HomeMy WebLinkAboutContract 61860Date Received: 8/19/2024
Time Received: 2:36 pm
Permit No.: SWFMA-24-0030
City Secretary No.: 61860
STORMWATER FACILITY
MAINTENANCE AGREEMENT
THIS AGREEMENT, made and entered into this day 19th of AUgUSt
2024, by and between KLLB AIV, LLC, a Delaware limited liability company,
hereinafter referred to as "Landowner", the North -Pointe 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 J.H. Simmons Survey, Abstract No. 1486, and the Benjamin
Thomas Survey, Abstract No. 1497, 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 113,
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
OFFICIAL RECORD
CITY SECRETARY
FT. WORTH, TX
STORMWATER FACILITY MAINTENANCE AGREEMENT
Rev. 03/01/2022 BN
WHEREAS, the City requires that on -site Stormwater Management Facilities
("Facility") as shown on the Plan be constructed and adequately maintained by the
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,
STORMWATER FACILITY MAINTENANCE AGREEMENT 2
Rev. 03/01/2022 BN
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,
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
STORMWATER FACILITY MAINTENANCE AGREEMENT 3
Rev. 03/01/2022 BN
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 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 FACILITITY 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.
STORMWATER FACILITY MAINTENANCE AGREEMENT 4
Rev. 03/01/2022 BN
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 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 TO REMAIN BLANK]
STORMWATER FACILITY MAINTENANCE AGREEMENT cJ
Rev. 03/01/2022 BN
Executed this 19th day of August
CITY OF FORT WORTH
Dana �V �6#
Dana Burghdoff (Aug 202413:49 CDT)
Dana Burghdoff
Assistant City Manager
City of Fort Worth
Date: Aug 16, 2024
Approved as to Form and Legality:
Matthew Murray
Sr. Assistant City Attorney
City Attorney's Office
Date: Aug 15, 2024
2024
LANDOWNER
KLLB AIV, LLC
a Delaware limited liability company
By: Nathan Holt
Its: Authorized Signatory
Date: 08/13/2024
ASSOCIATION
Northpointe Residential Community, Inc.
By: Kyle Dickerson
Its: President
Date:
0
go�poRr°�s$
Contract Compliance Manager:
ATTEST:
°oa000 o�*p
By signing, I acknowledge that I am the
1
person responsible for the monitoring
and administration of this contract,
Jannette S. Goodall
including ensuring all performance and
City Secretary
reporting requirements.
Date: Aug 19, 2024
Rebecca Owen (Aug 15, 2024 15:59 CDT)
Rebecca Owen
Planning Manager
Date: Aug 15, 2024
OFFICIAL RECORD
CITY SECRETARY
FT. WORTH, TX
STORMWATER FACILITY MAINTENANCE AGREEMENT 6
Rev. 03/01/2022 BN
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
By: Nathan Holt
Its: Authorized Signatory
Date:
ASSOCIATION
Northpointe Residential Community, Inc.
By. Kyle Dickerson
Its: President
Date: f-13 - 2-V
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 August 16th, 2024 by Dana
Burghdoff, Assistant City Manager of the City of Fort Worth, on behalf of the City of Fort
Worth.
O�PRYP�e/ BROOKE BONNELL
2 Notary Public
• * STATE OF TEXAS
N9�oF� Notary I.D. 134009525
My Comm. Exp. Oct. 11, 2026
LANDOWNER
STATE OF ARIZONA
COUNTY OF MARICOPA
—�e
Brooke BonneH (Aug 16, 202413:50 CDT)
Notary Public, State of Texas
2
BEFORE ME, the undersigned authority, a Notary Public in and for the State
of ARIZONA , on this day personally appeared Nathan Holt, Authorized
Signatory, 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 KLLB AIV, LLC, and in
the capacity therein stated.
GIVEN UNDER MY HAND AND SEAL OF OFFICE this 13TH day
of August 12024
Y
0�` , MEREDITH LEYTON NotaryPublic, State of Arizona
MARICOPA COUNTY
9 "" CommHkeM 0 831706
E*hw .wy t4, 2026
STORMWATER FACILITY MAINTENANCE AGREEMENT 7
Rev. 03/01/2022 BN
ASSOCIATION
STATE OF
COUNTY OF 'C'114c §
This instrument was acknowledged before me on ��� ��,� by, Kyle
Dickerson, President, acting on behalf of the Northpoiae Residential Community, Inc.
al"
1
lNoy lic, tate of
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 0.389 ACRES OF LAND SITUATED IN THE J. H. SIMMONS SURVEY, ABSTRACT NO. 1486 AND THE
BENJAMIN THOMAS SURVEY, ABSTRACT NO. 1497, 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 WITHIN SAID KLLB AIV LLC TRACT, FROM WHICH A CONCRETE MONUMENT
FOUND FOR A REENTRANT CORNER OF SAME TRACT AND THE NORTHEAST CORNER OF A TRACT OF
LAND DESCRIBED TO POLO CLUB BUILDERS INC BY DEED RECORDED IN COUNTY CLERK FILE NO.
D217239713 OF SAID OFFICIAL PUBLIC RECORDS BEARS SOUTH 62'51'02" EAST, A DISTANCE OF 227.40
FEET;
THENCE OVER AND ACROSS SAID KLLB AIV LLC TRACT, THE FOLLOWING COURSES AND DISTANCES:
NORTH 50°47'08" WEST, A DISTANCE OF 20.10 FEET;
NORTH 39°12'52" EAST, A DISTANCE OF 115.41 FEET;
NORTH 00°13'48" EAST, A DISTANCE OF 119.29 FEET;
SOUTH 89°46'12" EAST, A DISTANCE OF 582.38 FEET TO THE BEGINNING OF A CURVE TO THE
LEFT HAVING A RADIUS OF 555.00 FEET AND A CHORD THAT BEARS SOUTH 09'05'20" WEST,
20.34 FEET;
WITH SAID CURVE TO THE LEFT, THROUGH A CENTRAL ANGLE OF 2°06'01", AN ARC -DISTANCE
OF 20.34 FEET, FROM WHICH A MAG-NAIL FOUND FOR THE SOUTHEAST CORNER OF SAID KLLB
AIV LLC TRACT ON THE NORTH RIGHT-OF-WAY LINE OF PARK DRIVE (A VARIABLE WIDTH
RIGHT-OF-WAY) BEARS SOUTH 05'40'09" EAST, A DISTANCE OF 2112.00 FEET;
NORTH 89°46'12" WEST, A DISTANCE OF 519.15 FEET;
SOUTH 45°13'48" WEST, A DISTANCE OF 56.57 FEET;
SOUTH 00°13'48" WEST, A DISTANCE OF 66.30 FEET;
SOUTH 39°12'52" WEST, A DISTANCE OF 122.52 FEET TO THE POINT OF BEGINNING AND
CONTAINING A CALCULATED AREA OF 0.389 ACRES (16,929 SQ. FEET) OF LAND.
Aaron C.` .E3rQv_ n—_K`P.L.S.
Registered Professional Land Surveyor
Texas Registration No. 6702 �E..�F.. T
LJA Surveying, Inc. '�P G� RFo' 9
3017 West 7T" Street, Suite 300
Fort Worth, Texas 76126
AARON C. BROWN
682-747-0800 ..%.....................
TBPELS Firm No. 10194382 � 6702 ap'
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February 22, 2024
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LEGEND
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
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
THE RESULT OF THE APPLICATION OF A COMBINED SCALE FACTOR OF 1.00012.
DATE: 02/20/2024 EXHIBIT "A"
PAGE 2 DRWN BY: S.A.T. STORM WATER FACILITY MAINTENANCE AGREEMENT
CHKD BY: A.C.B. SITUATED IN THE
OF 2 J H SIMMONS SURVEY, ABSTRACT NO.1486 AND THE
PROD NO. 0204 BENJAMIN THOMAS SURVEY, ABSTRACT NO.1497
CITY OF FORT WORTH, TARRANT COUNTY, TEXAS
ARC LENGTH
20.34'
200 0
1 INC" = 200 FT.
LJA Surveying, Inc. 994
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 0.057 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 WITHIN SAID KLLB AIV LLC TRACT, FROM WHICH A 3/4-INCH IRON ROD FOUND
FOUND FOR THE SOUTH COMMON CORNER OF SAME TRACT AND A TRACT OF LAND DESCRIBED TO
EAGLE CREEK STORAGE LLC BY DEED RECORDED IN COUNTY CLERK FILE NO. D220147856 OF SAID
OFFICIAL PUBLIC RECORDS ON THE NORTH RIGHT-OF-WAY LINE OF FARM -TO -MARKET 1220 (A 100-
FOOT WIDE RIGHT-OF-WAY) BEARS NORTH 86°09'14" WEST, A DISTANCE OF 2204.08 FEET AND FROM
SAID CORNER, A 1-INCH IRON ROD FOUND FOR THE NORTHEAST CORNER OF SAID EAGLE CREEK
STORAGE TRACT BEARS NORTH 00°25'36" EAST, A DISTANCE OF 1036.49 FEET;
THENCE OVER AND ACROSS SAID KLLB AIV LLC TRACT, THE FOLLOWING COURSES AND DISTANCES:
NORTH 20°58'S3" EAST, A DISTANCE OF 59.78 FEET;
NORTH 16°07'52" EAST, A DISTANCE OF 55.50 FEET;
NORTH 13°41'53" EAST, A DISTANCE OF 49.69 FEET;
SOUTH 76°18'07" EAST, A DISTANCE OF 15.00 FEET;
SOUTH 13°41'53" WEST, A DISTANCE OF 50.01 FEET;
SOUTH 16°07'52" WEST, A DISTANCE OF 56.45 FEET;
SOUTH 20°58'S3" WEST, A DISTANCE OF 60.41 FEET;
NORTH 69°01'07" WEST, A DISTANCE OF 15.00 FEET TO THE POINT OF BEGINNING AND
CONTAINING A CALCULATED AREA OF 0.057 ACRES (2,489 SQ. FEET) OF LAND.
Aaron C.riR.P.L.S.
Registered Professional Land Surveyor
Texas Registration No. 6702
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LJA Surveying, Inc.
A,Pe°FO 9
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3017 West 7T" Street, Suite 300
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Fort Worth, Texas 76126
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AARON C. BROWN
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TBPELS Firm No. 10194382
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February 22, 2024
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x LEGEND
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 MAINTAIN'�ENCE AGREEMENT
a CHKD BY: A.C.B.
OF 2
D.F. MCCASITUATED IN THE
RTY SURVEY, ABSTRACT NO. 1079
i PROJ NO. 0204
CITY OF FORT WORTH,
U
TARRANT COUNTY, TEXAS
'�.6
50 0
1 INCH = 50 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:
• ISWM CONSTRUCTION PLAN
• DRAINAGE AREA MAP
• SWALE PLAN & PROFILES
• STORM DRAIN PLAN & PROFILES
• GRADING PLAN
• STORM DRAIN DETAILS
NOTES.
1. THE DEVELOPER SHALL PERFORM WEEKLY SWPPP INSPECTIONS AND SHALL
CONDUCT A RAIN EVENT INSPECTION IF THE CITY OF FORT WORTH REQUIRES
R
2. PRIMARY OPERATOR TO LOCATE AND MAINTAIN EQUIPMENT STAGING AREA AND
EQUIPMENT LAYDOWN AREA
3 PRIMARY OPERATOR IS RESPONSIBLE TO SUBMIT THE N01, UPKEEP AND
N MAINTAIN THE CONSTRUCTION SITE IN ACCORDANCE WITH LOCAL, STATE AND
FEDERAL REQUIREMENTS FOR EROSION AND SEDIMENT CONTROL (TCEO
TXR150000)
IUAI■ 4. PRIMARY OPERATOR SHALL IMMEDIATELY HVDRH ALL DISTURBED AREAS
AT THE COMPLETION OF ALL GRADING ACTIVITIESIES WITHIN THE 100 YEAR
FLOODPLAIN
5 IF ANY EARTH MATERIAL IS TRANSPORTED FROM THE CONSTRUCTION SITE, THE
CONTRACTOR RESPONSIBLE FOR MAINTAINING ER05ION CONTROL SHALL
0 50 1. p0 PROVIDE STREET CLEANING ON PUBLIC STREETS ON A DAILY BASIS. EARTH
MATERIAL IS NOT PERMITTED TO ACCUMULATE ON ANY PUBLIC STRESS USE
OF WASH WATER TO WASH SEDIMENT FROM STREETS IS PROHIBITED
6. CONSTRUCTION ENTRANCE TO BE DETERMINED BY OWNER
J. ALL PARKINJD, RIGHT OF WAY (ROW) CORNER CLIPS, AND TRAFFIC BINDERS
WILL BE MAINTAINED AND MOWED BY THE CONTRACTOR FOR HIGH GRASS AND
WEEDS EVERY 14 DAYS
8 ANY PARKIAND, RIGHT OF WAY (ROW), CORNER CLIPS, AND TRAFFIC DIVIDERS
THAT WERE DISTURBED DURING CONSTRUCTION WILL BE PUT BACK IN THEIR
ORIGINAL STATE OF BETTER
m
9 IN THE EVENT, GRASS HAS BEEN DISTURBED ON PARKLAND, IN THE RIGHT A
WAY, CORNER CLIPS, OR TRAFFC DIVIDERS CONTRACTOR WILL RESTORE GRASS
GRASS WILL BE ESTABLISHED AT 100% BY THE CONTRACTOR
10. FOR PARKLAND, ROWS/ MEDIAN CONTRACTOR WILL USE CLEAN TOP SOIL
WITH NO ROCKS TO BACK FILL BEFORE LAYING OF SOD OR HYDRO SEEDING.
11 GRADING TO BE INSPECTED BY PARD AGENT 817-392-5700 PRIOR TO
SEEDING OR SOD
12 DELIVERY TICKETS OF CLEAN SOIL WILL BE FURNISHED ASAP ON REQUEST
THIS 15 IN ACCORDANCE WITH SECTION 33-1 AS IT RELATES TO RESTORATION
13 FINAL LOCATION OF ONSITE WASTE AND MATERIALS STORAGE i0 BE
``qq��DDE��TNNER((M��I(N�IED!�7NIN ((THHEEFF FIELD ((�T`
LROSKIN ANtOL ME VIS"TtY ONLY BE PLACED IN FRONT OF INLETS, IN
CHANNELS, DRAINAGEV— 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 PROTECT OR DEPOSITED AS A RESULT OF EROSION CONTROL
MEASURES
NO SAVED OR PROPOSED
TREES ARE WITHIN THE
SWFMA BOUNDARY
LEGEND
TOTAL DISTURBED:
SILT FENCE -----------
39.5 ACRES CURLER ............•
GRADING LIMITS & _
LIMITS OF THIS
CONTRACT
INLET PROTECTION
SURFACE FLOW ARROW y
CONSTRUCTION
ENTRANCE / EXIT
ROCK CHECK DAM �0
NOTE. THE CONTRACTOR SHALL CONTACT THE FOLLOWING AT LEAST
48 HOURS PRIOR TO EXCAVATING IN THIS AREA.
ATMOS GAS 1—B6fi-332-866J
TXU ELECTRIC DELIVERY 1-800-242-9113
CHARTER COMMUNICATIONS 1-817-509-62J2
FORT WORTH TRANSPORTATION/PUBLIC WORKS 1-817-392-8100
FOR OTHER FACILITIES WWW TEXAS811 ORG OR 1-800-545-6005
0
0
0
GRADE TOSURE
PNTRACTORTO
POSITIVE DRAINAGE
PONDAT LOW POINTSJACENT
FO
c0
TO POND
O
CITY PROJECT NO 104B29 Z
FID 30114-0200431-104829-EO7685 m
X- 27963
W- 3008 O
MAPSCO NO. 32E—F
0]
Know„T,.,fsbelow. w
C.,��DefOYlyouMiTU. !n
BENCHMARKS. _
BMpt C
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 GONG BASE TO A H
SINGLE POLE TO. ELM TRANSMISSION TOWER W
THE SECOND TOWER FROM THE EAST IN A SET
OF FOUR.
ELEV 790.297 W
BMpz
CUT IN CONCRETE STRIP HOUSING THE Z
TR
TRAFFIC BARRICADE LOCATED NORTH SIDE OF
O
BOAT CLUB ROAD, APPROXIMATELY 49 FEET FROM
CENTERLINE OF BOAT CLUB ROAD, AND ON THE 0_
WEST SIDE THE ENTRANCE TO THE BOAT CLUB =
ROAD STORAGG E FACILITY, SAID POINT BEING
APPROXIMATELY 4 FEET SOUTH OF SOUTHEAST
CORNER OF THE CHAIN LINK FENCE HOUSING Z
NATURAL GAS APPURTENANCES BM IS z
APPROXIMATELY 1,04J FEET EAST THE
INTERSECTION OF CAPE ROYALS DRI VE AND BOAT
CLUB ROAD
ELEV 661.60'
X' OUT NORTHEAST CORNER OF AN ELECTRIC
VA CLT VAULOCATED
TED AT NORTHEAST CORNER OF THE
INTERSECTION PARK DRIVE AND BOAT CLUB
IM
ROAD, APPRO%IMBOAT 46 FEET EAST THE
CENTERLINE OF BOAT CLUB ROAD, AND
APPROXIMATELY 61 FEET NORTH OF THE
CENTERLINE OF PARK DRIVE SAID POINT IS
APPROXIMATELY 66 FEET NORTHEAST THE
INTERSECTION OF PARK DRIVE AND BOAT CLUB
ROAD.
ELEV 797 44'
II I
II II
II II
II II
I I
II
II II
II
DATE II REV1510N II BY
OVERALL ISWM
CONSTRUCTION PLAN
N®RT H[POINT E
WEST
]PHASE IB
CITY OF FORT WORTH
TARRANT COUNTY, TEXAS
LIA Npin"irks bw
MA
6 13 4_ CerNal Expressway
3u 00
DaIWs, Texas T5208
RN E696210710
FBI -F-I III
LJA PROJECT ID
W600-0204
DATE JAN 2024
OESIGN MENDOZA
DRAWN MENDOZA
g�).
SC
2.2.
37
OF 94 SHEETS
INSTRUCTIONS TO OPERATOR:
OPERATOR SHALL,
1 ACTIVELY MAINTAIN THIS EROSION CONTROL PLAN AND THE
ASSOCIATED STORM WATER POLLUTION PREVENTION PLAN (SWPPP)
2 POST SITE NOTICE AND/OR THE NOTICE OF INTENT (NOI)
PROVIDED IN SWPPP AT OR NEAR THE CONSTRUCTION ENTRANCE,
3. WRITE NAME AND DATE AT EACH LOCATION WHERE EROSION
CONTROL DEVICE IS INSTALLED.
4 SHOW ON THESE PLANS LOCATION AND WRITE NAME AND DATE
OF INSTALLATION ON ALL CONSTRUCTION ENTRANCES, EQUIPMENT
STORAGE LOCATIONS, MATERIAL STORAGE LOCATIONS, VEHICLE
WASHES. AND SANITARY FACILITIES.
5 WITH A HIGHLIGHTER, MARK THOSE AREAS WHERE VEGETATION HAS
BEEN STRIPPED OR WHERE SOIL HAS BEEN DISTURBED DATE OF
DISTURBANCE SHALL BE PLACED IN THESE AREAS SEE LEGEND
6. SOLID FILL, WITH A HIGHLIGHTER, THOSE AREAS WHERE
CONSTRUCTION HAS CEASED AND PERMANENT VEGETATION IS
BEING ESTABLISHED SEE LEGEND
7 DATE REMOVAL OF EROSION CONTROL DEVICES AND NOTE REASON
FOR REMOVAL IN THE SWPPP
8 CROSS OUT AND DATE ANY LOTS THAT HAVE BEEN TRANSFERRED
TO A SEPARATE OPERATOR A NOTICE OF CHANGE SHALL BE
MAILED TO THE TCEQ AND A COPY SHALL BE PLACED IN THE
SWPPP
9 NOTIFY ENGINEER IN WRITING WHOSE SEAL APPEARS ON THESE
DOCUMENTS OF ALL MODIFICATIONS AS REQUIRED BY THE TEXAS
STATE BOARD OF REGISTRATION FOR PROFESSIONAL ENGINEERS
PRIOR TO BEGINNING OPERATOR SHALL MAKE COPIES OF PLAN IF
CURRENT PLAN BECOMES TOO CROWDED FOR USE OPERATOR
SHALL PLACE "SEE REVISED PLAN" WITH DATE ON CURRENT PLAN,
AND BEGIN TO USE A COPY FOR NEW PLAN.
M
1 1 1
CURB LINE
GUTTER LINE
X*
L = LENGTH OF INLET
OPENING PLUS 6'
W
16.NL
AEND
NOTES
I
FRAME TO BE MADE OF 4 GAUGE GALVANIZED STEEL,
3"x6" SQUARE FOR SECTION ADJACENT TO FACE OF INLET,
2
4"x6" SQUARE FOR TOP AND BOTTOM SECTORS
FILTER FABRIC TO BE TS 500 POLYFELT
3
CURB INLET PROTECTOR TO BE MANUFACTURED BY
TEXAS ENVIRONMENTAL MANAGEMENT, INC. OR EQUAL.
(ENGINEER TO APPROVE SUBSTITUTE PRIOR TO
INSTALIATON.)
ALTERNATE 2
CURB INLET PROTECTION
(STAGE TWO)
NOT TO SCALE
rc rc
N
STEEL OR WOOD POST AT 10'-0
-C (MAX)
G
WIRE FABRIC (10 GAUGE LINE WIRES MIN)
12 1/2 GAUGE INTERMEDIATE WIRES (MIN)
I MIRAFI t00X
-
ANCHOR FABRIC IN 4"X4" TRENCH
BACKFILL & COMPACT
II ROW ,—GROUND LINE
n
1 Q I1<
I __ POST OPTIONS
WOOD = 4 X4 OR MIN CIA
a
FT
STEEL = 1 33 LBS/R MIN
w 3
17#IC Ti M WIT
HIGH
FLOW SILT FENCE DETAIL
NOT TO SCALE
CONCRETE BLOCK
PLACED AROUN
DROP INLE
PERIMETE
-1/2" FILTER
ONE
1/2" X 1/2"
WIRE SCREEN
CONCRETE BLOCKS
FILTER
STONE
+TIT
FLAW II'r _ FLOW
{*el +EEPAGE ••� ROCK BARRIER CAN BE
llll (III USED ON PAVEMENT
DROP INLET OR BARE GROUND
SECTION A —A
DROP INLET PROTECTION
NOT TO SCME
41�STANDARD CMU BLOCK
2"-4" CMU BLOCK
ROCK INLET INLET
B' TO S"
POULTRY
- WIRE
> O ROCK
ROCK
CMU BLOCK
RETAINING 6
0 8
BOARD
CURB
PLAN VIEW CROSS SECTION
ALTERNATE 1
CURB INLET PROTECTION (STAGE TWO)
NOT TO SCALE
WOOD STAKES 0 6'-B' O-C
AMOCO 2212 (OR EQUAL)
_ I ANCHOR FABRIC IN 4"14" TRENCH
BACKBLL & COMPACT
I'I GROUND LINE
FLOW
�4
I�
f &IR Wf'THiIUT N%I�E Il'E3gH
LOW FLOW SILT FENCE DETAIL
NQT TO SCALE
ORT WORT I cm oFRo ,MRTH, TE— i REVISE-0-2021
2"X4" WIRE WEIR 0157 13-0430
CURB INLET PROTECTION
WOVEN WIRE SHEATHING WITH
NOtE. REMOVE SILT WHEN DEPTH REACHES 6 INCHES MAX 1' OPENING, MIN WIRE
ry1. DIA 20 GAUGE
2'
N A
U 2 4" -6" CIA OPENLY GRPDED ROCK
SECTION A
ROCK CHECK DAM
NO SCALE
TEMPORARY
PLYWOD ATEMPORARY
BACKFILL J
PIPE l
CROSS SECTION
CURB INLET PROTECTION
(STAGE ONE)
NOT TO S
ROW
I 50' MIN
20' IN /
ACTCOG ITEM 21 a (d) 10' R
'ROCK FOR FOUNDATION'
PLAN VIEW
OADWA
50' MIN
9' MINI V V L
i T Ti
EXISTING /¢
GROUND FILTER FABRIC J
UNDRLINER
(MIRAFl 140 NL)
PROFILE VIEW
NOTES
1 GRADE ENTRANCE TO PREVENT RUNOFF FROM LEAVING SITE
2 IF APPLICABLE, A TRAFFIC RATED CATTLE GUARD MAY BE USED
AS A SEDIMENT TRAPPING DEVICE, STRATEGICALLY PLACED
ALONG THE CONSTRUCTION ENTRANCE
CONSTRUCTION ENTRANCE DETAIL
NOT TO SCALE
0
0
0
NO SAVED OR PROPOSED
o
TREES ARE WITHIN THE
(
C_)
SWFMA BOUNDARY
z
O
CITY PROJECT NO 104829 Z
FID 30114-0200431-104829—E07695
X— 27963 m
W— 3005
MAPECO NO. 32E—F
m
Knmv,ti liit'c ITeIOW. LL1
UAIII dig. UT
BENCHMARKS. _
BATa1 d
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 H
SINGLE POLE T U. ELEC TRANSMISSION TOWER (�
THE SECOND TOWER FROM THE EAST IN A SET LL1
OF FOUR.
ELEV 79D.297 Ill
BATN2
w
"X'. CUT IN CONCRETE STRIP HOUSING THE Z
TRAFFIC BARRICADE LOCATED ON NORTH SIDE OF
0
BOAT CLUB ROAD, APPROXIMATELY 49 FEET FROM
CENTERLINE OF BOAT CLUB ROAD, AND ON THE d
WEST S1DE OF THE ENTRANCE TO THE BOAT CLUB =
ROAD STORAGE FACILITY, SAID POINT BEING
APPROXIMATELY 4 FEET SOUTH OF SOUTHEAST
0
CORNER OF THE CHAIN LINK FENCE HOUSING
NATURAL GAS APPURTENANCES BM IS Z
APPROXIMATELY 1,047 FEET EAST OF THE
INTERSECTION OF CAPE ROYALE DRIVE AND BOAT
CLUB ROAD
ELEV 661.60'
BMX3
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'
II II
II II
n n
II II
I
II
II II
II
DATE II REVISION II BY
OVERALL ISWM
CONSTRUCTION
DETKILS
1 WI®R)L.ALPOI NITE
WEST
]PHASE IB
CITY OF FORT WORTH
TARRANT COUNTY, TEXAS
uA NOYwffka Yw.
6060— CeTNaI Expressway
S- 00
C.IWs,Texas 75206
MA
P— 4696210710
ERN-F-1366
LJA PROJECT ID
W600-0204
DATE JAN 2024
DESIGN U
DRAWNLJA
USSELL BRAUN
y
aw5�
SCALE
HORZ NTS
VERT. NTS
SHEET
0
38
OF 94 SHEETS
I '
,>>,Vol
�,�II IIII �IUl
I
4 11'
if /� m 1116..JQ
,l
i /
III
,`�• � i� ill �Il I1S"�'y� ; �-
NO SAVED OR PROPOSE
TREES ARE WITHIN THE
SWFMA BOUNDARY
CENTERLINE CURVE DATA
C DELTA90'0000' 50 00' LJ8 54' 545'H03 48'W JO 71'
_------------
8+00
--
7+00
--•
—
6+00
— -._-- --
uh
-
--k---
--
—
I-- I
�' �j.,'
-----�
--
-----
—' -- —
�y-
--
PEOFOS"D OR I)E
--
a
nr
--
zd
—
F9',O%SI D JRi'E
n8—--- ---------
—�n------------9--V------------------
e�p
E6
._ ._
SWALE B
5+00
/ I S' DROP mLEr &
IATi" — 30" RCP
TO BE CONSTRUCTED
T WITH NORTHPOINTE
KWEST PHASE to
27963
GOX((�i1�k"�
1 — 30' RCP
TO BE CONSTRUCTED
WITH NORTHPOINTE
WEST PHA 1A
II
li Y
O
N
JURISDIC110NAL FEATURE O
AS OIED BY 1
ENVIRONMEONME NTAL DATEDED O
BEPTEMBER 2021 0
z
/ o
CITY PROJECT NO 104829 z
RID 30114-0200431-104829—E07685 m
X— 27963
W=3008 _- _-_ _ O
SECTION B-B
SECTION C-C
SERION 0-0
SECTION E-E
NORTHPOINTE PH ]A TAT OS)
E
WALL
PIInsE to
SECTIOT.N E—E
4+00 3+00 2+50 2+00 1+00
— E— — — — — — — — — — — — = — — — — — — — — — — —
785
m
Knoa'IT,—below-
Callb,foroyo��n�T�. co
BENCHMARKS. _
BMI1 d
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 CONIC BASE TO A H
SINGLE POLE TO. ELEC TRANSMISSION TOWER W
THE SECOND TOWER FROM THE EAST IN A SET
OF FOUR.
ELEV 790.297 W
BMI2
"X. CUT IN CONCRETE STRIP HOUSING THE Z
TRAFFIC BARRICADE LOCATED ON NORTH SIDE OF
BOAT CLUB ROAD, APPROXIMATELY 49 FEET FROM O
CENTERLINE OF BOAT CLUB ROAD, AND ON THE d
WEST S10E OF THE ENTRANCE TO THE BOAT CLUB =
ROAD STORAGE FACILItt, SAID POINT BEING
APPROXIMATELY 4 FEET SOUTH OF SOUTHEAST
CORNER OF THE CHAIN LINK FENCE HOUSING O
NATURAL GAS APPURTENANCES BM IS z
APPROXIMATELY 1,047 FEET EAST OF THE
INTERSECTION OF CAPE ROYALE DRIVE AND BOAT
CLUB ROAD
ELEV 561.60'
BMI3
'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
APPROXIMATELY 66 FEET NORTHEAST OF THE
INTERSECTION OF PARK DRIVE AND BOAT CLUB
ROAD.
ELEV 797 44'
DATE REVISION BY
—� c� /---- -- '��— --_ - 780 STORM DRAIN PLAN
\ & PROFILE
SWALE B
WEST
770 ]PHASE IB
S 4 \c I CITY OF FORT WORTH
' \ TARRANT COUNTY, TEXAS
-- ---- - /_ J ®- 765
MAuw■w
J 60fi0 NorIN 1Nal Expressway PM1ore Efi9 fi210)10
17, i p' p'v%--- q F 9 !n \ OaIWs,Ol exas )5208 ERN-F-1388
LJA PROJECT ID
760 M600-0204
PF OP )SE J RO )E J DATE JAN 2024
----\ - C o
K 2_T1` U DESIGN SUTTER
�, DRAWN SURER
U65ELL BRAUN SCALE
'r� III 7� � HORZ 1' 40'
R 5� VERT. 1" = 4'
SHED
zBzO 55
u✓ 7�� OF 94 SHEETS
canoe, /
rnason� � xI ux
m E�7
z-
SECTION OF �F""�o� �
LANE WILL BE COMPLETED
BV SEPARATE CONTACT.
LE C
0
x 2+0
I ----- — _
725 j�--t--t--T— - — — --- / III
720------------------- — /s 1
7�<<
I" �Ere r-1
9.715
P 11 '.TA 2d7 29 (N ^).
$8 (f
E3 705 1
g� I
E 700 1
oa 695
J6.1
1 —0, 1 E6 GI AD-
DRAINAGE AREA SUMMARY
R�OMGE AREA RUNE FF TmTinl Tom, QM00MMENTS
6WALEA- 0.15 0.30 0.0 9.M 0.7 SECTION A -A
SWALEI 0.51 0.30 mo 9.24 1.6 SECTON F-F
STP 1+00.00 SD12=
PI STA 2106 R2 SWAIF tPAV STA 1+31�88X(120.13' RT)
.,RACIANNA STREET
INSTALL 45' BEND
CONNECT TO PROPOSED
SO-12
TO BE BUILT WITH PHASE 1B
NO SAVED OR PROPOSED
TREES ARE WITHIN THE
SWFMA BOUNDARY
3+00
-----------------------------
�
I
I
730 720
— — — — — — --
—
I
-- — �
I
I
725 715
I
I
720 710
—
0' 2AI E
04� �
sGau
I
I
715 705
I
1
_
710 700
I
I
705 695
I
I
I
700 690
+_____+______++_+__+__�
I
695 685
SD12
1+00 2+00
of
IXI'TIN; IRDJNJ1
R-srIL/iI
z
CITY PROJECT NO 10A829
FID 30114-0200431-104829-E07685 m
X- 27963
W- 3006 O
MAPSCO NO. 32E-F
Fs
CO
Knmr,,r1 [ )l E`IQWV4 LJ
�R��Ucforc you MiT�. Lo
BENCHMARKS. _
BMI1 Q-
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 CONIC BASE TO A H
SINGLE POLE T U. ELEC TRANSMISSION TOWER W
THE SECOND TOWER FROM THE EAST IN A SET
OF FOUR.
ELEV 790.297 W
BMI2
"X. CUT IN CONCRETE STRIP HOUSING THE Z
TRAFFIC BARRICADE LOCATED ON NORTH SIDE OF
O
BOAT CLUB ROAD, APPROXIMATELY 49 FEET FROM
CENTERLINE OF BOAT CLUB ROAD, AND ON THE d
WEST S1DE OF THE ENTRANCE TO THE BOAT CLUB =
ROAD STORAGE FACILITY, SAID POINT BEING
APPROXIMATELY 4 FEET SOUTH OF SOUTHEAST
CORNER OF THE GRAIN LINK FENCE HOUSING O
NATURAL GAS APPURTENANCES BM IS z
APPROXIMATELY 1.047 FEET EAST OF THE
INTERSECTION OF CAPE ROYALE DRIVE AND BOAT
CLUB ROAD
ELEV 561.60'
BMp3
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
APPROXIMATELY 66 FEET NORTHEAST OF THE
INTERSECTION OF PARK DRIVE AND BOAT CLUB
ROAD.
ELEV 797 44'
720
715 SWALE & STORM
PLAN & PROFILE
SWALE C & SDI2
710
705
700
LI" iC�'JJJ 1
taO�99. 1 i2' EX�
o I 695
FL-614. '9
1
T
II J-
JW
I �LLI
T�I
690
N®]E T H[BOINT E
WEST
]PHASE IB
CITY OF FORT WORTH
TARRANT COUNTY, TEXAS
uweLdp..EtLr,rLo. MA
BOBONerIN INal Expressway FM1ore Efi9 fi210710
saM4o9
Dallas, Texas 75208 Fill -F-1III
LJA PROJECT ID
W600-0204
g�).
DATE JAN 2024
DESIGN 6UTTET
DRAWN SURERHORZ1' 40'
VERT1" = 4'
HEET
R0 OF 5 65HEETS
6.1 MAX SLOPE WITHIN LEGEND O
99''�� F- SEWER EASEMENT
AI INCLUDING
S F PONS, FOOTINGS,
REGAINING WALLS SLOPE cD
INCLUDING FOUNDATIONS, FOOTINGS, ETC SHALL NOT Ii•� 52.3 SPOT ELEVATION O
EXTEND INTO THE RIGHT-OF-WAY 65' SANITARY SEWER �MxP//9 C
�A \ 2. THE MAINTENANCE OF RETAINING WALLS SHALL BE THE EASEMENT BY PLAT N // FP FINISHED PAD ELEVATION NO SAVED OR PROPOSED o
RESPONSIBILITY A THE PROPERTY OWNER ON WHICH / 9\ ry l l�lc H Tc TOP of CURB TREES ARE WITHIN THE I z
THE REGAINING WALLA LOCATED. SEWER FACILITY °'-m- ` S O
3. REGAINING WALLS GREATER THAN 15" IN HEIGHT REQUIRE EASEMENT
SEPATHANRATE 24" NUILDING HEIGHTPERMITS REQ RE RPIANSINSIGN D AND ETERVOL 16336, TO 89 F 60 EG EXISTING GROUND SWFMA BOUNDARY
\\ d SEALED BY A LICENSED STATE OF TEXAS STRUCTURAL OPRTCT FLOW ARROW
ENGINEER. � 4 SEE SHEET 59 FOR TYPICAL RETAINING WALL DETAILS \\ g FP= 4 ����� EXISTING STORM DRAIN SYSTEM CITY PROJECT NO 104829 O OF baC \ p �i
1I AND SIDEYARD GRADING WITH WALL DETAIL a 696.8 FID' 30114-020D431-104829-EO7685
i'ry3 �\xm �� A�3 EB EXPOSED BEAM X- 27963 m
1 VG VALLEY GUTTER W- 3008 O yxq+ / MAPECO NO. 32E-F
GRADING NOTES. `J/,� ry \ g T/g/E PROPOSED GRADE AT
LOT GRADING TYPE A /'\\ / 0' ..Bd TOP/BOTTOM/END OF WALL
ALL DRAINAGE TO STREET 1. ALL PADS ARE 40'x75' OR 30'x75' UNLESS \ • • '
DIMENSIONED OTHERWISE i M FP / m / < PROPOSD STORM DRP1N SYSTEM d DO
2 FINISHED FLOOR (FF) ELEVATION IS ASSUMED TO BE / 699.E
PROPOSED RETAINING WALL
11' ABOVE FINISHED PAD (FP). �� �' �vm\ �a C 11D. reyouVtliG (n
- LUT
3 FF ELEVATION SHALL BE x 2' ABOVE THE ULTIMATE 100 m PROPOSED ROW �'
YR FLOODPLAIN ELEVATION L/}dJ�
- - 4 MAX IMUM EXPOSED BEAM (EB) SHALL BE 0 T FROM Q�x, ^y / //����.. \�? / m BENCHMARKS. _
sWpO. 5. MAGNITUDE OF EXPOSED BEAM MEASURED FROM FP AS PROPOSED ACCESS RAMP BMM1 0_
1 SHOWN ON PLANS. A FP= AT THE INTERSECTION OF BOAT CLUB RD AND
6 SEE SHEET 58 FOR TYPICAL PAD & SWPLE OVERBUILD
/ PARK DR 256't EAST OF CENTERLINE BOAT
^� $ 1 • DETAIL / �q 7005�¢¢55 CLUB RD. AND 66'2 NORTH CENTERLINE PARK
n rn�%a. (TYPE wJ a SINGLE
L THE TO SIDE OF A CONC BASE R A H
NOTE. THE CONTRACTOR SHALL CONTACT THE FOLLOWING AT LEAST SINGLE POLE TO ELEC TRANSMISSION TOWER (n
100-YR PREDEVELOPMENT n' \ry g �5m F0, 48 HOURS PRIOR TO EXCAVATING IN THIS AREA W
FLOODPIAIN 1 .5 ] FORT WORTH WATER DEPARTMENT 817-392-8296 OFFOUR.
TOWER FROM THE EAST IN A 6EG
ELEv J90.29]
N✓ncE ` ^+ / 70p.5 ATMOS GAS 1-800-660-3030 3M2 W
(TYPE A)66 / ENERGY TRANSFER GAS 1-BJ]-404-2730 'X" CUT IN CONCRETE STRIP HOUSING THE ~
/ 0 4 I TXU ELECTRIC 1-800-242-9113 TRAFFIC BARRICADE LOCATED ON NORTH SIDE OF Z
LOT GRADING TYPE B / m O' \ 1 FORT WORTH TRANSPORTATION/PUBLIC WORKS 817-392-5100 BOAT CLUB ROAD, APPROXIMATELY 49 FEET FROM O
DRAINAGE BOTH TO STREET & REAR LOT LINE 10' FLOODRIONI / O \ FOR ALL OTHER FACILITIES WWW.TEXAS811 ORG OR 1-800-545-6005 CENTERLINE OF BOAT CLUB ROAD, AND ON THE LL
EASEMENTENENTWEST SIOE OF THE ENTRANCE TO THE BOAT CLUB =
5 ROAD STORAGE FACILITY, SAID POINT BEING
ULTIMATE 100-YR + FP- REFER TO SHEET 5 FOR DIVISION 01-GENERAL APPROXIMATELY 4 FEET SOUTH OF SOUTHEAST
FLOOD / / / A y 700.E REQUIREMENTS. CORNER OF THE CHAN LINK FErvCE HOUSING O
p11] O NATURAL CAS APPURTENANCES. BM IS z
(TYPE I m u APPROXIMATELY 1,04J FEET EAST OF THE
/ APPROXIMATE / °' �y�. / CAUTIONII REFER TO SHEET 8 FOR GRADING GENERAL INTERSECTION OF CAPE ROYALE DRIVE AND BOAT
/ LOCATION OF So" ( �� CONSTRUCTION NOTES. CLUB ROAD
ENERGY TRANSFER � APPRO%IMATE LOCATION GA ELEV 661.60'
�� / GAS LINE '0� \� EXISTING UNDERGROUND GAS
N �/ \`\ ]-/ _ LINES CONTRACTOR TO VERIFY CAUTION!!I OR
3
;HEFT 51 FOR \`` ����� / �� y m `, 9 FP / LOCATION &CONTACT PROVIDERS CONTRACTOR SHALL FIELD VERIFY THE "%" CUT ON NORTHEAST CORNER OF AN ELECTRIC
SD11 DESIGN PROPOSED 10' WIDTH > a 699.6)88 / PRIOR TO CONSTRUCTION LOCATION AND ELEVATION OF ALL EXISTING VAULT LOCATED AT NORTHEAST CORNER OF THE
ACCESS RAMP AT ?y.� UTILITIES AND NOTIFY THE ENGINEER OF INTERSECTION OF PARK DRIVE AND BOAT CLUB MAX15R GR DE / > 95 / m SRECOD BE RESPONSIBLE FOR PROTEC NGCTOR CENNTTERLIINE OXFMBOAT CLUB ROAD, SANDF THE
�� \ 7�h7z-- BB65 T96.0 °i / IXISTING UTILITIES AND COORDINATING UBUTY APPROXIMATELY 61 FEET NORTH OF THE
RELOCATIONS WHERE NEEDED. CENTERLINE OF PARK DRIVE. SAID POINT IS
APPRO HEAST OF THE
NTERSECTONL OF PARK TDRIVE TAND BOAT CLUB
X E�? 8800 B000 0 4 ROAD
ELEV V9744'
W X Z� a 8 /T83 884.0 BBOO =,` `6mq �/���I- 'I`\
p ` M -6]8.1 a O ~� , GENE r`j /
20 40 80 / \ ? m BB>5 .f e.0-\ �rz _"/7F(�, ` �� 40' PIPELINE EASEMENT
/ (APPROX. LOCATION)
\ I m 865 TBB g60= fGf T VOL 3408, PG 433
�d• 685 I�m�<6 zt ezr.o Ter. zig OP R.LCT
100-YR FEMA FLOODPUIN J rcLg s \\ \ / �P FP= m '( N 4 0 0 \\zG
]1 667.6 m m/ eG >8O 6 TJ CAST IN PLACE ��
(iWE
]0 I / ' FP= a �fG 6 ° my ^ fG >jb RETAINING WALL �8,g DATE REVISION BY
`96> SWFMA Z B' MAX 4 1
694.9
X9\ 1 �fG> BOUNDARY Ty .. SLOPE
O B84 9 T04 4 B90 6 T91 GRADING PLAN
GRADING EXTENTS / hp`F' / 848 8J2881890 l \ >3 11j1111 z3 \�� ^`\` ��� cb F
TC=6B g 959 B99 C PIPELINE EASEMENT
Pc 2 T41 E 4 3 ' 930 m FP- OL 5057, PC 97
q b ,�' 3696.1 Lm M 'fG> � `a OPRTCTG NORTHPOINTE-0 G " 681.8, /12 sip rc�figt.]s rc�az.g TO pwEA) m lcl
WEST/ - 85 O _89 J_ TC / _ ! 8350 MAX 4A 09 "'i Ju A2 , WE° S �L
MAX 4 1 6+ 9 03.1 - - %
SLOPE E85.3 �fgg,_1 CAST IN PLACE - I SLOPE '/,° '6 \ �1IFE�Tp1 TIFFISG
�'°JP) MASONRY GRAVITY \ F. P 2 APPROXIMATE
�AY��� �v
1.J RETAINING WALL 2 FP I _ I ,J9 \ LOCATION OF 16"
74 75 a Q .9 ATMOS GAS LINE
1B (TYPE A) >3\ CITY OF FORT WORTH
APPROXIMATE LOCATION OF / , k /� \ TARRANT CouNTYx TEXAS
ry m m m
eEXISTING OVERHEAD ELECTRIC & -` M/� (TYP 5 FP= FP=
UNDERGROUND SANITARY DNES, 663�6 665.7
CONTRACTOR TO VERIFY f '
v LOCATION &CONTACT PROVIDERS / a / (TYPE B) (TypE B) (TypE B) 694.7 <rn� 1 FP M Ig y G yam,
PRIOR TO ON TRUCTION N 1 8 4(TYPE B) I Z 695. r" FOR PAVEMENT CONNECTIONS AND R/+�'jq�' �A
/ REPAIRS PLEASE REFER TO THE 62 6060 oN NM1 CenVal ErcDressway PMrrt 4898210]10
w
m m m
m
n {I I (i 3 (d MPE A N CFW 2019 UTILITY CUT POLICY Suikd00
m �TQ_\ �qJ \, mt M (RESOLUTION NO 5082-05-2019) Uallae,Texas 75206 FRN-F-1-
SEWER FACILITY - 94.p -fc GRADING KEY MAP LJA PROJECT 10
a� - _ J95/-_J95812 / T865 BRAS n f86.� D_ 1"=ID00' NT600-0204
E SEMENT
C.C.AD219t2 t -gB0 B8�5 �6gq B875 69a2-
0o OPRTC _ -__- 0 _ m _T _---_. _---���. 9.).
DATE JAN 202E
DESIGN
INI
6-F. FR F 1MLANEUWILLOBETCOMPLEGED DRAWN FM4NGICEM B SEPARAT�--"85-B. YT 106 13.4'Zt 1.0 1. - 1'.4s RO
E21
o¢ /.� / / / \ �J P \/ ✓ J \ k-, / / 1 OF 946 15HEET5
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 1-800-450-3030
ENERGY TRANSFER GAS 1-877-404-2730
TAD ELECTRIC 1-B00-242-9113
FORT WORTH TRANSPORTATION/PUBUC WORKS 817-392-8100
FOR ALL OTHER FACILITIES—TEXAS811 ORG OR 1-900-545-BOO1
REFER TO SHEET 5 FOR DIVISION 01-GENERAL
REQUIREMENTS.
REFER TO SHEET 8 FOR GRADING GENERAL
CONSTRUCTION NOTES.
I
N
0 20 40 80
I..I..1 yAIV
m 92B(34�B 1185.0
1.2 1 P=
E A) 773.9 �N f
IT PE A)
X 8 CAST IN PLACE
w MASONRY GRAVITY
1. 0� RETAINING WALL
J 73
�7.5J '24 it
22
P=
73.2
'PE A)
z'8
e FP=
773.9
(TYPE A)
FP=
(TYPE A)_
®26T FP=
775.2
` (TYPE A)
0) fG >j'IB5
e �\
W MAx 41
V)
W
GRADING NOTES,
1. ALL PADS ARE 40'x75' OR 30'x75' UNLESS
DIMENSIONED OTHERWISE.
2 FINISHED FLOOR (FF) ELEVATION IS ASSUMED TO
1.1, ABOVE FINISHED PAD (FP).
3 FF ELEVATION SHALL BE x 2' ABOVE THE ULTIMA
5 MAGNITUDE OF EXPOSED BEAM MEASURED FROM FP AS
SHOWN ON PLANS.
6. SEE SHEET 58 FOR TYPICAL PAD & SWALE OVERBUILD
DETAIL
R1 AI ALL PORTIONS 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
RESPONSIBILTY OF THE PROPERTY OWNER ON WHICH
THE RETAINING WALL 15 LOCATED
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
ENGINEER.
4. SEE SHEET 59 FOR TYPICAL RETAINING WALL DETAILS
AND SIDEYARD GRADING WITH WALL DETAIL
CAST IN PLACE
MASONRY GRAVITY
RETAINING WALL
V
m O (TIFF A) B 44 B _ 45 _ L
)a= FP SWFMA
�FP= FP= 77g.4 777.0 BOUNDARY
19 �` \' 779.3 (TYPE A) (TYPE A) (TYPE A) Y
RRy(TYPE A)
] 3 --- '-rc ] T79.f ]8.5 16. ]6.3 175.4
A.
9 MIT
MATCH LINE SHEET 57
;79C i Jq _�Gfje�
I EG
I
iY. IA 1 -DING E
6.1 O6
RE I EG 802.3 EG 8013
SEE SHEET 55FOR
SWALE B ESIGN I I I
o FP-
771.3
P= TYPE B)
74.2 FP=
E A) 772.5 O
TYPE A)
LEGEND
52 3 SPOT ELEVATION
FP FINISHED PAD ELEVATION
TC TOP OF CURB
EG EXISTING GROUND
—� FLOW ARROW
--�-- EXISTING STORM DRAIN SYSTEM
EB EXPOSED BEAM
VG VALLEY GUTTER
T/B/E PROPOSED GRADE AT
TOP/BOTTOM/END OF WALL
PROPOSED STORM DRAIN SYSTEM
PROPOSED RETAINING WALL
mPROPOSED ROW
PROPOSED ACCESS RAMP
AfCAT
CONTRACTOR SHALL FIELD VERIFY THE
LOCATION AND ELEVATION OF ALL EXISTING
UTIUTIES AND NOTIFY THE ENGINEER OF
RECORD OF ANY DISCREPANCIES, CONTRACTOR
SHALL BE RESPONSIBLE FOR PROTECTING
EXISTING UTILITIES AND COORDINATING UTLITY
RELOCATIONS WHERE NEEDED
EG 774 1 EG 76J 1
I
rI
I.
I
0
0
O
SAVED OR PROPOSED
o
(NO
TREES ARE WITHIN THE
SWFMA BOUNDARY
z
CITY PROJECT NO 104829 Z
FID30114-02OD431-104829-EO7685 CID
27963
W- 3008 O
MAPECO NU. 32E-F
• r • ; m
IMYtiww9at'S III)UW.- W
C,11TO—y—dig. (n
BENCHMARKS. _
BM91 D_
AT THE INTERSECTION OF BOAT CLUB RD AND
PARK DR 256't EAST OF CENTERLINE BOAT
CLUB RD. AND 66'2 NORTH CENTERLINE PARK
OR IN THE SOUTH SIDE OF A CONC BASE TO A H
SINGLE POLE T U ELEC TRANSMISSION TOWER W
TH ESECOND TOWER FROM THE EAST IN A SET
OFFOU
ELEV 790.297 W
BM#2
�
"X" CUT IN CONCRETE STRIP HOUSING THE Z
TRAFFIC BARRICADE LOCATED ON NORTH SIDE OF
BOAT CLUB ROAD, APPROXIMATELY 49 FEET FROM O
CENTERLINE OF BOAT CLUB ROAD, AND ON THE d
WEST SIOE 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 O
NATURAL CAS APPURTENANCES. BM IS z
APPROXIMATELY 1,047 FEET EAST OF THE
INTERSECTION OF CAPE ROYALE DRIVE AND BOAT
CLUB ROAD
EUN 661.60'
BM#3
'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 FAST 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
lel®R .L H1C 'i1I TE
WEST
PHASE 1B
CITY OF FORT WORTH
TARRANT COUNTY, TEXAS
uggypNMTr-w Yw LIA
8080 RR ll �� lal ErcDressway P.. 4898210]10
Sals406
Dallas, Tasas 75206 FRN-F-1388
LJA PROJECT ID
NT600-0204
go).
DATE JAN 2024
DESIGNFORUNE
DRAWN MANGIC
20 62
OF 94 SHEETS
■.
III I ■,I,�
it
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7
FOR, WORTH
I, -
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DETAIL A H
33 05 10—D402 EMBEDMENT FOR RCP
STORM SEWER ALL SIZES
uxxnwD Sun nr xuxrwt® axwsTs caysxwh pwrs)
SuxrACE (xcwwunu sm[[rs) v0urq.cID CWta[rt vnv[u0: (L PSox)
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DETAIL B
33 05 10—D403 EMBEDMENT FOR STORM
SEWER CONCRETE BOX ALL SIZES
GRADATION GRADIATION I
12"THICKNESS I'T" KNEES RIPRAP OF RIPRAP OF
SIEVE SIZE PERCENT SIEVE SIZE PERCENT
SQUARE MESH PASSING SQUAREMESN PASSING
ib INCX 100 101NCH 100
121NCX ]0-100 OINCX ]0-100
81NCH 45-]b 61NCH 50-]5
61NCH 3055 31NON 20
-
S INCH 10J0 1.1. INCH 0.1.
1-la INCH 0.10
BEDDING G GRADIATIRADIATION
ICTHICKNESS S OFFRIPRIPRAP OF RIP —
SIEVE SIZE PERCENT SIEVESIIE PERCENT
SQUARE MESH PASSING SOUARE MESN PASSING
31NCH 100 'INCH 100
1.1M INCH b .. 31NCH '5.100
W INCH 264T0 '- INCH 40-M
3M INCH S30 3M INCH 2—
...4 0-10 No.4 0-12
GRADIATIONS I GRADIATIONS
I"THTHICKNES
OFRPRAP S I �OF R PRAP S
SIEVE 512E PERCENT SIEVE 512E PERCENT
SQUARE MESH PASSING SQUARE MESH PASSING
44INO. 1. 361NCH 1.
361NCH fiS100 301NCH 66-100
301NCH 50-80 241NCH 40.]5
e INCH ZSiS 11 IN 25.50
121NGH 10-25 2:.CH
10.25
B INCH 0-10 81NCH 0-10
GRADIATIONS I GRADIATIONS
_THICKNESS
18PS
I OF R RAP OF
SIEVE 512E PERCENT I SIEVE 612E PERCENT
SQUARE MESH PASSING SQUARE MESH PASSING
301NCH 100 211NCH 11
241NON -100 18 INCH 65-1.0
181NCH - S 121NCH 30.65
121NCH 26-SO 81NCH 1-0
81NCH 10.30 61NCH 5-25
.INCH 0-15 41NCH 0-1S
0
0
N
O
I
NO SAVED OR PROPOSED o
TREES ARE WITHIN THE
SWFMA BOUNDARY z
CITY PROJECT NO 104829 O
FID30114-02OD431-104829-EO7685 m
2]963
W- 3008 O
MAPSCO NO. 32E-F
I
ED
NOtiwwBat'6111IGW.- L1
C,IIb&.rey..dig. vT
BENCHMARKS. _
BM#1
AT THE INTERSECTION OF BOAT CLUB RD AND
PARK DR 256't EAST OF CENTERLINE BOAT
CLUB RD. AND 66'2 NORTH CENTERLINE PARK
OR IN THE SOUTH SIDE OF A CONC BASE TO A H
SINGLE POLE TU ELEC TRANSMISSION TOWER W
THE SECOND TOWER FROM THE EAST IN A SET
OF FOUR.
ELP 790.297 W
BM#2
"X" CUT IN CONCRETE STRIP HOUSING THE Z
TRAFFIC BARRICADE LOCATED ON NORTH SIDE OF
BOAT CLUB ROAD, APPROXIMATELY 49 FEET FROM O
CENTERLINE OF BOAT CLUB ROAD, AND ON THE CL
WEST SIDE OF THE ENTRANCE TO THE BOAT CLUB =
ROAD STORAGE FACILITY, SAID POINT BEING
APPROXIMATELY 4 FEEL 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
"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 FAST 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
STORM DRAIN DETAILS
NORTHPOINTE
WEST
PHASE IB
CITY OF FORT WORTH
TARRANT COUNTY, TEXAS
uggp'Qw�go.\w.
6080 R ,H i� ntal ErcDreasway
Su'I
Da11, ,Tercna 75206
LIA
PMrrt 4896210710
3
FT0AA
41
P0R0OR-T0ENC204
E JAN 2021
DESIGNWA
DVAHETOLRJRNATZT
00
DRAWN M
' .6
SCALE
SHE
85
OF 94 SHEETS
W
i � wrzx
_rrzw smo-ma rrrw->Aao.a ..m Reinforced Concrete Pipe
I as
. s •u+wavm sum a•uawwww E m
ggg a �P
Iarzwrv'wl SECTION •^'•" o-msaxs u vw.x x ..s a.•.. 5 a j 8
d£F •�
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E
CORM CITY OF FORT WORTH, TEXAS I REVI8E004-30-3021 ne € g S
1' CONCRETE PIPE COLLAR 33 41 10-D416 Flow s Flow
Line
' Elevation -Bottoms Even
I E Ila
E '/II///
a. �mowe nAw1[i Ix 1—wo conE FIPx A g I Flo,ao3 ix Line Line
_ I
PREEN F VIEW - COVFR ucu a rnx xoas Elevaenn-Cwnewrlinw Ey_gp
AOw x4n 9:Cnox A oa IS xvnm I
xflSxSr&E wraxeE uD� 13 a aH'wxc aan gcnax _ g 6
ucnw v os Ix � � n£E `m
L� 8 Fbw
Fl- Line
�m.•u[ m� oaaun mxusox naz rs� ¢etm Line ala'men aw euln
Elevation - Tees Even w+•mulw�� mmuew
PROFILE VIEW - FRAME co—sourno oanoa axes urc.1 Tongue
an GOPHPn71Rw xowm n w.w.wl�
X° P
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u.•xxau: axc ax mx o1x[xw a[ ruviT mL*
IFORTWORT aI CITY OF FORT 'TEXAS
I REVISED 91091202 2
STORM DRAIN
MANHO GRADE RINGS ER AND 33 OS 13-D417
O
N
O
NO SAVED OR PROPOSED
o
TREES ARE WITHIN THE
GO
SWFMA BOUNDARY
z
0
CITY PROJECT NO 104829 Z
FID30114-02OD431-104829-EO7685
X- 27963 ED
W- 3008 O
MAPSCO NO. 32E-F
I
• r • ; m
Rntiwwllat'SheluW.- W
C,11TOorey—dig. vl
BENCHMARKS. _
BM#1 a -
AT THE INTERSECTION OF BOAT CLUB RD AND
PARK DR 256't EAST OF CENTERLINE BOAT
CLUB RD. AND 56'2 NORTH CENTERLINE PARK
OR IN THE SOUTH SIDE OF A CONC BASE TO A H
SINGLE POLE TO ELEC —MISSIONTOWER W
ESECOND TOWER FROM THE EAST IN A SET
OFFOUR.
ELEV 790.297 W
BM#2
�
"X" CUT IN CONCRETE STRIP HOUSING THE Z
TRAFFIC BARRICADE LOCATED ON NORTH SIDE OF
BOAT CLUB ROAD, APPROXIMATELY 49 FEET FROM O
CENTERLINE OF BOAT CLUB ROAD. AND ON THE D_
WEST SIOE OF THE ENTRANCE TO THE BOAT CLUB =
ROAD STORAGE FACILITY, SAID POINT BEING
APPROXIMATELY 4 FEEL SOUTH OF SOUTHEAST
CORNER OF THE CHAIN LINK FENCE HOUSING O
NATURAL GAS APPURTENANCES. BM IS z
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
INTERSECTION OF PARK DRIVE AND BOAT CLUB
ROAD, APPROXIMATELY 46 FEET FAST 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 1 BY
STORM DRAIN DETAILS
NORTH1C OINTE
WEST
PHASE IB
CITY OF FORT WORTH
TARRANT COUNTY, TEXAS
uggap'Rw�go.Yw.
6060 R rIM1 �� ntral ErcDressway
SuI
Dulaa,Tcvlas 75206
LIA
I.. ..10]10
FRN-11 Sue
LJA PROTECT ID
NT600-0204
24
DESIGNWA
DVAHETOERR
2MAA0
go).
DRAWN
SSCJHAAENL
EN
.218
7
OF 94 SHEETS
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 STABINZATION 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
IMMEDIATELY
7. SANDARY 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 STREETS IS PROHIBITED
CAR
EACKILLTO PIPE J
CROSS-SECTION
CURB INLET PROTECTION
(STAGE SCALE GEONE)
I. 1. DN OPENLY GRADED
Sol
SECTION A
wa,cuaw�-1ou�xiun- `.oxen
C 1, L 4 L
B
eau. wa�crcixixcJ _ _
n,ax�sucen
'ROCN CTKCOFORG IT 2110N4)
(2"-5" ROK) E.
//.�\ rnxrn...wscxn�rz
7 sw�PxnKa>Kw.ncu+n x�a.
�_ Apr301a, WYwp14
ROCK CHECK DAM SEDIMENT TRAP OUTLET
No scut NO SCALE
ocK o r`'1
R GTLET
J'I� (BEYOND) -( z
W
r �I
CROSS-SECTION
Ri EARTH CONTAINMENT BERM SECTION A
NoATALE cc(MAX) SEDIMENT TRAPBERM
n REIFABWR�U10 GSUGEOST AT 10LINE WIRES MINI)) OCO 2212 (OR WOOD STAKES 0 eEOUAL) NO SCALE
12
GE INTERMEDIATE
INCKFILLF& 11 IN Tx4" TRENCH
1MENCHI FBACxFIN ILL &XCgaPACi WIRES rc
�8 II GROUND LINE nw GROUND LINE
�� �I
G�
ig g STEELO 133 LBS/FT MIND A.
N TYPICALTEMPORARYFILTER TYPICAL TEMPORARY FILTER
FABRIC WITH WIRE FABRIC FABRIC WITHOUT WIRE FABRIC
^oi
HIGH FLOW LOW FLOW
SILT FENCE DETAIL SILT FENCE DETAIL
No sCAL£ No SCALE
INSTRUCTIONS TO OPERATOR:
OPERATOR SHALL
I ACTIVELY MAINTNN THIS EROSION CONTROL PLAN AND THE ASSOCIATED
STORM - POLLUTION PRIEVENTION LAN (SWPPP)
POST
TE NOTICE ANG/OR THE NONCE OF INTENT
DED
2 DEVICE NAME IS INSAND DATE A CEACHRLOCATIONE WH REEE(ROSIONRCONTROLN
EO
ILWRITE4 SHOW ON THESE NG -ON AND T E OF
N ADATOON ALL
CONSTRUCTION
STRU LIONEN�C,EQUIPMENT STOWE
WTRSS ONs,HCEHEs,AO
"'IITIES.
5. WITH
PA HI ORL WHE [. MARK THOSE
SEEAREAS
WHERE DDATE O VEG T`ON HAS BEEN
STRI
DISIUR&WCE SHALL BE PLACED Iry THESPREPERS.
6 S�OSD FILL.EDWITH A AND PERMANENTEVEGETA ION 6 BE NTHOSE AREAS O EsiPBRE OUSHE0CTI0N
7 DATE :EMOV NE SWPPP CONTROL DEVICES AND NOTE REASON FOR
TOTE THAT HAVE BEEN TRANSFERRED TO A
8 OPERATOR.
ANREICE OF CHANGE
SHALL E MNLLED TO THE
0 D H LL
NO" EN.TNEEN N WRITING WHOSE SEAT APPEARS ON THESE
B IOARD DOCUMENTS
OFS EG ALL
RATONDIFIRTIPRO ESS ONG AS REQUIRED ENG NE RSTHE
PRIOR TOSTATE
BEGINNING OPERATOR SHALL ARE
PIES OF PWJEIF CURRENT PLAN
IE COMES TO?
ATOR
AG
a sEoCOPY oP nN TH EON cuRRENT PLAN, AND REGIN To USE A
FLOW CAPACITIES (IN FT 3) FOR THE FAIRCLOTH
SKIMMER®
Skimmer size
1.5"
2"
is- 3"
4"
5"
6"
8"
24 hours
I'm
3,283
6,234 91
20,109
3ZSG2
51,840
97,978
2 day
3,456
6,566
12AEB 19,548
40,218
65,664
103,680
191
3 day
5,184
9,849
18,702 29,322
60,327
98,496
155,520
293,934
4day
6,912
13.132
24.936 39.0%
80.436
131,328
207,350
391,912
5 day
8,640
ISA15
31,170 48,870
100,545
164,160
259,200
489,890
6 day
10.368
19,698
37.4W 58,644
120,654
196.992
311,040
587.868
7 day
1ZM
22,981
43,638 68,418
140,763
229,824
362,880
685,845
GENEREL EOs1E- BE COUIDEMD TO uI.I.I HRIry -No DROHABBE
HDSE / �uwcvlcTµmlwwnr rvc
TOP VIEW SORE ie aF.
�VC MNi PIPE T -B. HOSE_
END VIEW wp� SIDE VIEW
scxmULE (No SCALE)
FAIRCLOTH SKIMMER® DISCHARGE SYSTEM WITH EMBANKMENT I .xw "w�l6aop 51oryo
CITY OF FORT WORTH. TEXAS I REVISED: D6-22-2016
2"X4" WARE WEIR CURB
INLET PROTECTION 01571349430
0
0
0
NO SAVED OR PROPOSED o
TREES ARE WITHIN THE Leo
SWFMA BOUNDARY z
O
CITY PROJECT NO 104829 Z
FID30114-02OD431-104829-EO7685
X- 27963 m
W- 3008 O
MAPSCO NO. 32E-F
I
m
BN_WNa1's I9lIUW.- W
GAIDUf-y-N. (n
BENCHMARKS. _
BM91 m
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 BASE TO A H
SINGLE POLE T U ELEC TRANSMISSION TOWER W
THE SECOND TOWER FROM THE EAST IN A SET
OF FOUR.
ELEV 790.297 LJ
BM#2 �
"X" CUT IN CONCRETE STRIP HOUSING THE Z
TRAFFIC BARRICADE LOCATED ON NORTH SIDE OF
BOAT CLUB ROAD, APPROXIMATELY 49 FEET FROM O
CENTERLINE OF BOAT CLUB ROAD. AND ON THE d
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 O
NATURAL GAS APPURTENANCES. BM IS z
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 FAST 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 REVISION BY
ISWM CONSTRUCTION
DETAILS
NORTH P®INT E
WEST
PHASE IB
CITY OF FORT WORTH
TARRANT COUNTY, TEXAS
LJ/?F{gIMtl-Ty. Yto.
6060 ll ��I n1a ErcDressw.1
su'.,W)
DaIMs,Tercea 75206
LIA
1.. 4696210710
END, -11386
LJA PROTECT ID
NT600-0204
24
DESIGN IA
DVAHETOERR2AA0
go).
DRAWN WA
SSCJHAAENL
EN
.21
91
OF 94 SHEEfs
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"
SEE B/—L
2'-0"
V-3"
0'-0"
0'-11"
0'-3"
0'-4"
1'-3"
SEES/RWS
3'-0"
1'-9"
0'-0"
1'-0"
0'-4"
0'-6"
1'-9"
SEE B/RW1
4'-0"
2'-3"
0'-0"
1'-1.,
0'-5"
0'-8"
2'-3"
SEE B/RW3
5'-0"
2'-10"
0'-1"
V-3"
0'-6"
0'-11"
2'-9"
0'-10"
6'-0..
3'-2"
0'-2"
V-6"
0'-7"
1'-0"
3'-0"
0'-10,
7'-0..
3'-9"
0'-7"
1'-9"
0'-8"
V-2"
T-2"
1'-0.1
1500 Psf
8'-0"
4'-8"
0'-9"
2'-0"
0'-10"
V-4"
3'-11"
V-2"
9'-0"
5'-3"
V 2"
2'-3"
0'-11"
V-6"
4'-1"
1'-4"
10.-0..
6'-3"
1'-9'
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"
3'-0"
1'-5"
2'-0"
670"
1'-IF
13'-0"
9'-5"
2'-5"
3'-3"
1'-8"
2'-2"
7'-0"
2'-0"
1.
10'-0"
3'_4"
3'_6"
1'-9"
2'-4"
6'-8"
2'-2"
15'-0"
11'4"
3'-6"
3'-9"
1'-11"
2'-6"
7'-6"
2'-4"
1600 psf
16'-0"
11'-7"
3'-9"
4'-0"
2'-1"
2'-1"
7'-10"
2'-6"
1700 psf
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 psf
19'-0..
13'-9"
4'-6"
4--9"
2'-5"
3'-2"
9'-3"
3'-0"
2000 psf
20'-W
14'-6"
5'-0"
5'-0..
2'-7'
3'-4"
9'-6"
3'-2"
2050 psf
\ftL
ACTIVE
DESIGN CRERIA
PASNVE COE11IDENT.1
SEMI
4.
I—ETOP
B
SCOPEBOT
9t
IRE— E
0"
PREssgRE
0>
ERIrnpN
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
W
macro"PEme
Xao<
'Lr."
W
i
i�f .sa�a.maEa
IIIIII I'
III—�
RW1/2 WALL SECTION W/ FENCE POST
�oxrewr.�mn��'�"wrtaa
C r�
u x.s
RW1/3 TYPICAL PLAN VIEW AT CORNER
RW1/4 TYPICAL PLAN VIEW AT BASE
1. Design Building Code
mtamabonal Bm1di19 Cotle, NO SAVED OR PROPOSED
2. GadecM1nicel Raped TREES ARE WITHIN THE
SWFMA BOUNDARY
made
w' -
CwfficiIII of Friction between Base of Wall arM Soil -0 30
Backfill Soll Parameters.
Backfill Sotl - Nature) Clays or Fill Soils
Base Soil Parameters
Soil at Toe - n,W,,I, Undidurbed or RII Shcs
The backfill soli angle d intemal tildiw referred to above is a wmpwRe angle of Inlemal M—I and
indodes both whesion antl angle d intemal friction of the wile
TM1e usedvery we[or vary tlry backfill soil sboultl be evaitletl TM1e usedheavy egmpmen[wiMin 3'-0'd
Ne wall mould damage tle wall and should be avmd,d.
Locate base of walls on oMisWrbetl or pmpedy wmpacled wtl
4. Meladalc
Avenge density of masonry stone wall varies from I. pd l0146 pd Size of son. within wall vanes from
4"ta 18' LmsM1etl concrete wilM1 or wtbod reber is acceptable to be usetl in iM1e well consWction
Dreinega zohre ma[enals may be wmposetl of Gean gravelastone raiging from l"l05' —hid
wnaete is acwpWble pmwtled it is clean ahM generally free of dust or other tleletriws malenals
Portland Cement MMI, for Retaining Wall Cwstiudion
The Po .11l cementd th used for wnsiruclion dthe above grede podiw of the mawnry stone retaining
wells sM1ell be prowtletl with iM1e following pmpoNons per cubm yeM d concrete The POMantl cenreM
modar supplier shall provltle "batch tickets' clearly,hdk;ah.g that the appropriate amount of materials are
provided in each concrete miser imck load The batch tickets shall Geady mdiwle the amount baMhetl, the
tla[e, ibe projed name antl sM1ell be prewded to OiriSavers. LLC for review, documedatmn, antl file
Contenk Amount per ahblc yaM
Type F Fly Ash g4 Ibs
F—Aggregate(.Id) 3,260 III
Potable Water 236 Ibs
Type 1 POMand Cement 376 Ibs
—... Euwn 1. 48 _ averege
Concrete reMldm such a,'E,w, 100 RBtaMer" may he used at Me discretion of Ne masonry wall
wbador. A greater amount d ret 1(1bout 64 ounces) is typically used during hot pM W, antl a
lase amount d—Mer (abod M ounres) is typwlly usetl donng cod..Mer
Please note iM1at iM1e above propoNons vnll provide a PaMantl cement mwlarwtb a wmpressrve sirengM
d about Pc= 2000 psi ers. LLC does not require any wncrele testing prevltled the above
proportions are verified by—y byway of ihe'bakh tickets'
6. ConshUdlon Reviews
D—vers, LLC sM1e11 ba calletl for wnsirudinn review of masonry wall
6. Retaining Wall Design Conatrai—
ReUining walls shwld not have solid fence placed on lop of wall Mbar than that shown on hhese plans.
Retaining walls sM1e11 not have atldI—I surcharge placed above the wall other than that shown on these plans
Retaining walls shall not h.. slope at base or Imo of wall Mat exwetls Mat wM1mM1 is shown on these plane Q
The retaining walls noted above require special design Q
Minor vadatiws in Me wnsirudlon d the retaining walls from these documents may be awepted at the
discretion of th. design engineer
RETAINING WALL
DETAILS AND NOTES
-tRw RW 1 s1s=o,a
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.
STORMWATER FACILITY MAINTENANCE AGREEMENT 11
Rev. 03/01/2022 BN
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
system
REPAIRS REPAIRS
DATE NOTES
REQUIRED MADE
STORMWATER FACILITY MAINTENANCE AGREEMENT 12
Rev. 03/01/2022 BN
Berm or Embankment
Settlement
Location of erosion
Evidence of Animals
Evidence of Aquatic
life
Condition of Aeration
Foundation
STORMWATER FACILITY MAINTENANCE AGREEMENT 13
Rev. 03/01/2022 BN