p'. p10 C�5 _ ^ �
Or- 90A VL
'�' S- 9 i�ep�„
� G_
�
s aj a
e : ��, §
i ..A m3 �s
, y�-11� ] C�S
y, o >rx
y�-'�!/3
x a
� g
;ng�
��; -
� �
Ow ibA Cfy
'�-'6a� US
s- . aa
v':�.: �...: �
�
r � �
�-z—e o
�
7
0
Z
m
0 3o b 90 �
-- I
Lltt PFDJECT NO t059B9 a
vio: wiia-ozows�-iosses-Eo�ses �
x-zeazx
wasco Ho esv ,�
�
i L'
, �
., i �+.6rinw. C
�aC.l��lii}ni�i�w�n.� l/�
B N HMARK ' �y
SOUARE CUT 0� M£$T END DF AN INLEf, �
S�UTH SIDE Of H,^,SLING HiLLS �RIVE, C
FIRST INLEf W;5' f CHAPIN SCHOOL
ROAD ELEv e00 Is 2
U
••X" IN SOUARE CUT ON AT THE BACK OF �
THE 1DP OF CURB LOCATED �N THE
SOUTH SIDE OF LOU ROAD
AGPRO%IM4iELY J�D FEET WEST OF THE
iMERSECTIDN OF LOIA ROAD k H4NK
ROAD [LEV B1B ]s
'%" IN SOVARE CVT ON AT THE 9ACK OF
THE iDP OF CURB LDCATED ON THE
SOUiH SIDE OF PRADERA ROAD AT THE
SOUTHWEST CORNER Of THE
INTERSECTIDN OF PRADERA ROAD AN�
MORA00 RO�� ELEV B�4 �4
88d I
B75 + STORM PLA� & PROFILE ry
SU3
870 VEl\TTANA WEST
OI2CHARD WAY
B� (Ii00FFORTWOkTH
1A11RA\ I CO�\TV, TEXAS
� `�v,fi.=_�ra(„ea�"' no �
v�+y ne9696Y10110
�- •... . FFN..F� J%
a� . I W PRWECT IO
.�� '. N19l0-Otll
. I �ATE: WT YO15
��•• ��•�� O['�C.� SI.Lt
'jy � k s� QM�V �
gSp y��`h�o.�"v''� ScuE
�� ,.�, - ,o
.� rc a>.. K41� t - 4'
5�[R
84:! oi f��y�q['1
, .uiudvw'ra6so:.ri.roo
w�. m rw ...+.., cc.c.� n..n . wr w
�.w_.«i.:�.�..
' � . ..r
I a� . �
�
. � �t: —
� _�. � •,..M,• ,...�.vr..� �...I,��yi%4iL
c...� � . . ..,..r�...ra
G �� —
^-� 4 yu T
.-m �kn�� �,�.a�.�
wR. �'
� �rua. .ro �!! '� 3 �:;st:-A �Gt,
�
$55
B50
' B45
T �ao
�
�A
. B35
�--
�g
{���
rj
'•.r ers
�.V 2C2 - 2t' RCP
S� '+.4� `: t��.fo" R'1
QiC�iNp �wv �
yu '�]+N a� lLs� Stl._. - ST� t5 UxB iNLEi
�5���^x.w ;aao� 7 :c - ao �l (L - 64]95
iWs�ri ao vaw� s�. �.a .w� r,Avr
UT 2C7 - 21" R:P� OqLi9a�u.��� , ���
h�r 5iA i�-6fai �.�' �1 +'W+1�: rD iH
. �.LL� rr.tfltt - L ._ .. ]. r.E�,. �,._>o ar m.
Fa[ un ennwn rvS7' ' - a � ��d
AAINTENANGE �CST e g oLtS g�Rgs u�R �{�� �
AGNEEMENT ]}y 41 lL1• �p � �
\ T 5�'. �S S]1
� w�N �,10 I�s�E �..1 \ /LT3�.t0'Lu' i»
�� o�::vn: Y / s � w n
P ! ( :t
.I UNnV� C :.. ``�� �/ . f � _�G i ,
' i 5; �f 5� �� 0
Ill N ' r�;'t.. . �.,\ y � — i � .RJ,-d . .0 �
..� . W' SawJl+�d '�� � . / '
�li� __J�.l+-1 .-�4���_—~� :C, /'lf -� l'.r.,
�.^T." - ' , `�' " � � .
� � ' _ � � �� i` � '� .
� y, ! �r ♦ '' - �� i`
' \ %
� � - �l � F', � r-^ �:. �
- - � �..v:i a M1 ro.
� ---_'='----- n . � :1 1 �1, o
- __ � s - >>e I oEa�r�
"'—_ ___ __' ' ' " __ _ r� -oo�s
il � =i
+ ' .n... `> ;r'n['n' II�1 . . ��1 f , om 3ess°e`�i
��'+ Pp � !tI' F[C�' - •
� y., �,���. �� P,�,4SS GRADE ROW
� � 5� i�ia.it (fy90' �i) �, � � E� . .. ... SECTION A-A - NTS
�Seti T-Mti a: nEwownL� NC K� _.�e ••
� tV� • . .
���OOx N' 1SI
hs'Kt •`_- /�i CDNpd:L'!+0'�
��-fl] I'Y. ��
MY:'A I'•'6`! fp�0' )
p�• �wR;s xM
IN61At. ' :J'.if4 JIINLTION BO%
SD2
" » - — .'m
T�� ��$-- s _
� tr�� ��V � �o a�
�� ��� ����s
�;�; �'��-�
` � F � 'r_.:: � 955 B60_
uvsi�wa acu.o � I„�t ' -
� ��� _ �
��o ��,
� �-�,
�.' . —'a.� .. _ .. .&SQ 855
•vO�J`.{� C�DE � ': YCG �A ��`�
�_ h' "'
�
�y; �.."0f,�c� � � � i y ` B45b50
�.� �.°�y�°�. �I � � - - � _ _
• c�Vrt9
Gaa�uL
q�..wow�,�r. . ' B40 B45
3i�nT�� "_• � �'�.Sax , . . ..
' »': irn
Y.Yj( YY , � . .
_ v�ue r..u� � � 6i5 B40
.. k�i-uiao .. a.: ii i m
— , T� w � �
� � Ova Vf D+- IAt C�l.
�pr. �3! GL Y f. 6t
" ' S- ,4ft � Y.. e ..�.. .
� � r- fMG � .� fi'.i . B�Q B.irJ
.. _... ._--��-- — - - -
. . - . s . .�n, �xr �
. _ : . r . '� � � - —j �-- ers eao
o.m
LAT 2B1 ,.m ��
� _
�
`�� ��� a� �5
�s�:�q s3
$�����"� �
� C`c:,�r__F`.,�-. .�_ B60 BBO
i �
- ---- ess ass
.�,-,.� �.,n ;.�,� �
.�
�o� .
� � ` +M K{
� � �r :� B45 B45 �
(/� !]J
� �`e,� �
. . ma
. . ... — / � :e- •>0 �r�
Pa /6 CFS
o..., ws.e.s
s- o +a ms
A� � ti-.- `
o .�o. i�
.. _ . -- � �� �
B40 B40 - -
B35 B35
A30 B30
LAT, 2B2
�� �
� f
N a
0
� �
7
O
L
o pp �
F�IY PROJELT N� t05999 C
i0 J011a OY�O�Jt 05989-_0'/605 �
-YB4]Y
MV`.!U h Jy! �
�
„ ,�„ ,,,t,w�� .� r
�C.Jn„ .,�,...,.. , v:
BENCHMFRKS: 3
SOUARE CUT ON WEST EN� OF AN MLET, �
SOUtH SIDE OF ROLLING HILLS �RIVE,
FIR51 INLEf WEST OF CHAPIN SCHO�L
ROAD Ei[v eoo is 2
"%" IN SOUARE CUT ON AT THE H4CK OF �
THE TOP OF CUR6 LOCATED ON THE
SOViH SIDE OF �DU ROqD
APPRO%IMATELY ]OD fEET WEST OF THE
IMERSECTION OF LOIA RDAD k BANK
ROAD E�Ev a>e]c
'%" IN SOU�RE CUT ON AT THE &4CK OF
THE TOP OF CURB LOCATED ON TME
SOU1N SIDE OF GRADERA RDAD A1 THE
SOUTHWEST CORNER OF THE
INTERSECTIDN OF PRADERA ROAD AND
Moanoo aono e�cv a�a aa
�-�. ._
:� � �� � _ �
�°'�a � � �
s�s' i� - T _ �
<<�; �: _ . _ _ . ",�= - -
�'� "'i � ��$ � A STORM PLAN & PROFILE �
� SD2, L.�T 2B1, & 2B2
- Q,,.,� �,� � VEN�'ANA WEST
O PIPE
ci�ac��A�D ���
���� �
—'-�` ---
� ( I'f � [il' FOR7 WORTH
. � I:\WL1\I COU\'TY.TEXAS
'' `,m��� �
f w� �— �1
�f xay norc e696]1.0110
iS:� _.. �.. . .F-t]Bfi
o�o oox � I w+� '+ox: a
�� ,-m�•oirr
r�. li+ 0 / �{. .� p�TE MAT 20]5
Pw �61 �M ' '� /�'
4L-�C1'� > ESGN WNUA
1�'„� 1�. bFPS � �� J/ MWu tlfil
�$i S ce ^ 63.1 ,,.ii��" i•s",` S:w�
�r . �i. _ ,q .
: �. T i
�3 a s � .• � .•„ . sHerr
- 40
. . r s3n ov se sHccrs
985
8B0
BSS
"s
�
�so
j
�f �5
��w .
:{�
��
��,35
C
fr
�.�i.io
,o
e �n�o°
�� �� ,�
���:,-
9' TOP SOiL �. 6' TOP SOIL
PNO SEEOINC � pN0 SEEDINL
REO�IRED � ���� REWIPED
SEE TPBLE PRQVI�EO ON SHEEf 41 FUR
D4TN �T FACH MIORI.Ul1C CRO55-SELTION
iVPICAI f:l{�INEL SECTION
S
�ffi
INSIOLL 400 Sr hVf
A' 0 P RIPRAP Y
0!!y Efl NG�COG
vccs u an eo� a
=;.,'��1:• ""'�'
i-.1•���."_� �
j , + '.
i �y ''C" .
C{ }�-1�
. i rC.•�-t=`
•iK�w•
T ��
CHANNEL C
���" ti,+c •�,rn a.
i )ffi - —
�� �
I � _
�� �� � ��' !
����y /— 1 - - -
�+ , �
I � , /- —j
_ i / � ,�- �
� � . �u � � � '� � �
I �.� / . I O
�
.. �- �
�i ` �� k q � � �� ' ~ fD
� h ]l / �oo r� n_: � i, J� C
� � j � - �
� — L_• 1
� � —
I , � i IJ
r r —
—� � �"' ' ' z
� �— � � ��r� r ��
�� \�.n-�::.,,�. <<•., f
lf % � 1; ` • f i � �I
� _ _ _ _ �
�
_ _ �
�
I �
� ,
O
'L
m
`�r� � � O
� ..
Cltt PAQIECI NO 10YJ09 �
FlD 30114-OP001]1-1059B9-EO)6B5 `
%-38423
N PSCO NO BSV :�
�
Q
S
r ' . �
. �.4ebw �
w..C:dH.. u. ��„��.. :n
I BENCHMNRKS� �
SOUARE CUT ON WEST END OF AN INLEf �
SOIITH SIDE OF ROLLING HILLS DRNE, d
FIRST INLEf WESf �f C4UPIN SLHOOL
ROAD EIEY 900 16 2
W
'X" IN SOIIARE CIIT ON AT THE H4CK OF"�
THE TOP OF CURB LDCATE� ON THE
SOUTH SIDE OF LOU 0.0A�
PPPROXIMATELV 30D FEET WES� OF THE
INTERSECTION OF LOIA ROAO k BANK
ROAO E�EV e>B�e
%" IN SOUARE CUT ON AT THE fl4CK OF
THE TOP OF CURB LOCATED ON THE
SOUTH SIDE OF PRADERA ROAO AT THE
SOUTHWESr CORNER DF THE
IMERSECTION OF PRA�ERA ROAD AN�
— MORADO R�AD ELEV 8]9 34
� i I
'"� I - -- - -
� STORM PLAN & PROFILE ^
CHA.�'NEL C
� VENTANA WEST �
(�R�C�IAI2D W1�Y
B�— CIT1 (If' FORT WORTH
"1 AIlFt�1\ I COUYTY. TEXAS
e.s • ,- �»-��► w., L.B
_ .,.�� •_.,�,u•:�:
... .... '. �y)��1�7�
8� N Pf10.1l�I D
.� * �. leao-om
OAiE: NAv 2D15
•• ' '�� OESIGN: DIIf011R
1: ,.'" f �yy-
�r� .J/J/� � •, t�F SL�
��l.G_ �dYl. . p'
I » r. �.i. +SM� f'
SnEEf '
43
� o° S^ 9"cc�
rc-ui .i s--�n
� DfiY RIPPAP I1�' .•.i^ ity
OEEP) PER NCiCOC � FAl;I�iry�A
SaECiFiUTious eo� 3 MAINTENANCE
/r-� " ti'' �' '' T"t AGREEMENT
� ! .i:0a._InN.� (e�-
B�SI
870
BBS
Y
, �o.
`��
�•;'��
:a
��
i'.e_+5,
t:
�i �
a 'w�b:::;"
c.'�i..n �' ��r ., �,.*
�).�Y� _
b" TDP SDIL � 6" TOP SOiL
PN q OfU FIED 6 I �N p SCCDINC
'n. CAuiqCo
EE TRBLE PROVI�ED ON SHER �1 IOF
DATA �T [.�CH HYDR/�IILIC CRp55-SECiION
NPICAL CHANNEL SEC710N
N1s
: _`�`�
� A��� �� �D' CHWNEL A¢F55 '
j VX\TEVNYE AT 15F N41I SLOPE
�A�FlCEHEy' `
Sl� Ip•� •4 Y^N�.uL. :
^: T: � �.
c ar r.cnrlc�a-Rc irnw �n �
'TV'A �'�[^ > 5F i a l x[/.pn�i� I:�wlb
f8 :V "f C , .i n. �. .r- • � � '�. �I �
O� � ' —�:—_ _ . _ � ,e _ __ ' _ ��,y .. _� 'I I ,
� ,' ` , . �
Q � ' -`SM''— ��� \`�l .
N�� y, -�� ^-�- 1� � f�� ` � �N LONSi�q�yCifD
�•-�.I y .. _ \ FAFATS ASf iC
- . . �4 �_ �y �� ~• I � ;J, I lHl?2 f LOMPACT)
z� — -ir — —�=�-- =-�-`,•,'-`r`' � i s
� �:- _ --� .� _T�a`..� _ • � T _ :� �'.v- �
x — _— = —r�--� — -=~— 'r."-----� _ � - ,� �
� `� ,v -�._ __ . __ . ..------L-�--- -- --- ,_ � -�- �� �.� �
n a? r3, � z � ,� . �i
' '4 Bf. CUN.:v��Ct[�]
N'xr.W RZt �u:E �� KrEF':�Ytc tu
t� �r.nuurr c.•w�cr) �oa �.c aw.vm c w,.uwiou
CHANNEL C
L.i,i' �..4p !TM ,. � M
'I i i � �
t�
I i I � i
I �.•��
� , ,��
I (C � 'G�I[� l '
�y `
_ J�� _ � � Cf 9WS �i
a� ` l(.j � YGrt 1 \
y _ r
'F Y. _ _ __ .. ,- . ?�'� S'�
� . ..` - �
�_
� i �� �
W ' �7#.D GtiOE � Wi1R � � �
� 100 TR HGL � J `� �
J` � , _ �� - '- . '_— --
.,:�
�
���^DfiD Ca/.i�
r • � I
� �„� --- -: �f I � ! `
� �—+ f J i•L .+ a� s,3
I � ONO�'A.� SfOFM-
+a. � w.+. sa:
,��- ,.
- , �
I �
^ � I � :. � T ! ��
. , , , y
a �
� n
O
N �
� v
9
O
'L
m
0 7P W BO �
-� �
noPaaEcr Ho �osvas }
: wiu-ozooa��-iosses-m�bas a
x-zvn
w�vsco uo esv n
Q'
R' ^" 1' �C�v �
M.,G.di.. �...h,n.. v;
aeNCHMnaKs� 3
SOVARE CUT ON WEST END Df AN INLEf, 4
SDUTH SIDE OF ROLLING HILLS DRIVE, ¢
FiqST INLET WEST DF CHAPIN SCHOOL
ROAD ELEV Bo0 16 Z
'X" IN SOUARE CUT ON AT THE 6ACK �/ �
THE i0P OF GURB LOCATED DN THE
SOl1TH SIDE OF LOIA ROAD
APPZO%IMATELV J00 �EEf WESi OF THE
INTERSECTION 0� LDLA RDPD k PANK
ROAD E�[� a�e J9
x" IN SOURRE CUT ON AT THE fl�CK OF
THE TOP OF GURB LOCATED DN THE
SOU1H SIDE DF PRADERA RDFD Al THE
SOUTHWESi CORNER OF THE
INTERSECTION OF PRRDERR ROAD AN�
MDRAOD ROAD ELEV 6�9 ]4
I 8� — — �—
Ii �� � STORM PLAN & PROFILE�� �
II i CHANNEL C
I � V�' ��ANA W�' ST
� ORCHP�RID Wt�Y
� �
CI'T� UI� FORT WOHTH
I � AKH.�\ I COU\TY, TEXAS
� `''" - - �
. . �,, ry wrYL":�':�
... .._ . . U R�'nes
TIF', �
II aso I ,�°
I �� j w1c� �AJ dozs
, •* v' �-tt wu. �ueN.
� ���**xx:s.' do i:.u�
MOPZ - �0
KRT: . �'
� ��E�
44
_ SW or so sHcrrs
845
B40 I�
�s �
� '
y
+�o _
!�'b
�% _
�:
�'
�ZO
✓_� I
t� i �J l
t� I
�,o
. �-� .- -� �
: :�,:,, ��.�
. : .:,
� ,-tr'c�.�� � :l'".>u Vc-c:<
I, . � Y...,..•�„_ 0.�.
^ . . j � _' �-�Swi: T� t�' M1M 'aTiAiiYMTiw
� r n.r ...., r�r'
� � � xsM -��. � ycc
= v.arc+rr.. n� � . -,iir-
� •� �_ � _ L4M � , .� �
t �Y ,r� t.,, :\+. ,. � . ' .S .
h.� f � `:� �„ , � r �. Y � . . �. .. .
'� ' � ��t ¢k `�' f '� �-- _r� 7 ._ �. . _ _.
,..... �� � L ��
_'�:f � . .��I��L . � ����.C.� O
I ti,, . .. 1 -_ `�..-'=' � � •.; ' �.l�• � _-_.'L .., — _ ' — O
, � " � �—. c`� L �� y i ', - .�,"_` . �
_ I ` ' _ 7 ` Y__���.,�� _ �
_ ' . _Ca6-� W
/ _ •. . ___ ''Ti__'__"._ _.._.____ .' - �
I I
�. _. .. . )D ' �, � '1
w� snnir�x � � ' � �
��.� iJ!,3 � I �+ �: �
1�4
� r�c_�
� . � CHANNEL� D
���� � ,
S .
1
��� '�g �`y � I
I � �� t�� �
� �� � �i �'� �
I
I
� •� ��- �
� ;c � �ry,+�w . � .M f mh' , �. ,� �
1 �
I __ ,_ ' _� �'—��
� ,��� ��� ~ ~ � a
.� � ��i - .��- + �'�
t �_.-_� �J r�e...on I IW
_ � �z
� ,
I � �_�-.w I� 2NOY','�r+ iY�i � L>,. , i
� I
i I � � 1 �' r. RI � 4II S
� "� . a zi r'
� � � • � �
� ^
N �
CENTERLINE LVRVE OPTR �
� �
CV�' I OfLIA I RADIUS I LENGIN I CHOIip I C-L �
H
C� � "�IODW , 6)01� SBO55'S6E 6fi)6' Z
1�p NINIMIIY
�iF EE90AR�
tP �
[Yp„uG A� yJ �.�
6" 10 �� ,P� ` 6" TOP SOIL
AND SEE�NG
FEOUIFED AND SEf01NG
�: d � REOl11PE0
SfE 1IHLE �qOVIDED DN SHEEf O1 fOP
�Pi4 FpLH XY�MULIC CRO55-SFC110N
NPICAL CHANNEL SECTION
Ni5
�
0
i�
�
o zo w �� �
4� I
�Itt VRDJECT NO 1059B9 Q
iD ]Olta Di004]t �p59B9-E0�6&5 3
x-za.zx
NWSCD NO 95V n
� w.�,�....�.t�cto.�. �
, C.����N: 4i �
BENCHNARKS� �.
SOURRE CUT ON WEST END OF AN INLEf, �
SDUTH SI�E OF R�LLING MILLS DRNE,
FIRST INLET WESr OF CHAPIN SCHOOL �
ROA� ELEV BW I6 �
W
'X" IN SOUARE CUT ON AT THE BACK OF�
THE TOP OF GURB LOCATEO �N iHE
SOl1TH SIDE 0� LDIA ROAO
APPRD%IMA7ELV J�0 FEEf WEST Of THE
INTERSECTION OF LOLA ROAD k BANK
RORD E�N e�e J0
%" IN SOU�RE CU1 ON AT THE BACK OF
THE TOP OF CURB LOLATED ON THE
SOUTH SIDE DF PRqDERA RQ4D A7 THE
SOUTHWESi CORNER OF THE
iNTERSECTION DF PRADERA R�A� AN�
MDRr1DD RDAD ELEV B]i Ja
�
B45 I
. .,... III
B� STORM PLAN & PROFILE V
CHA?1NEL D
� VENTANA WEST
ORCHA�ID WAY
aae
CITY (1� FORT WORTH
f AItNA� I' COUYTY, TEXAS
�� ��irta�ry �one46Y6�
•-� •�- . � FRN-F-t3B6
.� V�'N:iC O
,�l1'
� - YSC+ �$i�bA,
., y �/.In SCA�.�
eis�� � �'.
Nopz: - so'
t� �. ].i. VERT: • . q
T4S�
45
_B10 or se s�rrs
�o
S �te..��
� 9 Fa � �;.�
�:.�, �
6" iDG SOIL
NNO SEEDINL i 6' NP SDII
FEOUIFED ,� � SEE�iNG
�..F_v. PEOUIPE�
�
SCC 1�BLE PRMIDE� Ou sHEfT 4i fDR
M1A A� E1CH X19RAULIL CRO55-SECTION
TYPICAL CHANNEL SECTION
Ni5
f:Lt
390
B43
:
�
rg�p
�
i%835
}:
1
.S'..�3
�
T�F
��
�r
;�To
��: a
i�+srnu � F , s*. r.naw �o 00 �
� v�.vnxql 'n' or+r Aica�v f+r �r�.0 wK
DEEP) PEA NCICOG , _p�_p � � H{��µy
IFPGLIN I SGEGIiIG110NSB03J �
MAINTENANGE � INSi�LL F9 ST ttaE
FGREEMENT I DRv iPMp (tY' �I� y'wM��'I�EY31
� ' OfEP) pER NRroC �
SPECiFIGTIDNS BOJ]
0 BF CONS RUCIED �.i�
�RII�NAut�iE r�~1F�C� �
` llir � -
� - � � . 'i, � � _
+ - _- --• _ _- - � �- 7 �- L 1 � ir ' "
� �— _ - — J:G= � �-�., - — . =ti���; _, ��: .
� —_',`+ — — '� y[+�wrki10 . _ _ ---i,. '� ' . —'`'" �_
� � � �—.,.��--.' ' _ � � 'f/ � . � /
�_ ': M .Cw:'F.Cit= '� � .r l.
2 , . — •_ . - ' w,�•uu .�.n P.�sc �c . . , ..
r----`+'--.. .., . ; .. ___ i -�•-rce:er.u.•ew..nueu._. .. . . ,i 1'
� I � I � I � , I.. I I {'f� ..
� l , n
34 � 8 F e � � � � S � � .. � ,,
— R(�CA l0 'v£f1 r_
�GR MY'�nri 4��niili q .Jk�v�n�i�n
•� �
�!
V�
�f
� pL
..� �T� CoHry-pA-�NNEL D .. o
/ � F 1 ,
_ i ! �
i 1 I "� � ..,.� :,.�
«..��,r� .� _: ; , � . �
I ,, _ _ ' � �_"-� �, i , _ f
I I �
i / �
� _ i
-o. � -� j ' I
�,* - ��m .. .�, -
�� . �n,� T L � " " . ` �
�_ � ; l j �_.
_ - _ � - `�� -- -�— �- I'_" - � - ----- - , � I
�
, . � w ax I x�xie e* rw� � `�I� �� �_ i
- $ ,
. o : '�� � �I
a
s
a
�
� I
�
0
N o
� �
�
i�
�Z
I�
� 'i °° I
�in vawEcl Ho iosees Q
no wn. ozooa�-iosses-coicas 3
%2B4i2
SCO NO BSV �
T
� Q
C.Jlu.�u.��w.�.w� N
BENCHM�RKS� �
SOUARE CUT ON WEST END DF AN MIEf, �
SDUTH SI�E OF ROLLiNG HILLS DRIVE, C
FIRST INLEf WEST pF CHAPIN SCHOOL
ROAD. ELEV 80016 2
Gr
"%" IN SOUARE CUT ON nT THE H4CK �: }
THE i0P OF CURB LOCATED DN THE �
SOUTH SIDE OF LDU ROnD
APPRO%IM4TELY J00 FEET WEST OF THE
IMERSECTIDN OF LOIA RDAD k 90NK
ROAD ELFV p]p J6
"%' i� S9JAZ CVt ON RT THE BACK LK
THE !O�' 0' C�NB .Lf11-D Ok in
SOUTH SIDE D� WN)ER4 4�' Ai i.4�
SOUTHWEST :Cii:E4 Qr 'iQ
IMERSECTIDN OF bRFOiNA RS�D qN�
MDRAOD ROAD ELEV B'/4 S4
a�s _ II
GS
-- .—_.— ..._ .. __��_
_ � „�.5n
� STORM PLAN & PROFILE
CHANNEL D
I 843
VEI�TANA WEST
ORC�-TARD WAY
B� ( Ii1 (7f FORT WOR7H
I:UtHA\ f COU\TY, TE%AS
B7_�
�e. L.�
'..�f " „ . +...�uc�r� I
... .,. , . .,.�;r
� wn ccr io
Nreao-om
: /�'7�' : f!'16� r4. mx
_�_� � a� ��
.U�, n.. �„
azs�,C� �',. E
MOR2: 1 - ;'
. n ...� VERT: 1- �
SH[�
46
B20 v m vwr�s I
i
�
�
�
��
Z�
�[
:S
�
t}
k
J�
iF
M ex i-�'.��Y�._�i;�A�
_�..,,".. , �,,.��..� r�.�o�.�g�� w�,,,SC �....,..r �i— �.r�..
�_,1� -. ��
y� � � I ".-:�� I ��"� '�'w: �
l' _ � � i �
.,�i ,.,:� � .... o.Y.� I I � _� _.,.. _ ,. jp�—yI� —_,_ , ' 1 � „;,,.
w�� �4�v �'1' awx. r�� m� I{ I' I �� I � v•�
, I-� r I I���I w��4�'r�" w•
..�.�' �� �..c '^' � .. �_! �''�`!^ �..�.
�,� y-,:� -' - - -_ ��.w�-. `��. w
.00� � .... - . 1....I ..u..w'w r ' o...xo.oa Win�.�
/'1 ..�rim
DRAIL q
3� OS 10-D40J EMBEDMENT FDR STORM
onAll A SEWER CONCFEfE BO% ALL SIZES
3] 05 1�-�402 EMBEDMEM FOR RCP
STORM SEV/ER ALL SiZES
I••r.� ' � • L. , r~ �m r...o.,.
, � �' ::�.� = _� . � ._,-.,.
- � � � �-. . wa,A�_
_ J' C�I.�..ti
� ti �� - , �l�r � s.�
� °�°-,m_,,, �e, �-'l. � � � �"' ., a��
.-��- i =..�._ _. .s.._
w� �, i; "''"� r, i r -- �_�-
—"" _- �' '��--�-��{— — i� ; — - �=; � a . .,
3 `1- -���� jjj���'''
w ,�'t�� �� r r�
s:� :� •� � ��, `� �� t r T
.r�-� � -r�'z � T � ��
Y �.��:E��} I�- �._ _�..�. _. T . _ �, �-�.�.
I ff ffLVfdL9
_� Il��
� ti::5.... L4
�a
� n..cFwRrwamirow REVISE0:8/092�3
STANDARD 4' S�UARE � 33 49 10-0409
JUNCTION BOX
..,._� ,���! �.. ..., l 9` ���`_=�� �-
�T �{I _. �;
�� �F� .,� .�
�'���� Y• I 1 I .. ...
�a�{o��' � C nT 'I k I `�• o�.......
�.... •v. �•l y___' I I���� �r
rw�� y ,�„�„�� � „ �,,. ........
P1E4�1EW
�_�����
�� �
�\�-� -� �
�� � ;
1�----- �
s�e
.�
, s..,..m.. �� � \`
� � m�r �..�. .w J en u �w;
d�0
�'�
�
:� `-J�_��siS� �''[� rrr
� ��
n��� .. �.ri�mn r..e.
I� I STANDARSHEET OF 2 N��` � 4� 2�� 5
�...�.. .,� Tl\+�.-.!`�,...,....... ......'-
. ` �''i ��f��rr..• �
_ _ ;"°� �- _,/I:_ �'r'�......_ .r.r�,
.. ,� �+.
_......-� ,�- '}Y�I�^ �..�..,
., l�. �,. ..� _. �.
.���,a" B`, �... ��
�r�
�.. � .„.
enqs c : o�;a.)
eaqs E�In7
au+ n�
. ����
BARS G './1� B�5 M �M)
II,. �„n a� I�' r w, .�I
BnFS G(Hi I BNPS NpIN)
I� I STAN�ARgDH ET OF 2��N��i 33u48 2 DO- 405
�
C
�
a
z
m
0
�
CRI PRWfR NO 105989 �
FlD: ]Ott�-020WJt-ip59B9-0016B5 .z
M-Z��Y]
+�:C6 �Y.` qu �
�
a
: ,�
. • . . U
�
u..., n:.i -6rlay.. � o
C.JIu.iM���,.��.. �
�
w
BENCHM�RKS� 3
SOUARE CUi ON WEST END OF AN INLEi, Z
SOUTH SIDE DF ROLLING HILLS DRNE,
FIRST INLET WEST DG CHAPIN SCHOOL a
ROAD ELEV BW 16 Z
W
'%" IN SpUARE CUT ON 4T THE B>CK OF �
TNE ipP OF CURB LOCATE� ON THE
SOUTH SIDE DF LOLA ROAD
APPRDXIM4TElV 3DD fEET WEST OG THE
IMERSEC7IDN OG LOIA ROAD k BRNK
ROAD ELEV BJEJO
%" IN SOUARE CUT ON AT THE BACK OF
THE TOP Of CURB LOCATED DN THE
SOU7H SIDE DF ppqDERA RDAD Al THE
SOUTHWESI CORNER Of THE
INTERSECTION OF PR4DERA ROAD AND
MDRADO ROAD ELEV B�9 Ja
—�;-.
I• STORM DETAILS
VEllT'I'ANA WEST
ORCHARID WAY
CITV OF FURT WORTH
TARRAITCOUVTY,TEXAS
��� �
fi06JMMCanVal mreaw �o246B6t10]i0
s�awo
o.re,*.ne>uos FaH-c-•�es
wn PRO%C 0
,:�Y'�' ' _ uie.c-a++i
Y _!_1 p�1C �Ai 19]1
•�^ • ocsicw: �u
��'.' _ `�,1 � oPAwu:SCALN W
NORZ /A
m .. ..n vcm� Nin
SHEET
a� so2s�c[+s
s
�
.F
t'$
�r
1 c.
§5
F;
i`
::
u
��•�� �a i•-i
�` �! r -�— ��
j���!i'. --
i • .' "{
'Y� `w __ � ��..
�.—���;-I ��
��� � rr=�`; -- —
�^ � _
�:��" + y �
W'r.'� t�'�'I� ��~ ,w��...m, —
��� � . _ . .
,:- .t -� �,—,�. ,_--
_ � . „ -
xl `�
'4mCkA ♦.iu.
� —'
_. _ y �
�
,!f r � r,(�.`e.
rt — ✓'
1 I '
--1-r..
� . � L ,��
4 _.�� +-+ i
�! -�-��'�
..�� y��:d��.
I�I ST JUNCTIONB�O RE i 33 870-D 10
"X ..^. �� .-� ^ ...
��.�. _._ ���.. � I .
! �
I
. � I � II � ( � I + � , . .
, � I i � � /� f•l Ay • f,
I II _
��t� ' r` -� y « i + � '� �I� � .. •I - � � � ^ 1
;�^�` ���-J j �J �� �.� " . �.
� , . ��...-. � 1 �i"�j"�"�'� . � ' y,-,•�
��_.� ` u _ I �I � I � ' I . T"•__'� "��
L `___ _' _ .. ," _ _, __--F-t�-7-- t-- +
-- —�. :: „r�.:.w � .�r._, .
— — �� �,. _.::� :� ;;-..� .�,.. �L� --� . ; — ^ 1 :; =�=.�::. -._:W"_,,...
�.I�° � �.
, _. � ; r . _. , ; F �, �, .. ...,e� .,... -
. `r . - � . . v,.�.�._ �
_, i� . .. ,.�,_._, ,.w . �a,..
�' " �i� r � r ' �_ � ` ��, ...� .�_��^: __
� �;r �� —, d.W. ,, d�.,�.. _.__ ..
-= '��-;;1-= Y .�..,.�� _...�.,,.�A,-:
...._.... 5� ..��, r..,,.,.,_ .._,.��....._.
I RTwORT I cmoFFaxrwo�.�us._... I nenamowo-aor
STANDARD DROP INLET i 3349 20-D408
WITH LID
,�.�-
�m�.,,.m w ,Vj
. . ,�•�r--+--+.
� ,, � � �
54`=. � �
�F I
J/,/ a I
—,`Y+ff�� �c�—
i� �
'+. I �"'_.� .
-� a:� �<+_,
� r�. �,�� :�
-+�--�� r t+--+—
v' l� . r yr: i
�� �
7�-----i'"f=�` --�C-t-�
,,,�,J ......e.w '�+.� `�N�
�� � f I '� �J u ` v
f i ��11 i�Iii� � -�
.,..�_�� �/'�`
.� - :�T.
�...� SLAB�LEYARCd+ �����
CRY OF FORT WORTH, TFXA9 REVISEO 0�6Y021
� I TYPICAL MANHOLE I ` 33 49 10-047 5
t PIPE PENETRATION
� A
t
� _. ex �
� I
P.l<N
_.o..�.. _sh
r
�r��
�—
�
i �
� �,
I liL. , I CT' OF FOR� MIORiM, T*ee
iRJ
MANHOLE STEPS
RENpE9pF]W10}t
33 49 10-D4�4
c
�
z
m
�
CM PR0.1fCT NO 105989 G
no wii�-ozoow�i-iosses-eo�ms �
x-xeazz
wrsco r�o ew r,
C
i �
fl
w�b,�.n.i.bclaw.
Cdii„i�.�...�.w N
— w
BENCHMARKS: 3
SOUARE CUT ON WEST EN� OF AN INLET, Z
souTH sme oF reouiNc nius oaivE. Q
FIRST INLEf WESr OF CHAPIN SCHOOL �
RWD ELFv 90�t6 Z
W
"%" IN SOURRE CUT ON AT THE H4CK OF �
THE TOP OF CURB LOGTED ON THE
SOUTH SIDE DF LOLA ROAD
APPROXIM�TELY 30� FEET WEST OF THE
INTERSECTION OF LOW RORD k H4NK
ROAD FLEV B)B ]6
-%" IN SOUARE CUT ON AT THE BACK OF
THE TOP OF CURB LOC�TE� ON THE
SOUIH SIDE OF PRAOERA ROAD AT THE
SOUTHWEST CORNER OF THE
IMERSECTION OF PRA�ERA RDAD AND
MORA00 ROAD ELEV B�6 J4
- -.'�I'- _ . ...
� � ._
"-" . �I.� ......�_'— - ' '"
STOR.�I DETAILS
VEll�TANA WEST
ORCHARD WAY
C1TY OF FOR7 WORTH
rnnxnxT couvrv, �rexns
��� ��
506]MrMCon maway �nomC69621.0�t0
S�iro100
OeW Tau ISlO6 FPN-F13%
un Pnaccr io
�/�^�, rrteao-ont
•`•,`/ 7C �: uir Y wr m»
��± + ; ox�wN:__-� ...
��_ w i.+ sc.LLc
XOPZ: N/A
� r, a�n VEfR: /�
S+ir
53
or a. s�an
6
�
s
d
S�
i,i
��
�2
43
(n
�j
��
- a:v .. , ..r
a �� � : ; , _..,
��.. �._
;�- —..
. . . �J.-� .' .
-#'�-�
�.�+ �
�:�L
. .� .— _ ��. . �R.
_ T _ _ �.. .. V.�. _ . .. . f
..... . � ,
�[tl p�ry� I QT'OF FORT WORTH, TExAS I REVISED 0630-R021
T�Vn�r� �
CONCRETEPIPECOLLAR I 33471D-D416
-- w ,�
� . . .,
__; `Lri
_"°—� :
� ���_�
. :.t.<..
' --.-��^.�.
�_i-��
i.
�i£ ��
IS
CN1. �� �''�?
� R 5r P ,�
�i�;�„�pFw raxur :h'P..M.t�
� �`,
a y,
. �I
��' \
� :; . -
��;
-i'�
�i,'4i "__'
VIA\ ul�w — i�e^�s �l-
�'�
Ir_..__.._
_ - lG'24
�Y �.�w� �� �
�pt+r:� f attw -�
:�;�.r.,.-w.,.�...,
� �-� ^,�i� 3�ww
', ��.. � nx. �w .r.... rw.ra��
'i-"'!r/Jl!/lvci'J/ . -� j �
����. �� ` .�_ �� wN �_ �h - . i=
_ i
._..i . ���w.,,� � , ..
� `y M�� � � .a�
ca.�4nr�_wErtA �� _� _ �r_ _I — •
py� CITT OF FORT WORTN, TE%A9 pENSEO: WOBRO�i
STORM DRASN
�"�`� MANHOLGE F�R �IIRE� �gYER AND 33 0513-0477
�
0
p
�
�
0
0
,
Cltt PFWECI NO 105989 Q
rio wna ozow�i-iosses-[msas ;
%38�33
SCO NO BSV n
4
2
I ' ` F U
�
,� .bc;ay. � O
C.dlwr,n ..... . N
BENCHNqRKS� }i
SOUFRE CUT ON WEST END OF AN MLET, Z
SOIITH SIDE OF ROLLING HILLS �RNE,
FIRST INLET WESf OF CHAPIN SCHOOL a
ROA� ELEv eoo lb Z
W
�%" IN SqIIARE CUT ON AT THE H4CK OF �
THE TOP OF CURB LOCATEO ON THE
SOIITH SIDE OF LOIA ROA�
APPRD%IM4TELY JUO fEEf WEST OF THE
IMERSECTION OF LOLA RDA� dc BANK
ROAD ELEV 9)! ]fi
%" IN SOVARE CUT ON AT THE aACK OF
THE TOP OF CURB LOCATED ON THE
SOl1TH SIDE OF PRADERA ROAO AT THE
SOIITHWESr C�RNER OF THE
INTERSECTION OF PRADERA ROAD AN�
MORADO ROAD ELEV B]4 34
I,.
!:
�." —', .
F
STORM UETAILS
v���ANA w�sT
ORC�ARID WAY
CITV OF FORT WORTN
r,�rsnn�Tcou�rv, rexns
Fwar� Cen.l q 1'ialcrpremny �orc<6G�
s�caoo
DeWe Tew 1520fi FRN-F-1]B6
.�.�- a
���;,��.o,��
� ; y... . nr.
1 asc.� �
1� q'f�k i.._aMr:�_
�i`' � cn�N
�F JGf HORz: 5 /a
VEqT; N/A
SXFET
54
0� 5B SHFFTS
Exhibit "C"
CITY OF FORT WORTH STORMWATER FACILITY OPERATION AND
MAINTENANCE PLAN FOE SWALES AND DITCHES
The only responsibility the City of Fort Worth has in the operation and maintenance of this Facility
is inspection.
General Maintenance Procedures
The structural and functional integrity of the facility or facilities described in "Exhibit A" shall be
maintained at all times by removing and preventing drainage interference, obstructions, blockages,
or other adverse effects into or throughout of the entire facility.
Periodic silt removal shall occur when standing water conditions occur or the swale or ditch volume
is reduced by more than 10%. Silt shall be removed and the swale or ditch returned to original lines
and grades shown on the approved engineering plans. In addition, corrective measures are required
any time the facility does not drain completely within 72 hours of cessation of inflow.
**NO STANDING WATER IS ALLOW F.D in a facility designed to convey stormwater during ,
storm inflow, but to be maintained for dry purposes only.
Accumulated litter, sediment, and debris shall be removed and not exceed 6 months of accumulation
or as necessary to maintain proper operation of the facility or facilities. Disposal shall be in
accordance with federal, state and local regulations.
The facility or facilities as described in "Exhibit A" shall be mowed monthly at the minimum,
between the months of April and October or anytime vegetation exceeds 12-inches in height.
To prevent debris from entering and clogging the downstream outfall structure a wire mesh screen
or similar screening device shall be installed over or around the structure until final acceptance.
Pre�entive Maintenance and Inspection
• Visual inspections of all components will be conducted every 6 months.
• A log shall be kept of all maintenance actions, and inspections. The log should document
the condition of the facility or facilities primary components, mowing, silt, litter and debris
removal dates.
• Written maintenance and repair records shall be maintained by the party or parties
signing the attached Agreement and shall be provided to the City upon request.
FORTWORTH
" EXHIBIT D"
STORMWATER SWALE AND DITCH FACILITY MAINTENANCE CHECKLIST
FREQUENT INSPECTION
Inspection Item:
Date:
Repairs Required:
Repairs Made:
Remove: Trash and
Debris
Remove: Grass
Clippings, Leaves, Etc.
MINOR INSPECTION:
Inspection Item:
Date:
Repairs Required:
Repairs Made:
Overall Condition of
Facility
Amount of Silt within
the Facility
Amount of Ponded
Water within the
Facility
MAJOR INSPECTION:
Inspection Item:
Evidence of Cracks or
Missing Concrete
within the Facility
Evidence of
subsidence around or
within the facility
Evidence of Roots,
shrubs, or trees
Infiltrating the Facility
o-�
Fort Warth
Stormwater
Management
Notes:
Notes:
Notes:
Date:
Repairs Required
Repairs Made:
F�RT��RTHo
City Secretary's Office
Contract Routing & Transmittal Slip
Contractor's Name: Highland Homes-Dallas, LLC
SUbJeCt Of tlle f�greerilerit: Two Drainage Channels Maintenance Agreement needed for new construction
M&C Approved by the Council? * Yes ❑ No ❑✓
If �so, the M&C must be attached to the contract.
Is this an Amendment to an Existing contract? Yes ❑ No ❑✓
If �so, provide the original contract number and the amendment number.
Is the Contract "PermanenY'? *Yes 0 No ❑
If �unsure, see back page for permanent contract listing.
Is this entire contract Confidential? *Yes ❑ No ❑✓ If only specific information is
Confidential, please list what information is Confidential and the page it is located.
Effective Date: Expiration Date:
If different from the approval date. If applicable.
Is a 1295 Form required? * Yes ❑ No ❑✓
*If �so, please ensure it is attached to the approving M&C or attached to the contract.
Project Number: Ifapplicable. SWFMA-25-0078
*Did you include a Text field on the contract to add the City Secretary Contract (CSC)
number? Yes ❑✓ No ❑
Contracts need to be routed for CSO processin� in the followin� order:
1. Katherine Cenicola (Approver)
2. Jannette S. Goodall (Signer)
3. Allison Tidwell (Form Filler)
*Indicates the information is required and if the information is not provided, the contract will be
returned to the department.