HomeMy WebLinkAboutContract 62263-A1Date Received: 8/12/2025 Permit No.: SWFMA-25-0057
2:28 p.m. 62263-A1
Time Received: City Secretary No.:
FIRST AMENDMENT
TO CITY SECRETARY CONTRACT NO. 62263
STORMWATER FACILITY MAINTENANCE AGREEMENT
This AMENDMENT TO CITY SECRETARY CONTRACT NO. 62263,
STORMWATER FACILITY MAINTENANCE AGREEMENT is made and entered into by
and between the CITY OF FORT WORTH, a municipal corporation of Tarrant County, Texas,
acting herein by and through its duly authorized City Manager or duly designated Assistant City
Manager, hereinafter referred to as the "City", and GRBK Edgewood LLC, a Texas limited
liability company, acting herein by and through its duly authorized representative, Bobby
Samuel, its Vice President, hereinafter referred to as "Landowner", and the Madero
Residential Community, Inc., a Texas nonprofit corporation.
RECITALS
WHEREAS, the City of Fort Worth ("City") and Landowner, and Association, made and
entered into City Secretary Contract No. 62263 (the "Agreement") to authorize the use of on -site
stormwater management facilities (the "Facility") to be constructed and maintained on a portion of
Landowner's property; and
WHEREAS, the Agreement was recorded with the property records of the Denton County
as Document No. 2024-122657, which is one and the same as City Secretary Contract 62263.
WHEREAS, the Agreement contains exhibit(s) "A" and "B" that depicts the location and
design specifications of the Facility; and
WHEREAS, it advisable to execute this Amendment to the Agreement to revise exhibit(s)
"A" and `B" in the Agreement to depict changes in location and design changes being added to the
original agreement; and
OFFICIAL RECORD
Revised 03/01/2022 BN CITY SECRETARY page 1 of6
FT. WORTH, TX
NOW THEREFORE, City, Landowner, and Association, acting herein by and through their
duly authorized representatives, enter into the following that amends the Agreement:
1.
Exhibit A is hereby replaced with Exhibit A-1 attached hereto and incorporated herein to the
Agreement, consisting of a revised location description of the Facility.
2.
Exhibit B is hereby replaced with Exhibit 13-1 attached hereto and incorporated herein to the
Agreement, consisting of revised design specifications of the Facility.
3.
This Amendment shall be filed with the City Secretary as an amendment to the Agreement
and also recorded among the land records of Denton County, Texas, and shall constitute a covenant
running with the land, and shall be binding on the Landowner, its administrators, executors, assigns,
heirs and any other successors in interests, including any property owners association.
4.
All other provisions of the Agreement which are not expressly amended herein shall remain
in full force and effect.
EXECUTED on this loth day of August . 2025 .
REMAINDER OF THIS PAGE INTENTIONALLY LEFT BLANK
Revised 03/01/2022 BN Page 2 of 6
CITY OF FORT WORTH:
op�'
Jesica McEachern
Assistant City Manager
City of Fort Worth
08/10/2025
Date:
Approved as to Form and Legality:
M. Kevin Anders, II (Aug 7, 2025 08:53:46 CDT)
M. Kevin Anders, II
Assistant City Attorney
City Attorney's Office
Date: 08/07/2025
ATTEST:
Jannette Goodall,
City Secretary
City of Fort Worth
Date: 08/12/2025
LANDOWNER:
GRBK Edgewood LLC
a Texas limited liability company
By: Bobby Samuel
Its: Vice President
mr0a; MWAV
ASSOCIATION:
Madero Residential Community, Inc.
a Texas nonprofit corporation
By: Bo y Sa6
Its: Vice President
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.
pOF Fan
ORT4�
aP
;ao 1d �9d
ago �o-a
AAQIl nEXPSo�'
Kandice Merrick
Planning Manager
Date: 08/07/2025
OFFICIAL RECORD
CITY SECRETARY
FT. WORTH, TX
ReelSed 03 01 202-1 BN or 0
STATE OF TEXAS §
COUNTY OF TARRANT §
August loth, 2025
This instrument was acknowledged before me on by Jesica
McEachern, Assistant City Manager of the City of Fort Worth, on behalf of the City of Fort
Worth.
otPav ass KATHLEEN BRA FORD
a Notary Public
t0* STATE OF TEXAS
9'FOFiP Notary I.D. 12197197
My Comm. Exp. Apr. 12, 2027
LANDOWNER
STATE OF
COUNTY OF COU (�
Notary Public, State of Texas
2
Z
BEFORE ME, the undersigned authority, a Notary Public in and for the State of
on this day personally appeared Bobby Samuel, Vice President, 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 GRBK Edqewood LLC, a Texas limited liability company, and in the
capacity therein stated.
GIVEN UNDER MY HAND AND SEAL OF OFFICE this 4 day of , 20
PRY °Vd' KRISTY LYN CHANDLER
S n
Notary ID #129770238
My Commission Expires Notary ublic, State of
April 1, 2026
Revised 03/01r2022 BN Page 1 w 7
AASSOCIATION
STATE OF
COUNTY OF I y
BEFORE ME, the undersigned authority, a Notary Public in and for the State of
i e , on this day personally appeared Bobby Samuel. Vice President, 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 Madero Residential Communitv, Inc., a Texas nonprofit corporation, and in the
capacity therein stated.
GIVEN UNDER MY HAND AND SEAL OF OFFICE this day of , 20Z5—
AA
Nota0y'-
, tate of
t�RY °Gc KRISTY LYN CHANDLER
i Notary ID #129770238
f„ r My Commission Expires
April 1, 2026
1
Revised 03/01/2022 BN Page 5 of 7
EXHIBIT "A -I"
LEGAL DESCRIPTION
Revised 03/01/2022 BN Page 5 of
EXHIBIT "A-1"
5.247 ACRE STORM WATER FACILITY MAINTENANCE AGREEMENT
BEING 5.247 ACRES OF LAND SITUATED IN THE GREENBERRY OVERTON SURVEY, ABSTRACT NO.
1185, CITY OF FORT WORTH, DENTON COUNTY, TEXAS, AND BEING A PORTION OF A TRACT OF
LAND DESCRIBED TO GRBK EDGEWOOD LLC BY DEED RECORDED IN COUNTY CLERK FILE No. 2021-
227988, REAL PROPERTY RECORDS OF DENTON COUNTY, TEXAS AND BEING MORE PARTICULARLY
DESCRIBED BY METES AND BOUNDS AS FOLLOWS:
BEGINNING AT A POINT ON THE WEST LINE OF SAID GRBK EDGEWOOD TRACT, FROM WHICH THE
NORTHWEST CORNER OF SAME TRACT BEARS NORTH 00°19'50" WEST, A DISTANCE OF 986.70 FEET
AND FROM WHICH, A 5/8-INCH IRON ROD FOUND BEARS SOUTH 00°16'24" EAST, A DISTANCE OF
0.70 FEET;
THENCE OVER AND ACROSS SAID GRBK EDGEWOOD TRACT, THE FOLLOWING COURSES AND
DISTANCES:
NORTH 89°49'59" EAST, A DISTANCE OF 78.97 FEET TO THE BEGINNING OF A CURVE TO THE
RIGHT HAVING A RADIUS OF 205.75 AND A CHORD THAT BEARS SOUTH 44°48'02" EAST,
292.82 FEET;
WITH SAID CURVE TO THE RIGHT, THROUGH A CENTRAL ANGLE OF 90°43'59", AN ARC -
DISTANCE OF 325.82 FEET;
SOUTH 00°15'48" WEST, A DISTANCE OF 579.12 FEET;
SOUTH 89°47'57" EAST, A DISTANCE OF 108.82 FEET;
SOUTH 00°18'40" EAST, A DISTANCE OF 248.69 FEET;
SOUTH 89°41'20" WEST, A DISTANCE OF 386.83 FEET TO SAID WEST LINE, FROM WHICH A
5/8-INCH CAPPED IRON ROD STAMPED "LJA SURVEYING" FOUND FOR THE EAST COMMON
CORNER OF SAID GBTM SENDERA TRACT AND LOT 1X, BLOCK 26, MADERO PHASE 4
ADDITION, AN ADDITION TO THE CITY OF FORT WORTH, DENTON COUNTY, TEXAS AS
SHOWN BY PLAT RECORDED IN COUNTY CLERK FILE NO. 2023-311, PLAT RECORDS OF
DENTON COUNTY, TEXAS BEARS SOUTH 00°19'50" EAST, A DISTANCE OF 564.58 FEET;
THENCE NORTH 00°19'50" WEST, WITH SAID WEST LINE, A DISTANCE OF 252.15 FEET;
THENCE OVER AND ACROSS SAID GRBK EDGEWOOD TRACT, THE FOLLOWING COURSES AND
DISTANCES:
SOUTH 89°47'57" EAST, A DISTANCE OF 149.79 FEET;
NORTH 00°15'48" EAST, A DISTANCE OF 532.13 FEET;
SOUTH 89°40'10" WEST, A DISTANCE OF 155.30 FEET TO SAID WEST LINE;
Page 1 of 3
EXHIBIT "A-1"
5.247 ACRE STORM WATER FACILITY MAINTENANCE AGREEMENT
THENCE NORTH 00°19'50" WEST, WITH SAID WEST LINE, A DISTANCE OF 254.99 FEET TO THE POINT
OF BEGINNING AND CONTAINING A CALCULATED AREA OF 5.247 ACRES (228,540 SQ. FEET) OF
LAND.
Aaron 'C,_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 76107 i
817-288-1900
TBPELS Firm No. 10194382
Page 2 of 3
(Revised June 5, 2025)
March 18, 2024
'fie' .G+Sr�RFo' 9
AARON C. BROWN
..%p..... .....5...
SONGBIRD ADDITION
CAB. H, PG. 983
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P.R.D.C.T.
N00' 19'50"W
986.70'
POINT
OF
BEGINNING
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GBTM SENDERA LLC
C.C.# 2020-132253
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5/8"IRF BEARS APPROXIMATE SURVEY LINE
S00°16'24"E, 0.70'
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GRBK EDGEWOOD LLC
C.C.# 2021—227988
R.P.R.D.C.T.
5.247 ACRES
(228,540 SQ.FT.)
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LOT 1 X, BLOCK 26
5/8"CIRF
L2
S89'47'57"E
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"LJA SURVEYING"
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S89°47'57"E
C.C.# 2023-311
L4
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P.R. D.C.T.
3
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CURVE
CENTRAL ANGLE
RADIUS
CHORD BEARING
CHORD LENGTH
LEGEND
Cl
90°43'59"
205.75'
S44°48'02"E
292.82'
N C.C.# COUNTY CLERK'S FILE NO.
s IRF IRON ROD FOUND
CIRF CAPPED IRON ROD FOUND
R.P.R.D.C.T. REAL PROPERTY RECORDS,
w DENTON COUNTY, TEXAS
P.R.D.C.T. PLAT RECORDS,
DENTON COUNTY, TEXAS
> AORIZONTAL DATUM:
rHE BEARING BASIS IS GRID NORTH, TEXAS STATE PLANE COORDINATE SYSTEM, NORTH CENTRAL ZONE,
o 4AD83 (NAD83 (2011) EPOCH 2O10). AS DETERMINED BY GPS OBSERVATIONS. ALL DISTANCES SHOWN
AEREON ARE THE RESULT OF THE APPLICATION OF A SURFACE ADJUSTMENT FACTOR OF 1.00015063.
DATE: 03/18/2024 EXHIBIT "A-111
Z
PAGE 3 DRWN BY: S.A.T. 5.247-ACRE STORM WATER FACILITY
Q CHKD BY: A.C.B. MAINTENANCE AGREEMENT
x SITUATED IN THE
Z OF 3 PROD NO. 0112 GREENBERRY OVERTON SURVEY, ABSTRACT N0. 1185
Gi
CITY OF FORT WORTH, DENTON COUNTY, TEXAS
DISTANCE
78.97'
108.82'
149.79'
155.30'
ARC LENGTH
325.82'
200 0 200
1 INCH = 200 FT.
(REVISED 6/5/2025)
LJA Surveying, Inc. ZAA
3017 West7th Street Phone 817.288.1900
Suite 300
Fort Worth, Texas 76107 T.B.P.E.L.S. Firm No. 10194382
EXHIBIT `B-1"
DESIGN PLANS AND SPECIFICATIONS
MADERO PHASE 13 CONSTRUCTION PLAN SHEETS
Q) EROSION CONTROL PLAN
T EROSION CONTROL DETAILS
T DRAINAGE AREA MAP
a) STORM DRAIN PLAN & PROFILES
T GRADING PLAN
a) STORM DRAIN DETAILS
Revised 03/01/2022 BN Page 6 of
LEGEND
\ V 1. DEVELOPER SHALL PERFORM WEEKSWPPP INSPECTIONS AND SHALL SEDIMENT BARRIER (SEE - - - - - - - - - - -
CONDUCT A RAIN EVENT INSPECTION IF THE CITY OF FORT WORTH DETAIL BHT 36)
REQUIRES IT
n1 ` RN
2. P THE LY
,I 814 CURLER ♦. . . . . . . . . . . .-
■77 m 2. PRIMARY OPERATOR TO LOCATE AND MAINTAIN EQUIPMEM STAGING AREA ROCK RIPRAP
6 J AND EQUIPMENT UYDOWN AREA. p
2J 3 PRIMARY ER THCDN GRADING LIMITS &
IS RESPONSIBLE TO SUBMIT THE NOT, UPKEEP AND
B2 MAINTAIN THE CONSTRUCTION SITE IN ACCORDANCE WILL LOCAL, STATE AND LIMITS OF THIS
CONTRACT
N \ INSTALL SEDIMENT Bz2 ROCK CHECK DAM FEDERAL REQUIREMENTS FOR EROSION AND SEDIMENT CONTROL (TCEO p
R?V 1 BARRIERER=RIOR TO TXR150000) INLET PROTECTION �
I(UII■' LAND_ DISTURBANCE M
ROW EASEMENT / 4. PRIMARY OPERATOR SHALL IMMEDIATELY DING AGULCH ALL DISTURBED
814 / AREAS AT THE COMPLETION OF ALL GRADING ACTNITES WITHIN THE 100 SURFACE FLOW ARROW Z
gZs YEAR FLOODPLAIN.
-- 5 IF ANY EARTH MATERIAL IS TRANSPDRTED FROM THE CONSTRICT- SITE, ROCK CHECK DAM O
p ! , A • , THE CONTRACTOR RESPONSIBLE FOR MAINTAINING EROSION CONTROL SHALL Z
DISTURBED AREA PROVIDE STREET CLEANING ON PUBLIC STREETS ON A DAILY BASIS. EARTH CONSTRUCTION
O 60 Too SO 2 5 ACRES - _ COMANCHERI4 WAY VALE AL IS NOT PERMITTED TO ACCUMULATE ON ANY PUBLIC STREETS. ENTRANCE / EXIT ® m
— USE OF WASH WATER TO WASH SEDIMENT FROM STREETS IS PROHIBITED TRUCK WASHDOWN AREA
6 CONSTRUCTION ETO BE DETERMINED BY OWNER 1BAB WASTE AND MATERIALS
]. ALL PARKLAND. RIGHTIGHT OF OF WAY (ROW) CORNER CLIPS, AND TRAFFIC STORAGE LOCATON
L I R LEMENI4 AND MOWED BY THE CONTRACTORCTORFOR HIGH
GRASS
ANDWEEDS EVERY DAYSSTONE OVERFLOW STRUCTURE
InHll y, T� B ANY PARKWJD, RIGHT OF WAY (ROW), CORNER CLIPS, AND TRAFFIC W
Y / % DIVIDERS THAT WERE DISTURBED DURING CONSTRUCTION WILL BE PUT (n
v� - -� I`1 819 BACK IN THEIR ORIGINAL STATE OR BETTER TOTAL DISTURBED: Q
�pI I 9. IN THE EVENT, GRASS HAS BEEN DISTURBED ON PARKLAND, IN THE RIGHT 147.00 ACRES a
U DI
/ OF WAY, CORNER CLIPS, OR TRAFFIC DIVIDERS CONTRACTOR WILL RESTORE
AT
f GRPSS GRASS WILL BE ESTABLISHED 100E BY THE CONTRACTOR
1 C FUTURE v la 10 FOR PARKWJD, ROWS/ MEDIAN CONTRACTOR WILL USE CLEAN TOP SOIL O
MADERD WITH NO ROCKS TO BACK FILL BEFORE LAYING OF SOD OR HYDRO
CITY PROJECT NO 111114
PBE 12 SEEDING FIDX- 30114-0200431-10s694-EO]605
(TO BE ROUGH %-3082 p
GRADED) 11. GRADING TO BE INSPECTED BY HARD AGENT 817-392-5700 PRIOR TO W-3082
�III/ SEEDING OR S00 MAPSCO N0. 5B-10
I _y 12 DELNERY TICKETS OF CLEAN SOIL WILL BE FURNISHED ASAP ON REQUEST
THIS IS IN ACCORDANCE WITH SECTION 33-1 AS IT RELATES TD
Bq RESTORATON OF THE ROW.
IlW_ / 13 FINAL LOCATION OF ONSITEFIELD. WASTE AND MATERIALS STORAGE TO BE
DETERMINED IN THE FIELD.
DISTURBED AREA 1
29 ] ACRES ' 1 T 2 I ROCK CHECK DAM 14. ALL EROSION CONTROL MEASURES PROPOSED WITH PHASES 10 & 11 TD B�
B BE MAINTAINED DURING PHASES 12-14 CONSTRUCTION 3ENCHMARKS.
Z I- DISTURBED AREA S,Ij 0 15 ALL TREE PROTECTION FENCING TO BE MAINTAINED DURING PHASES 12-14 3ENCHMARK NO 1,
ROV ItE SC E.IENT '- O f 2 _ _ �- 164 ACRES CONSTRUCTION ACTIVITIES OD ARE CUT WITH 'X' IN CENTER AT BACK OF CURB
CN SOUTH SIDE OF SAIJNDA ROAD 2 45' WEST OF
16. M4DER0 PHASE 13 C BE FULLY CONSTRUCTED, PHASES 12 & 14 TO BE AA NSTAY WAY CENTERLINE. ELEV 752.6P
ROUGH GRADED CONCURRENTLY WITH PHASE 13
tiA _' I 69 ILO ERQIN COUTRO OFNFRA NOTE 3ENCHMARK NO 2.
EROSION CONTROL MEASURES MAV ONLY BE PLACED IN FRONT OF INLETS, IN SQUARE CUT WITH 'X' IN CENTER AT BACK T CURB
_ CHANNELS, DRAINAGEWAVS OR BORROW DITCHES AT THE RISK OF CONTRACTOR. 'OFFERTHR
OF THE POOR OF BERRANO RIDGE AT
CONTRACTOR SH4LL REMAIN LIABLE FOR ANY DAMAGE CAUSED BY THE ..OPPER RIDGE ROAD ELEV ]655C
MEASURES, INCLUDING FLOODING DAMAGE, WHICH MAY OCCUR DUE TO
BLOCKED DRAINAGE AT THE CONCLUSION OF ANY PROJECT, ALL CHANNELS,
8AB/ DRAINAGEWAVS AND BORROW DITCHES IN THE WORK ]ONE SHALL BE DREDGED
OF ANY SEDIMENT GENERATED BY THE PROJECT OR DEPOSITED AS A RESULT
ROCK CHECK DAM / OF EROSION CONTROL MEASURES.
( I TO BE REMOVED
V -� r.' -~ i6 ./�, 1 ROCK CHECK DAM
REMOVED fr ��
TO BEDAMS __ ___ _RDCK CHECK - -..- — -
- ---- � - - -- _ ... r- - —0,
CONCRETE I DATE REVISION BY
To BE MAINTAINED 13�
ISWAI } CONSTRUCTION
PLAN
HAC�[1ED!> TRA� - / - �\� .AINTEMNAGREEM
ENT
DRAINAGE
FACILTIY
�� MADERD 01 10
CPN 104801
t12D LF DIVERSION SWALE TO BE 1 MA1D]ERO
MAINTAINED UNTIL COMPLETION OF p r�'.. I
n MADER PHASE 13 N FINAL IN TE�WITH -- - I / _. I, ` Phase
1 3
- - -ORM
CON OWNEROOO COORDINATE ALIGNMENT
-- 1CC 1Lll le7
PRIVATE STORM DRAINAGE FACILITY m B 00r1_
MAINTENANCE AGREEMENT
6
o MADERD PHASE 11p 4 \� °j /0A /0 0Y g13 ROCK CHECK DAMS
n CPN 1Os404 —/— /--�—,/ R_... TO BE MAINTAINED I CITY OF FORT WORTH
i _ -� 1 I DENTON COUNTY, TEXAS
71
3D• ROW EASEMENT I INSTALL SEDIMENT j
BRIER PRI R TO
CPNE105404 E 1 LAND DISTURBANCE jp
6060 orlM1sswxY Pore 4W fi
SO.400
DMIas, Taxes 7546 FRN-F-1366
MADERD BCC - LJA PROJECT ID
v PHASE 11 - t ^ NT340-0112
CPN 105404 1 I
P Er DATE APR 2025
E` I(���u'L�� 1 s MICHAELC ROE DESIGN JONES
NOTE THE CONTRACTOR SHALL CONTACT THE FOLLOWING AT LEAST
$c - -',V DRAWN JONES
I II _ 1 I I I 48 HOURS PRIOR TO EXCAVATING IN THIS AREA. ,� 1145538 ZW
a A�� tr _ 111 FORT WORTH WATER DEPARTMENT 1 B66-332-82966 �!� SCALE
TRIC DELIVERY
IR1@'', HOR2 1 100•
AT N IIIIIII III I� ^ II �I I"S NARTERC COMMUNICATIONS 1-816]-509-62]2 oa o.T ZOzs VERT. SHEET/A
FORT WORTH TRANSPORTATON/PUBLIC WORKS 1-51]-392-81GO 35
SS FOR OTHER FACILFIES WWW TEXAS811 DRG OR 1-13OO-545-6D05
on OF 166 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 PERSONS) 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
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
FORT WORTH.
6 ALL EROSION CONTROL DEVICES SHALL BE INSPECTED BY THE SITE FOREMAN DAILY, ANY STRUCTURE OR CONTROL DEVICE WHICH IS DAMAGED OR INDPERATIVE WILL BE REPAIRED OR REPLACE[
IMMEDIATELY.
). 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
B. CONSTRUCTION ENTRANCES/IXITS SHOULD BE LIMITED AND PROTECTION PROVIDED TO PREVENT TRACKING OF SOILS ONTO Cltt 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
10. EROSION CONTROL SHOULD BE EVALUATED TO DETERMINE THE EFFECTNENESS 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.
PLYWOOD CAP 1
B4CKPIPE) o� 50 WIN
HLL
fL'
r- NGecs'L T ' SIP
CROSS-SECTION (sreocpoLMN
PLAN VIEW
CURB INLET PROTECTION
(STAGE ONE) oE FROM°=TS;E "NO SCALE
AY
NOTE REMOVE SLT WHEN DEPTH REACHES 6 INCHES Q o 0
-6DIGMEC ROCK (—I G
TIN
IJR
c"
CIFN
MIre 5o.x)
C
PROFILE
1 Q
CONSTRUCTION ENTRANCE
NO SCALE
SECTION A
.all=11-
ROCK Co HECK DAM
N
1r
I
CROSS SECTION
EARTH CONTAINMENT BERM
s
`Big
E€
OD C (MAK )
RE1FAe�ODA(106cNINTECE�NE WRES MINI))
II
FA
TRENCH. SAD IN
n�
1 I
GR DUND NINE
�
0 o I
Go 0
n
IIID 0_13" MIN CIA
STEEL P.OF
33 BS /FT. .
TYPICAL TEMPORARY FILTER
FABRIC WITH WIRE FABRIC
6
SEDIMENT TRAP OUTLET
Y�
(eEGYorvojTLFr r
SECTION A
rWDDD KSDO NTTR SEDIME6AP BERM
rAMA000212 2(OR EQUAL) ??ff�7l UU��LL€€
NCHOR
ARIIG
CH
F
�BA W Fk COM7GROUNCNLIKE
TYPICAL TEMPORARY FILTER
FABRIC WITHOUT WIRE FABRIC
HIGH FLOW LOW FLOW
SILT FENCE DETAIL SILT FIE
N�NFE DETAIL
zr sa'r. I" "IT
�MPoS TMta"T�
SILT ENis M.
n
Tn T NWT
11T HTNOF rn Dw —TICTNKF
His
SILT FENCE —
INSTRUCTIONS TO OPERATOR:
1. ACTIVELY MAINTAIN THIS EROSION CONTROL PLAN AND THE ASSOCIATED
STORM WATER POLLUTION PREVENTION PLAN (SW PP)
2 POST SITE
SWPPP AT ORNOTICE
AND/OR THE NOTICE
R THE CONSTRUCTION ENTRANCE,
INTENT
(NOT) PROVIDED IN
3 WRITE NAME AND DATE AT EACH LOCATION WHERE EROSION CONTROL
DEVICE IS INSTALLED
OFCDN
oRACE
LOCONS, MAT EL STORAGE LocATIONS, VEHICLE WASHES, AND
SANITARY
5 WITH A HIGHLIGHTER, MARK THOSE AREAS WHERE VEGETATION HAS BEEN
STRIPPED OR WHERE SOIL HAS BEEN DISTURBED DATE OF
DIATURRANCE SHALL BE PLACED IN THESE AREAS
6 FILL, w N
HAS CEASED AND PERMANENT VEGETATION IS BEING ESTABLISHED.
J. DATE REMOVAL OF EROSION CONTROL DEVICES AND NOTE REASON FOR
REMOVAL IN THE SWPPP
B CROSS OUT AND DATE ANY 11 THAT HAVEAUGE BEEN TRANSFERRED TO A
TCEOSEPARATE AND AECOPYRSHALLNOTBECPLACED HIN THESSWPPPE MNLEO TO THE
9. NOTIFY ENGINEER IN WRITING WHOSE SEAL APPEARS ON THESE
DOCUMENTS OF ALL MODIFICATIONS AS REQUIRED BY THE TEAS STATE
CESINNINN PE NATC, S HALL MAKE CUP, F PLAN F CUR'ENT PLA
IECIME
REVISEDSPLAN" WITH DDATE ON CURRENT PLAN, AND BEGIN TO BE
A
COPY FOR NEW PLAIN
SILT FENCE
GENERAL NOTES or
z3 iazre
CITY PROJECT NO 105694
TO 30114-0200431-105694-E07605
K-28279
W-3082
MAPSCO NO. 5B-10
3ENCHMARKS.
3ENCHMARK NO 1
SQUARE CUT WITH Y IN CENTER AT BACK OF CURB
3ENCHMARK NO 2.
SO ARE CUT WITH Y IN CENTER AT BACK OF CURB
JORTH OF THE POOR OF SERRANO RIDGE AT
EOPPER RIDGE ROAD ELEV 765 5C
I I
I
I
I
I
I
I
I
I
DATE REVISION BY
ISWM CONSTRUCTION
DETAILS
MAD ERO
-
]Phase 13
CITY OF FORT WORTH
_
DENTON COUNTY, TEXAS
Lj
„m,
fi ' ll Cea relc preaawaypreaaway PM1one 4fi9 fit
SU1e 400
DMMs Texas 75206 ERN-F-1386
LJA PROJECT ID
_
--
NT340-0112
• h `' PATE APR 2025
MICHAEL C ROE DESIGNN/A
DRAWN WA
-
SxoNAL
SCALE N/A
i R
zoz VERY: N/A
04 o VE :
ORTWORT
—.FFoaT--.TE— REVISED Dsss- S
2" A. WIRE WEIR CURB
SHEET
36
INLET PROTECTION I 8757'13-D430
OF 166 SHEETS
Lt lvu DRAINAGE DESIGN CRITERIA u
RATIONAL METHOD
- — — — — - DRAINAGE DIVIDE
P DESIGN FREQUENCY
PROPOSED STORM DRAIN SYSTEM (A) CLOSED SYSTEM 5 YEAR
C T -EXISTING STORM DRAIN SYSTEM (B) CLOSED SYSTEM 100 YEAR
(C) OPEN CHANNEL 100 YEAR
F SURFACE FLOW DIRECTION Q = CIA
8 99 DESIGNATION Q - FLOW IN CUBIC FEET PER SECOND - CFS
DRAINAGE AREA C - RUNOFF COEFFICIENTS
ACREAGE `A-5" RESIDENTIAL = 0.67
I - INTENSITY IN INCHES PER HOUR I
FROM THE CITY OF FORT WORTH STORM GRAIN MANUAL
1A1 INLET NUMBER 15 MIN I1m = 798
A - DRAINAGE AREA IN ACRES
O DESIGN POINT n ROUGHNESS COEFFICIENT
0 013 REINFORCED CONCRETE PIPE
NOTE' THE CONTRACTOR SHALL CONTACT THE FOLLOWING AT LEAST 0 015 REINFORCED CONCRETE BOX
48 HOURS PRIOR TO EXCAVATING IN THIS AREA: 0 019 STREETS AND GUTTERS
FORT WORTH WATER DEPARTMENT 1-817-392-4477 vAs
ATMOS GAS 1-800-545-BOO5
TXU ELECTRIC DELIVERY 1-800-711 -9112 NOTE' AREAS GW51, GWS2, AND GMI DRAIN TO ttc
CHARTER COMMUNICATIONS 1-817-509-6272 FUTURE STORM SYSTEM IN COMANCHERIA WAY IN
FORT WORTH TRANSPORTATION/PUBLIC WORKS 1-B17-392-1234 ULTIMATE CONDITIONS WITH MADERO PHASE 1T
FLOWS FROM THESE AREAS WILL NOT BE ROUTED
FOR OTHER FACIUTIE WW ?EEXAS811.ORG OR 1-80D-545-6005 THROUGH CULVERT A IN ULTLMTE CONDITIONS.
F GE- 1
OS- I 9.85
4 66 o x4
o3vt
B tl At 11A2
0.22
m` mN.'xma � 32 Iy
EE_' Jy}
EXISTING
2' 2.27 Tel.777
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5D4
SENDERA RANCH
BOULEVARD
GEN. 1037DO
I�l�.1J
g I
' « I
N 60' DRAINAGE T
FACILITY EASEMENT T
F C.0 12%4 104128
PROCT �E
D FUTURE
MAOERo I
es E
0
M8 15' WATER,p�3��y�\
r FACIL2024-10ITY EASEMENT ¢• II
C C fl41
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8 SDS
SENDRAN SO CH AR A
BOULEVARD 1
L'^ CPN 103700St
NO P10049O1T
41
,X`
IIN�����
ffnwm����dr1� �l
v[AR RVgl -IS' M-pAS1'F TI Row R O W
13"
I- _ _ _ _ _ -I
235' 23' B-B_ _ I
37' �EDIAN SN B-B _
235'
PHWY I PKWY W SIDEWALK N
O
n=0 30 n=0 90 n=0 3D n=0 90 n=0 30
x f
COMPOSITE C CALCULATION
ARTERIAL ULTIMATE SECTION
NOT TO SCALE
Cx = WEIGHTED C VALUE CW- AICI+P.xCx+lpCs+...+AnCn Z
09 " G�Wxon = D M+Ax+qt+...+AnCn
x rous
= D 30
IAP n NOTES Cw= 0.30a64 + 0.90a66 �
1. THE EXISTENCE AND LOCATION OF ALL
ISO
ts.o 3n vw si am vw va -xa tw xv9 3 9ntxsex s¢io[nnu cs
UNDERGROUND UTILITIES SHOWN ON THE DRAWINGS Cw- D.60 N DO
O
WERE OBTAINED FROM AVAIIABLE RECORDS AND lY
ARE APPROXIMATE NEITHER THE OWNER, DEVELOPER
NO ENGINEER ASSUMES ANY RESPONSIBILITY FOR
UTILITIES PRIOR TO CONSTRUCTION. THE
CONTRACTOR SHALL BE REQUIRED TO TAKE ANY
PRECAUTIONARY MEASURES TO PROTECT ALL LINE I'7
n SHOWN AND OR ANY OTHER UNDERGROUND
UTILITIES NOT OF RECORD OR NOT SHOWN ON THE
o-x a n PLANS
W
N
2. CONCTOR SHALL VERIFY HORIZONTAL AND 0 200 400 Q
sx�nxx¢o TRArMi VERTICAL LOCATIONS OF ALL EXISTING UTILITIES S
smenxx¢oimwl PRIOR TO CONSTRUCTION LL
smEnxn¢otxmt 3 IMMEDIATELY NOTIFY THE ENGINEER OF ANY
�mEn®xssllxt"i DISCREPANCIES.
4. SEE APPROVED DRAINAGE STUDY DS-24-0155 FOR CEIY PROJECT NO 105694 o�
COMPLETE DOWNSTREAM ASSESMENT FID 30114-0200431-105694-EO7605 ly
%-28279
5 MADERO PHASE 13 TO BE FULLY CONSTRUCTED, W-3DB2 ED
PHASES 12 AND 14 TO BE ROUGH GRADED MAPSCO NO. 5B-10
CONCURRENTLY.
NOTE DUE TO EXISTING GAS LINE IN THE ULTIMATE
MEDIAN OF COMANCHE- WAY FLOWS ARE ONLY
v tm vm z CONSIDERED FOR THE SOUTH LANES DF MADERO
3 t PHASE 12-14 WHEN THE FUTURE NORTH IANES ARE
t im sa -x.sa tm es s DEVELOPED, THOSE FLOWS WILL BE CONSIDERED WITH
tzo an vm i im ` ^ \1 111 A SEPARATE SYSTEM. BENCHMARKS.
1M1 .44 BENCHMARK CUT
NO 1
I` /�lF ,q,, >OUARE CUT WITH 'X' IN CENTER AT BACK OF CURB
HE 058 044 g24 B23 g222 - p�9�'e e2 AAINSTTAVHWAYDE OF CEWERLNE. ROAD 2 45ELEVWEST
J525E
T 2A CS1
BENCHMARK NO 2.
-`f - 224 0.33 SO
UARE CUT WITH 'X' IN CENTER AT BACK OF CURB
` 14Bt 14B3 NORTH OF THE PCCR OF SERRANO RIDGE AT
EOPPER RIDGE ROAD ELEV 765 5C
DI
058 D69 � � 1
U, 4 55 S BJ ��FUTURE MA112 T
11Y o PHASE 12 W (
iC 1 B5 ERENCE SHEET
1 43 FOR RIP RAP
.Be - 16s2 13sa . ' g CALC--ION
rc laez � � z
-040 0i6 � m
I
GATE REVISION BY
H 0�
4 4 I D418 16.20 81B PRIVATE LE 3 ULTIMATE OVERALL
4A
PHAS
SD1
5.28 / ,p-CANER 04901E 10 I DRAINAGE AREA MAP
4ED S 4
0 4 4 I6AT -_'
0.43 SA L TI
D9 0.09 009 013 ----_ 16 -F -_ _ ¢' i I 0j5
0.23 - 343 - ` � fe MADERO
1 3 3 Y /
T 1A 164t rwzl 1 _ _ _ —a �- � -_� y12Phase 13
II 10.2J 1m 0.23
3 -
C I
1
MEN NU pf ttR
II
I I B//
1A1 1P2 /�D4 -
- li �u
�J -r_810
CITY OF FORT WORTH
J Ext1 tA3
m
0.1E
-
80' DRAINAGE FACILITY
DENTON COUNTY, TEXAS
I
J70 -- - -
-- -113 MADERO _
PHASE it
E/SEMENT BY
SEPARATE INSTRUMENT
WITH THIS PW4 sEf B f
tJl�gginF� YM.
sosD oM ceno-el pressway Pnxne
I
4696210710
5 6 STORM WATER 1 X JA
_
% JAJ
E0.25 \\\
CPN. 105404
C C��=
R.P.R.D C T
SUM400
3 FACT LItt 1.17
I
I
1
papas Texas T5206
ERN-F-1386
MAINTENANCES
AGREEMENT
\
501E MADERO1F
I 7
D
-
y
1 I
r -
-
LJA
T NT340-0112
PROJECT ID
/ F CDC MADERO
PHASE 11
PHASE 10
CPN 10490E
I
MADERO PHASE 11
CITY PROJECT
I /
iT 1 yO
r - -
%a PATE
MICHAEL C. ROE DESIGN'
APR 2RIS
H4RR16
c CPN 105404
- _
<
I
---- --J
SD1 MADERO
NO 05404
I
Iiii
■� 4i ��■ �����
��
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I. PRIVATE STORM
WATER FACILITY
- MAINTENANCE
AGREEMENT
/ �N� DRAWN
s
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DIAZ
SCALE
1" 200'
-
PHASE 10
CPN 10490E PRIVATE
--
STORM WATER
-
CC.�=
oa o3 z
/`� .21 VERT:
N/A
- - I
—FACILITY
AGREEMENT
�RP
MAINTENANCE
SD10 MADERO
R.P.R.D.C.T.
_
SHEEP
---
CPNH1049p1
46
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RDCT
/�
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\
OF
166 SHEETS
7
14
1
I I
�5q I����
1
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I I
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osx y��yyz��nn
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IV1I � I ~ 16At 18A3 4 �
DA
PRIVATE STORM WATER FACILITY 0.43 — — 3.43 — — —
M4INIEN�CE AGREEMENT 1
D,3 —Bo
LEGEND
— — — — —
— DRAINAGE DIVIDE
T
PROPOSED STORM DRAIN SYSTEM
C P
-EXISTING STORM DRAIN SYSTEM
E—
SURFACE FLOW DIRECTION
19A DESIGNATION
8.6 ACREAGE
DRAINAGE AREA
TAD
INLET NUMBER
O
DESIGN POINT
DRAINAGE DESIGN CRITERIA
RATIONAL METHOD
DESIGN FREQUENCY
(A) CLOSED SYSTEM 5 YEAR
(B) CLOSED SYSTEM 100 YEAR
(C) OPEN CHANNEL 100 YEAR
O=CIA
Q — FLOW IN CUBIC FEET PER SECOND — CPS
I — INTENSITY IN INCH
A — DRAINAGE AREA IN ACRES
n ROUGHNESS COEFFICIENT
001REINFDRCED CONCRETE PIPE
0053
REINFDRCED CONCRETE BOX
0019
STREETS AND GOTTERE
- WMm
PMVlF4�F50®�E�F���FT�I g —M P
ffLm4r8mrn MFwUATDLUi—
®�IWN WU3F 50
FTIITIIII IfI11IIITM
nxp.r n9q)yGl;r p4rp AnAP
PRIVATE STORM WATER FACILITY
MAINTENANCE AGREEMENT
CCI--
R.P. R. D.C.T.
�,
Pml,7i1
U-lm
I=
.1
NOTES.
1. THE EXISTENCE AND LOCATION OF ALL UNDERGROUND
UTILITIES SHOWN ON THE DRAWINGS WERE OBTAINED FROM
AVAILABLE RECORDS AND ARE APPROXIMATE NERHER THE
OWNER, DEVELOPER NOR ENGINEER ASSUMES ANY
RESPONSIBILDY FOR UTIIJTIEE PRIOR TO CONSTRUCTION THE
0 NFRACTOR SHALL BE REQUIRED TO TAKE ANY
PRECAUTIONARY MEASURES TO PROTECT ALL LINES SHOWN
AND/OR ANY OTHER UNDERGROUND UTILITIES NOT OF
RECORD OR NOT SHOWN ON THE PLANS
2 CONFRACTOR SHALL VERIFY HORIZONTAL AND VERTICAL
LOCATIONS OF ALL EXISTING UTILITIES PRIOR TO
CONSTRUCTION.
3 IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES
4 SEE APPROVED DRAINAGE STUDY DS-24-0155 FOR
COMPLETE DOWNSTREAM ASSESMENT
5. MADERO PHASE 13 TO BE FULLY CONSTRUCTED, PHASES 12 N
AND 14 TO BE ROUGH GRADED CONCURRENTLY i
NOTE' THE CONTRACTOR SHALL CONTACT THE FOLLOWIN
48 HOURS PRIOR TO EXCAVATING IN THIS AREA
CHARTER COMMUNICATIONS 1-817-509-6272
FORT WORTH TRANSPORTATION/PUBLIC WORKS 1-817-392-1234
FOR OTHER FACILITIES WWW.TEXAS811.ORG OR 1-800-545-6005
AREA 16A3 AREA 16M
"C"W.Rphetl AFea C" "C"weinhtetl
0.64 a;a 090 0.79
R.P.R.D.C.T. I
�trt-------------
CITY PROJECT NO 105694
TO 30,14-0200431-105694—E07685
X-28279
W-3082
MAPSCO NO. 5B-10
BENCHMARKS.
3ENCHMARK NO 1
EQOARE CUT WITH Y IN CENTER AT BACK OF CURB
ON SOUTH SIDE OF EALINOA ROAD 2 45' WEST OF
MAINSTAY WAY CENTERLINE. ELEV 752.6E
BENCHMARK NO 2:
SQUARE CUT WITH 'X' IN CENTER AT BACK OF CURB
NORTH OF THE PCCR OF SERRANO RIDGE AT
3 COPPER RIDGE ROAD. ELEV 765 5F
1 I
I
DATE REVISION BV
ULTIMATE DRAINAGE
AREA MAP
MAD ERR
]Phase 13
CITY OF FORT WORTH
DENTON COUNTY, TEXAS
60601NOM Centre Exnpre�sz Ph 469 fi
Sidle 4W
Dallas, Taxes T5206 FRN-R1386
LJA PROJECT ID
NT340-0112
*T DATE APR 2025
MICNAEL C. ROE DESIGN' H4RR15
DRAWN "
N�� 2ozs SCALE
oa D4 z VE R: 1" = 100'
VERT: N/A
SHEET
o OF 1 6SHEETS
N
O
INSTALL 114 SY TYPE "A'
STA e+0000 SD1= DRY RIPRAP (18- DEEP)
STA 3+32 63 501-
PAV STA 3COURT (15049' FT) pqy STq 7+7000 (a3049' RT) TO PUBLIC
HYOROSEE EO AND
FANDANGO COURT E%ISTING GAS WELL SITE
INSTALL MANHOLE RISER TALL TIMBER DRIVE ACCESS ROAD
NST LL SL\ __ALL
I / MNNT NED UNTIL JO PeBUSHFD N N
U 97
d STA g09'gp8 V
I
RAINAGE FACILITY EASEMENT \ A /
PRIVATE SWALE 3
O e8 y _-- -All 812�^ _ --- / M4DER0 PHASE z
6' RCBfI\ I I 8 Oe �`y'-gt2 CPN 104901 0�� e0 O
r-�6 `�1 5 12-�^0 PIaii1�Ia 2• 1`1�'e h'ENIJA:1711fRAP
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IS / ri
- - - - - _ g 6
7
J32-806 " �, d� IN M
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o an; rw w
eb Be Dratlae ahara4.]-: Q
/A / SOUTHWESTERN G4S PIPELINE, INC / 'B\' 29J BY 6' NON REINFORCEp I A 682-BO].aal Tailware�„otlM�'� M� R FFggqWWµ0.re 0.]-3
�\\ \ �, I IPAmh o^ uvpavea..Rron lmin W-ua' a
VOL. 5049 PG. 2431 CONCRETE Ttlownaveam eor��
VOL. 5049 PG. 2436 MADERO PHASE 12
R P R D CT BOUNDARY LIM HIS
BEGIN SWALE BDJ.D0
PUBLIC EARTHEN SD1 SWALE Swale 3a Swale 1 Ulti- Contlhiona OeNt CITY PR ECT W. 105694 �
FlD: 30114-0200431-105694-M76B5
Q Tobl 100 WSEL n=0.05 1 WSEL n=0.05 tyr Channel Val n=0.035 Syr Channel Vel n=0.035 100yr Channel Vel n=0.035 W
River yyrr q�yr X-3082
DRAINAGE FACILITY EASEMEM Rlver Reach Statlon CamrerNs i��,,(( ry5��,�� ) Nor1l(IDepIM1 I(no U YISEL S.b.flflINS) al NbS) Su(W.) al Mhetl Su(WS)cal N-) RAPSCO Q
1 0' MINIMUM Ich) Ic]al Ic]sl IR) (RI INS) RVe) (ff/a) (Xh) (TVsI IWs1 IMPSCO N0. 5B-10
NATURAL FREEBOARD NATURAL Swalel 1 251 SEE Pine Ou 11 M 63 111 81084 81084 4.fi8 486 527 52] 635 6.35
GROUND o� GROUND Swalei 1 236 M fi3 111 8107' 81078 2.91 281 330 330 4ON 7- -
I1 Bwelel 1 229 M 63 111 81071 81071 2.93 20 332 3.32 402 4.02
M'0F M1 ` S.M.l 1 211 M 83 111 010.52 _ 81052 2.84 2.91 3.34 IM 4.02 4.02
j S- 1 189 M 83 111 810.30 81030 2.99 299 338 338 407 407
(AREAS 1A1. 1A2. 18. 2A. Swalei 1 161 M 83 111 81003 81003 2.98 2N 334 334 403 4DS
8" TOP SOIL 6" TOP SOIL 4A 5h 1W1 & 16A2) Swalei 1 16 M fi3 111 809.79 809 ]9 2.92 292 331 3.31 401 0.01 TIE
AND SEEDING 2p• AND SEEDING 0100 = 173.7 CFS 3ENCHMARK3'
REQUIRED REQUIRED 5 = 1.11% Swalel 1 110 M 83 111 809.58 80958 2A8 298 338 336 4G0 4.00
SECTON A-fi DP (0.050) - 1.70' Swalel 1 91 M 63 111 50940 80990 2.94 2% 329 329 385 3.85 3ENCHMARK NO 1:
V (0.035) 4.86 FPS Swalel 1 ]8 M 83 111 809.29 80929 2.94 294 323 323 371 371 SQUARE CUT WITH'K' IN CENTER AT BACK OF CUR'.
NTS Bwale1 1 66 M 1 63 111 80923 80923 2.97 29J 318 3.18 361 361 BN SOUTH SIDE OF BALINDA ROAD 2 45' WEST OF
Swalei_ 1 57 M 63 111 _ 1 17 8091T 288 298 309 309 34T 347 JMNSTAY WAY CENTERLINE ELEV 75264=
Swalel 1 50 Confluence wOh SWale� M 83 111 80913 80913 3.02 302 301 301 338 336 3ENCHMARK NO 2:
SD SOUARE CUT WITH Y IN CENTER AT BACK OF CUR'.
JORTH OF THE PCCR OF SERRANO RIDGE AT
10-50 10-00 9+00 B+DD 7+00 6+00 5+00 4+00 3+00 2+00 1+00 0+00 TOPPER RIDGE ROAD. ELEV 7655,-
mm _ II I
rere II I
830
I I �• I I I P I I Ii II
a RATE REVISION BY
825 '----- �`; ®PIPEro.00r1 825 STORM DRAIN PLAN &
PROFILE
'-- / / ----- SDI
O
820 Ln ----- - ---- -- ----- 820 1V1A1D]ER®
R POSED I k RIGHT
--�. ----- ----- ---- - --- ]Phase 13
- "� L Ck L
----_�Il-� mf )RAL CRf Ld3®swAlE 1
815 U -- -- -- - - - ____-- --__-_ ---- --- __---- /� oorR4815
CITY OF FORT WORTH
F 7 x s' I_� D. o'�------- 1 a67 LF 7' . 5' •r1 4o n mx \ DENTON COUNTY, TEXAS
=--------_--------_ - \ � - �2- 810 810
/ 6060 o M1J rI 1 Cemral Express�ay6 PM1ore 46962 4 p
0100= j7 IRS --- --- Q Dalles,OTexea 7520G FRN-F-1386
�r,LL 1rrl �•�ti-�,w
WA PROJECT ID
E3 805 V1,_ � As d,y= 461 AP 1 :4QNT3ao-0112
�R e APR 2025
DESIGNHARRIS
DRAWNHARPIS
SCA E800 J o vt 'o.o5oa= 4.(5 FPs HORz 140'
��os )-VERT. 1" = 4'
�l .,1 �l .,l SHEET
SHE
795 1� i1 12 1� i2 vJ i1 12 1� i1 vJ vJ vJ vJ vJ vJ 795 OF 166 �SHEETS
N0TE5. LEGEND
FINISHED 1. TYPICAL PAD SIZES ARE 40' X 75' UNLESS DIMENSIONED
ROW FLOOR OTHERWISE. 71.3 SPOT ELEVATION
2. FINISH FLOUR ELEVATION (FF) 15 ASSUMED TO BE 0.80'
ABOVE FINISHED PAD (FP) N
11I 78 81 88 89 94 rR-Tl�+9rj nH I� B-B P R 1' RETAINING WALL 71.3 IX511NC SPOT ELEVATION
■I i p1LLLllll 22 5'I` 5' 2R 2' 3 FF ELEVATION SHALL BE A MINIMUM OF 2' ABWE THE
ULTIMATE 100-YEAR FLOOD -IN ELEVATION EP FINISHED PAD ELEVATION
82 87 90 93 9s tt P FINISHED 4 MAXIMUM GRADE BEAM EXPOSURE SHALL BE 24" TO FINISHED
J ROOR FLUOR (1 2• TO FINISHED PAD) TC TOP OF CURB
7J 5 FINISHED PAD MUST BE 0 3' ABOVE THE HIGHEST POINT ON EP EDGE OF PAVEMENT
83 86 92 97 an SLOPE ttPE 'IM LOTS O
N 91(MAX) 1 6 A M GARAGES
ES ARE
SLOPE OF 129. EG EXISTING GROUND 1)
CONTE OTOR TO SLOPE FRONT YARD FROM ROW oJ_ 7. DROP GARAGES ARE ALLOWED AC TO A MAXIMUM SIDE
EO v FLOW ARROW
I(UII■' gU_• 8. ALL DRIVEWAYS ARE TO BE PLACED ON THE HIGH SIDE OF
8Q £j5 AT 1% THEN UP AT 3.1 T FINAL PAD ELEVATION 2• 4.1 SLOPE
THE LOT UNLESS OTHERWISE SHOWN. Z
(%) 9 ALL WORK SHALL BE PERFORMED ACCORDING TO IXISDND STORM DRAIN SYSTEM
GEOTECHNICAL REPORT W241596 RATED SEP 19, 2024 EB EXPOSED BEAM
GRADING�T KEY MAP: TYPICAL GRADING CROSS SECTION GRADING AT SIMAED WALL PERFORMED BY ALPHA TESTING O
NTS NTS NOT TO ssLcrxa�E VG VALLEY GUTTER Z
\ q (1 �j T PROPOSED GROUND O TOP OF WALL m
O2� 00 \ - R�AII ff' jyA1 IA T9 PROPOSED RETAINING WALLS E PROPOSED GROUND O ENO OF WP11ALL O
w s'"Ve INCLUDING FOUNDATIONS, FOOTINGS, ETC SHALL NOT
g_ w E%TENR IMO THE RIGHT-OF-WAY PROPOSED STORM DRNN SYSTEM
THE MAIMITIP' O T RETAINING WALLS R ON BE THE 1.r1
THE RE AKIN Y OF THE PROPEELOCATED.
OWNER ON WHICH PROPOSED RETAINING WALL
THE RETAINING WALLA LOCATED.
RETAINING WALLS GREATER THAN 15" IN HEIGHT REQUIRE INDICATES SIDE OF LOT WHERE W
1 8 @y SEPARATE BUILDING PERMITS. RETAINING WALLS GREATER DRIVEWAY MUST BE LOCATED N
THAN 24' IN HEIGHT REQUIRE PUNS SIGNED AND PRD ED POW Q
T +nRe F rI'• SEALED BY A LICENSED STATE OF TEXAS STRUCTURAL =
'x'ae F%s w� •'A' OR GEOTECHNICAL ENGINEER O PROPOSED PROTECTWE FENCING LL
`MF
ALL
DNaw•eE TO smEET DRAINgOE BOTH TO STREET a RT LOT UNE CRY PROJECT NO 111114
FID 3R114-0200431-105694-E07685 !Y
X-28279 J
PRESERVE & PROTECT W-3082 Q
EXISTING POWER POLE MAPSCO NO. 5B-10 <
W i.� _-_ �` II
#n 822.4 J / FP= .1}I- rr I I III j^""` III III ���821
I m_ IOC 823.3.0 822.7 822.4 822.1821820.FP=
` (TYPE A) (ttPE A) (TYPE A) (TYPE At(TYPE A) (TYPE (TYPE A) 6]620.4(ttPE A) '"" 8233 III 2 . �z� 2 .9 MATCH LINE SHEET 962 .a I (TYPE A> o ZO6203^I1 NI1'04v`_2' HMARKS23.21_ 2'.] 22.5 .2� 270 21.] .21.2\ 20i -/ r /-
_ �22.] 2y_ 22.2 21.9� 21.7 21.4 121.2 �a-�20.9 20.
_ FPq _�__820.4 o o m Im 3ENCHMARK No 1 # -o �m
a EA) _ > 2'.: ..�- (ttPE ¢ la IQ I
6gUARE CUT WRH 'X' IN CENTER AT BACK OF CURB
% JN S0UR1 SIDE OF SALINDA ROAD 2 45' WEST OF
i I//1 9 _ 1111 WAY CENTERLINE. ELEV 752.6E
I f� 822.5 FP= FP= FP_
FP= _ FP= - FP= FP= FP-I�- �' �' I {_ �Ic
r4 cP �B'I�- Tn
#� (ttPE A) I 823.0 823.2 8 1 82JA)
8223' .2 822.0 �621'7� 821.5 821. MFFE=612 91;' c 3ENCHMARK NO 2:
�FP= i (TYPE A) (TYPE A)) (TYPE A) (TYPE A) (TYPE A) (TYPE A) (TYPE tt F '�- 1 ^ I I iQUARE CUT WRH '%• IN CENTER AT BACK OF CURB
_20.4 VORTH OF THE PCCR OF EERRANO RIDGE AT
+ 5 / 8 8 9 10 11 12 13 'I 10 (1YPE A) I-----+-_�_\_ / :OPPEft RIDGE ROAD. ELEV 7655[
TRFET �9 SWALE. IN M h� /
9 I ONDIT10N5, SEE �T
-� 21. 21.7 :1.4 21.1 4u.8 20.6 I_ .. 19.9 - OR P N
a 2 1 II I .4 - I - 2 INFORM ION I /
21.9 21.5 21.4 21.1 20. 20.8 - 20.4 1 ).1 _ 19.9 19.8 19.2 �f ` ._
e \ ry 1 2 FANDANGO COURId, 4
15X ,{ v 01 M •14 01NT
21.1 21.5 2 .3 21. - - - 2020.3 20.(1 19B 19.5 REVISION BV
0. l
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`n \ A OWE A) (1YPE A) A (TYPE A) (TYPE A) PE A) (TYPE A) (TYPE A) (TYPE A) PE A) ___ _ 1�1� q '}
) (TYPE A) � --0�' Phase A.7
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12 J 'W.ax 1� 2 .9 T1.6 21.4 '1 . - 2.3 21.4 i
• / ---/ - 4 U �� zi CITY OF FORT WORTH
I
- I -.TON COUNTY, TEXA6
P"
m MADERO PHASE /12 ROUGHLIN
m
E n GRADED LOW POINT TO BE CUT - G - - 0 G G G c m m m m 606D M Cantrel pressway PM1one 4596210710
io TO
MAINTAIN POSITIVE DRAINAGE / \ Y 1 b - yl nN Su 1e 400
TO ED3 DROP INLET UNDER - m m
INTERIM CONDITIONS N _ _ Rallas Texas T5206 FRN-F-1386
E LJA PROJECT ID
R8 o NT340-0112
u u \ \, 11' DRAINAGE DATE* APR 2125
19.6 18.6 18 17.3 185 15.8 15 14.3 34 .8 - - 12.1 12.1 12.3 n SEPARATE
EASEMENT BY I MICNAEL CT ROE
�� >g - - - - SEPARATE INSTRUMENT DESIGN SAMOSCOY
C CH THIS PUN SET '-"
T . - TC.61 _ - -Tc-A1 \�/ -B�1.4 MFFE - �45519 DRAWN DIAZ
PERO- qr y q,R� - T&- • - �r \ FF eloo }1I �. R:P*R.D c.T ...I�---- ��aL„-s"I
C ..Tr R1a g c 9 3 e T .at l,fl7 �2 I,.: / / NAE c0 SCALE
TO 12 TC�B 2.27 815.E HORZ 1" 40'
= ADfYJ41 �5aC. `81 1.� ..T . t3 1 -- (TYPE A) W _ oa D3 zozs VERT: N/A
SHEET
E€ 97
ii OF 166 SHEETS
DETAIL A
33 05 10-D402 EMBEDMENT FOR RCP
STORM SEWER ALL SIZES
DETAIL B
33 03 10-D403 EMBEDMENT FOR STORM
SEWER CONCRETE BOX ALL SIZES
!�!T
�F B.
RAR N (I'D BAN v, (11) BAR, 12 (i')
FORT WORTH CITY OF FORT WORTH, TEXAS I REVISED 04 30-2021
STANDARDWITH LID DROP INLET 334920-D408
����� BMMHEBSY
\t/ CITY OF FORT WORTH. TEXAS REVISED 04-30.2021
(iRT 0!®RT STANDARD STORM DRAIN INLET
(SHEET 1 OF 2) 33 49 20-13405
nsexm�,rs wnn �e.a oaw
MR
B S
BARS C s`D (14)
BARS Ep(P4)
6AB5 j („)
El
BARS F ('a) BARS M IV)
BARS C (14) BARS N N4)
�cnaB_c
ORT WORT I CITY OF FORT WORTH, TEXAS I REVISED 04-30-2021
STANDARD STORM DRAIN INLET 33 49 20-D405
(SHEET 2 OF 2)
CITY PROJECT NO 105694
FID' 30114-0200431-105694—E07685
X-28279
W-30B2
MAPSCO NO. 5B-10
BENCHMARKS.
3ENCHMARK NO 1
SQUARE CUT WITH 'X' IN CENTER AT BACK OF CURB
3ENCHMARN NO 2.
SQUARE CUT WITH 'X' IN CENTER AT BACK OF CURB
V0RTH OF THE PCCR OF SERRANO RIDGE AT
EOPPER RIDGE ROAD ELEV 7655C
I
STORM DRAIN DETAILS
MAD ERO
]Phase 13
CITY OF FORT WORTH
DENTON COUNTY, TEXAS
6060 Or M1 CenOr rM c preazwaypreazway PM1one
S-400
46962
DAW, Taxes 75206
LA
FRN-F-1386
PROJECT ID
NT340-0112
DATE'
APR 2025
MICHAEL C ROE DESIGN'
LM
DRAWN
WA
—
as 03 2 HORZ*
SCALE
NTS
NTS
OF
SHEEP
155
166 SHEETS
0
'XIM
W \I--SfSL,—
N=.
T
TIT t t'
FoRTWORT H I CITY 01 FORT WORTH, TEXAS I REVISED 04 30-2021
STANDARD 4'SQUARE
JUNCTION BOX I 334910-D409
ORT )"C 'Tyo' FORT WORTH,
TH ITA..A.. 1"ZTlAlE
JUNCTION BOX 33 49 10-13410
= H�l
- _71
A
FoRTWoRTH''--T' - I. TEXAS 1 REVISED 4 30-2021
RECESSED STI ORM DRAIN INLET I -
(SHEET OFF 2)
J
IL
v--- — -------- -T-
SECTOR A
3AGR A (ff�)
BIDS 1 (#4)
J.
5ECTON F
BASS F 41)
BARS C (64)
BARS
BARS N (#4)
FoRTWORTH CITY OR FORT
WORTHI REVSEDI"1-1021
1ECIESSED.T.R.DRAIN INLIET
I (SHEET 2 OF 2) 33 49 20-D406
111 11 111114
FID —14-0200431-5694-E07685
X-28279
W-82
MAPSCO NO. 513-10
BENCHMARKS.
3EN HMAGK NO 1
SQUARE CUT WITH 'X' IN CENTER AT BACK OF CURB
N SOUTH SIDE OF SAUNDA ROAD ± 45WEST OF
MAN— WAY CENTERLINE. E Ll 712.61
3EN HIKARK NO 2.
30
JARE CUT WITH 'X' IN CENTER AT BACK OF CURB
Vo RTH OF THE PCIR OF SERRANO RIDGE AT
'o
FRED RIDGE ROAD ELEV 765 5C
STORM DRAIN DETAILS
MAD ERO
Phase 13
CITY OF FORT WORTH
DENTON COUNTY, TEXAS
!f�'pr PM1one
S-400
LIN
459 621 D71 0
DAW, T— 75206
LIA
FRN-G1386
PROJECT 11
N 340-01
DATEAPR
12
2025
DESIGN'
.
DRAWN
WA
Id.-
VERT:
SCALE
N
NT' l
OF
SHEET
156
166 SHEETS
.,. a=77=-=
�. L
. ,a.. a ...�'...1
FVK111OKIp CITY OF FORT WORTH. TEXAREVISE006-30-2021
STAND ARD 6'SOUAS r
�� JUNCTION BOX 334910-13411
FORT WORTHI CITY OF FORT WORTH, TEXAS I REVISED 04-30-2021
4' STACKED MANHOLE FOR 33 49 10-D412
REINFORCED CONCRETE BO
a: e
Dr.Yana1
cc
61EP sE
ORT WORT I CRY OF FORT WORTH, TEXAS REWSED Od 14021
MANHOLE STEPS 33 49 10-D414
I I bo
+-
I
j>7 rC\ -
II
III: `IILR
ORTWORT I CITYOFFORTWORTH.TEXAS I REWSEDO-BI-2021
TYPICAL MANHOLE/ I[ 334910-D415
PIPE PENETRATION
CITY PROJECT NO 105694
FID 30114-0200431-105694-E07685
X-28279
W-3082
MAPSCO NO. 513-10
BENCHMARKS.
3ENCHMARK NO 1
5 UARE CUT WITH 'X' IN CENTER AT BACK OF CURB
JN SOUTH SIDE OF SALINDA ROAD 2 45' WEST OF
MAIN— WAY CENTERLINE. ELEV 752.6E
BENCHMARK NO 2.
BOUARE CUT WITH 'X' IN CENTER AT BACK OF CURB
VORTH OF THE PCCR OF SERRANO RIDGE AT
EOFRER RIDGE ROAD ELEV 765 5C
1 I
STORM DRAIN DETAILS
MAD ERO
]Phase 13
CITY OF FORT WORTH
DENTON COUNTY, TEXAS
fi� Or M1 CenOr 11prexzwayprexzway 11,
S-400
LIN
IBR S2
DAW, Taxes 75206
WA
'
FRN-F-1386
PROJECT ID
IN `340-0112
DATE
APR 2025
MICHAEL C ROE DESIGN'
LM
DRAWN
WA
///�$�/� siow� Ei�Dzs
04 D Z VE R:*
I�� VERI
SCALE
NTS
NTS
OF
SHEET
157
166 SHEETS
N
O
Precast Box Culverts
G
i
Pla, Vie
I
p
) 111 17,7 E'Iri i7 �`%nF 12+78.75 'M
m m E
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Elevation-Centarl'ne Even
FoRTWORTR FoltTY2oRTH.Tic— ' REM —
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CONCRETE PIPE COLLAR I 33 41 10-D416
a m
rc
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lre
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ReidorcedGoncrete
Precast Box Tra sition - Option 1 {aM I7"s1-1—s] FOR1rEREA
r
ORT WORT CITYSOF
As"s I RVISEIIIII1121
RMDN
MANHOLE FRAME GRARINAND
330513-D417
RIPRAP PER PLAN I
A A
WALLS
+ 6"
a
REINFORCING SHALL BE NO 3 BARS
�'�p
" WAY CONCRETE SHALL HAVE A
MINIMUM COMPRESSIVE
STRENGTH OF 3000 PSI
1AT 28 DAYS
6"VARIES - 1' MINN 1' TOE WALL
RCP STORM DRAIN
SECTION A —A
RCP SLOPED END HEADWALL
NOT TO SCALE
RIPRAP PER PLAN _I
A A
+ � 6" WALLS
-----------
REINFORCING SHALL BE NO 3 BARS
ON 18' CENTERS EACH WAY CONCRETE SHALL HAVE A
MINIMUM COMPRESSIVE
STRENGTH OF 3000 PSI
1 SCOp AT 28 DAYS
f p 6"
VARIES - 1' MIN 6 ER p(qN 11 TOE WALL
RCB STORM DRAIN
SECTION A —A
RCB SLOPED END HEADWALL
NOT TO SCALE
CITY PROJECT NO 105694
FID 30114-0200431-105694-EO7695
x-28279
W-3082
MAPSCO NO. 513-10
BENCHMARKS Call gT:igvah.Nou,piT�,
3ENCHMARK NO 1
SO ARE CUT WITH X IN CENTER AT BACK OF CURB
ON SOUTH SIDE OF SALINDA ROAD 2 45' WEST OF
3ENCHMARK NO 2.
SODARE CUT WITH 'X' IN CENTER AT BACK OF CURB
VORTH OF THE PCCR OF SERRANO RIDGE AT
TOPPER RIDGE ROAD ELEV 765 5C
T
I
I
I
I
I
I
I
I
I
DATE REVISION Or
STORM DRAIN DETAILS
MADE O
Phase 13
CITY OF FORT WORTH
DENTON COUNTY, TEXAS
�p
6060 orIM1 CJ�e ral xpresswry Ph— E686210]10
S-400
Dallas. Taxes 752W FRN-F-1386
WA PROJECT ID
NT340-0112
DATE APR 2025
' ICHAE7 L�CC E1 + DESIGN LW
DRAWN WA
I f �/� oa o3 zozs SCALE
HORZ NTS
VERF NTS
SHEET
158
OF 166 SHEETS
TYPICAL SECTION. PLAN OF RUNT STEEL
VA.
SECTION THRU CURB
SINGLE BOX CULVERTS TSF CA5 1 -PLACE
TO V FILL
SCC-7
BILLS OF REINFORCING STEEL (For So, LeNth • 40 fe t) QUANTITIES
II
A I
Y,Z.-
i:4
UJIL
5 H
... .. ... ...
IT #
CBOX CULVER
A—IN--E TS
C-
FID —14—DO431-105694-ED7685
X-28279
.-RDR2
MAPSCO NO. 5B-10
. . PROJECT
... . NO ......
BENCHMARKS.
3ENCHI,ARR NO 1
SQUARE CUF WITH Y IN CENTER AT BACK OF CURB
N SOUTH SIDE OF EALINDA ROAD ± 45WEST OF
MAN— WAY CENTERLINE. E LEV 752.6E
3EN HMARK NO 2
SQUARE CUF WITH Y IN CENTER AT BACK OF CURB
—TH OF THE PCCR OF SERRANO RIDGE AT
COPPER RIDGE ROAD ELPV 765 5C
3 1111 1110 11) "XIII IS 11 By IF4111 I R
MAD ERO
Phase 13
CITY OF FORT WORTH
DENTON COUNTY, TEXAS
!f'C I C. �.l � PI,
S,i.400
LIN
153 ON H-
T— 75206
L IA
FRN-F-1386
PROJECT ID
N
DATEAPR
ROE
34D-0112
2025
DE1111
41— DN
DRAWN
5 �
IA
WA
_�g:1111AEIF
dORl'
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SCALE
NTS
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159
166 SHEETS
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4,
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sing
SECTION A -A
ni�e0 Greer
3-
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SECTION THRU CURB
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1 C,
PLAN OF SKEWED ENDS
iI m P)
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1A.- E,,B T-1-1,
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GENERAL NOTES.
G,,H �O � �d. ,0 t, AASHTO LRFG Sw
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3 inches .1 the
HL93 LOADING
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BOX CULVERTS
PRECAST
MISCELLANEOUS DETAILS
SCP_MD
CITY PROJECT NO lD5694
TO 30114-0200431-1056947685
E27.
W-3082
MAPSCO NO. 5B-10
BENCHMARKS
3ENCHMARK NO 1.
SO RE CUT WITH Y IN CENTER AT BACK OF CURB
3N SOUTH SIDE OF SALINGA ROAD ± 45' WEST OF
BENCHMARK NO 2.
3QUARE OUT WITH X IN CENTER AT BACK OF CURB
qORTH OF THE PCCR OF SERRANO RIDGE AT
:ODDER RIDGE ROAD ELEV 765 5C
GATE REVISION BY
STORM DRAIN DETAILS
MADE
Phase 13
CITY OF FORT WORTH
DENTON COUNTY, TEXAS
Ins AA
IDIIII,7
S400
RAN, Tl,, 752W FRN-F-1386
1A 11111T 11
NT34D01 12
APR 2D25
DESIGN LA
DRAWN WA
SCALE
HONZ NTS
VERT. NTS
SHEET
160
OF 165 SHEETS
Exhibit "C"
CITY OF FORT WORTH STORMWATER FACILITY OPERATION AND
MAINTENANCE PLAN FOR SWALES AND DITCHES
The only responsibility the City of Fort Worth has in the operation and maintenance of this Facility
is inspection.
General Maintenance Procedures
The structural and functional integrity of the facility or facilities described in "Exhibit A" shall be
maintained at all times by removing and preventing drainage interference, obstructions, blockages,
or other adverse effects into or throughout of the entire facility.
Periodic silt removal shall occur when standing water conditions occur or the swale or ditch volume
is reduced by more than 10%. Silt shall be removed and the swale or ditch returned to original lines
and grades shown on the approved engineering plans. In addition, corrective measures are required
any time the facility does not drain completely within 72 hours of cessation of inflow.
**NO STANDING WATER IS ALLOWED in a facility designed to convey stormwater during,
storm inflow, but to be maintained for dry purposes only.
Accumulated litter, sediment, and debris shall be removed and not exceed 6 months of accumulation
or as necessary to maintain proper operation of the facility or facilities. Disposal shall be in
accordance with federal, state and local regulations.
The facility or facilities as described in "Exhibit A" shall be mowed monthly at the minimum,
between the months of April and October or anytime vegetation exceeds 12-inches in height.
To prevent debris from entering and clogging the downstream outfall structure a wire mesh screen
or similar screening device shall be installed over or around the structure until final acceptance.
Preventive Maintenance and Inspection
• Visual inspections of all components will be conducted every 6 months.
• A log shall be kept of all maintenance actions, and inspections. The log should document
the condition of the facility or facilities primary components, mowing, silt, litter and debris
removal dates.
• Written maintenance and repair records shall be maintained by the party or parties
signing the attached Agreement and shall be provided to the City upon request.
FORT WO RT H Fort Worth °CS
Stormwater
Management
" EXHIBIT D"
STORMWATER SWALE AND DITCH FACILITY MAINTENANCE CHECKLIST
FREQUENT INSPECTION
Inspection Item: Date: Repairs Required: Repairs Made: Notes:
Remove: Trash and
Debris
Remove: Grass
Clippings, Leaves, Etc.
MINOR INSPECTION:
Inspection Item: Date: Repairs Required: Repairs Made: Notes:
Overall Condition of
Facility
Amount of Silt within
the Facility
Amount of Ponded
Water within the
Facility
MAJOR INSPECTION:
Inspection Item: Date: Repairs Required: Repairs Made: Notes:
Evidence of Cracks or
Missing Concrete
within the Facility
Evidence of
subsidence around or
within the facility
Evidence of Roots,
shrubs, or trees
Infiltrating the Facility