HomeMy WebLinkAboutContract 61154-A1Date Received: 6/6/2025 Permit No.: SWFMA-25-0034
Time Received: 8 : 23 a.m. City secretary No.: 61154-Al
FIRST AMENDMENT
TO CITY SECRETARY CONTRACT NO. 61154
STORMWATER FACILITY MAINTENANCE AGREEMENT
This FIRST AMENDMENT TO CITY SECRETARY CONTRACT NO. 61154,
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 LENNAR HOMES OF TEXAS LAND AND
CONSTRUCTION, LTD., a Texas limited liability partnership, herein after referred to as "Lennar
Homes," and Sendera Ranch Master Association, Inc/Senders Ranch Single -Family Area
Association, Inc. both Texas nonprofit corporations, herein referred to as "Associations."
RECITALS
WHEREAS, on March 20, 2024, the City, LNR AIV, LLC, and Associations, made and
entered into City Secretary Contract No. 61154 (the "Agreement"), to authorize the use of on -site
stormwater management facilities (the "Facility") to be constructed and maintained on a portion of
property owned by LNR AIV, LLC; and
WHEREAS, Section 8 of the Agreement states the Agreement constitutes a covenant running
with the land that is binding on LNR AIV, LLC, its administrators, executors, assigns, heirs and any
other successors in interest; and
WHEREAS, the Agreement was recorded with the property records of Denton County,
Texas as Document No. 2024-29702 which is one and the same as City Secretary Contract 61154.
WHEREAS, LNR AIV, LLC sold and conveyed the property subject to the Agreement by
Special Warranty Deed to Lennar Homes, which is now the current Landowner (the "Conveyance");
OFFICIAL RECORD
Revised 03/01/2022 BN CITY SECRETARY Page 1 of 8
FT. WORTH, TX
and
WHEREAS, on October 30, 2024, the Conveyance was recorded with the property records
of Denton County, Texas as Document No. 2024-117771; and
WHEREAS, LNR AIV, LLC and Lennar Homes did not execute a Consent of Assignment
to the Agreement at the time it executed the Conveyance; and
WHEREAS, Lennar Homes desires to amend Exhibit A and B to the Agreement because the
abandoned area is being converted to residential lots, thereby negating the need for a public channel
and thus changing the scope of the Facility; and
WHEREAS, the Agreement contains exhibit(s) "A" and "B" that depicts the location and
redesigned specifications of the Facility; and
WHEREAS, this Amendment is entered into by and between the City, the Associations, and
Lennar Homes to memorialize that Lennar Homes is the successor in interest to LNR AIV, LLC,
amend references to Landowner to clarify that Lennar Homes is the current landowner, and update
the location and facility exhibits under the terms of City Secretary Contract No. 61154 to reflect that
part of the abandoned area is being converted to residential lots; and
NOW THEREFORE, City, Lennar Homes, and Associations, acting herein by and through
their duly authorized representatives, enter into the following that amends the Agreement:
1.
The City and Associations agree that LNR AIV, LLC conveyed the property described in
Exhibit "A" to Lennar Homes on October 30, 2024. The City and Associations agree that Lennar
Homes is the successor in interest to the Agreement. As the successor in interest to the Agreement,
Lennar Homes shall perform all obligations described therein pertaining to the Landowner.
Revised 03/01/2022 BN Page 2 of 8
2.
The Agreement is amended to repeal all references to LNR AIV, LLC are amended and to be
read as "Lennar Homes." The Agreement is amended to clarify that all references to Landowner are
to be read as applicable to "Lennar Homes."
3.
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.
4.
Exhibit B is hereby replaced with Exhibit B-1 attached hereto and incorporated herein to the
Agreement, consisting of revised design specifications of the Facility.
5.
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.
6.
All other provisions of the Agreement which are not expressly amended herein shall remain
in full force and effect.
EXECUTED on this the 6th day of June 2025.
REMAINDER OF THIS PAGE INTENTIONALLY LEFT BLANK
Revised 03/01/2022 BN Page 3 of 8
CITY OF FORT WORTH:
Jesica McEachern
Assistant City Manager
Date: 06/05/2025
Approved as to Form and Legality:
Ala ttheW 14
Matthew Murray (May 27, 2025 11:26-`DT)
Matthew Murray
Senior Assistant Attorney
City Attorney's Office
Date: 05/27/2025
ATTEST:
Jannette Goodall,
City Secretary
City of Fort North
Date: 06/06/2025
Revised 03/01/2022 BN
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LANDOWNER:
LENNAR HOMES OF TEXAS LAND
AND CONSTRUCTION, LTD.
a Texas limited partnership
By: U.S. Home LLC
a Delaware Limited liability company
eneral partner
By: J nnifer El r
Its: uthorized Agent
Date: 6 S/ I L/2 0 •z 5
ASSOCIATION:
Sendera Ranch Master Association, Inc., and
Sendera Ranch Single -Family Area
Association, Inc.
Texas nonprofit corporations
J" eff Davis
Y
Its: Board Member
Date:
Contract Compliance Manager:
By signing I acknowledge that I am the
person responsible
for the monitoring and administration of
this contract, including
ensuring all performance and reporting
requirements.
Kandice Merrick
Planning Manager
Date: 05/27/2025
OFFICIAL RECORD
CITY SECRETARY
FT. WORTH, TX
Page 3 of 7
STATE OF TEXAS §
COUNTY OF TARRANT §
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. &a6iA� S cL�eu�
o�Ppv aoo KATKEEN BRADFORD
a p Notary Public
STATE OF TEXAS
Notary I.D. 12197197
"FOF My Comm. Exp. Apr. 12,202,
LANDOWNER
STATE OF Texas
COUNTY OF Dallas
Notary Public, State of Texas
2.
N.
BEFORE ME, the undersigned authority, a Notary Public in and for the State of
Texas, on this day personally appeared Jennifer Eller. Authorized Aaent. 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
Lennar Homes of Texas Land and Construction, Ltd, a Texas limited partnership, and in
the capacity therein stated.
GIVEN UNDER MY HAND AND SEAL OF OFFICE this 1 b� day of
May , 2025__
sate of
Revised 03/01/2022 BN
Page 4 of 7
ASSOCIATIONS
STATE OF -Te.YAe, §
COUNTY OF 16ym41�- §
BEFORE ME, the undersigned authority, a Notary Public in and for the State of
-'kXA.S , on this day personally appearedbo(s ,�_ 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
lenjUL Ranch
ikw
G'q-1w, ,aTw, and in the capacity therein stated.
GIVEN UNDER MY HAND AND SEAL OF OFFICE this N day of Mph
s
JESSICA GREER WITT
Notary ID #131502346
My Commission Expires October 11, 2027
l�ub�
No ry Public, State of '('�K0.S
, 2oas.
Revised 03/01/2022 BN Page 5 of 7
EXHIBIT "A -I"
LEGAL DESCRIPTION
Revised 03/01/2022 BN Page 7 of 8
EXHIBIT "A-1"
4.120-ACRE STORM WATER FACILITY MAINTENANCE AGREEMENT
BEING 4.120 ACRES OF LAND SITUATED IN THE MATTHEW ASHTON SURVEY, ABSTRACT NO. 1, CITY OF
FORT WORTH, DENTON COUNTY, TEXAS, AND BEING A PORTION OF A TRACT OF LAND DESCRIBED TO
LENNAR HOMES OF TEXAS LAND AND CONSTRUCTION, LTD. BY DEED RECORDED IN COUNTY CLERK FILE
No. 2024-117771, 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 RIGHT-OF-WAY LINE OF MARIACHI ROAD (A 50-FOOT WIDE
RIGHT-OF-WAY), SAME BEING THE WESTERLY LINE OF MADERO PHASE 5, AN ADDITION TO THE CITY OF
FORT WORTH, DENTON COUNTY, TEXAS AS SHOWN BY PLAT RECORDED IN COUNTY CLERK FILE NO.
2024-403, PLAT RECORDS OF DENTON COUNTY, TEXAS, FROM WHICH A 5/8-INCH CAPPED IRON ROD
STAMPED "LJA SURVEYING" FOUND (HEREINAFTER REFERRED TO AS "CAPPED IRON ROD FOUND") FOR
THE SOUTHEAST CORNER OF LOT 1, BLOCK 54 OF SAID MADERO, PHASE 5 BEARS
NORTH 00°19'50" WEST, A DISTANCE OF 224.05 FEET;
THENCE SOUTH 00°19'50" EAST, WITH SAID WESTERLY LINE, A DISTANCE OF 480.15 FEET TO A CAPPED
IRON ROD FOUND FOR THE BEGINNING OF A CURVE TO THE LEFT HAVING A RADIUS OF 425.00 FEET
AND A CHORD THAT BEARS SOUTH 06°46'27" EAST, 95.39 FEET;
THENCE CONTINUING WITH SAID WESTERLY LINE AND WITH SAID CURVE TO THE LEFT, THROUGH A
CENTRAL ANGLE OF 12°53'13", AN ARC -DISTANCE OF 95.59 FEET TO A CAPPED IRON ROD FOUND AT
THE NORTHWEST INTERSECTION OF SAID MARIACHI ROAD AND BLAZIN BRONCO TRAIL (A 50-FOOT
WIDE RIGHT-OF-WAY);
THENCE WITH THE NORTH RIGHT-OF-WAY LINE OF SAID BLAZIN BRONCO TRAIL, THE FOLLOWING
COURSES AND DISTANCES:
SOUTH 26°26'05" WEST, A DISTANCE OF 15.25 FEET TO CAPPED IRON ROD FOUND FOR THE
BEGINNING OF A CURVE TO THE LEFT HAVING A RADIUS OF 425.00 FEET AND A CHORD THAT
BEARS SOUTH 61°37'27" WEST, 66.14 FEET;
WITH SAID CURVE TO THE LEFT, THROUGH A CENTRAL ANGLE OF 08°55'30", AN ARC -DISTANCE
OF 66.20 FEET TO A CAPPED IRON ROD FOUND;
SOUTH 57°09'42" WEST, A DISTANCE OF 117.40 FEET TO A CAPPED IRON ROD FOUND FOR THE
BEGINNING OF A CURVE TO THE RIGHT HAVING A RADIUS OF 390.00 FEET AND A CHORD THAT
BEARS SOUTH 73°21'03" WEST, 217.47 FEET;
WITH SAID CURVE TO THE RIGHT, THROUGH A CENTRAL ANGLE OF 32°22'42", AN ARC -DISTANCE
OF 220.39 FEET TO A CAPPED IRON ROD FOUND;
SOUTH 89°32'24" WEST, A DISTANCE OF 235.00 FEET;
THENCE OVER AND ACROSS SAID LENNAR HOMES OF TEXAS LAND AND CONSTRUCTION TRACT, THE
FOLLOWING COURSES AND DISTANCES:
NORTH 00°27'36" WEST, A DISTANCE OF 60.00 FEET;
NORTH 89°32'24" EAST, A DISTANCE OF 110.19 FEET;
NORTH 00°27'36" WEST, A DISTANCE OF 124.97 FEET;
Page 1 of 3
EXHIBIT "A-1"
4.120-ACRE STORM WATER FACILITY MAINTENANCE AGREEMENT
NORTH 89°32'43" EAST, A DISTANCE OF 330.61 FEET;
NORTH 00°26'49" WEST, A DISTANCE OF 494.09 FEET TO THE BEGINNING OF A CURVE TO THE
LEFT HAVING A RADIUS OF 100.00 FEET AND A CHORD THAT BEARS NORTH 09°05'00" WEST,
30.03 FEET;
WITH SAID CURVE TO THE LEFT, THROUGH A CENTRAL ANGLE OF 17°16'21", AN ARC -DISTANCE
OF 30.15 FEET TO THE BEGINNING OF A CURVE TO THE RIGHT HAVING A RADIUS OF 275.00 FEET
AND A CHORD THAT BEARS NORTH 09°01'30" WEST, 83.14 FEET;
WITH SAID CURVE TO THE RIGHT, THROUGH A CENTRAL ANGLE OF 17°23'20", AN ARC -DISTANCE
OF 83.46 FEET;
NORTH 00°19'50" WEST, A DISTANCE OF 221.53 FEET;
NORTH 89°40'10" EAST, A DISTANCE OF 55.00 FEET TO A POINT ON THE WEST LINE OF SAID LOT
1, BLOCK 54;
THENCE SOUTH 00°19'50" EAST, WITH THE WEST LINE OF SAID LOT 1, PASSING A CAPPED IRON ROD AT
45.00 FEET AND CONTINUING OVER AND ACROSS SAID LENNAR HOMES OF TEXAS LAND AND
CONSTRUCTION TRACT, A TOTAL DISTANCE IN ALL OF 221.53 FEET TO THE BEGINNING OF A CURVE TO
THE LEFT HAVING A RADIUS OF 220.00 FEET AND A CHORD THAT BEARS SOUTH 06°34'05" EAST, 47.81
FEET;
THENCE WITH SAID CURVE TO THE LEFT, THROUGH A CENTRAL ANGLE OF 12°28'30", AN ARC -DISTANCE
OF 47.90 FEET;
THENCE NORTH 89°40'10" EAST, CONTINUING OVER AND ACROSS SAID LENNAR HOMES OF TEXAS LAND
AND CONSTRUCTION TRACT, A DISTANCE OF 114.81 FEET TO THE POINT OF BEGINNING AND
CONTAINING A CALCULATED AREA OF 4.120 ACRES (179,456 SQ. FEET) OF LAND.
-C_
Aaron G`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 April 15, 2025)
April 7, 2025
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LENNAR HOMES OF TEXAS
LAND AND CONSTRUCTION, LTD
C.C.# 2024-117771
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217.47'
220.39'
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30.03'
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6 C5 17`23'20" 275.00' N09°01'30"W
83.14'
83.46'
LEGEND C6 12`28'30" 220.00' S06°34'05"E
47.81'
47.90'
5/8" CAPPED IRON ROD FOUND STAMPED
"LJA SURVEYING" UNLESS OTHERWISE NOTED
C.C.# COUNTY CLERK'S FILE NO.
P.R.D.C.T. PLAT RECORDS, DENTON COUNTY, TEXAS
200
0
R.P.R.D.C.T. REAL PROPERTY RECORDS, DENTON COUNTY, TEXAS
� HORIZONTAL DATUM:
THE BEARING BASIS IS GRID NORTH, TEXAS STATE PLANE COORDINATE SYSTEM, NORTH CENTRAL ZONE, NAD83
NCH
= 200 FT.
(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 1.00015063.
(REVISED
04/15/2025)
DATE: 04/07/2025 EXHIBIT "A-111
o PAGE 3 DRWN BY: S.A.T. 4.120-ACRE STORM WATER FACILITY
LJA Surveying, Inc.
a MAINTENANCE AGREEMENT
3017 West7th Street
Phone 817.288.1900
x CHKD BY: A. C. SITUATED IN THE
OF 3
Suite 300
z PROJ NO. 0112 MATTHEW ASHTON SURVEY, ABSTRACT NO.1
Fort Worth, Texas 76107
T.B.P.E.L.S. Firm No. 10194382
U CITY OF FORT WORTH, DENTON COUNTY, TEXAS
EXHIBIT `B-1"
DESIGN PLANS AND SPECIFICATIONS
Revised 03/01/2022 BN Page 8 of 8
NOTES:
1. THE DEVELOPER PERFORM WEEKLY SWPPP INSPECTIONS AND SHALL CONDUCT A RAIN EVENT
INSPECTION IF THEE CITY
Y OF FORT WORTH REQUIRES R.
2. PRIMARY OPERATOR TO LOCATE AND MAINTAIN EQUIPMENT STAGING AREA AND EOUIPMENT IAYDOWN AREA
3. PRIMARY OPERATOR IS RESPONSIBLE TO SUBMIT THE NOI, UPKEEP AND MAINTAIN THE CONSTRUCTION SITE
IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL REOUIREMENIS FOR EROSION AND SEDIMENT CONTROL
(TCEQ TXR150000)
4. PRIMARY OPERATOR SHALL IMMEDIATELY HYDROMULCH ALL DISTURBED AREAS AT THE COMPLNON OF ALL
GRADING ACTNUIES WITHIN THE 100 YEAR FLOODPIAIN.
5. IF ANY EARTH MATERIAL IS TRANSPORTED FROM THE CONSTRUCTION SITE THE CONTRACTOR RESPONSIBLE
FOR MHWAINING EROSION CONTROL SHALL PROVIDE STREET CLEANING ON PVBUC STREETS ON A DAILY
BASIS. FAR TI MATERIAL IS NOT PERMITTED TO ACCUMULATE ON ANY PUBUC STREETS. USE OF WASH
WATER TO WASH SEDIMENT FROM STREETS IS PROHIBITED.
6. CONSTRUCTION ENTRANCE TO BE DETERMINED BY OWNER.
7. ALL PARKLAND. RIGHT OF WAY (ROW) CORNER CUPS. AND TRAFFIC DMDERS WILL BE MAINTAINED AND
MOWED BY THE CONTRACTOR FOR HIGH GRASS AND WEEDS EVERY 14 DAYS.
B. ANY PARKLAND, RIGHT OF WAY (ROW). CORNER CLIPS. AND TRAFFIC DIMDNS THAT WERE DISTURBED
DURING CONSTRUCTION WILL BE PUT BACK IN THEIR ORIGINAL STATE OF BETTER.
9. IN THE EVENT, GRASS HAS BEEN DISTURBED ON PARKIJWD. IN THE RIGHT A WAY, CORNER CUPS. OR
TRAFFIC DIMOERS CONTRACTOR WILL RESTORE GRASS. GRASS WILL BE ESTABUSHED AT 100% BY THE
CONTRACTOR.
10. FOR PARKWND, 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 IS IN ACCORDANCE
WITH SECTION 33-1 AS IT REIATES TO RESTORATION OF THE ROW.
13. FINAL LOCATION OF ONSITE WASTE AND MATERIALS STORAGE TO BE DETERMINED IN THE FIELD.
RO ION CONTRO N RAI
EROSION CONTROL MEASURES MAY ONLY PLACED IN FRONT OF INLETS, IN CHANNELS. MAYS
OR BORROW DITCHES AT THE RISK OF CONTRACTOR. CONTRACTOR SHALL MR REMAIN LIABLE FOR ANY
DAMAGE CAUSED BY THE MEASURES, INCLUDINGFLOODING DAMAGE, WHICH MAY OCCUR DUE TO BLOCKED
DRAINAGE. AT THE CONCLUSION OF ANY PROJECT. ALLC ALL CHANNELS, BAAND BORROW DITCHES
IN THE WORK ZONE SHALL DREDGED OF ANY SEDIMENT GENERATEDED GTHE E BY THE PROJECT OR DEPOSITEDCO
AS A RESULT OF EROSION CONTROL MEASURES.
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NOTE: THE CONTRACTOR SHALL CONTACT THE FOLLOWING AT LEAST
.z—TEMEn 48 HOURS PRIOR TO EXCAVATING IN THIS AREA:
FORT WORTH WATER DEPARTMENT 1-817-871-8296
AT/AOS GAS 1-866-332-8667
L20 100 200 TXU ELECTRIC DELIVERY 1-800-242-9113
— CHARTER COMMUNICATIONS 1-817-509-6272
FORT WORTH TRANSPORTATION/PUBLIC WORKS 1-817-392-6100
FOR OTHER FACILITIES WWW.TEXAS811.ORG OR 1-800-545-6005
TOTAL DISTURBED:
14.62 ACRES
I'I 6 STONM\
SEDIMENT e I IFACILITYN
BARRIER-- 6 ] AUUNTENNAGREEMENTR
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IN�
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EXISTING
BUILT WIO TH
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-- INLET PROTECTION TO BE INSTALLED
WAMADERO PHASE 5. TO BE
_ MMAINTAINEDNTNTAINEWIT
H H MADERO PHASE 7---
YA� 130tj32 33 yY
1 2 3 4 6 6 1 7 8 9
Illl TENTATNE CONSTRUCTION
ENTRANCE LOCATION
(SEE NOTE /6)
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MATERIALS STORAGE WJ 1 JI
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SEDIMENT BARRIER TO BE •- - - - - - - - - - -
INSTALLED PRIOR TO ANY
IAND DISTURBANCE OR N
INITIAL GRADING
(SEE DETAIL SHE 30)
SEDIMENT BAITR EN TO ER FINAL BE ♦000000"009I♦
GRADING AND/OR AFTER 0
PAVEMENT CONSTRUCTION O
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GRADING LIMITS &
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BASIN
CPN 103479 a.
CITY PROJECT NO. 104925
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SANITARY SEWER DATE V
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SEPARATE
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I CITY OF FORT WORTH
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DENTON COUNTY, TEXAS
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400 -f h . -I Expressway Phone 4I9.62f0710
I'I Dallas, Texas 75206 FRN-F-IM
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10/17/3034 OF T/ 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
4. TEMPORARY OR PERMANENT SOIL STABILIZATION MUST BE APPLIED TO ALL DENUDED AREAS WHEN FINAL GRADE 15 REACHED ON ANY PORTION OF SITE. TEMPORARY SOIL STABILIZATION MUST BE
APPLIED TO DISTURBED AREAS LEFT DORMANT FOR 14 DAYS
5. IN THE EVENT THAT MEASURES BEING USED ARE DEEMED TO BE INEFFECTIVE BY CITY INSPECTORS, ADDITIONAL MEASURES OR CHANGES IN THE ORIGINAL PEAK MAY BE REQUIRED BY THE Cltt OF
FORT WORTH
5. 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
IMM EDATELY
7 SANITARY FACILITIES SHALL BE PROVIDED ON THE SITE AND REGULARLY SERVICED AS RECOMMENDED BY THE SUPPLIER TRASH & DEBRIS SHALL BE STORED IN COVERED BINS OR ENCLOSURES
8. CONSTRUCTION ENTRANCES/EXITS SHOULD BE LIMITED AND PROTECTION PROVIDED TO PREVENT TRACKING OF SOILS ONTO CITY STREETS.
9 REMOVE SILT SEDIMENTS FROM STREETS, CURBS, GUTTERS, FLUMES, HANDICAP ACCESS RAMPS, CURB INLELE, 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 CONROL 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
TEMPORARY
PLYWO D CAP
XCI'KE rvlvE J
CROSS-SECTION
CURB INLET PROTECTION
(STAGEONE)
1. ICANE
Ia cEEr GRADED reac
SECTION A
V a V
e 4W.
II=11—
`� ``✓+...., 50 MIN. (2�cs RocKj uVri
NI-
PLAN VIEW ROADWAY
LEON LEAVING snE F "TNO
ORADF TO
vA 7UN Q
K (ROADWAY
WOVEN FILTER
WRAFI 50%'LINER
PROFILE
CONSTRUCTION ENTRANCE
NO SCALE
ROCK CHECK DAM
NO SCALE
SEDIMENT TRAP OUTLET
Sa/L
1r �1
BOND) OUTLET r
N
CROSS-SECTION
EARTH CONTAINMENT BERM
SECTION
xa No SGA1E CC (MI
SEDIMENT TRAP BERM
BUD STAKES 0 5'_ NO SCALE
�6 w E G (10 GAUGE LINE WIRES MIN) J T/ 110µ1 2212 (OR EOUAL)
N' R 1/2 GAUGE INTERMEDIATE WIRES MIN) (//
1IR
NEN a rneclCc N a�xa- WMPACT xa
TR FL TRwcH
£N II fcreounD LINE N'(—II� Fa�9 c FLOW GROUND LINE
ILW W
�~ QI II �-.yllS
G sOoDvn4 i DR 3" Mery DIa
ryr S ELL
Les/FT M
0o TYPICAL TEMPORARY FILTER TYPICAL TEMPORARY FILTER
FABRIC WITH WIRE FABRIC FABRIC WITHOUT WIRE FABRIC
a�
;» HIGH FLOW LOW FLOW
SILT FENCE DETAIL SILT FENCE?ETAIL
NO SCALE d�((44��AL
aW
11�3�'ir,
FLOW CAPACITIES (IN FT 3) FOR THE FAIRCLOTH
SKIMMER®
SNimmers
1.5"
2"
2.8"
3"
4"
8"
6"
24h.—
1,728
3,283
6,234
9,774
20,109
32,832
51,840
2day
3,456
6,566
12A68
19,548
40, 18
55,664
IO3,6W
3day
5,184
9.849
18.702
29.322
60.327
9&496
155.520
4day
6.912
13,132
24,936
39.0%
80,436
131,328
207,360
5dey
8,640
16,415
31.170
48,870
100,545
164,1(S0
259,200
6 day
10.368
19,698
37.404
5B.644
120,654
196,992
311.040
7 day
1ZO%
2Z981
43.08
68.418
140,763
229,824
36Z880
INLET PROTECTION —DROP ('�y wy7T4.
awwTrayr I f� OCT�4 1�1�30
L1W�
INSTRUCTIONS TO OPERATOR:
OPERATOR SNALL
1. STORMLWATER PoLLUTION PREVENTION Pi (SWPPP), THE ASSOCIATED
2 POST SHE 11L11SWPPP AT OR NEAFNiN' GGNSTRUOCTION OEN EANN (Nol) PROVIDED IN
97,978
3 WRITE NAME AND DATE AT - LOWIDN WHERE EROSION CONTROL
195.956
DEVICE IS INSTALLED
293934
4. SHOW ON THESE FILMS LDCALGIN AND WRITE NINE E 11
S, EOUPMENTT STOWE
STORAGE LOCATIONS, VEHICLE WASHES, AND
391 y12
SPNRARYSfACILIiIES
469.890
RE TE OF HAS BEEN
DISTURSANCE SHALL BE PLACED IN THESE AREAS
567&%
6 SOLID FILL. WON A 11BEIGHTER, THOSE AREAS WHERE , N
585846
HAS CEASED AND PERMANENT VEGETATION 15 BEING ESTABLISHED.
7 DATE REMOVAL OF EROSION CONTROL DEVICES AND NOTE REASON FOR
REMOVAL N THE 5A_
B IR111 CT AND LATTO A
SEPARATED OPERATORE A NOTICE OF CHANGE SNALLANY LOTS TIT HAVE BEENT BENSFERRED MAILEE TO THE
TCEO, AND A COPY SHALL BARONGE PLACWHOSEED IN THE SWPPPN." ENGINEER.
REOUAPPEARS
ED RBT THE TEIAS STATE
BOARD OF REGIST-01 'OR PROFESSIONAL EIGINEERS PRIOR TO
eE
WuaTTO
PLAGE "SEE
REVISED PIUM' WITH SITE ON CURRENT PLAIN, AND BEGIN TO USE A
ArogE
CITYPROJECT NO. 104925
TFxsM�samWan
E
IFAD. 30114-0200431-104925-EO7685
-28015
Tm
AROW-3013
MAPSCO NO 5B-7
I °pE —U.— below.
!1 3ENCHMARKS. 13,I1 before y— DiU.
aL[LMI� WBINIOFTI ;ENCHMARK NO I.
T" 9iL'MT QDARE CUT WITH 'X' IN CENTER AT BACK OF CURB
la DN SOUTH SIDE OF SALINDA ROAD t 45' WEST OF
MAINSTAY WAY CENTERLINE ELEV 752 ESE
TOP MEWS Hrc T BENCHMARK NO 2
">QDARE CUT WITH 'X' IN CENTER AT BACK OF CURB
AvrrRE FLF14aE VORTH OF THE PCCR OF SERRANO RIDGE AT
COPPER RIDGE ROAD. ELEV 765.5C
LAW
7 1
anal¢q BE9 1
Wm7aa vvl: Wsr aTa0.
L " 1A z 116P1N
W.ATw rnnrc urWr ro Tn wr�ns� 1
/ I
I
END VIEW aaeucR` SIDE VIEW j
(NO SC/4E) SXYFIwcccvMc sva ^. I DATE REVISION BY
FAIRCLOTH SKIMMER' DISCHARGE SYSTEM WITH EMBANKMENT I I ISWM CONSTRUCTION
DETAILS
-"--- �-- ]Phase i
CITY OE FORT WORTH
DENTON COUNTY, TEXAS
�"0• LA
l 6060To etiR x'res PhO 49621 D710
"'s mom• 1 "" I SU1e400
T—B 752W FRN-F-1386
DESIGN. SVJCHEZ
LJA PROJECT N0
�C.E "'P.. _� •� I ORAWNSVJCHEZ NT600-0112
DATE JAN 2024
. SCALE
p"
9�. '
BTf\V CTtt OF FORT NOR1H.lEXAS R.E115EROS?S-I016 •Z'`N/A
C[NSJ VERTSHEET NO
rXC VkgRE WEIR CURB a
INLETPROTECTION 416713-0430 30
o1/sa/2 A OF 77 SHEETS
11
RDD MADERO-SENDERI RANCH BOULEVA
CPN 103]00
SD1 AAADR) -SENDERA
RANCH BOULEVARD
� CPN 103700
Irrll I 832 s � _
I Cft I� 9J St4 S
s
I I 3.7e ® az97
-------- a2 __I , 35 I
FIR
45• WATER & li./-- - STA $2$ 828.46
SANRARV SE ENT \ /�z9
EASEMENT 4
STq 75
r�(NSRiUMENT)'a�m 4 l y\ TA'4 5 627.18
1 Sia 37
$ y�
it
j u
RE VARIABLE WIDTH I I 0.1/ 4 y'
COM RCML SLOPE —ENT
C.C./202h25070 A 2>5 825.721 I� I
_R.P.R.D.C.T. STA 2$ 5
I DRAINAGE FACILITY
CPN 11OQ56 STA 200 aEASEN
I I (TO BE ABANDONED) L
I 'W TA Is a22
25' WATER AND SEWER
I I FACIIJTY EASEMENT
� I � C.C./2024-26992-S 'Co
-
-� w n I I I 14.J I I BryA STA. A 19'
82
1
r T T V �� NOTE: THE CONTRACTOR SHALL CONTACT THE FOLLOWING AT LEAST
�„z,� 48 HOURS PRIOR TO IXCAVATING IN THIS AREA:
IIWIIII O BGHAS 18 Y FORT
WORTH WATER DEPARTMENT 1-81]-392-44]]
CPN f04388 ATMOS GAS 1-800-711-9112 N
LJ III � 0 50 100 201
TXU ELECTRIC DELIVERY 1-800-]11 -9112
CHARTER COMMUNICATIONS 1-817-509-6272
FORT WORM TRANSPORTATION/PUBLIC WORKS 1-817-392-1234
FOR OTHER FACILITIES WWW.TEXASBII.ORG OR 1-B00-545-60O5 (0T'11
—��� -- N CO�L�� l�0
y-ram / NSTRUCTED
CPN ,0 700 / LEGEND Z
-1� -•_T `N I �•-- - - - - - - DRAINAGE DIVIDE Z
u 3B1 p PROPOSED STORM DRAIN SYSTEM M
1.]] 8 7 8 I5 ' 3 1.80 1 �1 2 3 205 6 /7 8 ICPN iO4 Ot I. p - EXISTING STORM DRAIN SYSTEM
9 _ SURFACE FLOW DIRECTION
3A 2 /03A ~ I�
r -� 3D DESIGNATION
ACREAGE DRAINAGE AREA N
4 33 32 A-M5 29 28 19 6 17 18 27 25 24 23 22 I 1 20 L 3A I1.SB } ' 3.D D=• 1A1 INLET NUMBER a
2 �I 1 12 O POINT DESIGN
_.L f 1
n n n r- --- - - 13 yn K
� � a n / , 14 p
--_--.a--ra- -- - B --- - -_ - 4 7 1 J I
CITY PROJECT N0.
OCHOA DRI 30114-020043,-, 1-104 D4925-EO]sa5
X-
X-2B015
2 W-3013
CAS WELL SITE l MAPSCO NO. 513-7
PHASMPDERO oB-M5 mmO1NA ACCESS ROAD t1 f 'In
E 5
CPN 1NB56 1 33 DgarvAGE 21-7
C 4
I� cm m W N CVS WELL EISIIII=NT j 10 I 1 Ni,—
PAD STI m I g I 3 3ENCHMARKS: Call before you dig.
/ 2X
CULVERT A 1 ;EIJARE CK WITH
1:
MADERO PHASE 5 D-MS �h`Y I 8 4 J OVARE CUT WffH 'X' IN CENTER AT BACK OF CURB
CPN /104856 14.]6 I ] I 5 \ y AAINS- WAY D CE-RUNE.
OF SAUNDA �� } uE1.EV J752.6E
PUBLIC PMK O STORCIwry ER \ I I I 6 L m 3E LARE CUT
NO 2:
/ FR -\ I iOVARE CUT E P 'X' IN CENTER AT BACK OF CURB
III ErvANCE
AGREEMErvT J 6 IORTH OF THE PCCR OF SERIYNO RIDGE AT
h 5A-MS "PER RIDGE ROAD. ELEV 765.5E
e� 5 I 2.04
- -
EXISTINGPOND BUILTWITH REVIEWED
MADEROPHASE S(CPN 1048561 __.__---- _ 9 By B.AVAV Atlh/AeNet 8:91
,00 YR WATER 5UR ACE I ----- aM�
ELEVATION
n7
e OURT � 11 3 I DATE IS BY
DRAINAGE AREA MAP
ERO u 5 \ �53-M5 II PMABE 10 I H ULTIMATE CONDITIONS
CPN IM56 CPN 104001 -
` 2.84
� Phase
NOTES: AREA]BJ16
SDS MAOERO P5 Phase /
1048
CPN 10485fi 1. THE EXISTENCE AND LOCATION OF ALL UNDERGROUND UTILITIESAPPROXIMATE.
SHOWN ON THE DRAWINGS
WERE OBTAINED FROM AVAILABLE RECORDS AND ARE APPROXIMATE. NEITHER THE OWNER. I Y•rxH,W
DEVELOPER NOR HE CONTRACTOR
ASSUMES ANY E REQUIRED
FOR Ah1Y ES PRIOR TO E
CONSTRUCTION. THE CONTRACTOR SHALL BE REQUIRED TO TAKE ANY PRECAUTIONARY am 041
MEASURES TO PROTECT ALL ONES SHOWN AND/OR ANY OTHER UNDERGROUND U1IUT.
ES CITY OF FORT WORTH
NOT Of RECORD OR NOT SHOWN ON THE PEWS. 1�
DRAINAGE DESIGN CRITERIA 2, CONTRACTOR — VERIFY HORRONTAL AND VERTICAL LOCATIONS OF ALL DUSTING AREA7B1 DENTON COUNTY, TEXAS
RATIONAL METHOD UTILITIES PRIOR TO CONSTRUCTION. c•ra.n
DESIGN FREQUENCY 3. IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES. 0.42 Ld/l 114Ino.
(A) CLOSED SYSTEM 5 YEAR 4. SEE APPROVED ORAINAGE STUD' OS-23-0135 FOR COMPLETE DOWNSTREAM ASSESSMENT. &.1. Cenual ExP.-Y Phone 469.6210710
(B) CLOSED SYSTEM 100 YEAR tk(V !1 Wy AI?I SI D.le <aD
,Tr)Pa 11A!Aa..A Oal as. Texas 7520fi FRN-F-1388
(C) OPEN CHANNEL 100 YEAR mAINAc Mu wxOAF a Aµ•I W SS /�1� (Nib&M1 .,•.A lxrtrmsxr wY r�ax�s xlwAacx IIESGN SWT05C0V WA PROJECT NO.:
0 - CIA >/• p8A . 7� 7vm jp s c sIe ggA Y WOO-0112
Q - FLOW F CUBIC CUFEET PER SECOND - CPS
C - RUNOFF C BIC E TS 11 a ! L 9 [AQJ DATE: JAN M24
A-5' RESIDENT& - 0.67 ° SCALE
I - INTENSITY IN INCHES PER HOUR >
FROM THE CITY OF FORT WORTH STORM DRAIN MANUAL lL� �I�l F`` IgRZ: 1• = 1W'
15 MIN 11W = >.9a` N1 5N Im 1 n f 4H
A -DRAINAGE ARE4 IN ACRES '��1 1118 fl l{1 Ow kt .I. BEi7EN 'sTRT: W1
n ROUGHNESS COEFFICIENT , °y U.o ;m 1U Ijn°°ms ;1aw1 L SHEET N0.
0.013 REINFORCED CONCRETE PIPE l {! �' �f {'/ _ (R pf ASV, ° I 4 iryyy��� W/IIIE ICE �u`i"
0.015 REINFORCED CONCRETE BOX yy00jiiiiP I9I Ill it W�l 516 �IE� llY Y/l 1Ct a sRRQl 0.A1S R2-34
0.019 STREETS AND GUTTERS RVAS• �l T1Rl;Q�pt II A. B. Ol LL1 lIl LI®0 I� qy yy ��
ai un IQO LID' mo \L� A} 10/17/3034 OF 77 SHEETS
R1:AIN
ALL PORTIONS OF PROPOSED RETAINING WALLS
NOTES.
1 TYPICAL PAD SIZES ARE 40' X ZS' UNLESS DIMENSIONED
DING FOUNDATIONS, FOOTINGS, ETC. SHALL NOT
OTHERWISE.
EXTEXTE ND INTO THE RIGHT-OF-WAY.
2 THE MAINTENANCE RETAINING WALLS SHALL BE THE
2. FINISH FLOOR ELEVATION (FFJ IS ASSUMED TO BE 0.80' ABOVE
FINISHED PAD (FP).
T TY RESPONSIBILITY HE PROPEROWNER ON WHICH
THE RETAINING WA TWALLD
3 RETAINING WALLS GREATER THAN 15" IN HEIGHT REAT RE
3. FF ELEVATION SHALL BE A MINIMUM OF 2' ABOVE THE ULTIMATE
1WI YEAR ELEVATION
SEPARATE BUILDING PERMITS. RETAINING WALLS GREATER
THAN 24' IN HEIGHT REQUIRE PLANS SIGNED AND
ED A LICENSED STATE OF TE%AS STRUCTURAL
4 FINISHED PAD MUST BE 0 3' ABOVE THE HIGHEST POINT ON
AD MUST B
TYPE LOTS
5 A MAXIMUM
UM DRIVEWAY SLOPE OF 12%
6 MAXIMUM GRADE BEAM EXPOSURE SHALL BE 18"
OR GEOTECECH NICAL ENGINEER
OR
O TO A MAXIMUM 1
Z DROP GARAGES ARE ALLOWED AC SIDE
6 ALL DRIVEWAYS ARE BE PINGED ON THE HIGH SIDE OF THE
LOT UNLESS OTHERWISE SHOWN.
9. ALL WORK SHALL BE PERFORMED ACCORDING TO GEOTECHNICAL
REPORT W231 D90 DATED, JUNE 16, 2023 PERFORMED BY
ALPHA TESTING
r1' EXCAVATION
1 CLIMIT
tv OE� �1. FINISHED PAD 1 -I1 FINISHED PAO
PAD
FINAL BWALE AS
0.5' SHOWN IO PLANS
T � EXCAVATION LIMIT
L'
EXCAVATION NOTES
A THE CONTRA DR IS TO BUILD PAD 1' OUTSIDE OF THE DESIGN PAD
B THE CONTRACTDR IS TO CUT SWALES 0 5' BELOW THE DESIGN SWALE
C THE CONTRACTDR IS TO 'DAYLIGHT" THE OVERCUT SWALES TO THE
PROPOSED TOP OF CURB
PAD & SWALE OVERBUILD DETAIL
NOT TO SCALE
LOT GRADING TYPE A
ALL DRAINAGE TO STREET
IJR
PAD
15.
4.1 MAX POD
4OF%
RE EAI NING
WALL ® If
sIDFYARD WAII DFTAII
w \ y
LOT GRADING TYPE B
DRAINAGE BOTH TO STREET & REAR LOT LINE
FFFppp��D ROW
T2% � BE
� 2Rp P
TYPICAL GRADING CROSS SECTION
NTS
LEGEND
71.3
SPOT ELEVATION N
71 3
EXISTING SPOT ELEVATION
FP
FINISHED PAD ELEVATION O
TC
TOP OF CURB 0
El
EDGE OF PAVEMENT O
EC
EXISPNG GROUND
z
FLOW ARROW
EXISTING STORM DRAIN SYSTEM O
Z
El
EXPOSED BEAM
m
VG
T
VALLEY GUTTER 0
PROPOSED GROUND ® TOP OF WALL
B
E
PROPOSED GROUND ® BOTTOM OF WALL
PROPOSED GROUND 0 END OF WALL r
PROPOSED STORM DRAIN SYSTEM W
PROPOSED RETAINING WALL
Q
1
)[
INDICATES SIDE OF LOT WHERE S
DRIVEWAY MUST BE LOCATED W
PROPOSED ROW I
NON -REINFORCED CONCRETE PAVEMENT O
W
Q
Cltt PROJECT
N0. 104925 �
FID. 30114-0200431-104925-EO7685
X-2B015
W-3013
MAPSCO NO 5B-7
Know wl�it's I3CIOW�
3ENCHMARKS. Callbeforeyod,y.
BENCHMARK NO 1'X' .
">QUARE CUT WITH IN CENTER AT BACK OF CURB
�- CN SOUTH SIDE OF SAUNDA ROAD t 45' WEST OF
AAINSTAY WAY CENTERLINE ELEV J52 6£
BENCHMARK NO 2
QDARE CUT WITH 'X' IN CENTER AT BACK OF CURB
NORTH OF THE PCCR OF SERRANO RIDGE AT
- COPPER RIDGE ROAD. ELEV 765.5C
DATE
GRADING PLAN
34 8
x MFFE=136 B Madero
]Phase i
I. MFFE=836 0
IF MADERO CITY OF FORT WORTH
PHASE
CPN 04856
5 DENTON COUNTY, TEXAS
1
W-2953
MFFE=832.2 -- 1Z �. p
6-0-6-01 presswry J Pho 469621 D710
Sul 400
Dallas, Taxes T520G FRN-F-1366
"' II DESIGN. SA DSCGY LJA PROJECT N0
\\ ! DRAWN' S4NCHEZ NT600-0112
DATE 14N 2024
SCALE
DANIEL J_ fiETTEN VERP N/A
��'pxALS� SHEET N47
p1/2. 2 OF 77 SHEETS
no
GEDTEfI,I£ J �~
RCCK PER RY� Y•� - — '�!_._�I .�
NO 'x L ^ •• _r� _ _•••�••
BYJDE�
ExamxFNr uwxi ¢R' RM nEWrrn 93 OS imD407
�Q'... ........ .. m�.:I if
::::[I Z.
TEOPL NOTE TO DE9CN ENONEER: Q f
THE HOLES SH I •, J[
BE INCLUDE FOR HELP DAl0E0 IN THE HEADWALL DEE SIGG N. (rt( ',• y :•.n
oEoona 'P ♦••I � I mlwamro
senor m.v 1. �n.x o°Pf:. ' .aLo
o (P7
eANs Er[N)
EMBED T STORM SEWER
- Trol :__a 3305104)403
I STANDARD ETET I OFFR2NN INLET 334920
I
-""- till
BI
Bxa r (M
ewa N (M)
uue: G (0)
uu¢ N (M)
STANDA D STORMHEET 2ODRAIN INLET
CITY PROJECT NO. 104925
FID. 30114-0200431-104925-EO7685
�YH1>•.11r.�
" ";,,ts I)CIOW�
3ENCHMARKS. Callecf.,.yo d,y.
3ENCHMARK NO 1.
">ODARE CUT WITH 'X' IN CENTER AT BACK OF CURB
9N SOUTH SIDE OF SALINDA ROAD t 45' WEST OF
AAINSTAY WAY CENTERLINE ELEV J52 6£
3ENCHMARK NO 2
">ODARE CUT WITH 'X' IN CENTER AT BACK OF CURB
IORIN OF THE POOR OF SERRANO RIDGE AT
COPPER RIDGE ROAD. ELEV 765.5C
STORM DRAIN DETAILS
Madero
]Phase i
CITY OF FORT WORTH
DENTON COUNTY, TEXAS
InoLA
60601 o era xpresavry
S-400
PM1ore 496210710
Dallas, Taxes 752W
DESIGN. WA
FRN-F-1366
LJA PROJECT NO
DRAWNLIA
�♦p
i!'Va
NT600-0112
DATE , 2024
SCALE
HORS N/A
.... ...
DANIEL J BEnEN
VERP N/A
ITEEET ND
of/sa/2 a
OF 77 JSHEETS
I
sswmrwti"xuEZ rto wacx.oe
DETAIL B
33 05 10-D403 EMBEDMENT FOR STORM
SEWER CONCRETE BOX ALL SIZES
Qn6amW2A w �_
I. CTIYOFFORFYARIX,TFYAB
STANDARD 4'SOUARE 39
JUNCTION BOX 34910-D40
RAP
Al1ON I
GRADIATION
GRADIRI
12THICKNESS
8"THICKNESS
0E RIPRAPOF
SQUARE MESH PASSING
RIPRAP
SQUARE MESH
PERCENT
PASSINGI
11 INCH 1.
131NCH I.—
B INCH 45-IS
101NCH
BINCH
B INCH
100
70.100
60-76
.INCH . S
3INCH
30.00
INCH 10ao
1-121NON .
1—INCH 0.16
BEDDING
BEDDING
RADIATION
'RADIATION I
THICKNESS
6 ORIPRAP
IIEVE III PERCENT
6CIPRAPKN S I
0FR
P11111T
SQUARE MESH
INCH
PASSNG I
100
SQUAREMSX
S INCH
PASSINGI
100
1.1* INCH
39 INCH
-100
—
31NON
1-1I21NCX
66.100
40460
315INCH
N0.4
5a0
OAO
3N INC.
N0.4
26-00
0.12
GRADIATIONS
36OFRPRAPS
I GRADUATIONS I
I 3pOF RPRAPTHIC SS I
SIEVE SIZE PERCENT
SQUARE MESH PASSING
041NCR 10C
3fi INCX 65-100
301NCH 60a0
181NCH —S
SIEVE SIZE PERCENT
SOUAREMESH PASSING
31 INCH 100
301NCH fib-100
MIN CH - I
181NCH 2550
121NCH 10-25
.INCH 0.10
121NCH 10-26
.INCH 0.10
GRADIATIONS
I GRADIATIONS I
" THICKNESS
OF
IIEVE - PERCENT
SQUARE MESH PASSING
' NOR 100
-THICKNESS
I0F RIPRAPI
PERCENT
150U'AREMSH PASSING
21 INCH 100
L INCX fi5-100
i01NCH 05-T1
121NOR 25-50
0 INCH 10-30
S INCH 0.16
101NCX fib-100
121NCH ]6-66
81NCH i5J0
61NCH 5-25
41NCH 045
DETAIL A
33 05 10—D402 EMBEDMENT FOR RCP
STORM SEWER ALL SIZES
Cltt PROJECT NO. 104925
FID. 30114-0200431-104925—EO7605
Know wl�nt's IIOIOW-
3ENCHMARKS. Call Ucfore you h'u.
3ENCHMARK NO 1.
">ODARE CUT WITH 'X' IN CENTER AT BACK OF CURB
DN SOUTH SIDE OF SALINDA ROAD t 45' WEST OF
MAINSTAY WAY CENTERLINE ELEV ]52 6£
3ENCHMARK NO 2
SO ARE CUT WITH 'X' IN CENTER AT BACK OF CURB
VORTH OF THE POOR OF SERRANO RIDGE AT
COPPER RIDGE ROAD. ELEV 765.5C
STORM DRAIN DETAILS
Madero
]Phase i
CITY OF FORT WORTH
DENTON COUNTY, TEXAS
fioso: o ",6ra oreNW.ar
S01N400
Ph— 49621 o]to
Dallas, Taxes 75206
DESIGN. LN
FRN-F-1386
LA PROJECT NO
DRAWN' LN
�♦p i
NT600-1112
DATE .NN 1.
SCALE
LOU N/A
ANIEL .. ... ._
VERP N/A
3\,y.�}E�`7S�p •
`fro\,i/sa/Ia
SHEETN
OF )T VSHEETS
RAJ NCDOP9 BO ARE ` 33 40 10-0410
�` r-
1 I �
.A
ILI G v Y mmwOelx vAS I[ I REVI®W8 —
CONCRETE PIPE COLLAR 33 41 10-0416
a
6�
L�
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"4 MANHOLE STEPS 334910-0414
I
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1 fi 1 1
Lid 1111
MVOICAL MANHOLE I:YIY49
L�"•L•!■I��/9'�J PIPEPENETRATION 1334910-0495
PIPE PENETRATION
CITY PROJECT NO. 104925
FID. 30114-0200431-104925-EO7685
�YH•l. •1T.�
" ";,,tsbel-7—
3ENCHMARKS. CaIlDef.,.y—d,y.
3ENCHMARK NO 1.
">ODARE CUT WITH 'X' IN CENTER AT BACK OF CURB
9N SOUTH SIDE OF SALINDA ROAD t 45' WEST OF
AAINSTAY WAY CENTERLINE ELEV J52 66
3ENCHMARK NO 2
">ODARE CUT WITH 'X' IN CENTER AT BACK OF CURB
JORTH OF THE POOR OF SERRANO RIDGE AT
COPPER RIDGE ROAD. ELEV 765.5C
STORM DRAIN DETAILS
Madero
]Phase i
CITY OF FORT WORTH
DENTON COUNTY, TEXAS
InoLA
fioso: o ",a�r�a oreaaw,ay
S-400
Ph— 49621 onto
Dallas, Taxes T5206
DESIGN. LW
FRN-F-1366
LJA PROJECT N0
DRAWN' LN
�♦p
i!'Va
NT600-0112
DATE - 1.
SCALE
HOR2 N/A
J BEnEN
VERP N/A
9OANIEL
5 /y�`}E�7S�•-•
"fro\,i/sa/2
SHEET N67
a
OF 77 SHEETS
—.,tom �saww.o. FAH
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RIPRAP PER PLAN I. RIPRAP PER PLAN I
r A A A
6" WALLS � ' v � 6" WALLS — 1
=====______------------____— 1
0
_______________ II 3
L '�-
REINFORCING SHALL BE NO 3 BARS
ON 18" CENTERS EACH WAY CONCRETE SHALL HAVE A
MINIMUM COMPRESSIVE
STRENGTH OF 3000 PSI
,• SCOP AT 28 DAYS
VARIES - 1' MIN 6 f PFR p(qN 6 1' TOE WALL
RCP STORM DRAIN
SECTION A —A
RCP SLOPED END HEADWALL
NOT TO SCALE
L Ji,
REINFORCING SHALL BE NO 3 BARS
ON 18- CENTERS EACH WAY CONCRETE SHALL HAVE A
MINIMUM COMPRESSIVE
STRENGTH OF 3000 PSI
1 SI OP AT 28 DAYS
VARIES - 1• MIN 6' f PfR PCgN TOE WALL
RCB STORM DRAIN
SECTION A —A
RCB SLOPED END HEADWALL
NOT TO SCALE
CITY PROJECT NO 104925
FID. 3D„4-0200431-104925-EO7685
X-28015
W-3013
MAPSCO NO 5B-7
12 ma
WiowwHnt'sbelow.
3ENCHMARKS C,111,0—yonaig.
BENCHMARK NO 1-
50UARE CUT WITH 'X' IN CENTER AT BACK OF CURB
SOUARE CUT WITH 'XIN CENTER AT BACK OF CURB
V RTH OF THE PCCR OF SERRANO RIDGE AT
�OPPER RIDGE ROAD ELEV 765 5(
I
I
I
I
I
DATE REVISION By
STORM DRAIN DETAILS
Madero
Phase i
CITY OF FORT WORTH
DENTON COUNTY, TEXAS LJA limill MIt1B, Y10. m
6060 N0N11 C.-IE pre PNone 4596210710
SN.400
DBIIBs.Texee 75206 FRN-F-1386
CESIGN. LIA WA PROJECT NO
ORAww I.w NT601-1112
WTE JAN 2024
SCALE
Po' N/A
hC-
y'°oA�N.... J...... WR A
'yti[�NpSJ SHCEETON0
o1/sajs 4 OF „USHEETS
N
O
BOX DATA
SECTION DIMENSIONS Fill N I REINFORCING t lntifrl Q T,l 3 5 M _ Tz
g x IT rs Is Me500} INfni As, S2I Aw A. A. he Asa A. c(TTon.)it
Istl Isy tint Ifni /tn1 (,E0 Onf�/-
4 2 7.5 6 5 <2 - 0.18 0.2 0.15 0.12 0.18 0.18 0.18 0.14 4.5
1 4 2 5 5 S 2<3 3B O.IB 0.19 O.IT 0.12 - - - - .1.6 4 0 Min
,4 2 5 5 5. 3-5. 38 0.13 0.13 0.13 0.12 - - - - 3.6 rOdi u.ITTp1 1,i Yos
4 2 5 5 5 IO 3B 0.12 0.12 0.1210.I - - - 3.6 Ag1 �" M� fw' Ig55"
Z- a.'=ITTp1
1 4 2 5 5 5 I5 38 0.f4 0.16 0.1610.I2I - - - - 3.6 yrASzt}opl 4• Min
I 4 2 5 SI S 20 3B10.I8 O. PD O. Yt 0. I21 - - I 3.6 AS]IIIa}}) Tor Tg 28"
A.C.I B)
1 4 2 S S I S YS 1 !B 1 0. 23 1 0. 25 1 0. ES D. I2 1 - 1 3.6 s I 1-
1 4 2 S 51 S 90 1 SB10.2810.3010.M 0.12 - - - - 1 !.8 �,JI'- ITS OMinimum IenOaM1 la e0uol p ITy01
I I I I I I I I ' rp) .omilp or Imaitadindl AS4 T.
4 3 zs c s <z - o.IB a31 a1B �M'210.'e o.1e 0.1e o.14 s.o TF reinfaGi� pz•• ITyp1
4 3 S S 5 2ei 38 0.15 0. 23 0.20 0. 12 - - 4.1
4 3 S S S 3.5 38 0.I2 O. I6 0. I6 0.I2 4.1 A
3 S S S IO ]8 0.I2 0.I4 O.I4 0.I2 - - - - 4.1 --'-
1 4 3 S 51 S I5 1 31110.12190810.1810.121 - 1- 1- - 1 4.1
1 4 3 5 5 5 20 1
I1I I I 0- 0.23 00..2249 . - - - - 4
Lon ni
OI.9 4.1 lTouedti npa
J4 3 5 55 5 38.1 012
4 3s5so
1 Iaelo.r lo.nlo.slo.Izl 4.1
I CORNER OPTION 'A' CORNER OPTION "B"
4 4 1.5 8 S 12 - 0.IB 0.0 0.M O.IY 0.1B D, 18 0,18 0.14 S.S
T s s s 7
<3 se afz azB az3 o.IY - - - - 4.8 FILL HEIGHT 2 FT AND GREATER
4 4 S 5 5 3-5 3B 0. I2 0.18 O.IB 0. I2 - �4,4 4 S 8 5 IO 3B 0.12 0.15 0.15 0. 12 - 5 5 5 38O.I2 0.4 4 5 51 6 20 I 38 10.12 10.25I 0.2510.12I - - - -
1 4 4 5 51 5 25 1 3B 10.I410.31 10.31 0. I21 - 1 - 1 - 1 4.fi 4 -A Min STypf
4 5 S S 30 3110.17 0.3T 0.370.I2 - - - - 4.6 6" Mln 2' Mae tryN
Ewalt final
i
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I I I I I I I Avtbott, eirande,-, I.I Asz ttapl
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I I I I I I I I I I m fmnle end.
I I I I I I I I I I I
---I--I-�--- SECTION A -A
I I I I I I I I trOP AND BOTTOM SLAB
I I I I I I JOINT REINFORCEMENT)
I I I I I I I I I I
I I I I I I I I
I I I I I I I I I I
I I I I I I I I I I
I I I I I I I I I I
I I I I I I I I I I
I I I I I I I I I I
I I I I I I I I I I
I I I I I I I I I I
I I I I I I I I I I
I I I I I I I I I I
I I I I I I I I I
I I I I I I I I I
Q car Box L.a^Dih • B•-0"
Q A51 Ihn1 4g4,A5a aM Ass inI-
required ae06 M reiMorcmlent per
A55 I , Tit nfall of Door I ih- a,f and
per I neor reinforcmmn+
soot oT Doe rldIN
IT, I S Ts
1 f d Min
adivatTyp) -�"' 1� ilox
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4•' Min
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1-
Ts ypl
2" Mae
rya "
tTyp) -'
I
1 Iona.tuainal borl 1a-
apace ph- 2' Min
CORNER OPTION 'A' CORNER OPTION 'B'
FILL HEIGHT LESS THAN 2 FT
GENERAL NOTES.
Design. Mole. eanfar+I to ASTM C1S77.
Mi, to ASTM C1517 for information or
0arai la nor 0--
AI I axxxere Mall he Clas. '11" Caro,-
i1h pr a nTni- oonesaha atrwQm
of 5, 000 psi.
See SCP-MD ztdndord Meet or mr- Ion-
aeralle and n.- -1 -
In I ieu of furnish ina iM dos iyuS Moen on
this &neat, ♦ha -1-rmy flrnfan m
01ter11Dfe Des;W. that IS e1]IDI to or excem
oe de the bsio. for the dBaian 9III fgfOht in
the table. Shoo Plona for alrerLgte desipre
.loll be .ubni tied in dar40a1ae efrh Itee
'Precast Canorate Structural MI,--
IFMricarion •.
HL93 LOADING
�A>lBeaeTa.'a�Mparsa� I �
SINGLE BOX CULVERTS
PRECAST
4'-0' SPAN
SCP-4
ssga4lal m6'u ¢W w1MLln ¢� by
®hWE fe6rv21m wv
CITY PROJECT NO 104925
FID. 3D114-0200431-W4925-EO7685
X-28D15
MAPSCO
MAPSCO NO 5B-7 `
J
w,awwh.,rs below.
3ENCHMARKS C,111,0-yaadig.
3ENCHMARK NO 1-
50VARE CUT WITH 'X' IN CENTER AT BACK OF CURB
5OUARE CUT WITH 'XIN CENTER AT BACK OF CURB
JORTH OF THE POOR OF SERRANO RIDGE AT
�OPPER RIDGE ROAD ELEV 765 SC
1
i
I
I
I
DATE REVISION BV
STORM DRAIN DETAILS
Madero
Phase i
CITY OF FORT WORTH
DENTON COUNTY, TEXAS
LJA IRA IMN141M6 Yle. m
6060 Nodn Camrel EN,- Ph 4596210710
S_...
D,11,,,T,,, ]5206 FRN-F-1386
DESIGN LJA WA PROJECT NO
ORAww LJn NT600-0112
DATE JAN 2024
SCALE
... .- PERT- N/A
yD....... J. DETTEN
�oA /''CEryS'.. •f SHEET NO
"fyo.4\T a\� OF 77 SHEETS
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 I 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
Rev. 11 /17/2016
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
REPAIRS REPAIRS
DATE REQUIRED MADE NOTES
STORMWATER FACILITY MAINTENANCE AGREEMENT
Rev. 11 /17/2016
Condition of
filtration system
Berm or
Embankment
Settlement
Location of erosion
Evidence of
Animals
Evidence of Aquatic
life
Condition of
Aeration
Foundation
STORMWATER FACILITY MAINTENANCE AGREEMENT
Rev. 11 /17/2016
PREVIOUS SWFMA
Denton County
Juli Luke
County Clerk
Instrument Number: 29702
ERecordings-RP
AGREEMENT
Recorded On: March 22, 2024 10:31 AM
Number of Pages: 36
" Examined and Charged as Follows: "
Total Recording: $165.00
*********** THIS PAGE IS PART OF THE INSTRUMENT ***********
Any provision herein which restricts the Sale, Rental or use of the described REAL PROPERTY
because of color or race is invalid and unenforceable under federal law.
File Information:
Document Number: 29702
Receipt Number: 20240322000223
Recorded Date/Time: March 22, 2024 10:31 AM
User: Patty M
Station: Station 5
STATE OF TEXAS
G�uA'T! COUNTY OF DENTON
f j I hereby certify that this Instrument was FILED In the File Number sequence on the dateltime
printed hereon, and was duly RECORDED in the Official Records of Denton County, Texas.
G Juli Luke
846 County Clerk
Denton County, TX
Record and Return To:
Corporation Service Company