HomeMy WebLinkAboutContract 62006Date Received: 9/18/2024 Permit No.: SWFMA-24-0033
Time Received:
11:42 a.m.
City Secretary No.:
62006
STORMWATER FACILITY
MAINTENANCE AGREEMENT
THIS AGREEMENT, made and entered into this day 18th of September
20 24 , by and between KLLB AIV LLC, a Delaware limited liability company,
hereinafter referred to as "Landowner", the Northpointe Residential Communitv, Inc.,
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 tract
of land situated in the D.F. McCarty Survey, Abstract No. 1079, Tarrant County, Texas
according to the deed recorded in Document No. D222052099, Deed 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 Northpointe West Phase 4 hereinafter
called the "Plan", which is expressly made a part hereof, as approved or to be approved by
the City and the Landowner and Association provides for management of Stormwater 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 Stormwater Management Facilities be constructed and maintained
on a portion of the Property; and
WHEREAS, the City requires that on -site Stormwater Management Facilities
("Facility") as shown on the Plan be constructed and adequately maintained by the
OFFICIAL RECORD
STORMWATER FACILITY MAINTENANCE AGREEMENT CITY SECRETARY 1
Rev. 03/01/2022 BN
FT. WORTH, TX
Landowner, its successors and assigns, including Association, the location and dimensions
of which is shown and more particularly described by metes and bounds in the attached
Exhibit "A" ("Facility Property"); and
WHEREAS, Landowner agrees to convey the Facility Property to the Association
and the Association agrees to accept the Property where the Stormwater Facility is located.
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:
1. The Landowner and Association, its successors and assigns, shall adequately
construct and maintain the on -site Stormwater Management 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 Stormwater
Facility includes all pipes, channels or other conveyances built to convey
stormwater to the facility, as well as all structures, improvements, and vegetation
provided to control the quantity and quality of the stormwater. Adequate
maintenance is herein defined as good working condition so that these facilities
are performing their design functions. The Stormwater 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 assure safe and proper functioning of the Facility. The inspection
shall cover the entire Facilities, 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.
STORMWATER FACILITY MAINTENANCE AGREEMENT 2
Rev. 03/01/2022 BN
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, 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 the Association, its successors and assigns, fails
to maintain the Facility in good working condition as specified herein, the City,
its authorized agents and employees, may enter upon the Facility Property and
take whatever steps 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, such
obligation is Landowner's.
5. The Landowner and the 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 or the Association. Such lien shall be perfected by
filing in the office of the County Clerk of Tarrant County, Texas an affidavit
identifying the property to be charged with such lien, stating the amount thereof,
and making reference to this Agreement.
STORMWATER FACILITY MAINTENANCE AGREEMENT 3
Rev. 03/01/2022 BN
6. This Agreement imposes no liability of any kind whatsoever on the City. THE
LANDOWNER AND ASSOCIATION 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
AGAINST ALL COSTS, EXPENSES, LOSSES, DAMAGES, CLAIMS OR
CAUSES OF ACTION WHATSOEVER ARISING, OR WHICH MIGHT
ARISE, FROM THE FAILURE OF LANDOWNER OR ANY FUTURE
OWNERS OF THE FACILITY PROPERTY TO MAINTAIN THE
FACILITY, INCLUDING, BUT NOT LIMITED TO THE BED AND
BANKS OF THE DETENTION POND; ANY DAMAGES CAUSED TO
PERSON OR PROPERTY DUE TO (1) FLOODING OF THE POND AND
ITS BANKS, (2) SLOPE FAILURE OF THE BANKS OF THE POND, OR
(3) FAILURE OF THE POND OR ITS BANKS TO OPERATE IN A
MANNER CONSISTENT WITH CITY OF FORT WORTH CRITERIA;
OR FAILURE TO PERFORM ANY OTHER DUTIES OR
OBLIGATIONS HEREUNDER.
7. Landowner and Association covenants and agrees that no habitable building
shall be erected within the boundaries of the Property in which the Facility is
located as outlined on Exhibit "A" but this paragraph shall not preclude
construction of other improvements within the boundaries of the Property in
which the Facility is located, which do not impede drainage. Landowner and
Association covenants and agrees that no habitable building shall be erected on
the above property abutting such boundaries of the Property in which is Facility
is located, 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 100year frequency flood.
8. This Agreement shall be recorded among the land records of Tarrant County,
Texas, shall constitute a covenant running with the land, and shall be binding on
STORMWATER FACILITY MAINTENANCE AGREEMENT 4
Rev. 03/01/2022 BN
the Landowner, its administrators, executors, assigns, heirs and any other
successors in interests, including any property owners association.
9. Notwithstanding anything to the contrary contained or implied elsewhere herein,
it is expressly agreed and understood that the liabilities, indemnities and
obligations of KLLB AIV LLC as Landowner hereunder shall expire and be of
no further force or effect upon the transfer ("Transfer") by KLLB AIV LLC to
the Association of legal title to the Facility Property, save and except for any
liabilities, indemnities and obligations of KLLB AIV LLC as Landowner
hereunder which have accrued and are due, payable and/or performable as of the
date of the Transfer and which shall expressly survive the Transfer.
[REMAINDER OF THIS PAGE LEFT INTENTIONALLY BLANK]
STORMWATER FACILITY MAINTENANCE AGREEMENT cJ
Rev. 03/01/2022 BN
Executed this 18th day of September
CITY OF FORT WORTH
Dana Burandoff
Dana Burghdoff (Sep 1 , 202417:34 CDT)
Dana Burghdoff
Assistant City Manager
City of Fort Worth
Date: 11 ► C;0ZL1
Approved as to Form and Legality:
Digitally signed by Matt Murray
Matt Murray
Date: 2024.09.11 21:01:26
05'00'
Matthew Murray
Sr. Assistant City Attorney
City Atto►ney's Office
Date: Sep 11, 2024
ATTEST:
STORMWAT✓;R FACILITY MAINTENANCE AGREEMENT
Rev. 03/01/2022 BN
p p FORT°a
lannette S. Goodall�O9
�o
City Secretary
Pao o=o
09/18/2024
d��Il nEXp?o4p
Date:
20 24
LANDOWNER
KLLB AIV LLC,
a Delaware limited liability company
By: Nathan Holt
Its: Authorized Signatory
Date:
ASSOCIATION
Northpointe Residential Community, Inc.
By: Kyle Dickerson
Its: President
Date: S'- Z.z • 2V
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.
Rebecca Owen (Sep 13, 2024 12:06 CDT)
Rebecca Owen
Planning Manager
Date: m , ck'aly
OFFICIAL RECORD
CITY SECRETARY
FT. WORTH, TX
n
Executed this day of
CITY OF FORT WORTH
Dana Burghdoff
Assistant City Manager
City of Fort Worth
Date:
Approved as to Form and Legality:
Matthew Murray
Sr. Assistant City Attorney
City Attorney's Office
Date:
ATTEST:
Jannette S. Goodall
City Secretary
Date:
20
LANDOWNER
KLLB AIV LLC,
a Delaware limited liability company
t `r!; J
By: Tricia Tiernan
Its: Authorized Signatory
Date: L1 � 3c72Lj
ASSOCIATION
Northpointe Residential Community, Inc.
By: Kyle Dickerson
Its: 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.
Rebecca Owen
Planning Manager
Date:
STORMWATER FACILITY MAINTENANCE AGREEMENT 6
Rev. 03/01/2022 BN
STATE OF TEXAS §
COUNTY OF TARRANT §
This instrument was acknowledged before me on S-er)fMj*v 17,Qb�,4 by Dana
Burghdoff, Assistant City Manager of the City of FodWorth, on behalf of the City of Fort
Worth,
0011#1" BROOKE BONNELL
� 1 ..,
�. �s NotsrY Publlo, State of Texa•
. Comm. Expires 10-11-2026
Notary ID 134009525
LANDOWNER
STATE OF ARIZONA
COUNTY OF MARICOPA
Notary Public, State of Texas
0
BEFORE ME, the undersigned authority, a Notary Public in and for the State
of Arizona, on this day personally appeared Tricia Tiernan, Authorized Si>natory,
known to me to be the person whose name is subscribed to the foregoing instrument, and
acknowledged to me that she executed the same for the purposes and consideration
therein expressed, as the act and deed of KLLB AIV, LLC, and in the capacity therein stated.
GIVEN UNDER MY HAND AND SEAL OF OFFICE this 4th day of
September, 2024.
JULIE GILLETT
Nolery R,* • slate of Arizona
MARICOPA
E COUNTY
pi es August 05, 20"'
Notary Public, State of Arizona
STORMWATER FACILITY MAINTENANCE AGREEMENT 7
Rev. 03/01/2022 BN
ASSOCIATION
STATE OFF
COUNTY O
This instrument was acknowledged before me onA-�LY-6t� 2by,
Dickerson, President, acting on behalf of the Northpointe Residential Community, Inc.
W
URA LYNN $ALGA00
afY ID i1125169119
xptre Commission Expires
January 18, 2625
Notary Public,
STORMWATER FACILITY MAINTENANCE AGREEMENT 8
Rev. 03/01/2022 BN
EXHIBIT "A"
INSERT LEGAL DESCRIPTION
STORMWATER FACILITY MAINTENANCE AGREEMENT
Rev. 03/01/2022 BN
EXHIBIT "A"
STORM WATER FACILITY MAINTENANCE AGREEMENT
BEING 0.313 ACRES OF LAND SITUATED IN THE D. F. MCCARTY SURVEY, ABSTRACT NO. 1079, CITY OF
FORT WORTH, TARRANT COUNTY, TEXAS, AND BEING A PORTION OF THAT TRACT OF LAND DESCRIBED
TO KLLB AIV LLC BY DEED RECORDED IN COUNTY CLERK FILE NO. D222052099, OFFICIAL PUBLIC
RECORDS, TARRANT COUNTY, TEXAS, AND BEING MORE PARTICULARLY DESCRIBED BY METES AND
BOUNDS AS FOLLOWS:
BEGINNING AT A POINT ON THE NORTH LINE OF SAID KLLB AIV LLC TRACT, SAME BEING THE SOUTH
LINE OF A TRACT OF LAND DESCRIBED TO WILLIAM M. AND CYNDI SEGER BY DEED RECORDED IN
VOLUME 12216, PAGE 206 OF SAID OFFICIAL PUBLIC RECORDS, FROM WHICH A 1-INCH IRON ROD
FOUND FOR THE WEST COMMON CORNER OF SAME TRACTS BEARS NORTH 89'51'24" WEST, A
DISTANCE OF 61.35 FEET;
THENCE SOUTH 89°51'24" EAST, WITH THE NORTH LINE OF SAID KLLB AIV LLC TRACT, A DISTANCE OF
1363.67 FEET, FROM WHICH A 5/8-INCH CAPPED IRON ROD STAMPED "LJA SURVEYING" FOUND FOR
THE SOUTHEAST CORNER OF SAID SEGER TRACT BEARS SOUTH 89°51'24" EAST, A DISTANCE OF 236.09
FEET;
THENCE OVER AND ACROSS SAID KLLB AIV LLC TRACT, THE FOLLOWING COURSES AND DISTANCES:
SOUTH 00'25'36" WEST, A DISTANCE OF 10.00 FEET;
NORTH 89'51'24" WEST, A DISTANCE OF 1363.62 FEET;
NORTH 00'08'36" EAST, A DISTANCE OF 10.00 FEET TO THE POINT OF BEGINNING AND
CONTAINING A CALCULATED AREA OF 0.313 ACRES (13,636 SQ. FEET) OF LAND.
Aaron _. R.P.L.S.
Registered Professional Land Surveyor
Texas Registration No. 6702
LJA Surveying, Inc.
3017 West 7T" Street, Suite 300
Fort Worth, Texas 76126
682-747-0800
TBPELS Firm No. 10194382
OF
�P;•��szf/?E;O' 9�
AARON C. BROWN
..%..... .....5...
6702 —r
aa�o
�tiO.SUR`� 9
Page 1 of 2
S:\NTX-LAND\0204\200SURVEY\230 Legal Descriptions\0204EX21.docx
February 22, 2024
VOL.
WILLIAM M & WILLIAM M & CYNDI SEGER
VOL. 12216, PG. 206
CYNDI SEGER POINT OF O.P.R.T.C.T.
11074, PG. 824 N89°51'24"W BEGINNING
O.P.R.T.C.T. 61.35'
S89'51'24"E
1 "IRF J
(CM) N89'51'24toW
w
w CO
z0(3
� CL U
U
CD w
00 d
o
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a0
J
J
0
1363.67'
CHAPEL HILL WEST LLC
S89°51'24"E C.C.# D218219520
236.09' O.P.R.T.C.T.
5/8"CIRF
_ "LJA SURVEYING"
J
1363°62'\\\\_
0.313 ACRES
(13,636 SO. FEET)
LINE BEARING DISTANCE
L1 S00°25'36"W 10.00'
L2 N00°08'36"E 10.00' y
J�
EGG P� �o
G
KLLB AIV LLC
C.C.# D222052099
O.P.R.T.C.T.
3/4"IRF
(CM)
BOAT CLUB ROAD
(FARM —TO —MARKET 1220)
° (100—FOOT WIDE RIGHT—OF_WAY)
LEGEND
3
x C.C.# COUNTY CLERK'S FILE NO.
IRF IRON ROD FOUND
O.P.R.T.C.T. OFFICIAL PUBLIC RECORDS,
TARRANT COUNTY, TEXAS
(CM) CONTROLLING MONUMENT
i HORIZONTAL DATUM:
THE BEARING BASIS IS GRID NORTH, TEXAS STATE PLANE COORDINATE SYSTEM, NORTH CENTRAL ZONE, NAD83
(NAD83 (2011) EPOCH 2O10), AS DETERMINED BY GPS OBSERVATIONS. ALL DISTANCES SHOWN HEREON ARE
o THE RESULT OF THE APPLICATION OF A COMBINED SCALE FACTOR OF 1.00012.
0
ry
o DATE: 02/22/2024 EXHIBIT "A"
PAGE 2 DRWN BY: S.A.T. STORM WATER FACILITY MAINTENANCE AGREEMENT
a CHKD BY: A.C.B.
D.F. MCCASITUATED IN THE
RTY SURVEY, ABSTRACT NO. 1079
OF 2 PROJ NO. 0204 CITY OF FORT WORTH,
U TARRANT COUNTY, TEXAS
100 0
1 INCH = 100 FT
LJA Surveying, Inc.
3017 West 7th Street
Phone 682.747.0800
Suite 300
Fort Worth, Texas 76107 T.B.P.E.L.S.
Firm No. 10194382
EXHIBIT "A"
STORM WATER FACILITY MAINTENANCE AGREEMENT
BEING 0.165 ACRES OF LAND SITUATED IN THE D. F. MCCARTY SURVEY, ABSTRACT NO. 1079, CITY OF
FORT WORTH, TARRANT COUNTY, TEXAS, AND BEING A PORTION OF THAT TRACT OF LAND DESCRIBED
TO KLLB AIV LLC BY DEED RECORDED IN COUNTY CLERK FILE NO. D222052099, OFFICIAL PUBLIC
RECORDS, TARRANT COUNTY, TEXAS, AND BEING MORE PARTICULARLY DESCRIBED BY METES AND
BOUNDS AS FOLLOWS:
BEGINNING AT A POINT ON THE NORTH LINE OF SAID KLLB AIV LLC TRACT, SAME BEING THE SOUTH
LINE OF A TRACT OF LAND DESCRIBED TO WILLIAM M. AND CYNDI SEGER BY DEED RECORDED IN
VOLUME 12216, PAGE 206 OF SAID OFFICIAL PUBLIC RECORDS, FROM WHICH A 1-INCH IRON ROD
FOUND FOR THE WEST COMMON CORNER OF SAME TRACTS BEARS NORTH 89'51'24" WEST, A
DISTANCE OF 1475.02 FEET;
THENCE SOUTH 89°51'24" EAST, WITH THE SOUTH LINE OF SAID SEGER TRACT, A DISTANCE OF 186.09
FEET TO A 5/8-INCH CAPPED IRON ROD STAMPED "LJA SURVEYING" FOUND FOR THE SOUTH COMMON
CORNER OF SAID SEGAR TRACT AND A TRACT OF LAND DESCRIBED TO CHAPEL HILL WEST LLC BY DEED
RECORDED IN COUNTY CLERK FILE NO. D218219520 OF SAID OFFICIAL PUBLIC RECORDS;
THENCE SOUTH 89°57'46" EAST, WITH THE SOUTH LINE OF SAID CHAPEL HILL WEST TRACT, A DISTANCE
OF 533.86 FEET;
THENCE OVER AND ACROSS SAID KLLB AIV LLC TRACT, THE FOLLOWING COURSES AND DISTANCES:
SOUTH 00°02'14" WEST, A DISTANCE OF 10.00 FEET;
NORTH 89°57'46" WEST, A DISTANCE OF 533.87 FEET;
NORTH 89'51'24" WEST, A DISTANCE OF 186.14 FEET;
NORTH 00'25'36" EAST, A DISTANCE OF 10.00 FEET TO THE POINT OF BEGINNING AND
CONTAINING A CALCULATED AREA OF 0.165 ACRES (7,200 SQ. FEET) OF LAND.
Aaron . Br , R.P.L.S.
Registered Professional Land Surveyor
Texas Registration No. 6702
LJA Surveying, Inc.
3017 West 7T" Street, Suite 300
Fort Worth, Texas 76126
682-747-0800
TBPELS Firm No. 10194382
OF
�P;•��szf/?E;O' 9�
AARON C. BROWN
..%..... .....5...
6702 —r
aa�o
�tiO.SUR`� 9
Page 1 of 2
S:\NTX-LAND\0204\200SURVEY\230 Legal Descriptions\0204EX22.docx
February 22, 2024
.41 W WILLIAM M & CYNDI SEGER
VOL. 12216, PG. 206
U
N 0 N89°51'24"W O.P.R.T.C.T.
a - � 1475.02' POINT OF 5/8"CIRF
z a a BEGINNING "LJA SURVEYING"
S89'51'24"E 186.09' S89'57'46"E
1 "IRF J
w
CD
W 00
to
z a-
� a U
U
0
� J
Q0
J >
J
(CM) N89'51'24"W
186.14'
LINE
L1
L2
CHAPEL HILL WEST LLC
C.C.# D218219520
O.P.R.T.C.T.
533.86'
N89'57'46"W 533.87'
0.165 ACRES
(7,200 SQ. FEET)
BEARING DISTANCE
S00°02' 14"W 10.00'
N00°25'36"E 10.00'
CJ �y 9
KLLB AIV LLC
N C.C.# D222052099
c� O.P.R.T.C.T.
N
M
O
O
3/4"IRF
(CM)
BOAT CLUB ROAD
(FARM—TO—
(1oo-Poor MARKET 1220)
3 LEGEND
WIDE RIGHT-OF-WAY)
x C.C.# COUNTY CLERK'S FILE NO.
IRF IRON ROD FOUND
O.P.R.T.C.T. OFFICIAL PUBLIC RECORDS,
TARRANT COUNTY, TEXAS
(CM) CONTROLLING MONUMENT
i HORIZONTAL DATUM:
THE BEARING BASIS IS GRID NORTH, TEXAS STATE PLANE COORDINATE SYSTEM, NORTH CENTRAL ZONE, NAD83
(NAD83 (2011) EPOCH 2O10), AS DETERMINED BY GPS OBSERVATIONS.
ALL DISTANCES SHOWN HEREON ARE
o THE RESULT OF THE APPLICATION OF A COMBINED SCALE FACTOR OF 1.00012.
0
ry
o DATE: 02/22/2024
EXHIBIT "All
o PAGE 2 DRWN BY: S.A.T. STORM WATER
FACILITY MAINTENANCE AGREEMENT
D.F. MCCASITUATED IN THE
a CHKD BY: A.C.B.
RTY SURVEY, ABSTRACT NO. 1079
OF 2
i PROJ NO. 0204
CITY OF FORT WORTH,
U
TARRANT COUNTY, TEXAS
�GGP� �o
G
P
100 0
1 INCH = 100 FT
LJA Surveying, Inc.
3017 West 7th Street
Phone 682.747.0800
Suite 300
Fort Worth, Texas 76107 T.B.P.E.L.S.
Firm No. 10194382
EXHIBIT "B"
NORTHPOINTE WEST PHASE 1 B CONSTRUCTION PLAN SHEETS:
• GRADING PLAN
• ISWM CONSTRUCTION PLAN
• EROSION CONTROL PLAN
• DRAINAGE AREA MAPS
• STORM DRAIN PLAN & PROFILES
• STORM DRAIN DETAILS
1 12" (N-12) HIGH-DENISTY
11 POLYPROPYLENE PIPE (HOPE) TO CONNECT
Y TO STD 4'X4' DROP INLET
FL = 724.42
IN
33 � 34 5 / \
3�36
3] y <
n n
0 20 40 8o KEY MAP 1 \
1 " = 700'
LEGEND 4'X4' DROP INLET w n\
ONNECT HE
IAT 051 - 30" P
121 SPOT ELEVATION CONSTRUCTED WITH
NORTHPOINTE WEST
FP FINISHED PAD ELEVATION PHASE 4
TO TOP OF CURB
EG EXISTING GROUND
FLOW ARROW GRADING EXTENT
—�
PROPOSED STORM DRAIN SYSTEM
EB EXPOSED BEAM
VG VALLEY GUTTER
PROPOSED RETAINING WALL rS
%0'2a s PROPOSED TOP / BOTTOM OF WALL ELEVATIONS MAX 41
PROPOSED END OF WALL ELEVATION SLOPE ml
DRIVEWAY LOCATION ASSUMED
FOR DESIGN „S
n r
U
ER TO SHEET 5 FOR DIVISION 01-GENERAL REQUIREMENTS
•( •� �• ER TO SHEETS 7 FOR GRADING GENERAL CONSTRUCTION
ES I W
/}�+ NOTES: 5Io � II
Sfl PADS ARE 40'x75' OR 30'+75' UNLESS u
NSIONED OTHERWISE
.HED FLOOR (FF) ELEVATION IS ASSUMED TO BE
ABOVE FINISHED PAD (FP).
LEVATION SHALL BE x 2' ABOVE THE ULTIMATE 100 ,^
X LOODPLUN ELEVATION
MUM EXPOSED BEAM (EB) SHALL BE 0 ]' FROM
W JITUDE OF EXPOSED BEAM MEASURED FROM FP AS
NN ON PLANS. m
SHEET 37 FOR TYPICAL PAD h SCALE OVERBUILD o
TYPICAL FRONT YARD ROUGH GRADING DETAILS n
\ wI I
RALLPORTIONS
1. Y PORTIOTOF PROPOSED RETAINING WALLS 1
INCLUDING FOUNDATIONS, FOOTINGS, ETC SHALL NOT \ a
EXTEND INTO THE RIGHT-OF-WAY
2. THE MAINTENANCE OF RETAINING WALLS SHALL BE THE
RESPONSIBILITY OF THE PROPERTY OWNER ON WHICH `
THE RETAINING WALL IS LOCATED. r
3. RETAINING WALLS GREATER THAN 15" IN HEIGHT REQUIRE
SEPARATE BUILDING PERMITS RETAINING WALLS GREATER
THAN 24' IN HEIGHT REQUIRE PLANS SIGNED AND \�
SEALED BY A LICENSED STATE OF TEXAS STRUCTURAL
OR GEOTECHNICAL ENGINEER
4 SEE SHEET 37 FOR TYPICAL RETAINING WALL DETAILS
AND SIDEYARD GRADING WITH WALL DETAIL
R NOTE: THE CONTRACTOR SHALL CONTACT THE FOLLOWING AT LEAST
S 48 HOURS PRIOR TO EXCAVATING IN THIS AREA:
o FORT WORTH WATER DEPARTMENT 817-392-8296
$ ATMOS GAS 1-800-460-3030
ENERGY TRANSFER GAS 1-E]]-404-2130
TXU ELECTRIC 1-800-242-9113
FORT WORTH TRANSPORTATION/PUEUC WORKS 81]-392-8100
FOR ALL OTHER FACILITIES WWWTEXAS911 ORS OR 1-BDO-545-6005
12" (N-12) HIGH-DENIStt POLYPROPYLENE PIPE (HDPE) STUB
455 LF 12' HOPE FOR FUTURE AIDS INLINE DRAIN WITH STD GRATE 1317 LF OF
1 ARRETOWSSWAEE SEE SHEE( 79 FOR ADS INSTAL LAT ON DETAILS GRADING E%TENTS ®yqE ABLE SLOPEL
\ BSWFMA
OUN ARV
B
MAX Q
SLOPE
302 i�l ■I ■111�1 �� p B6)]
i293 ,96' 313 38 6 38. �\ a] 4)9 \ \ 532
Gf- \�Fr�'! �D�I'36 2 \ o\
9 .3 4 � AB 485c
FyS - CAS IN PL CE
6 72 9 FP- _ - FP MASONRY GRAVITY
ry PE \ 739. 7 .6 RETAINING WALL \
3.1 TYPE A
PE I (TYPE A) � E A) PE ( P ) A E ) I
2 4 :.J ]
0
72 5 2 '-2 s s 3 _ ✓ 0 2 � : s 5,
T
-m
] RI 3-]gl 3'2 40.2
^ T389 m °i - -
PEA f728. IN 73 10 \n io� PA)^\ 0
\ TYPE A PE B
F \ _ o,yy \
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FP- F \J
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E \I\73 3 4 \\�4.9. 1 1F\`C��47 \14\e o.�
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i
LOT GRADING TYPE A LOTALL DRAIry TO OLD_oanlluccl�TN io srREEr a< REAR LOT urvE
NO SAVED OR PROPOSED
TREES ARE WITHIN THE
SWFMA BOUNDARY
R TT�01`
zasx R G4sx RR
H LOT
OA
49 ®o�� ® cw,DiRs a ,osECRErE
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PRO—'�# o d1+ SPNG 4y o�L'- v j1*L L�
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PE (xuaEI SECTION A -A
F� *=
R @ PEE
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EXETI
GRADE I� oFrsnE
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Nz5 DE
GRADE EO� µALL PE( opE)
G
ENE
SLEI I ONS B-B
LOr Y (E12)
GRAGE W PE ( OPE) PXOPOSID NE
SECTION C-C
D
CONTRACTOR SHALL FIELD VERIFY THE
LOCATION AND ELEVATION OF ALL EXISTING
UTILITIES AND NOTIFY THE ENGINEER OF
RECORD OF ANY DISCREPANCIES. CONTRACTOR
SHALL BE RESPONSIBLE FOR PROTECTING
w
EXISTING UTILITIES AND COORDINATING UTILITY
RELOCATIONS WHERE NEEDED
(f)
Q
Itt JECT NO 104932
LL
D. 30114-0200431-104932-E07685
829
M -PRO
3020
SCO NO 032AI
H
n
w
1 ;
LJJ
I�aw wN:rcUelow.
z
B Ilbefore You aq.
d
BE CHMARKS,
S
BM
AT E INTERSECTION OF BOAT CLUB RD AND
O
P K DR 256't EAST OF CENTERLINE BOAT
z
LUB RD. AND 66'2 NORTH CENTERLINE PARK
IN THE SOUTH SIDE OF A CONC BASE TO
A
INGLE POLE T U ELEC TRANSMISSION TOWER
THE SECOND TOWER FROM THE EAST IN A SET
OF FOUR.
ELEV ]90.29]
BM#2
"X" CUT IN CONCRETE STRIP HOUSING THE
TRAFFIC BARRICADE LOCATED ON NORTH SIDE OF
BOAT CLUB ROAD, APPROXIMATELY 49 FEET FROM
CENTERLINE OF BOAT CLUB ROAD, AND ON THE
WEST SIDE OF THE ENTRANCE TO THE BOAT CLUB
ROAD STORAGE FACILITY, SAID POINT BEING
APPROXIMATELY 4 FEET SOUTH OF SOUTHEAST
CORNER OF THE CHAIN LINK FENCE HOUSING
NATURAL GAS APPURTENANCES. BM IS
APPROXIMATELY 1,047 FEET EAST OF THE
INTERSECTION OF CAPE ROYALE DRIVE AND BOAT
CLUB ROAD
ELN 661.60'
BM#3
CUT ON NORTHEAST CORNER OF AN ELECTRIC
VAULT LOCATED AT NORTHEAST CORNER OF THE
INTERS TION OF PARK DRIVE AND BOAT CLUB
ROAD, APPROXIMATELY 46 FEET EAST OF THE
CENTERLINE OF BOAT CLUB ROAD, AND
APPROXIMATELY 61 FEET NORTH OF THE
CENTERLINE OF PARK DRIVE. SAID POINT IS
APPROXIMATELY 66 FEET NORTHEAST OF THE
INTERSECTION OF PARK DRIVE AND BOAT CLUB
ROAD
ELEV 797 44'
_ II
II
II
II
II
_ II
II
DATE µREVISION BY
GRADING PLAN
iel ORTHPOINTE
WEST
1T�,6
1C H ASE `V
CITY OF FORT WORTH
TARRANT COUNTY, TEXAS
WI�O'lf"--�j'�Yq'
6080 . _ ExP ay
suft400
Dallas, Taxas 75206
LIM
PMne 4696210710
FRN-11 OD,
LJA DJCT
NT600-0204PREID
MAR 2024
DESIGN V4MRFASE
DRAWN V4NT 17
gDATE
Ap
VERT: N/A
SHEET
WiG 2O
32
OF 86 SHEETS
34
\\
32
33 /
N
39 5
3�
36
37
/
N
0 zo 40
80 KEY MAP
C
1 " = 700'
w
LEGENDcn
52.3 SPOT ELEVATION
FP FINISHED PAD ELEVATION
= �\
Z
1317 LF OF
CONCRETE CHANNEL
® VA As SLOPE MAX 2:1 SLOPE
)w.
T 23 � 684
5 i.6
F - -
TC TOP OF CURB J \ \
EG EXISTING GROUND
FLOW ARROW
PROPOSED STORM DRAIN SYSTEM Q
EB EXPOSED BEAM
VG VALLEY GUTTER I
PROPOSED RETAINING WALL
x jj PROPOSED TOP / BOTTOM OF WALL ELEVATIONS \40
PROPOSED END OF WALL ELEVATION 0
DRIVEWAY LO—ON ASSUMED
FOR DESIGN
REFER TO SHEET 5 FOR DIVISION 01-GENERAL REOUIREMEMS.
REFER TO SHEETS 7 FOR GRADING GENERAL CONSTRUCHON
MW NOTSNOTES "L.AAANCIIII
PROPOSED RETAINING
PADS ARE 40'x75' OR 30'x75' WALLS INCLUDING FOUNDATIONS, \o
SS DIMENSIONED OTHERWISE. FOOTINGS, ETC. SHALL NOT EXTEND INTO
.HED FLOOR FF ELEVATION IS THE RIGHT-OF-WAY.
( ) 2. THE MAINTENANCE OF RETAINING WALLS
JMED TO BE 1 1' ABOVE FINISHED SHALL BE THE RESPONSIBILITY OF THE
(FP). PROPERTY OWNER ON WHICH THE \
-LEVATION SHALL BE x 2' ABOVE RETAINING WALL IS LOCATED
ULTIMATE 100 YR FLOODPIAIN 3 RETAINING WALLS GREATER THAN 15" IN
CATION HEIGHT REQUIRE SEPARATE BUILDING \ na
MUM EXPOSED BEAM (EB) SHALL PERMITS RETAINING WALLS GREATER THAN
X 37' FROM FP 2a" IN HEIGHT REQUIRE PINS SIGNED
NITUDE OF IXPOSED BEAM AND SEALED BY A LICENSED STATE OF
SURED FROM FP AS SHOWN ON TEXAS STRUCTURAL OR GEOTECHNICAL
w ENGINEER
SHEET 37 FOR TYPICAL PAD & 4 SEE SHEET 37 FOR TYPICAL RETAINING
LE OVERBUILD AND —ILI FRONT WALL DETAILS AND SIDEYARD GRADING
T ROUGH GRADING DETAILS WITH WALL DETAIL
NOTE: THE CONTRACTOR SHALL CONTACT THE FOLLOWING AT LEAST \
48 HOURS PRIOR TO EXCAVATING IN THIS AREA
FORT WORTH WATER DEPARTMENT 61J-392-8296
ATMOS GAS 1-800-460-3030
ENERGY TRANSFER GAS 1-877-404-2730
TXU ELECTRIC 1-800-242-9113
FORT WORTH TRANSPORTATION/PUBLIC WORKS 81 J-392-8100
FOR ALL OTHER FACILITIES — TE%A5811 ORG OR 1-800-545-6005
LOT
IT OR%NA EE BOTH TATING o STREET & REAR LOT LINE
E.
T -] \ TC= O 52 \
i0 7
0
f \ _
6 O \
E ( B
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31 8548
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1
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\ 2.4 75 .
(ttR A) PE A) I�
\ 2
W,
BEGIN VARIABLE
GRADING EXTENTS MAX 4.1 SLOPE WIDTH SECTION
SWFMA / /) t
BOUNDARY ^� $ n
_77.2_. 8 l71.8 JOJ / 68.1 F 6fi�IT` / 622 602 V J.9 584
/[
PLACE 6 / 5'.
MASONRY GRAVITY F = / FP F = W
772 RETAINING WALL 8 7 5 17 8
(ttP i(lYPPE PE )
JI �.F fi: 1 6 :11 51 '
_ 7(� 51
Hy Bi C sa .Ue D 76g./f a71 _] 5J TP, J
, 5 _ a2
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\ 2 gym/
F \ FP= FP
\ M 0.-772-T'—_772 1 772.0 �' 7 766
B) (TYPE B) (TYPE B) (TYPE B) PE B E B)
v
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5� 5/ — T68��0 /
:.] Be S.B B 4 B]� BSJO-
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4 5( 5 6f .1 Sl. �/ 51.3
P= _ FP= FP /" FP��� \
761.1 761.2--�6 4 /i57
(TYP.
_(WPE
4 5
o
7 5
2
Eq 5
M� EET
TC-7
5
� T a
2 .5 1 55 1 5 .5 50.0 64
NO SAVED OR PROPOSED TOP OF
TREES ARE WITHIN THE CONCRETE TRIANGULAR WALL
R
SECTION E-E VARIES B 643%
SWFMA BOUNDARY R 4 m' HOA LOT
R R 4' CONCRETE 110' q' CONCRETE
TtOF CHANNEL 4 —(
WALL --------k III EXISTING
_lot_ 4' CONCRETE R CONCRETE TRkNGUUR (21 M\/ GRADE '\+ FR EBOARD
......111111I CHANNEL SECTION D-D VARIES ® 528R
j (21 MAX) 10' HOA
�17
4" CONCRETE GRAC NG �" H'` PROPOSED
EXISTING GRADE GRADE
1.GRADE ' SECTION EEE CHIDE J FREEBOARD M,!__OFFSITE NOgqi i0 SCALEEF wAI F
OFFSITEBASIN'CE NERINTSPROPOSSLOPE = 6,76%
LOT GRADE LOT 0100 0,70 CFS
SECTION D-D V100 = 4,15 FPS
PROPOSED NOT TO SCALE RETAINING DMAX = 019 Fi
GRADE RETAINING WALL FREEBOARD = 206 R
WALL a� /� f��/� SWAIF FRO DE NUMBER = 2376
BASIN RINi PROPOSED MANNING N=0.019
SLOPE 6 437 GRADE
QI00 = 1 40 CFS
SECTION D-D VI00 = 503 FPs
NOT TO SCALE DMA% 0.27 FT
FREEBOARD = 1 98 FT
FRO DE NUMBER = 2 444
MANNING N-0019 SECTION E-E
NOT TO SCALE
RIPRAPAPERY
SPECIFICATION CAUTIONI-I
CONTRACTOR SHALL FIELD VERIFY THE
LOCATION AND ELEVATION OF ALL EXISTING
\\(I UTILITIES AND NOTIFY THE ENGINEER OF
RECORD OF ANY DISCREPANCIES CONTRACTOR
SHALL BE RESPONSIBLE FOR PROTECTING
EXISTING UTILRIES AND COORDINATING UTILITY
RELOCATIONS WHERE NEEI)-
CON RUE TRMNI
SECTION F-F VARIES ® &47%
TOP OF
R R WALL
4' CONCRETE 10' 11A L
R
VARIABLE MOTH 10 EXISTING VARIABLE VARIABLE
CONCRETE CHANNEL _ GRADE WIDTH WIDTH
(21 MAX) {I
1 1 77' (MIN)
402' (MAX)
FREEBOARD
EXISTING
GRADE RETAINING
WALL
SECTION F-F
PHASE 4 NOT TO SCALE
OFFSITE LOT p
BASIN (oszs�F SwAI F
PROPOSED SLOPE - 10 37%
GRADE Q100 = 1.30 CFS
V100 = 592 FPS
DMAX = 0.49 FF
FREEBOARD (MIN) = 1 77 7FREEBOARD (MAX) = 4 Oz FT
SECTION F-F FROUDE NUMBER = 3.047
NOT TO SCALE MANNING N-0 019
Cltt PROJECT NO 104932
FID, 30114-0200431-104932-EO7685
X-28029
W-S020
MAPSCO NO 032A
Mi
14awrarv:rcUelow.
C. II eomxoY a ..
BENCHMARKS.
BM#1
AT THE INTERSECTION OF BOAT CLUB RD AND
PARK DR 256't EAST OF CENTERLINE BOAT
CLUB RD. AND 56'2 NORTH CENTERLINE PARK
DR IN THE SOUTH SIDE OF A CONC BASE TO A
SINGLE POLE T U ELEC TRANSMISSION TOWER
THE SECOND TOWER FROM THE EAST IN A SET
OF FOUR.
ELEV 790.297
BM#2
"X" CUT IN CONCRETE STRIP HOUSING THE
TRAFFIC BARRICADE LOCATED ON NORTH SIDE OF
BOAT CLUB ROAD, APPROXIMATELY 49 FEET FROM
CENTERLINE OF BOAT CLUB ROAD, AND ON THE
WEST SIDE OF THE ENTRANCE TO THE BOAT CLUB
ROAD STORAGE FACILITY, SAID POINT BEING
APPROXIMATELY 4 FEE SOUTH OF SOUTHEAST
CORNER OF THE CHAIN LINK FENCE HOUSING
NATURAL GAS APPURTENANCES. BM IS
APPROXIMATELY 1,047 FEET EAST OF THE
INTERSECTION OF CAPE ROYALE DRIVE AND BOAT
CLUB ROAD
ELEV 661.60'
BM#3
%" CUT ON NORTHEAST CORNER OF AN ELECTRIC
VAULT LOCATED AT NORTHEAST CORNER OF THE
INTERS TICK OF PARK DRIVE AND BOAT CLUB
ROAD, APPROXIMATELY 46 FEET EAST OF THE
CENTERLINE OF BOAT CLUB ROAD, AND
APPROXIMATELY 61 FEE NORTH OF THE
CENTERLINE OF PARK DRIVE. SAID POINT IS
APPROXIMATELY 66 FEET NORTHEAST OF THE
INTERSECTION OF PARK DRIVE AND BOAT CLUB
ROAD
ELEV 797 44'
I II
I II
I II
I II
II
GATE µREVI510N� BY
GRADING PLAN
NORT .LTC 'i1I TE
WEST
PHASE4 4
CITY OF FORT WORTH
TARRANT COUNTY, TEXAS
���".7TI �'
6080 NOM Ce_ Iessway
6Me400
Dallas, Texas 75206
LIM
PMne 4896210710
FRN-11386
OF
LJA PROJECT ID
NT600-0204
DATE MAR 2024
A
DESIGN VANT EASE
)/
1 jFQ �
IN
DRAWN VAMRF/SE
RUSSELL
...............Ap
VERT: N/A
SHEET
e 20
33
OF 86 SHEEfS
LEGEND
SPOT ELEVATION
M
1 1 1
FlNISHED PAD ELEVATION
TOP OF CURB
EXISTING GROUND
ROW ARROW
PROPOSED STORM DRAIN SYSTEM
EXPOSED BEAM
VALLEY GUTTER
PROPOSED RETAINING WALL
X
PROPOSED TOP OF WALL ELEV
PROPOSED BOTTOM OF WALL FILEW
PROPOSED END OF WALL ELEV.
DRIVEWAY LOCATION ASSUMED
FOR DESIGN
GRADING NOTES.
1 ALL PADS ARE 40'x75' OR 3O'x75'
DIMENSIONED OTHERWISE
2 FINISHED FLOOR (FF) ELEVATION IS
1 ELEVATION!
ABOVE FlNISHED PAD (FP)
3 FF ELEVATION SHALL BE x 2' ABOVI
YR FLOODPLAIN ELEVATION
4 MAXIMUM EXPOSED BEAM (EB) SHAL
FP
5. MAGNITUDE OF EXPOSED BEAM MEA:
SHOWN ON PLANS,
6 SEE SHEET 37 FOR TYPICAL PAD &
AND TYPICAL FRONT YARD ROUGH C
R ALC PO"0115 OF PROPOSED RETAINING WALLS
INCLUDING FOUNDATIONS, FOOTINGS, ETC SHALL NOT
EXTEND INTO THE RIGHT—OF—WAY
2 THE MAINTENANCE OF RETAINING WALLS SHALL BE THE
RESPONSIBILITY OF THE PROPERTY OWNER ON WHICH
o THE RETAINING WALL IS LOCATED.
0 3 RETAINING WALLS GREATER THAN 15" IN HEIGHT REQUIRE
SEPARATE BUILDING PERMITS RETAINING WALLS GREATER
THAN 24" IN HEIGHT REQUIRE PLANS SIGNED AND
SEALED BY A LICENSED STATE OF TEXAS STRUCTURAL
OR GEOTECHNICAL ENGINEER
4, SEE SHEET 37 FOR TYPICAL RETAINING WALL DETAILS
AND SIDEYARD GRADING WITH WALL DETAIL
L FIEL V
` CONTRACTOR SHALL FIELD VERIFY THE
z8 LOCATION AND ELEVATION OF ALL EXISTING
UTILITIES AND NOTIFY THE ENGINEER OF
TR
RECORD OF ANY DISCREPANCIES. CONTRACTOR
SHALL BE RESPONSIBLE FOR PROTECTING
c EXISTING UTILITIES AND COORDINATING UTILITY
mq RELOCATIONS WHERE NEEDED
+g NOTE. THE CONTRACTOR SHALL CONTACT THE FOLLOWING AT LEAST
48 HOURS PRIOR TO EXCAVATING IN THIS AREA
�$ FORT WORTH WATER DEPARTMENT 817-392-8296
ci ATMOS GAS 1-800-460—S.
ENERGY TRANSFER GAS 1—B11-406-2)30
TXU ELECTRIC 1-800-242-9113
1 FORT WORTH TRANSPORTATION/PUBLIC WORKS 81J-392-8100
ou FOR ALL OTHER FACILITIES WWWJEXAS811 ORG OR 1-800-545-6005
10' HOA LOT
_ i # OFFSITE i
PHASE 4 9 42'
\ EXISTING LOT I 4' FREEBOARD
\�`sptA GRADE EXISTING �--y
GRADE I PROPOSED
GRADE Q R
RETAINING (4 1 MAX)
oBurvnGE Bom TO STREET & REAR LOT LINE \ WALL 4" CONCRETE bA.P 4' CONCRETE �10
DING TYPE B 'Y CHANNEL _
(" MAX) 1
\ 4' CONCRETE �( SECTION
CHANNEL\T\ NOT TO SCALE
(41 MAX) FTF AIF OFFSITE PHASE 4
RFARONCR
3 \ BASIN CH—H INT LOT
g \ 1 SLOPE = 5U37%
\4' / GO 00 = 340 CFS � ��` SECTION H—H V100 607 FPS PROGRPDE
` NOT TO SCALE DMAX = 0 38 FT \
FREEBOARD = 9 42 PT
q FRO IS NUMBER = 2.416 EXCRADE ��
°E toeE MANNING N=0019
NO SAVED OR PROPOSED
SECTION G—G
qoT CCRTYPE A TREES ARE WITHIN THE NOT TO SCALE
R E TO STREET SWFMA BOUNDARY
CONCRETE TRIANGULAR R
SECTION G—G VARIES ® 396%
10' HOA LOT
EXISTING
GRADE
2 32'
FREED. —
PROP!.
G
RA DE
4" CONCRETE
(4�1
MAx)
SECTION G—G
NOTSCALE
jp�y7� IN CG—G INT W
HAS _
SLOPE 3.37%
Q100 = 0.40 CFS
V100 = 289 FPS
DMAX 018 FT
FREEBOARD = 232 Fi
FRO DE NUMBER = 1 673
MANNING N=0.019
Cltt PROJECT NO 104932
FID. 30114-02OD431-104932—EO7685
X-28029
W-3020
MAPSCO NO 032A
.." K,low.
CTallNom"o Y—a ...
BENCHMARKS.
BMIt
AT THE INTERSECTION OF BOAT CLUB RD AND
PARK DR 256't EAST OF CENTERLINE BOAT
CLUB RD. AND 66'2 NORTH CENTERLINE PARK
DR IN THE SOUTH SIDE OF A CONC BASE i0 A
SINGLE POLE TO ELEC TRANSMISSION TOWER
THE SECOND TOWER FROM THE EAST IN A SET
OF FOUR.
ELEV 790.297
BM12
"X" CUT IN CONCRETE STRIP HOUSING THE
TRAFFIC BARRICADE LOCATED ON NORTH SIDE OF
BOAT CLUB ROAD, APPROXIMATELY 49 FEET FROM
CENTERLINE OF BOAT CLUB ROAD, AND ON THE
WEST SIDE OF THE ENTRANCE TO THE BOAT CLUB
ROAD STORAGE FACILITY, SAID POINT BEING
APPROXIMATELY 4 FEET SOUTH OF SOUTHEAST
CORNER OF THE CHAIN LINK FENCE HOUSING
NATURAL GAS APPURTENANCES. BM IS
APPROXIMATELY 1,047 FEET EAST OF THE
INTERSECTION OF CAPE ROYALE DRIVE AND BOAT
CLUB ROAD
ELEV 661.60'
BM13
"X" CUT ON NORTHEAST CORNER OF AN ELECTRIC
VAULT LOCATED AT NORTHEAST CORNER OF THE
INTERSECTION OF PARK DRIVE AND BOAT CLUB
ROAD, APPROXIMATELY 46 FEET EAST OF THE
CENTERLINE OF BOAT CLUB ROAD, AND
APPROXIMATELY 61 FEET NORTH OF THE
CENTERLINE OF PARK DRIVE. SAID POINT IS
APPROXIMATELY 66 FEET NORTHEAST OF THE
INTERSECTION OF PARK DRIVE AND BOAT CLUB
ROAD
ELEV 797 44'
DATE REVISION BY
GRADING PLAN
NORTHPOINTE
WEST
PHASE 4
CITY OF FORT WORTH
TARRANT COUNTY, TEXAS
W/?'MM�q.1110'
6060 aM1 n,a EHDressxay
BNIk600
D,11aa,Texas-06
LIM
Pa. 469621 O710
FRN-11388
LJA PROJECT ID
NT600-0204
DATE MAR 2024
A
l.�)2A
DESIGN V4MRFASE
j�Q
DRAWN V4MRE/SE
�����fj$/1'i�
SHEET
20
OF 8645HEE5
EROSION CONTROL MEASURESry MAY ONLv BE PLACED IN FROM OF INLETS.
IN CHANNELS, DRAINAGEWAYS OR BORROW DITCHES AT THE RISK OF
CONTRACTOR CONTRACTOR SHALL REMAIN LIABLE FOR ANY DAMAGE
CAUSED BY THE MEASURES, INCLUDING FLOODING DAMAGE, WHICH MAY
OCCUR DUE TO BLOCKED DRAINAGE AT THE CONCLUSION OF ANY
PROJECT, ALL CHANNELS, DRAINAGEWAYS AND BORROW DITCHES IN THE
WORK ZONE SHALL BE DREDGED OF ANY SEDIMENT GENERATED BY THE
PROJECT OR DEPOSITED AS A RESULT OF EROSION CONTROL MEASURES.
NOTE. THE CONTRACTOR SHALL CONTACT THE FOLLOWING AT LEAST
48 HOURS PRIOR TO EXCAVATING IN THIS AREA
FORT WORTH WATER DEPARTMENT 817-392-8296
ATMOS GAS 1-800-460-3030
ENERGY TRANSFER GAS I-8J]-404-I'll
TXU ELECTRIC 1-800-242-9113
FORT WORTH TRANSPORTATION/PUBLIC WORKS 81 J-392-8100
\ FOR ALL OTHER FACILITIES WWW 7EXA5811 ORO OR 1-800-545-6005
4
INST(CTIONT
6 \
\\ M
`\ \`�\
W
PROTCTION.\�'•..•.a••«••yn
E
*
•
INSTPLL INLET
S�� PROTECTION 6
i \�_
I (ttP)
1
2
INSTALL INLETS • : \= _�
PROTECT 11
i 1
WASHDOWN PREA
x A 9
OIIIIII \6
\ J I NSTALL INLET • • •�
///
I I ••• ••••' ••
PROTECTION
(TYP)
I I
INy•.•�
INTN-L LET
S
/ (ny) 12
I I I/ PROTECTION
IllI I
�TEMATIVE CONSTRUCTION
(/
(
~-� ENTRANCE LOCATION
(SEEI1NOTE �J)
TENTATIVE WASTE
MATERIALS STORAGE LOCATION 1
NOTE p'14) ••
•••
NQ" CTti I I I llM I
1 TOTAL DISTURBED AREA 5480 ACRES
THE PERFORM WEEKLY INSPECTIONS AND A
N•M
..FA
2 DEVELOPER SHALL SWPPP SHALL CONDUCT
RAIN EVENT INSPECTION IF THE Cltt OF FORT WORTH REQUIRES IT.
3 PRIMARY OPERATOR TO LOCATE AND MAINTAIN EQUIPMENT STAGING AREA AND
EQUIPMENT IAYDOWN AREA
LEGEND
4 PRIMARY OPERATOR IS RESPONSIBLE TO SUBMIT THE NOI, UPKEEP AND MAINTAIN THE
CONSTRUCTION SITE IN ACCORDANCE WITH LOCAL. STATE AND FEDERAL REQUIREMENTS
SILT FENCE TO BE INSTALLED PRIOR
TO ANY LAND DISTURBANCE
FOR EROSION AND SEDIMENT CONTROL. (TCEQ TXR150000)
OR INITIAL GRADING
5 PRIMARY OPERATOR SHALL IMMEDIATELY HYDROMULCH ALL DISTURBED AREAS AT THE
e COMPLETION OF ALL GRADING ACTIVITIES WITHIN THE 100 YEAR FLOOD —IN
4* EROSION CONTROL BLANKETS
-
6 IF ANY EARTH MATERIAL IS TRANSPORTED FROM THE CONSTRUCTION SITE, THE
CONTRACTOR
OR RESPONSIBLE FOR MAINTAINING EROSION CONTROL SHALL PROVIDE STREET
CURLEX DEVICES TO BE INSTALLED
AFTER FINAL GRADING AND/OR AFTER
KING A DAILY BASIS. EARTH MATERIAL IS NOT PERMITTED
$ CLEANING ON PUBLIC STREETS
PAVEMENT CONSTRUCTION AND CURB
C
TO ACCUMULATE ON ANY PUBLIC S1REEf5 USE OF WASH WATER TO WASH SEDIMENT
FROM STREETS IS PROHIBITED
BACKFILL
8 J CONSTRUCTION ENTRANCE TO BE DETERMINED BY OWNER.
STONE OVERFLOW STRUCTURES TO BE
INSTALLED PRIOR TO ANY LAND
e S. ALL PARKLAND, RIGHT OF WAY (ROW) CORNER CLIPS, AND TRAFFIC DIVIDERS WILL BE
IT MAINTAINED AND MOWED BY THE CONTRACTOR FOR HIGH GRASS AND WEEDS EVERY 14
DISTURBANCE OR INITIAL GRADE
= oars
PROPOSED FLOW DIRECTION
�8 9 ANY PARKLAND, RIGHT OF WAY (ROW), CORNER CLIPS, AND TRAFFIC DIVIDERS THAT
."v WERE DISTURBED DURING CONSTRUCTIOry WILL BE PUT BACK IN THEIR ORIGINAL STATE
® CONSTRUCTION ENTRANCE/EXIT
OF BETTER.
eY
' 10X 10 CONCRETE WASHOUT
10 IN THE EVENT, GRASS HAS BEEN DISTURBED ON PARKLAND, IN THE RIGHT A WAY,
CORNER CLIPS, OR TRAFFIC DIVIDERS CONTRACTOR WILL RESTORE GRASS GRASS WILL
.g BE ESTABLISHED AT 1001 BY THE CONTRACTOR
20 ROCK RIPRAP
11 FOR PARKIAND, ROWS/ MEDIAN CONTRACTOR WILL USE CLEAN TOP SOIL WITH NO
EEM INLET PROTECTION
i ROCKS TO BACK FILL BEFORE V:VING OF SOD OR HYDRO SEEDING.
ci 12 GRADING TO BE INSPECTED BY HARD AGENT 817-392-5700 PRIOR TO SEEDING OR
WASTE AND MATERIALS
SOD
STORAGE LOCATION
e 13 DELIVERY TICKETS OF CLEAN SOIL WILL BE FURNISHED ASAP ON REQUEST THIS IS IN
ano ROCK CHECK DAM
ACCORDANCE WITH SECTION 33-1 AS IT RELATES TO RESTORATION OF THE ROW
5 14 FINAL LOCATION OF ONSITE WASTE AND MATERIALS STORAGE TO BE DETERMINED
ou FIELD.
MOM�r
Q
I �lUl
I
1 SOIL EROSION AND SEDIMENT CONTROL SHALL BE PROVIDED IN ACCORDANCE WITH CITY OF FORT WORTH EROSION REGULATIONS
2. RESPONSIBILITY FOR INSTALLATION, ROUTINE INSPECTION AND MAINTENANCE OF EROSION CONTROL SHOULD BE DEFINED AND ASSIGNED TO APPROPRIATE PERSON(S) PRIOR TO COMMENCEMENT OF
ANY SOIL DISTURBING ACTIVITY
3. EROSION CONTROL MEASURES MUST BE CONSTRUCTED AND FUNCTIONAL BEFORE ANY GRADING OR LAND DISTURBANCE TAKES PLACE
4 TEMPORARY OR PERMANENT SOIL STABILIZATION MUST BE APPLIED TO ALL DENUDED AREAS WHEN FINAL GRADE IS REACHED ON ANY PORTION OF SITE TEMPORARY SOIL STABILIZATION MUST BE
APPLIED TO DISTURBED AREAS LEFT DORMANT FOR 14 DAYS
5. IN THE EVENT THAT MEASURES BEING USED ARE DEEMED TO BE INEFFECTIVE BY CITY INSPECTORS, ADDITIONAL MEASURES OR CHANGES IN THE ORIGINAL PLAN MAY BE REQUIRED BY THE Cltt OF
FORT WORTH
6 ALL EROSION CONTROL DEVICES SHALL BE INSPECTED BY THE SITE FOREMAN DAILY, ANY STRUCTURE OR CONTROL DEVICE WHICH IS DAMAGED OR INOPERATIVE WILL BE REPAIRED OR REPLACED
IMMDIATELY
7. SANITARY FACILITIES SHALL BE PROVIDED ON THE SITE AND REGULARLY SERVICED AS RECOMMENDED BY THE SUPPLIER. TRASH & DEBRIS SHALL BE STORED IN COVERED BINS OR ENCLOSURES
8 CONSTRUCTION ENTRANCES/EXITS SHOULD BE LIMITED AND PROTECTION PROVIDED TO PREVENT TRACKING OF SOILS ONTO CITY STREETS
9. REMOVE SILT SEDIMENTS FROM STREETS, CURBS, GUTTERS, FLUMES, HANDICAP ACCESS RAMPS, CURB INLETS, STORM DRAINS AND ANY OTHER PUBLIC DRAINAGE FACILITIES DAILY OR AS
ACCUMULATION OCCURS.
10. EROSION CONTROL SHOULD BE EVALUATED TO DETERMINE THE EFFECTIVENESS OF THOSE DEVICES BY THE PERSON ASSIGNED TO INSPECT EROSION CONTROL DEVICES, AND CHANGES MADE IF
NECESSARY
11. SOIL TRACKED ONTO PUBLIC ROADS SHALL BE REMOVED DAILY IF FEASIBLE, OR WHEN VISIBLY ACCUMULATED SEDIMENT HAS BEEN DEPOSITED. DISCHARGED SEDIMENT SHALL BE REMOVED AS SOON
AS POSSIBLE
12. USING WASH WATER TO WASH SEDIMENT FROM STRESS IS PROHIBITED
TEMPORARY
PL.CCG CAP
EACKFILL PIPE
� rrnyT.yry Y" /
CROSS-SECTION
CURB INLET PROTECTION
(STAGE ONE)
MNO SCALE
Y� TE RENOVE SLT WHEN DEPTH REACHES 6 INCHES
Dw GRADED OPENLY ROCK
WE
i
XSECTION A
WM 0A020P UGEEATHING WITINSMN WIRE "
ROCK CHECK DAM
—
NO
CROSS-SECTION
"y
EARTH CONTAINMENT BER
$
NO SCALE
� ZO
�c<
re w POST AT D' o C C (MI )
REIFZ 11DDOE -USE LINE wREs WIN.MIN
z8 n�
OR FASR
j TRELOW KFILLROUND LINEIPAI
m§ G
WOOD PT4'34 IN Dw
G
eg
STEEL- IMIN
Las/3'
TYPICAL TEMPORARY FILTER
FABRIC WITH WIRE FABRIC
of
HIGH FLOW
SILT FENCE DETAIL
NO SCALE
500' N
—E.
.To TEST lv EcNTSRENOFE
HO DTWAT
=.NDER.NER
GRACE
FILTER
FA
PROFILE
CONSTRUCTION ENTRANCE
NO IGAUE
nAmclxnn � v __�.Y—' �avurn
ggtl
L�snuno
SEDIMENT TRAP OUTLET
NO SCALE
INSTRUCT�NS TO OPERA�R-.
ROCK OUTLET ( OPERATOR SHALL
ACTIVELY MA MAIN THIS EROSION CONTROL P WPAUG THE PSSOCIAIED
n 2 POSTSTORMSTETER POLLUTION NOTCE AND/ORRREVENTON THE NOTICELAN OF INTENT (NO) PROVIDED IN
M SECTION A SWPPP AT OR NEAR THE CONSTRUCTION ENTRANCE,
SEDIMENT TRAP BERM DEVICE" NAMEAND D. AT FAGH Lor_ATON WHERE EROSION CONTROL
r DOD STPHES ®6'-8' 0 C. 176 5C' € 4 SHOW ON THESE PLANS LOCATION AND WRITE NAME AND DATE OF
�AMAOCO 2212 (OR EQUAL) NSTALLATIONON ALL CONSTRUCTION ENTRANCES. EQUIPMENT STORAGE
��� LOCATIONS. MATERIAL STORAGE LOCATIONS, VEHICLE WASHES. AND
KFIRLL k COMPACT%4" TRENCH S STRIPPED OR WHERE SOIL
O LK HAS B N DI__ WTHOSE AREAS KNIFE E AO`ION HAS BEEN
IC GROUND LINE DIST RDNJCE SHALL BE (PLACED NE THESE AREAS
BUD
6. HAS
CEAILL,SED
WITH PHIGHLIEN OVEGETATION R, THOSE CEPS AND RE NOTE ESTABLISH50NTION
FOR
AS CEASED D PERMANENT VEGETATION I BEING ESTABLISHED
TROL
17 DATE REMOVAL OF EROSION
REMOVAL IN THE GWPPP
8 CROSS OUT AND DATE A LOTS THAT HAVE BEEN TRANSFERRED TO A
SEPARATE OPERATOR, A NOTICE OF CHANGE SHALL BE MAILED TO THE
TYPICAL TEMPORARY FILTER CEQ AND A COPY SHALL BE PLACED IN THE SWPPP.
FABRIC WITHOUT WIRE FABRIC
9 THESE
DOCUMENTS OF ALL MODIFICATIONS WHOSEAS REQUIRED BY THE TEXAS STATE
BMRD OF REGISTRATION FOR PROFESSIONAL ENGINEERS PRIOR TO
LOW FLOW BEGINNING OPERATOR SHALL MAKE COPIES OF PLAN IF CURRENT PIAN
SILT FF�ff� ?ETAIL BE COMES Too CRDwDED FDre USE OPERATOR SHALL PLACE "SEE
"u�d ^^I�a COPY NEW PLAN
AM ON CURRENT PLAN. AND BEGIN TO USE A
;;WC,*-!
Y!FWIRE WEIR REVISEDCUB INLET PROTECTION 01 57 13-10430
NO SAVED OR PROPOSED
TREES ARE WITHIN THE
SWFMA BOUNDARY
Cltt PROJECT NO 104932
AID, 30114-0200431-104932-EO7685
X-28029
W-3020
MAPSCO NO 032A
1�6w wN:a below.
Nall Nom'0 Y—a ...
BENCHMARKS.
BM#1
AT THE INTERSECTION OF BOAT CLUB RD AND
PARK DR 256't EAST OF CENTERLINE BOAT
CLUB RD. AND WE NORTH CENTERLINE PARK
OR IN THE SOUTH SIDE OF A CONC BASE TO A
SINGLE POLE T U ELEC TRPNSMISSION TOWER
THE SECOND TOWER FROM THE EAST IN A SET
OF FOUR.
ELEV 790.297
BM#2
"X" CUT IN CONCRETE STRIP HOUSING THE
TRAFFIC BARRICADE LOCATED ON NORTH SIDE OF
BOAT CLUB ROAD, APPROXIMATELY 49 FEET FROM
CENTERLINE OF BOAT CLUB ROAD, AND ON THE
WEST SIDE OF THE ENTRANCE TO THE BOAT CLUB
ROAD STORAGE FACILITY, SAID POINT BEING
APPROXIMATELY 4 FEET SOUTH OF SOUTHEAST
CORNER OF THE CHAIN LINK FENCE HOUSING
NATURAL GAS APPURTENANCES. BM IS
APPROXIMATELY 1,047 FEET EAST OF THE
INTERSECTION OF CAPE ROYALE DRIVE AND BOAT
CLUB ROAD
ELEV 661.60'
BM#3
"X" CUT ON NORTHEAST CORNER OF AN ELECTRIC
VAULT LOCATED AT NORTHEAST CORNER OF THE
INTERS TION OF PARK DRIVE AND BOAT CLUB
ROAD, APPROXIMATELY 46 FEET EAST OF THE
CENTERLINE OF BOAT CLUB ROAD, AND
APPROXIMATELY 61 FEET NORTH OF THE
CENTERLINE OF PARK DRIVE. SAID POINT IS
APPROXIMATELY 66 FEET NORTHEAST OF THE
INTERSECTION OF PARK DRIVE AND BOAT CLUB
ROAD
ELEV 797 44'
_ II
— II
II
II
II
n
n
DATE REVISION Sr
ISWM CONTRUCTION
PLAN
NORTHPOINTE
WEST
T�,6
1C H ASE `V
CITY OF FORT WORTH
TARRANT COUNTY, TEXAS
�M �'
6080 . C _ ay
RNIre460
Dallas, Texas 75206
LINT
PMne 4696210710
FRN-11666
l.�ky
LJA PROJECT ID
NT600-0204
DATE MAR 2024
DESIGN WA
Y 73�"p
zfi zo
DRAWN WA
HORZ. N/A
SHEEf
OF 86 15HEE5
LEGEND ),
— — — — — — DRAINAGE DIVIDE
T PROPOSED STORM DRAIN SYSTEM
N C T EXISTING STORM DRAIN SYSTEM
j y SURFACE FLOW DIRECTION
DESIGNATION
880 ACREAGE DRAINAGE AREA
0 SO tm 200 1A1 INLET NUMBER fi41 GC7
DESIGN POINTOsil
1
�� OSiB
82 360
I\ IN C 1111
A -A IN 217 \ i�aN ewEe.ln N
OMINaaI
NO SAVED OR PROPOSED
TREES ARE WITHIN THE r
a2
2 SWFMA BOUNDARY m'
H IuINT
/795 ID ,
I 5INT
D IN
I\Yz �2 04J
u -, IA as mm mmmeNTs
a axo rm1 � � a rm1
Ja ta0 OIIAIN _
A. n A.a. L� ta) se m ..1
1� 0.6T 0.R3 13.0 d.BR Lm 3.3 ).93 1.m SS CITY PROJECT NO. 104932 LL
FID. 30114-0200431-104932-EO7685
X-28029
2l8 0.A Ld6 LSO d.83 l.m >.1 >.93 1.m 11) W-3020
MAPECO NO 032A
lre t21 1. ..4 7
txss an va ss.0 d.s3 L. 5 I ).5e v. �
I URMNAGEARFA SUMMARY REAR SYB LE LLI
aRn
9 aMa mMM[xn H
J.=Tlm1 Z
II uv wrusernoN A-Asxelrt3z CAbft3—di* p
�C cl anlx/ssn oxcclxrsxtl:Taal =
11.1.TT 12
unuRm BENCHMARKS: H-
BMI,
w slxtnaa AT THE INTERSECTION OF BOAT CLUB RD AND
1 wxlxT s PARK DR 256't EAST OF CENTERLINE BOAT
os ssrn wxA�InvutxM CLUB RD. AND 66't NORTH CENTIRUNE PARK
1 Usm VF
'ffEC��AgMEFpn DR IN THE SOUTH SIDE OF A CONC BASE TO A
J ostt a sm Lm 34 s[rnox E.Gax xvl[n3a SINGLE POLE TO. ELEC TRANSMISSION TOWER
m THE SECOND TOWER FROM THE EAST IN A SET
OF FOUR.
ELEV 790.297
BM#2
1 0J "X CUT IN CONCRETE STRIP HOUSING THE
`\II TRAFFIC BARRICADE LOCATED ON NORTH SIDE OF
32C V v // BOAT CLUB OF APPROXIMATELY 49 FEET FROM
CENTERLINE OF BOAT CLUB ROAD AND ON THE
WEST SIOE OF THE ENTRANCE TO THE BOAT CLUB
a>c ROAD STORAGE 'AllFEET SAID POINT BEING
FEET APPROXIMATELY 4 SOUTH OF SOUTHEAST
LINK
_ pr CORNER OF THE CHAIN LINK FENCE HOUSING
JU bl ON F TUREE ASNATURAL GAS
APPROXIMATELYOF CAPE FROYALESBMIV THE
>3
y ) ENVIRONMENTAL 2021 INERSECTION OF CAPE ROYALE DRIVE AND BOAT
SEPTEMBER 16,D2021 / CLUB ROAD
\ 0 11 I T 2Y �22 2S 2 sT`/o' 3 4 2B TNT ✓� \ i / ELEV 661.60'
_ 2OB 1 `—��
\ At — SD2 2t8
-0 / `_ / / 'X' CUT ON NORTHEAST CORNER OF AN ELECTRIC
BEN CIA BOULEVARD L'J / VAULT LOCATED AT NORTHEAST CORNER OF THE
aw �yG 1 / ROMINTERSA APPROXIMATELY ELYYON OF K46EETDRIVE �EAST OF THED BOAT
1p / 2A1 INT 9 �' yr \ / CENTERLINE OF BOAT CLUB ROAD, AND
\\ \ 1 16 �4� /13 r 8 \ D / APPROXIMATELY 61 FEET NORTH OF THE
1 02 / CENTERLINE OF PARK DRIVE SAID POINT IS
L / / APPROXIMATELY 66 FEET NORTHEAST A THE
\ I ` 1 10 y 13 119 _ n / IRNTE�RSECTION OF PARK DRIVE AND BOAT CLUB
� � 1 � a v DOSSIER CREEK ELEV 797 44
1B IM
X 450 �y 65 /�' I 1O IIIa ORN�GE
1 \ _
\�\1\ \\�\ \ \� g ' 9/ a it
4� 5 4 ' �- /�
W O / 8 1_
\\ ly
I / ) 12 FL ODP IN I I
\{ q11 It IN EASEMENT' 11l/ II II
DATE 11 REVISION 11 BY
14 R T]/ W aea.Ls I—L�/ OVERALL INTERIM
_ I DRAINAGE AREA MAP
i� 2 I I I ]-� �� 0--- h j(�l PREDEVELOPMENT
ULTIMATE 3 _ _
F_LO_
OOP_IN
` NH
�7?
WESTV DOSSIER CREEK
25 72f RUTAY 1
IER CREEK T[ASE4 � I DESIGN CRITERIA c� 7w � � Q - � V v
. Y c \ �RO-� CITY OF FORT WORTH
e (Bj CLOSED SSYSEM — 102\ TARRANT COUNTY, TEXAS
RATIONAL METHOD OF DESIGN
EM
DESIGN CLOSED
SYST YEAR
n6 O YEAR _ --15_ R/V�\� PF3-d --- ,10- P 9,�� \ \ /20I 6� /PG I 1. THE EXISTENCE AND LOCATION OF ALL UNDERGROUND ��
(C) OPEN CHANNEL 100 YEAR _._ c - - \yo "�Gl I A 'l UTILITIES SHOWN ON THE DRAWINGS WERE OBTAINED VA ��ba� 9E \
0.012 FOR REINFORCED CONCRETE PIPE Q. g S FROM AVAILABLE RECORDS AND ARE APPROXIMATE. N. NorIN Central Expressway Rare d69 fi210T10
z8 n 0.012 FOR HIGH -DENSITY POLYPROPYLENE PIPE (HOPE) IB , / 11 u wC\ 5 p I NEITHER THE OWNER, DEVELOPER NOR ENGINEER SUIkd00
n = 0.015 FOR REINFORCED CONCRETE BOX �5 Z /\ ASSUMES ANY RESPONSIBILITY FOR UTILITIES PRIOR TO EMRA,Texas T52. FRN-F-IM
= 0,019 FOR STREET / GUTTERS NORTHPOINTE WEST / 5 i . fP CONSTRUCTION THE CONTRACTOR SHALL BE REOUIREO
RAINFALL INTENSItt FROM CITY OF FORT WORTH STORM PHASE 3 2C ] ��II Z� 22 591 ii i� TO TAKE ANY PRECAUTIONARY MEASURES TO PROTECT LJA PROJECT ID
e
n DRAIN MANUAL H3 10 --- I ALL LINES SHOWN AND/OR ANY OTHER UNDERGROUND M600 020a
RUNOFF COEFFICIENTS UTILITIES NOT OF RECORD OR NOT SHOWN ON THE
DATE MAR 2024
i RESIDENTIAL A-5". . C=067 IIre=J98 \ 275 C 12 v= / a / 2' �, PLANS E OF)
+ 2 CONTRACTOR SHALL VERIFY HORIZONTAL AND VERTIC
EXISTING CONDITIONS AL *ylp't U DESIGN SUTTER
C=030 �� 0 LOCATIONS OF ALL EXISTING UTILITIES PRIOR TO
�� } 5 i� �. '
NOTE. THE CONTRACTOR SHALL CONTACT THE FOLLOWING AT LEAST 535 - 13 ULTIMATE CONSTRUCTION DRAWNSURER
3 IMMEDIATELY NOTIFY THE ENGINEER OF ANY RUSSELL BRAUN
i 48 HOURS PRIOR TO EXCAVATING IN THIS AREA �� / 23 100-VR / DISCREPANCIES
2e } 4 SEE APPROVED DRAINAGE STUDY DS-22-0084 FOR
? FORT WORTH WATER DEPARTMENT 1 B1J-392-44JJ \ 4� /'v HORZ 1" = 100'
H3-il COMPLETE DOWNSTREAM ASSESSMENT VERT. N/A
ON OS GAS 1 866-988-9266 H3-10 / I a 5 SEE SHEET 79 FOR INSTALLATION DETAILS OF ADS
afN1 L
SHEEP
ONCOR ELECTRIC 1 81]-355-]026 DR NE DRAIN AND GRATE APPLICATION FOR OFFSIE 26 20
z FORT WORTH TRANSPORTATION/PUBLIC WORKS 1-817-392-8100 0.]2 ? /25�1��' hSy ��5'12� DRAINAGE CONVEYANCE .1 Z
25 FOR OTHER FACILITIES 1-800-DIG-ESB 035 _ - 7 ^ .' / / '���� {' I[l." 5 /r, 6 REAR SEE SSWEAR FOR HEET aOFFFSITEOR RDRAINAGE CONVEYANCE.
G YJ
//h�,\\ // OF e6 SHEETS
CONNECT TO EXISTING STORM SYSTEM
D1 NORTHPOINTE WEST PHASE 3
CPN 104854 W
FILE NO. X-28028 u)
S
LEGEND
— DRAINAGE DIVIDE
C T PROPOSED STORM DRAIN SYSTEM
C P EXISTING STORM DRAIN SYSTEM
N SURFACE FLOW DIRECTION
Z
ACREAGE DRAINAGE AREA
1A1 INLET NUMBER
0 50 100 200 Q
Di SERVICE TYPE ,
II 1pll �VI I�IIII���kpllllllll 1 /,�
- .f, ilk. I4���U� •��/I Illllii�ll /III�IIIIII i �'I��.
IIII
—,.:.,—_ -^. III �: .-.: � •. --.,• -------------------\ ._.-..... i,�........-,....,..,.._. ..__' .- I II,
• � �\\\\ .. -�. ems:=� .��' Illl°��
10.1
�� 11I ��l/�!_ I�I 1�1_�lc.- I, I ��/; �,,J / �Il� ►'�ll
® � ` ��- rir it ■mna _ ����/
III'►i' �jii�iii�ii�► Id�i�� �� � . r��l/,��
III'
I
CONNECT TO EXISTNG STORM SYSTEM
DI NORIHPOINTE WEST PHASE 3
CPN XXXXXX
NO SAVED OR PROPOSED
FILE NO. K-XXXX W
TREES ARE WITHIN THE
SWFMA BOUNDARY
CRY PROJECT 0, 101111
FID. 30114-0200431-104104932-EO]685
X-28029
MAPSCO NO 032A �
MAPSGO
7
W
I �
W
H
Z
DESIGN CRITERIA
CAM—y—V6 d
t. RATIONAL METHOD OF DESIGN
JCHMARKS: R-
2 DESIGN FREQUENCY
(A) CLOSED SYSTEM - 5 YEAR
1, d'
0
(B) CLOSED SYSTEM - IDD EAR
THE INTERSECTION OF BOAT CLUB RD AND
Z
(8) OPEN CHANNEL - 1IG YEAR
K DR 256'! EAST OF CENTERLINE 80AT
B RD. AND 66't NORTH CENTERLNE PARK
J�
= 0 013 FOR REINFORCED CONCRETE PIPE
= 0012 FOR HIGH -DENSITY POLYPROPYLENE PIPE (HIDER)
IN THE SOUTH SIDE OF A GONG BASE TO A
'LE POLE T U. ELEC TRANSMISSION TOWER
p = 0.015 FOR REINFORCED CONCRETE BOX
SECOND TOWER FROM THE EAST IN A SEf
= 0.0,9 FOR STREET / GUTTERS
FOUR.
RAINFALL INTENSITY FROM CITY OF FORT WORTH STORM
DRAIN MANUAL
V ELEV ]90.29]
m�2
RUNOFF COEFFICIENTS
RESIDENTIAL A-B'..... C=0.67 Ilau=] 98
"X" CUT IN CONCRETE STRIP HOUSING THE
TRAFFIC BARRICADE LOCATED ON NORTH SIDE OF
EXISTING CONDNIONS C=0.30 /
BOAT CLUB ROAD, APPROXIMATELY 49 FEET FROM
v
CENTERLINE OF BOAT CLUB ROAD, AND ON THE
/
WEST S1DE OF THE ENTRANCE TO THE BOAT CLUB
ROAD STORAGE FACILITY, SAID POINT BEING
APPROXIMATELY 4 FEET SOUTH OF SOUTHEAST
CORNER OF THE CHAIN LINK FENCE HOUSING
JURISDICTIONAL FEATURE AS
/
NATURAL GAS APPURTENANCES BM IS
DELINEATED BY WA
ENVIRONMENTAL DATED
SEPTEMBER 16, 2021 /
APPROXIMATELY 1,047 FEET EAST OF THE
INTERSECTION OF CAPE ROYALE DRIVE AND BOAT
CLUB ROAD
ELEV 561.60'
BM#3
•X" CUT ON NORTHEAST CORNER OF AN EL CTRIC
VAULT LOCATED AT NORTHEAST CORNER OF THE
/
/
INTERSECTION OF PARK DRIVE AND BOAT CLUB
/
ROAD, APPROXIMATELY 46 FEET EAST OF THE
CENTERLINE OF BOAT CLUB ROAD, AND
/
APPROXIMATELY 61 FEET NORTH OF THE
CENTERLINE OF PARK DRIVE SAID POINT IS
APPROXIMATELY 66 FEET NORTHEAST of THE
INTERSECTION OF PARK DRIVE AND BOAT CLUB
c
Q
ROAD.
•�
-T
µp uL W5 I
ELEV ]9] 44'
I)I
'. \ \jSftMEME I
III g
DOSSIER CREEK
V f
11 w I
20• SANITARY SEWER EASEMENT I o
C.C.{0204.3897OB
16336PG69
VOL
CO.PTT
HF
DATE REVISION BY
I la
o
U
OVERALL ULTIMATE
FLooDPUI 1 `
DRAINAGE AREA MAP
EfE NT I I a
REDEVELOPMENT 1- ----- --
�T®�rRv��®��TvRe�?
�!• `5S
FLOOOPLAIN
1'� JL 1®' JL JG
_
r'
--
DOIBUTARYSSIER CREE(
TR1 I�
WEST
EST
]P]H[AS]E 4
DOSIER CRELI.
CITY OF FORT WORTH
jj 1 uLTI E
TARRANT COUNTY' TEXAS
�1FLQODUN-
— 1
NOTES-
THE
/A�
g g�
1. EXISTENCE AND LOCATION OF ALL UNDERGROUND
UTLITIES SHOWN ON THE DRAWINGS WERE OBTAINED
a p.Z Rwre 469�T10
8u'. 00
(\/1
FROM AVAILABLE RECORDS AND ARE APPROXIMATE.
NEITHER THE OWNER, DEVELOPER NOR ENGINEER
OaIWs, Texas ]5208 FRN-F-1388
ASSUMES ANY RESPONSIBILITY FOR UTILTIES PRIOR TO
CONSTRUCTION THE CONTRACTOR SHALL BE REQUIRED
LJA PROJECT ID
M600-0204
TO TAKE ANY PRECAUTIONARY MEASURES TO PROTECT
ALL LINES SHOWN AND/OR ANY OTHER UNDERGROUND
DATE MAR 2024
UTILITIES NOT OF RECORD OR NOT SHOWN ON THE
PLANS
E p
�^
%= DESIGN SUITED
ll DRAWN SURER
J
2 CONTRACTOR SHALL VERIFY HORIZONTAL AND VERTICAL
LOCATIONS OF ALL EXISTING UTILITIES PRIOR TO
CONSTRUCTON
SCALE
HORZ 1" = 100'
ER-E N/A
��Mut
0
3 IMMEDIATELY NOTIFY THE ENGINEER OF ANY
DISCREPANCIES
E=�
26 20
SHEEP
4 SEE APPROVED DRAINAGE STUDY DS-22-0084 FOR
45
COMPLETE DOWNSTREAM ASSESSMENT.
OF 86 SHEETS
STA 28+60AO SD1=
STA 1+00.00 LAT 161
INSTALL 45' WE CONNECTION
PAV STA 25+8818 (1450' LT)
ARNICA PLACE
INSTALL - 1 STD 15' CURB INLET
PC
716 50 FL = 711 75
STA 1+20.51 UT iC1=
PAV STA 25+8318 (1450 LT)\
ARMIDA PLACE
CONNECT TO INLET
NORTHPOINTE III
PHASE 3
6� III V
24
/1 �I
�i
W
730
9 720
I
HAFNER LANE
STA 27+9756 SDI=
PAV STA 25+7610 (0.00' LT)
ARMIDA PLACE
REMOVE END & PLUG
CONNECT TO EXISTING PH3
CPN 104854 2-66 /
STA 1+000J2 T 113
STA 1♦0600 E ON
INSTALL 60' WE CONNECTION
NOTE
I. PRELIMINARY POST -DEVELOPMENT
FLQ OPIPAR STUDY FOR
�— -Z STA 33+6756 SDI= ITS UNNAMED TRIBUTARIES -
ER FOR CREEK AND
STA 1+05.92 UT 051= + 1= NORTHPOINTE PHASES 1A, 16 & 2 DONE
PAV STA 1+3].46 DST= LT) PAV STA 1+40.1] (12.22' LT) BY WA ENGINEERING, INC DATED JULY.
siA 1+2051 TAT iB1= BENOVIA BOULEVARD 2022. W
0 20 40 80 SENOVIA BOULEVARD INSTALL 4' SO JUNCTION BOX 2. ALL RADIUS PIPE JOINTS SHALL BE FULLY V)
AR MIDAAPLACE 364 (1450" LT) INSTALL 60' BEND STA 2+7404 UT OS,=
CONNECT TO INLET GROUTED Q
PAV STA OLIEVA (, 8209' LT =
PAV STA 26+56.14 (14.50' LT) STA 31+01 64 SD ( INSTALL
BOULEVARD CRY PROJECT 00. 104932
ARMIDA PLACE PAV STA 28+60 18 (0.00' LT) INSTALL 4' % 4" DROP INLET FID. 30114-0200431-104932-EO]685
INSTALL - 1 STD = CURB INLET ARMIDA PLACE THROAT 7295 X-28029
TC = ]18.J0 FL = J13.95 INSTALL 4' SO JUNCTION BOX
3020
MAPECO
MAPSCO NO 032A
NO SAVED OR PROPOSED
TREES ARE WITHIN THE W
1 2 3 4 B SWFMA BOUNDARY Z
�A% A'O 4L`' Cet�esa.a� a
1C1 tBt — _ / / r R @ BENCHMARKS: �
SWFMA
_ BOUNDARY y10'� ATTHE INTERSECTION OF BOAT CLUB RD AND z
_ TPm.pp/ 4' CONCRETE
E% T 1C y — F.yZ CHANNEL PARK DR 256't EAST OF CENTERLINE BOAT Z
II�(2 1 MAX) CLUB RD. AND 66't NORTH CENTERLINE PARK
Dr-IN
NGIN POE E SOUTH
HO. ESIDELEC OF A G LNG BASETOWT A
THE SECOND TOWER FROM THE ISSi IN A CET
EXISTING) !,f OFFSITE OF FOUR.
ELEV 790.297
/ 1A2 GRADE . BMI2
12- (N-12) "X" CUT IN CONCRETE STRIP HOUSING THE
d❑ HIGH-DENIStt
2 3 1� 4 5 6 7 8 A2 1A1 LOT PPEYP HDpELENE THPFFIC BARRICADE LOCATED TE NORTH SIDE OF
BOAT CLUB ROAD, APPROXIMATELY 49 FEET FROM
PROPOSED ( ) CENTERLINE OF BOAT CLUB ROAD, AND ON THE
d '// �'Sg WEST 510E OF THE ENTRANCE TO THE BOAT CLUB
/ / GRADE µ�LNING CORNER GAS E APPURTENANCES LINKGE FAD I
FENCE
POINT
HOUSING
P ^ / BEING
APPROXIMATELY 4 FEET SOUTH OF SOUTHEAST
IBM
CORNER OF THE CHAIN LINK FENCE HOUSING
NATURA
STA 34+32.11 SD1= APPROXIMATELY 1,047 FEET EAST OF THE
PAV STA 1+9001 (1 A0' LT) SECTION A -A INTERSECTION OF CAPE ROYALE DRIVE AND BOAT
PAV STA 26+56.14 (1450' RT) STA 1+20.51 LAT 1A2= BENOVIA BOULEVARD BENOVIA BOULEVARD NOT TO SCALE CLUB ROAD
ARMIDA PUCE PAV STA 1+90.01 (1450' RT) CONNECT TO INLET ELEV 561.60'
INSTALL - 1 STD 10' CURB INLET BENOVIA BOULEVARD PAV STA 1+9501 1450' LT) BMI3
TC = - 1 FL = 713.95 CONNECT TO INLET 'X" CUT ON NORTHEAST CORNER OF AN ELECTRIC
PAV STA 1+9501 1450' RT BENOVIA BOULFVA4
( ) VAULT LOCATED AT NORTHEAST CORNER OF THE
STA 1+1674 UT 182= INSTALL - 1 STD 1 'CURB INLET
PAV STA 2. 5364 1450 RT I ENOAA BOULEVARD TC = 72862 FL J2387 INTERSECTION OF PARK DRIVE AND BOAT CLUB
INSTALL - 1 STD 15' CURB INLET ROAD. APPROXIMATELY 46 FEET EAST OF THE
ARMIDA PUCE STA 34+1537 5) _
CONNECT TO INLET TC = ]28 62 FL = ]23.8]
PAV STA 1+81 6 ' (0 00' CENTERLINE OF BOAT CLUB ROAD, AND
)
_ -cf 12 I eI
STA 34+0924 SDI = APPROXIMATELY 61 FEET NORTH OF THE
STA I+0000 UT 1A2 BENOVIA BOULEV D CENTERLINE OF PARK DRIVE SAID POINT IS
INSTALL 45' WYE CONNECTION INSTALL GO' BEN APPROXIMATELY 66 FEET NORTHEAST THE
INTERSECTION OF PARK DRIVE AND BOAT CLUB
3C 30 00 31 0 32 OC 33+00 34 00 �T 1+001� ROAD.
ELEV 797 44'
(--II--II Ir }I II II
- II
—
740 745
I le=-`yy2"M0 T=IS(MNI �F� mfi� Imo€
-- — — — = -- -- — 5- o �zDATE
II II
i3t% II REVISION II
I BT
--
DATE
a 3P V -11 i' D = 0 3 T '� 735 740 '!! 740 STORM DRAIN PLAN &
q,F.�MIe C PROFILE
�SDI & LAT IA2
-- - _ _-- +-- +- +-- + ---T- �-- I -� �- _-+-- -&--
)nl= is E;SIf Iko M{�
11 i_ I he- 1; o Mll 730 735 C .3 ca 735 N®R7['HP®]ENT E
OF + WEST
-- — i 725 730 ® PIPE 730 PHASE
_ 1 � w, , I, �- I L h }I E�i� (ryc �Rllur
rT CITY OF FORT WORTH
L'x �� _ _ _ _ _ _ TARRANT COUNTY, TEXAS
t 6080 K-C.-I Expressvey Rare afi96210710
+ I� � 4J iP DaIWs, Te s 75208
LA "ECT ID
T1p I 715 720 1 1 1"1 720 M600-020488
�I IL_'2 24 _ DATE MAR 2024
+--+—+--+------+—_ ---- — -—--+— E OF
D
I I—� II �6 RAWN R ORIRcnn
i--------�-- «^` m —� 710 715 —T 715 ss` . eRnuH
E
5 � HORZ 140'
I J I�--�—�—��—
J m n r n
LL �I LL 705 710 — 7 710 of Bs sHEErs
LAT 2A2
750
745
740
735
730
725
YM
W
i
720 -
III
715 od
H
I I
9 710
„:'705
iF
Y�
m 700
a H
o 695
690
LAT 2B1
1+00
LAT OS2
I 1 t I 11 1 I 1 I 1 �I s" I It 750 INO
TR ES ARE WITHNTOHEED1 LT
3 SWFMA BOUNDARY Q
Ak
•-o Cltt PROJECT NO 104932
AID, 30114-0200431-104932-EO7685
X- 3020
29
W-
020
_ ti 'o f •m '�
MAPSCO NO 032A n
745
A.,
_t 1�awwN:rc'Uelow.. z_
o. F s 740 Callt�efor�yn,�tliy., O
w `XS(Di.{
1 I �'7 + —+ BENCHMARKS.
_
Ti- 5 N BMy1AT THE INTERSECTION OF BOAT CLUB RD AND OZ
PARK DR 256'L EAST OF CENTERLINE BOAT
735 CLUB RD. AND 66'2 NORTH CENTERLINE PARK
„ems ✓ '� DR IN THE SOUTH SIDE OF A CONC BASE TO A
{IIr T�It �! - SINGLE POLE TU ELEC TRANSMISSION TOWER
T' THE SECOND TOWER FROM THE EAST IN A SET
1F HiL I IOF FOUR.
ELEV 790.297
j
I 730 "X" CUT IN CONCRETE STRIP HOUSING THE
17 L 3 9r v TRAFFIC BARRICADE LOCATED ON NORTH SIDE OF
BOAT CLUB ROAD, APPROXIMATELY 49 FEET FROM
CENTERLINE OF BOAT CLUB ROAD, AND ON THE
WEST 510E OF THE ENTRANCE TO THE BOAT CLUB
Y ROAD STORAGE FACILITY, SAID POINT BEING
1 APPROXIMATELY 4 FEET SOUTH OF SOUTHEAST
725 CORNER OF THE CHAIN LINK FENCE HOUSING
t 9L •7'4' 6p — NATURAL GAS IS
APPROXIMATELY047 APPURTENANCES. M FEET EAST OF THE
INTERSECTION OF CAPE ROYALE DRIVE AND BOAT
EI ISTNG UJN I
CLUB ROAD
ELEV 661.60'
BM3
720
X" CUT ON NORTHEAST CORNER OF AN ELECTRIC
VAULT LOCATED AT NORTHEAST CORNER OF THE
ROAD.PPROTION IM PARK DRIVE AND BOAT CLUB
ROAD• APPROXIMATELY FEET EAST THE
CENTERLINE OF BOAT CLUB ROAD, AND
7 APPROXIMATELY fit FEET NORTH OF THE
J O APPROXIMATELY 66RK DRIVE. FEET NORTHEASTOF
INT IS
o INTERSECTION OF PARK DRIVE AND BOAT CLUB
OF THE
Id I I d I I 715
LAT 5B2 LAT )Cl R—
l'oo 1+OC ELEV 797 44'
I II
I I I e I I I 1
715710
- DATE I REVISION BY
710 705 705 STORM DRAIN PROFILES
►� / N n LAT 2A2, 2BI, OS2, 5A2,
E 5B1, 5B2, & 5C1
®PII I I I PTjI6 1
705 70o I ®IFR E��R E Too NORTH P®INT E
WEST
I I 700 695 I E' I I I 695 PHAS4
.' "I L 1 1 n l I I
I r l j I_ CITY OF FORT WORTH
� DNI TARRANT COUNTY, TEXAS
12 P
695 690 -- p e x 890
Er snl4c cR 3uuD 1 I - LIA
PI E I I 6080 M e- aY PMRe.11210710
z4 TT-s ^ su�re499
D,I,,,T— 75206 FRN-11366
' LJA PROJECT ID
,9 Ps
I' f a I 1 1 690 685 1 1 1 I ®IP � W5 NT600-0204
/ . 1.�x9 DATE MAR 2024
A Y 1 DESIGN SURER
j�Q � DRAWN SURER
U SCALE
685 680 aQ
R�"�Wp
R° ` a 20 sHE T
__I -n = 680 675 ___ 875 of s4sHEEIs
LAT 1 B 1
I+00
LAT 1 B2
1,00
730 l � 730 730 _2l 1 730 730
T
I rl I I I
725 1 0Gt �fl 725 725 I rT' G11 1 725 725
cj
PIs�PS� R E ®PIPE
720 (—� 1 PI'E � 720 720 � e I Fs 720 720
D= o 5 s I 1 1 I V` L, 1 I P°.6,, I
V_ I I 1 I ti ®5,1 FBI I
1l R rc I 1 'R AG
715 715 715 715 715
Z P —
710 ®has# 710710 �''4' 710710
Tt'
W-
I I I I I I I I I I I I I
705 705 705 705 705
1
s—
. 700 700 700 700
k°
1I1i�� I 895 895 I I .:: 7 I I 695 895
LAT 10A2
I I1+00 rr IL I I I I I 1+00
W 725 745 1 — I I A
720 7.7.
715 I ®PIaE� I �1'�YNE ,o1Nd I 715 735 I I I I I I I
2710
�a �o c 710 730 P�-Ed® PL-�
--�1f _
I
11 r
n�05 — — 11 -� r 705 725
L",` ,o 11-�—
=s" ICI
E3 700 700 720
w8
11
s 695 �� 695 715 L 1
oa.690 4I�r� 890 710
LAT 1 C 1
1+10
730 750
725 745
720 740
715 735
710 730
705 725
700 720
695 715
LAT )S1
12+0J01 I i 3+00` I I I I
— �—
t I
a�
T
alPl El
1 '
,- I
N R HGI
1'II I I I I I I
1 I I I I I I I I I
LAT14B2
NO SAVED OR PROPOSED
'HE
TREES ARE WITHIN THE
L,,
—
750
SWFMA BOUNDARY
`"
Q
x
CITY PROJECT NO. 104932
FID:3 1114-0200431-104932-EO7685
745
W-302O
MAPSCO NO 032A
—
w
H
Z_
740
kf—y-di* a
x
BENCHMARKS:
_
—
BMpt
AT THE INTERSECTION OF BOAT CLUB RD AND
PARK DR 256't EAST OF CENTERLINE BOAT
735
NORTH CONGL B PARK
CLUB RD. AND SOUTH A CONC BASE TO A
IN THE SOUTH SIDE TRANSMISSION
SING
SINGLE POLE TO. ELM TRANSMISSION TOWER
THE SECOND TOWER FROM THE EAST IN A SET
—
OF FOUR.
ELEV ]90.29]
BM12
—
—
730
"X" CUT IN CONCRETE STRIP HOUSING THE
725
TRAFFIC BARRICADE LOCATED ON NORTH SIDE OF
BOAT CLUB ROAD, APPROXIMATELY 49 FEET FROM
CENTERLINE OF BOAT CLUB ROAD, AND ON THE
WEST SIDE THE ENTRANCE TO THE BOAT CLUB
ROAD STORAGG E FACILITY, SAID POINT BEINGSOUTHEAST
APPROXIMATELY 4 FEET SOUTH OF SOUTHEAST
CORNER OF THE CHAIN LINK FENCE HOUSING
_
_
NATURAL GAS APPURTENANCES BM Is
APPROXIMATELY 1,047 FEET EAST OF THE
INTERSECTION OF CAPE ROYALE DRIVE AND BEAT
CLUB ROAD
ELEV 661.60'
_
720
715
X' ORTHEAST
VA C UT NCORNER OF ELECTRIC
VAULT LOCATED
TED AT NORTHEAST CORNERR OF THE
INTERSECTION IM PARK DRIVE AND BOAT CLUB
ROAD, LINE O%IMBOAT 46 FEET EAST D THE
CENTERLINE OF 61 F CLUB ROAD, AND
APPROXIMATELY 61 FEET NORTH OF THE
CENTERLINE OF PARK DRIVE SAID POINT IS
APPROXIMATELY 66 FEET NORTHEAST THE
PARK
—
-
—
_ 745
INTERSECTION OF DRIVE AND BOAT CLUB
ROAD.
ELEV ]9) 44'
II II
II II
II II
II
—
II II
II
DATE 11 REVISION 11 BY
740
STORM DRAIN PROFILES
LAT 01,1B2,1C1,4112,
—
10A21 & OSl
735
N®RTHP®INTE4
WEST
PHASE4
— 730
CITY OF FORT WORTH
—
TARRANT COUNTY, TEXAS
-- 725
uw oghwFiq, w.
■ MA
—
Soso rv«m ceao-al E.9ressway Rare ass szt wto
DAaIWs, fiIIII, Texas 75208 ERN-F-1388
720
LJA PROJECT ID
W600-0204
—
EE^OF DATE MAR 2024
DESIGN ll SUTIEIt DRAWN SURER
—
715
scALE
� %s0aT4 � HORZ 1• 40'
SHEE
B 2
____710
__710
OF 86 SHEETS
m
W
x �Maa. o �aaPMana
O
\ i
rmY. eamxa --J
TYPICAL ROCK RIPRAP SLOPE PROTECTION SECTION ..a.
ua.al A�lOD �t asaAR
Ilia go
ROCK RIPRAP TOP OF BANK DETAIL
• E I s s.qp
—S. Aaa ICE sxu qtm�,•_ * mlxlm mt*I x �•—
•MEDAN sroxao—a4,W eno mAXaTuumoxaowaEraaq�. BEET qm•—
FIGURE XAX FARRAR SCHEMATICS OF ROCK RIPRAP (SHEET 1 OF 2)
BACKFILL IMTH CSS OR
SELECT BACKFILL IN
ACCORDANCE WITH
SECTION 33 05 10
�mxaaoox �p CA
AREA
,L --_I
GREWAn.Mice
ROCK RIPRAP TOE OF SLOPE DETAIL
UPSTREAM ROCK RIPRAP TOE WALL DETAIL
FIGURE XXX RIPRAP SCHEMATICS OF ROCK RIPRAP (SHEET 2 OF 2)
, III
_ _ _ _ _
'95% COMPACTION - FlNAL
2% TO +5% OF OPTIMUM + +, BACKFILL ��T(+,f + + +++++a+
MOISTURE CONTENT - 15' ACCEPTABLE
BACKFILL-MATERIAL IN ACCORDANCE - 959. COMPACTION
WITH SECTION 33 05 10 + -2% TO +5% Co OPTIMUM
_ - MOISTURE CONTENT
NOTE: �a
BACKFILL FOR TOTAL
FINAL BACKFILL DEPTH
GREATER THAN 15' DEEP II + + + + + + + + + + +
000 00000000 O
98%COMPAC' ��-
00000 000000 oo
-2%OPTIMUM OF �� � BACKFILL
O O O O O O O
0C'
MOISTURE VARIES
o Q 0000 00
CONTENT t E
O�O_ _ 00�0�0�0
OR
+ a a +
IN
+ a a a+ a a+a
TRENCH GEOTEXPLE
RIC ONLY IF
FA TT
INITIAL BACKFILL IS
- CRUSHED ROCK
ACCEPTABLE BACKFLL
TO 95%
VARIABLE
DIM
`}COMPACTED
PER SECTOR 33 05 10
_VARIABLE
DIM
CRUSHED ROCK PER
SECTION 33 OS 10
SPACE TO AID. 24" MIN. TRENCH WALL
FOR PROPER CLEARANCE TO ALLOW
CONSOLIDATION, FOR PROPER COMPACTION
6" MIN (TYR) 6" MIN ALLOWED
W1M CSS, CLSM OR
CRUSHED ROCK MATERIAL
33 0510-D403 EMBEDMENT FOR RCB STORM
C SEWER ALL SIZES
O - - 98% COMPACTION -
O po _2% TO +5% OF
ICKFlLL WITH CSS O O O O OPTIMUM -
SELECTBACKFILL . 00000 MOISTURE -
ECCTOIONA33EWITH0510 -II ODO oO'O _ CONTENT _
L O O O O r
USE BACKFILL II _
ABOVE PIPE
SPRING -LINE AP`t�p3'
III
I I
C MIN. AND - o
12" MAX
BEDDING -�
I IIIIII II�IIIIIIIII IIIIIIIIIIII II III-
33 0510-D402 EMBEDMENT FOR RCP STORM
B SEWERALLSIZES
■II■■I■■F ■i
1II���-■ii:i��
L���■��
Y- l: ".
e
FORTWORTH
STANDARD DROP
INLET
IN&
BACKFILL
A r
F-WALLS
A
5'
o ----�
-
NOTE
BACKFILL FOR TOTAL _____ ____________
FINAL BACKFILL DEPTH a
GREATER MAN 15' DEEP
FINAL
ACKFlLL
VARIES
CONCRETE SHALL HAVE A
MINIMUM COMPRESSIVE REINFORCING SHALL BE
NO 3 BARS
STRENGTH OF 3000 PSI ON 18" CENTERS EACH
AT 28 DAYS
WAY
1'
TREN GEOTEXTLE
6 T SCOFABpF
6'
CH
VARIES - 1' MIN
E WALL
CRUSHED
�TORCP
ROCK PER STORM DRAIN
SECTION 33 05 10
SECTION A -A
SLOPED END HEADWALL
12" MIN TRENCH WALL NOT TO SCALE
CLEARANCE (—)
NO SAVED OR PROPOSED
TREES ARE WITHIN THE III
SWFMABOUNDARY
Cltt PROJECT NO 104932
FID. 30114-02OD431-104932-EO7685
X-28029
W-3020
MAPSCO NO 032A
... Call
:rc Uelow.
l l eomTo mx Mig.
BENCHMARKS.
BM#1
AT THE INTERSECTION OF BOAT CLUB RD AND
PARK DR 256't EAST OF CENTERLINE BOAT
CLUB RD. AND WE NORTH CENTERLINE PARK
DR IN THE SOUTH SIDE OF A CONC RASE TO A
SINGLE POLE T U ELEC TRANSMISSION TOWER
THE SECOND TOWER FROM THE EAST IN A SET
OF FOUR.
ELEV 790.297
BM12
"X" CUT IN CONCRETE STRIP HOUSING THE
TRAFFIC BARRICADE LOCATED ON NORTH SIDE OF
BOAT CLUB ROAD, APPROXIMATELY 49 FEET FROM
CENTERLINE OF BOAT CLUB ROAD, AND ON THE
WEST SIDE OF THE ENTRANCE TO THE BOAT CLUB
ROAD STORAGE FACILITY, SAID POINT BEING
APPROXIMATELY 4 FEET SOUTH OF SOUTHEAST
CORNER OF THE CHAIN LINK FENCE HOUSING
NATURAL GAS APPURTENANCES. BM IS
APPROXIMATELY 1,047 FEET EAST OF THE
INTERSECTION OF CAPE ROYALE DRIVE AND BOAT
CLUB ROAD
ELEV 661.60'
BM13
"X" CUT ON NORTHEAST CORNER OF AN ELECTRIC
VAULT LOCATED AT NORTHEAST CORNER OF THE
INTERSECTION OF PARK DRIVE AND BOAT CLUB
ROAD, APPROXIMATELY 46 FEET EAST OF THE
CENTERLINE OF BOAT CLUB ROAD, AND
APPROXIMATELY 61 FEET NORTH OF THE
CENTERLINE OF PARK DRIVE. SAID POINT IS
APPROXIMATELY 66 FEET NORTHEAST OF THE
INTERSECTION OF PARK DRIVE AND BOAT CLUB
ROAD
ELEV 797 44'
I II
I II
I II
I II
�� II
II
DATE REVISION BY
STORM DRAIN DETAILS
lel®JLQTJ-IJCOI TE
T�WT'I ]77ES�TT ,,11
1C 1LJLiASE `U
CITY OF FORT WORTH
TARRANT COUNTY, TEXAS
WI�O'lf..--�j'�Yq'
6080 rE C _ �P ay
su'I
Dallas. Texas 75206
LIM
Pa. 469621 OT10
FRN-11366
l.� y
)/ A ems:
1 jsQ �
LJA PROJECT ID
NT600-0204
DATE MAR 2024
DESIGN WA
q� �����
DRAWN WA
SCALE
VERT /A
SHEE
s m
75
OF 86 SHEETS
I • GROUTITLHB.CE—
SPACE WRH ACCEPTABLE
GROUTMATERIAL
• f OPIIRITIllllll T BUT
ONA, BA6EDON
pUIRE CONNECRON
g MIN COVER MIN COVER PERFOaMaNCE (NOTE 2)
TO FLEXIBLE TO RIGID PAVEMENT.H
! PAVEMENT.H
CONCRETE
HEADWALL
.� 1 \ L� BACKFILL _ TOP WEW
AND CO.—
f�1 VATH SUITABLE MATERIAL 4-6'BEDDING, ENSURE
AROUND PIPE (NOTE 3) STABLE UNDERLYING
lx.mo. FOUNDATION TOMINIMRE �\
DIFFERENTIAL SETTLEMENT
Sue-SEtn� ( 11 1
nli wim Nvs aesnxc ox xss sTsxoua .—I eN0 rsosA van nOOL.Ixaxu
�DpNeQjmp�ep CRYOF FORT—, TEXAS I ereanve.r.EavuxED rxom Tov ov PIP. ra eorrom or rLUlaLe T. 1 1
�F�E�!■FT//�I MANHOLE STEPS I 334910-D414 •wA�owG'NPn �,�J� o�m�o lx. ..mo,�✓I=x»o� _
rlj%E® M,Anon x.FMI< xo«ki,', �Mx ww,mu
l
�srucs P ,E xmflx .aE .ccsPr s� R« rw,c vayccr °". ox cow xcouixwcxrs .xo ro ExwxE rx.r TM lox.wi„oxue.n. sro-yin m °'""" """."
SNIMI oxnov aI sunxw EOVExIxs
1 a wesTx xEwnu xLL OFOR
Vim' • , xEODIxv �'
ARM D¢
xnTNF soa MN f Numx eo PLAN NEW - FRAME AND COVER
xorvs �
IN
I neJl v� uuwrflo«o _
MUP
nrt. on i- nEmne,Exrs uo ra EreunE ewr rx mat v nm ana.eoze
R.'%b TWORTX, TElUB
�n1VV CRY STORM DRAIN REv1se0: slosrzazz
MANHO GRADE RIMGSYER AND 33 05 13-D417
NO SAVED OR PROPOSED
TREES ARE WITHIN THE
SWFMA BOUNDARY
CRY PROJECT NO. 104932
BID.30114-0200431-104932-EO7685
X-28029
W-3020
MAPSCO NO 032A
CAYdarop-di*
BENCHMARKS:
BMI1
AT THE INTERSECTION OF BOAT CLUB RD AND
PARK DR 256'! EAST OF CENTERLINE BOAT
CLUB RD. AND 66't NORTH CENTERLINE PARK
DR IN THE SOUTH SIDE OF A CONC BASE TO A
SINGLE POLE TO. ELM TRANSMISSION TOWER
THE SECOND TOWER FROM THE EAST IN A SET
OF FOUR.
ELEV 790.297
BMI2
"X" CUT IN CONCRETE STRIP HOUSING THE
TRAFFIC BARRICADE LOCATED ON NORTH SIDE OF
BOAT CLUB ROAD, APPROXIMATELY 49 FEET FROM
CENTERLINE OF BOAT CLUB ROAD, AND ON THE
WEST S1DE OF THE ENTRANCE TO THE BOAT CLUB
ROAD STORAGE WILItt, SAID POINT BEING
APPROXIMATELY 4 FEET SOUTH OF SOUTHEAST
CORNER OF THE CHAIN LINK FENCE HOUSING
NATURAL GAS APPURTENANCES BM IS
APPROXIMATELY 1,047 FEET EAST OF THE
INTERSECTION OF CAPE RO—E DRIVE AND BOAT
CLUB ROAD
ELEV 561.60'
BM 3
I CUT NORTHEAST CORNER OF AN ELECTRIC
VA
VAULT LOCATED
TED AT NORTHEAST CORNER OF THE
INTERSECTION IM PARK DRIVE AND BOAT CLUB
ROAD, APPRO%IMBOAT 46 ROAD,
EAST D THE
CENTERLINE OF BOAT CLUB ROAD, AND
APPROXIMATELY 61 FEET NORTH OF THE
CENTERLINE OF PARK DRIVE SAID POINT IS
APPROXIMATELY 66 NORTHEAST THE
INTERSECTION OF PARKRK DRIVE AND BOAT CLUB
ROAD.
ML
STORM DRAIN DETAILS
N®RTHP''OINTE
WEST
PHASE 4
CITY OF FORT WORTH
TARRANT COUNTY, TEXAS
LIA EnyLTMrks Ym.
MA
.M. N_ Central Expressway
sul.00
DaIWs, Tess 712.
Rare Efi96210710
ERN-F-1366
LJA PROJECT ID
M600-0204
DATE MAR 2024OESION LADRN AW
)
9-�
scALE
HORZ N/A
VERT. N/A
SHEE
26 S-2478
OF 86 SHEEfS
a �xGaaa xF«�xExx u ua s NO SAVED OR PROPOSED(
(TREES ARE WITHIN THE III
SWFMA BOUNDARY
M xre o s CITY PROJECT NO. 104932
FID. 30114-0200431-104932-EO7685
X-2820
WAPSCO
wen (m) ] -I y- w x� 1.)^' MAPSCO NO 032A
Ina] •TIT
BENCHMARKS:
BMI1
x TME wow AT THE INTERSECTION OF BOAT CLUB RD AND
PARK DR 256'E EAST OF CENTERLINE BOAT
CLUB RD. AND 66't NORTH CENTERLINE PARK
OR IN THE SOUTH SIDE OF A CONC BASE TO A
SINGLE POLE TO. ELEC TRANSMISSION TOWER
xa f THE SECOND TOWER FROM THE EAST IN A SET
2.
wall ixoanrzo m 1N5 xanw Sl
OF FOUR.
ELEV 790.297
BMI2
"X" CUT IN CONCRETE STRIP HOUSING THE
xoxE TRAFFIC BARRICADE LOCATED ON NORTH SIDE OF
VxtEss olxea.sE ixpanrzo m xxE oanwxoS r ro wnvE BOAT CLUB ROAD, APPROXIMATELY 49 FEET FROM
as sopx Vn' aea rom N CENTERLINE OF BOAT CLUB ROAD, AND ON THE
WEST SIOE OF THE ENTRANCE TO THE BOAT CLUB
x ROAD STORAGE FACILItt, SAID POINT BEING
APPROXIMATELY 4 FEET SOUTH OF SOUTH—
R.
IS
CORNER OF THE CHAIN LINK FENCE HOUSING
P.,
( ) vaa[cxarx anrto xt„ar anrtas caa tEss TM�]�]-rep sxnLL eEre APPROXIMATELY NATURAL GAS APPURTENANCES
i 1,047E FEET EEASTTMOF THE
INTERSECTION OF CAPE ROYALE DRIVE AND BOAT
W w xxE puwxes ttrta FAwne eKree c .,wn cwca is is x we nncs0 erne to xap w nna CLUB ROAD
(eotN . xmJ ELEV 661.60'
BMI3
"Y. CUT ON NORTHEAST CORNER OF AN ELECTRIC
VAULT LOCATED AT NORTHEAST CORNER OF THE
CITY OF FOORTH, TEXAS REVISED 0490.4027 INTERSECTION OF PARK DRIVE AND BOAT CLUB
I ORT WORT I RT RD 0, APPROXIMATELY 46 FEET EAST OF THE
• A REINFOWRCED CENTERLINE of BOAT CLUB ROAD, AND
it it CONCRETE RIPRAP 3137 00•D419 APPROXIMATELY 61 FEET NORTH OF THE
CENTERLINE OF PARK DRIVE SAID POINT IS
APPROXIMATELY 66 FEET NORTHEAST OF THE
INTERSECTION OF PARK DRIVE AND BOAT CLUB
ROAD.
ELEV 797 44'
X
W NYLOPLAST INLINE DRAIN WITH STANDARD GRATE I
n I
n
F�,.� IxIEpwTmpx:nElxTyl �� I
duTEroMATaarswo.a
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II I
DATE II REVISION I BY
YMN TiICNHE55GwONHE
ry STORM DRAIN DETAILS
14511RnFFlC LONS'. COxCRETE—.MEN3KK]SIA -
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1]I VARKXreTyFEfiGF�ET,GDRE]AD,R� WEST
a•-]p FpxCOPoXIGI�hDNOFE
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caRRUG4TEonwseEawc
wAmmsxrJwxr CITY OF FORT WORTH
IcawuwTFnxor4slv.]TA TARRANT COUNTY, TEXAS
ni
THE BMxF1LL1MTER1ALSIWLBECRUSxE➢STOxEOROTER I I' !? VA-c.-I SV. Y10. MA
SU80 NorIN Central Expressvey Rare Efi9 6210710
=8 fiare4o9
class ll.aa�111ETMwntmniuo�rlFr, uwnslMoz>zi
OaIWs, Texas 75208 ERN-F-1388
IEDU
o PU10EOn CGMRACfONIYwnCCEAOxox�if[E lwnx AS zitrE LJA PROJECT ID
M600-0204
n8 aEsaxuaEovcl�NoxrEnnnx5lAv E OF DATE MAR 2024
CESION
iixsll�aeaw4oxm�m Apr I� R�.a` JMT I/ �• DRAWN LJA
^4 stxuN-N} ' rnss uekrt En wwMEf((/ MybpW,l: SCALE
E6 w�fEymMlMwlmagvawuU, rot xoAMa[ � a .w.maYeixsm� �xs�� VERT. N/A
ar4r,xpw+wElecauaxEEowaaauunomw.ra xxxmaxsawlmwusr. ®,...a..��^'�� 1n sxm 1a1 xo. —Uaon aEv ] 2a f0 SHEEf
E.
79
on OF 86 SHEEfs
455 LF 12' HOPE VARYING SLOPE 12- (N-12) HIGH-DENISTY 0 3� Jam\
4'X4' DROP INLET - TOP OF PIPE SHALL HAVE 1' OF POLYPROPYLENE PIPE (HDPE) SR18
CONNECT TO COVER BELOW CONCRETE SWALE FOR ADS INUNE DRAIN WITH STD GRATE FEET
LAT 051 - 30' HP FL - 751.1
CONSTRUCTED WITH \ /1
NORTHPOINTE WEST (`/ \1
PHASE 4
J/FL
(N-12) HIGH-DENISTY
YPROPYLENE PIPE
PE) TO CONNECT \
STD 4'X4' DROP INLET
- 724.42730.6.799� EG 739.E 6.96% „% EG 745.4 1.399 EG 746.8 1 J8� EG �48.4 4.479b EG 752.8
FL 29.2 i �_��_�r- FL 38.5 i r L 43.8 r L 4F ' "' r I 47.E -� FL 51
2 E31.2 - I �� av� - 4(i.0 �14v f4 T54� 3n LF of
B2�7�g.3 9,6 B30.0 - B35.6 B38.6 �642.2 \ B45.9\�NCRETE
31.3 32.8 .6 3S, 42.7 VARIABLE
O
- VARIABLE SLOPE
36.2 ` 43.3
2-_ >
\3 .9 �.3 4-0
= CAST IN PLACEMAS\ y
Z RY GRAVITY
6 72 9 FP-_ RErarNil ALL FP- SOU FP= FP
PE 3.1 73 5 - _BOUNDARY 739.9 ,, 7 .6
E (TYPE A) I (TYPE A) �� PE
_ \ - it
�4' CONCRETE
CHANNEL NO SAVED OR PROPOSED
\ i $,5� �\ (2.1 MAX) TREES ARE WITHIN THE
FP= 28• 31,7 � SWFMA BOUNDARY
729.5 .28.2 _ _ �31..5 %
(TYPE A) EXISTING J OFFSITE TOP OF
\ GRADE OFFSITE ItWALL
CONCRETE TRIANGULAR
LOT 12- (N_12)
HIGH-DENISTY SECTION LOT VARIES O 7.097E
PROPOSED POLYPROPYLENE I 10 HOA LOT ''
W GRADE PIPE (HDPE) 4' i 4' CONCRETE
RETAINING � EXISTING
�..� 1.72' I GRADE
WALL
FREEBOARD?
TOP OF TOP OF SECTION C-C PROPOSED
X �, CONCRETE TRIANGULAR WALL CONCRETE TRIANGULAR
R NOT TO SCALE GRADE
SECTION A -A VARIES O 2.6591 R SECTION B-B VARIES O 6.43% R 12- (N-12)
w 10' 10' HOA LOT It I HOA LOT HIGH-DENISTY
i POLYPROPYLENE
In
i lI 4' CONCRETE 10 I 4, I 4- CONCRETE 10 PIPE (HDPE) SE T`Ij(U C
1.5T8' y I GRADE EXISTING 4' CONCRETE EXISTING 4' CONCRETE
FREEBOARD �) I / - CHANNEL rrcEE660ARD �'� GRADE CHANNEL REAR CONCRETE SWALE
LLL 12:1 MAX) Tfgl --- ) BASIN: C-C INT
v , SLOPE - 7..8 CIF
0700 = 9.8 CFS
PR POSED PROPOSED �� jC V100 - 8.49 FPS
EXISTING OFFSITE GRADE J DMAX = 0.53 FT
12' (N-12) EXISTING OFFSITE FREEBOARD = 1.72 FT
HIGH- (N-1 Y GRADE 12- (N-12) GRADE FROUDE NUMBER = 2.890
HIGH-DENISTY MANNING N=0.019
POLYPROPYLENE 12- (N-12) 12- (N-12)
PIPE (HDPE) SEPIT A -A LOT HIGH-DENISTY POLYPROPYLENE HIGH-DENISTY
6r }Q SCALE POLYPROPYLENE PIPE (HDPE) SECTION B-B POLYPROPYLENE
PIPE (HDPE) NOT TO SCALE
REAR CONCRETE SWALE PIPE (HDPE) SWFMA SWALE & PIPE
BASIN: A -A TNT PROPOSED REAR CONCRETE SWALE PROPOSED
SLOPE = 2.6576 GRADE RETAINING BASIN: B-B INT GRADE RETAINING EXHIBIT
SLOP = 2. % WALL SLOPE - 1.06% WALL
0100 = 5.15 FPS Q100 = 5.8 CFS NORTHPOINTE WEST PHASE I
DMAX = 0.67 FT V100 = 3.63 FPS ���
FREEBOARD = 1.58 FT DMAX = 0.63 FT LJA Engineering, Inc.
FROUDE NUMBER - 1.763 SECTION A -A FREEBOARD = 1.62 FT SECTION B-B 6060
North Central Expressway Phone 469.621.0710
MANNING N-0.019 NOT TO SCALE FROUDE NUMBER = 1.148 Suite400
MANNING N=0.019 NOT TO SCALE Dallas,Texas 75206 FRN-F-1386
rW ...' ' '^i ■ n9
P fit.
RWI/1 MASONRY WALL SCHEDULE -1500 psf - 6VAH BATTER
H
B
III
C
CI
A
T
G
1'-0..
1'-0"
0'-0"
0'-10"
0'-2"
0- 2"
1'-0'.
SEES/RWI
2'-0"
1'-3"
0'-0"
0'-11"
0'-3"
G'-4"
1'-3"
SEE B/RWS
3'-0"
1'-9"
0'-0"
1'-0"
0'-4"
0'-6"
1'-9"
SEE B/RW3
4'-0"
2'-3"
0'-0"
1'-1"
0'-5"
0'-8"
2'-3"
SEE a/RW3
2'-10"
0'-1"
1'-3"
0'-6"
0'-SG"
2'-9"
0'-10"
3'-1'
0'-1"
1'-6"
0'-7"
1'-0"
3'-W
0'-11"
7'-0..
3'-9"
0'-7"
1'-9"
0'-8"
V-2"
T-2"
1'-0"
1500 Psf
8'-0"
4'-8"
0'-9"
2'-0"
0'-10"
V-4"
3'-11"
1'-2"
9'-0"
5'-3"
V 2"
2'-3"
0'-11"
V-6"
4'-1"
1'-4"
10'-0"
6'-3"
1'-5"
2'-6"
1'-1"
1'-8"
4'-10"
1'-6"
11'-0"
7'-3"
1'-9"
2'. 1"
1'-3"
1'-10"
5'-6"
1'-8"
12'-0"
8'-2"
2'-2"
T-0"
1'-5"
2'-0"
6'-D"
V-30"
13'-0'
9'-S"
2'-5"
3'-3"
1'-8"
2'-2"
T-0"
2'-0"
I 1.,
10'-0"
3'_4"
3'_6"
1'-9"
2'-4"
6'-8"
2'. 2"
15'-0"
11'-0"
3'-6"
T-1"
1'-11"
2'-6"
7'-6"
2'-4"
1600 psf
16'-0'
11'-7"
T-9"
4'-0"
2'-1"
2'-1"
T-10"
2'-6"
1110 pd
17'-0..
IT-3"
4'-0"
4'-3"
2'-2"
2'-10"
8'-3"
2'-8"
1800 Psf
18'-0"
13'-0"
4'-3"
4'-6"
2'-4"
3'-G"
8'-9"
2'-30"
1900 pd
19'-0"
13'-9"
4'-6"
4--9"
2'-5"
3'-2"
9'-3"
3'-0"
2000 psf
20'-1"
14'-6"
5'-0"
5'-0..
2'-7'
3'-4"
9'-6"
3'-2"
2050 Psf
ACTIVE
\ftL DESIGN CRERIA
PASNVE COEIIIDENT.1
BEARING
4.
SLDPETOP
B
AOPEBOT
9t
PREUURE
0"
PREssuRE
0P
PRIMON
SURCHARGE
a
15M psf
14.3 deg
14.3 deg
30 deg
30 deg
0.3
0 psf
RW1/1 MASONRY WALL W/ 6V:1H BATTER
O'll „ �ro"PEme
W
i
asaeaosrmriea
m—
RW1/2 WALL SECTION W/ FENCE POST
�oxreww�mn��'"vines
C r�
u x.s
RW1/3 TYPICAL PLAN VIEW AT CORNER
RW1/4 TYPICAL PLAN VIEW AT BASE
1 0e1gnBu1tl` NO SAVED OR PROPOSED
Inlernabonal Budding—, b4
TREES ARE WITHIN THE
2. Gadechnical Raped SWFMA BOUNDARY
og�
m¢Ap
aweLL
Cceffic ant of Fr di,, between Base d— arM Soil -0 30
Backfill So I Parameters
Backfill So Naturel Clays or F II Soils
Base So I Parameters
Sol at Tce —li Undidurbed d Rll Shc,
The backfill soli angle of'nt—I bldlon referred to above', a cemp—angle d Idemal m lon and
ndudas -1, h.— antl angle d —I fr cton d Na eo Is
TM1a usedvery we[or vary tlry backfill soil shoultl be evcid.d TM1a usedfwevy equipman[wiNin 3'-0'd
Ne wall mould damage Ne wall and should be a,.d,d.
Locate base of walla on uMisWrbatl or prepedy compadatl mil
4. Malanalc
Avenge density of masonry stone wall varies from ISS pd to 145 pd Size of—, with, wall varies from
4"ta 18' LmsM1etl concrete wiN or wdM1od reber is acceptableN be usetl in Ne well consWchon
Dreinega zone ma[enals may be cemposetl dGean graveladone retging from 1"l05' —ld
wnaeN is acreptable provitletl it is clean antl generally free of duet or oNer deletnous maNnals
Portland Cement Modar for Rdalning WaII Consb 11
ThePo.11 cementd th usedfor.g llclbn.the above gale podia, of the masonry stone retaining
wells sM1ell be pmvitletl wdM1 Na following pmpoNons per cubic yeM of concrete The POMantl ewtwd
mode. supplier shall N.M. "batch bdeN' clearly indicating that the app.pn.. amount of matenals are
provided in each concrete miser bl p load The batch ,. L shall Geady mtlicale the a b.. .batchetl, the
tla[e, Ne projed name antl sM1ell be providetl to OirtSavers, LLC for review, tlocumentatmn, antl R.
Contenk Amount per mobil y1M
Type F Fly Psh g4 Ibs
F— Aggregate(sand) 3,260 Ibs
PO Ne Water 235 Ibs
Type 1 P-- Cement 376 Ibs
AtlmixNre C.-1. 48 oz averege
Concrete retaMere such WE— RetaMer" maybe used at Ne discretion oft, masonry wall
onbador. A greater amount of retaMer (about 64 ounces) is typically used during hot periods antl a
lass amount d—Mar (about 32 ounres) is typcally usetl tlunng cod weaMer
Please note Nat Ne above propoNons unit provide a PaMantl cement morlarwdM1 a mmpressiva strengd,
of about f— W00 psi DutSavea. LLC does not require any wncrele testing provided Ne above
poporbons ere verified by way of Ne'batch b.—
S. Con,hUdlon Reviews
D—vers, LLC sM1aII be calletl for--d.. review of masonry wall
6. Retaining Wall Design Conelrainb
Retaining wall, should rwt have solid fence placed on top of wall oNer than Nat shown on Nese plans.
Retaining walls sM1e11 not h., add,b—surcharge placed above Ne wall other than Nat 1-1 on these plans
Retaining walls shall not h.. slope at base or top of wall Nat .—d. Nat wh,ch is shown on these plane Q
The retaining walls noted above require special design Q
Minor 11rilbens in the—11dili d the retaining walls from these documents may be —pled at Ne
disdebon of Ne design engineer
RETAINING WALL
DETAILS AND NOTES
-IRw 0112o1a
RW 1
Exhibit "C"
CITY OF FORT WORTH STORMWATER FACILITY
OPERATION AND MAINTENANCE PLAN
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 shall be maintained at all times by
removing and preventing drainage interference, obstructions, blockages, or other adverse
effects into, through, or out of the system.
Periodic silt removal shall occur when standing water conditions occur or the pond's
storage volume is reduced by more than 10%. Silt shall be removed and the pond/basin
returned to original lines and grades shown on the approved engineering plans. In
addition, corrective measures are required any time a basin does not drain completely
within 72 hours of cessation of inflow. NO STANDING WATER IS ALLOWED in
basins designed for dry detention purposes.
Accumulated litter, sediment, and debris shall be removed every 6 months or as necessary
to maintain proper operation of the basin. Disposal shall be in accordance with federal,
state and local regulations.
Detention facilities shall be mowed monthly between the months of April and October or
anytime vegetation exceeds 12-inches in height.
To prevent debris from entering and clogging the downstream storm sewer system a wire
mesh screen or similar screening device shall be installed over the outlet until final
acceptance.
4. PREVENTIVE MAINTENANCE/INSPECTION
• Visual inspections of all components will be conducted every 6 months.
• A log shall be kept of maintenance actions, and inspections. The log should
document the condition of the detention system's primary components, mowing,
and silt, litter and debris removal dates. Document aeration of the basin bottoms
and replanting to prevent the sealing of the basin bottom.
• 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.
1
Exhibit "D"
Stormwater Structural Maintenance CHECKLIST
FREQUENT
INSPECTION
Mowing
Remove Trash and
debris
Inspect irrigation
system operation
Remove grass
clippings
Violations Noted
MINOR
INSPECTION
Condition of Pond
Amount of silt in
pond
Amount of silt in
flume
Amount of ponded
water
Amount of wetland
vegetation
Location of Erosion
Percent of vegetation
Condition of trash
guard
Location of Erosion
MAJOR
INSPECTIONS
Condition of
Stormwater Quality
Structure
Type of Stormwater
Quality Structure
Structure type and
Condition
Condition of Rip -Rap
Condition of filtration
REPAIRS REPAIRS
DATE NOTES
REQUIRED MADE
1
system
Berm or Embankment
Settlement
Location of erosion
Evidence of Animals
Evidence of Aquatic
life
Condition of Aeration
Foundation