HomeMy WebLinkAboutContract 63231Date Received: 5/7/2025
Time Received: 8.21 a. m
Permit No.: SWFMA-24-0126
City Secretary No.: 63231
STORMWATER FACILITY
MAINTENANCE AGREEMENT
THIS AGREEMENT, made and entered into this 7th day of May
2025, by and between Cross Development SA Crowlev, LLC, a Texas limited liability
company, hereinafter referred to as "Landowners", and the City of Fort Worth, hereinafter
referred to as "City".
WITNESSETH
WHEREAS, the Landowners are the owners of certain real property described as a
tract of land situated in the John Steele Survey, Abstract No. 1381, Tarrant County, Texas
according to the deed recorded in Document No. D225000245, Deed Records, Tarrant
County, Texas, hereinafter called the "Property";
WHEREAS, the Landowners are proceeding to build on and develop the Property
according to the Site Plan/Subdivision Plan known as Sun Auto hereinafter called the
"Plan", which is expressly made a part hereof, as approved or to be approved by the City
and the Landowner provides for management of storm water within the confines of the
Property; and;
WHEREAS, the City and the Landowners, and their successors and assigns, agree
that the health, safety and welfare of the residents of the City of Fort Worth, Texas require
that on -site Stormwater Management Facilities be constructed and maintained on a portion
of the Property; and
WHEREAS, the City requires that on -site Stormwater Management Facilities
("Facility") as shown on the Plan be constructed and adequately maintained by the
Landowner, its successors and assigns, the location and dimensions of which is shown and
OFFICIAL RECORD
STORMWATER FACILITY MAINTENANCE AGREEMENT CITY SECRETARY
Rev. 03/01/2022 BN FT. WORTH, TX
more particularly described by metes and bounds in the attached Exhibit "A" ("Facility
Property"); and
NOW, THEREFORE, in consideration of the foregoing premises, the mutual
covenants contained herein, and the following terms and conditions, the parties hereto
agree as follows:
1. The Landowners, their successors and assigns, shall adequately construct and
maintain the on -site Stormwater Management Facility ("Facility") at no
expense to the City of Fort Worth in accordance with the design specifications
for the Facility, attached as Exhibit `B", and the current standards then in force
and effect in the City of Fort Worth and with the Operations and Maintenance
Plan attached to this Agreement as Exhibit "C". The Stormwater Facility
includes all pipes, channels or other conveyances built to convey Stormwater
to the facility, as well as all structures, improvements, and vegetation provided
to control the quantity and quality of the Stormwater. Adequate maintenance is
herein defined as good working condition so that these facilities are performing
their design functions. The Stormwater Structural Control Maintenance
Checklists, attached to this Agreement as Exhibit "D", are to be used to
establish what good working condition is acceptable to the City.
2. The Landowners, their successors and assigns, shall inspect the Facility and
submit an inspection report to the City annually. The purpose of the inspection
is to ensure safe and proper functioning of the Facility. The inspection shall
cover the entire Facility, berms, outlet structure, pond areas, access roads, etc.
Components of the Facility, which need maintenance or replacement to
perform their design function, shall be noted in the inspection report along with
the corrective actions to be taken.
3. The Landowners, their successors and assigns, hereby grant permission to the
City, its authorized agents and employees, to enter upon the Property and to
inspect the Facility Property whenever the City deems necessary. The purpose
of inspection is to follow-up on reported deficiencies and/or to respond to
STORMWATER FACILITY MAINTENANCE AGREEMENT 2
Rev. 03/01/2022 BN
citizen complaints. The City shall provide the Landowners, their successors
and assigns, copies of the inspection findings and a directive to commence with
the repairs if necessary.
4. In the event the Landowners, their successors and assigns, fail to maintain the
Facility in good working condition as specified herein, the City, its authorized
agents and employees, may enter upon the Facility Property and take whatever
steps necessary to correct deficiencies identified in the inspection report and to
charge the costs of such repairs to the Landowners, their successors and
assigns. It is expressly understood and agreed that the City is under no
obligation to routinely maintain or repair said Facility, and in no event
shall this Agreement be construed to impose any such obligation on the
City, such obligation is Landowners.
5. The Landowners, their successors and assigns, will perform the work necessary
to keep the Facility in good working order as appropriate. In the event the City
pursuant to this Agreement, performs work of any nature, or expends any funds
in performance of said work for labor, use of equipment, supplies, materials,
and the like, the Landowner, its successors and assigns, shall reimburse the
City upon demand, within thirty (30) days of receipt thereof for all actual costs
incurred by the City hereunder. In the event that Landowner or its successors
or assigns fail to pay the City for the costs incurred under this section, the City
shall impress a lien for the costs of such work upon other lots owned by the
Landowner. Such lien shall be perfected by filing in the office of the County
Clerk of Tarrant County, Texas an affidavit identifying the property to be
charged with such lien, stating the amount thereof, and making reference to
this Agreement.
6. This Agreement imposes no liability of any kind whatsoever on the City. THE
LANDOWNERS AGREE TO HOLD THE CITY HARMLESS FROM
ANY LIABILITY IN THE EVENT THE FACILITY FAILS TO
OPERATE PROPERLY. LANDOWNERS COVENANT AND AGREE
AND DOES HEREBY INDEMNIFY, HOLD HARMLESS AND DEFEND
THE CITY OF FORT WORTH, ITS AGENTS, SERVANTS AND
STORMWATER FACILITY MAINTENANCE AGREEMENT 3
Rev. 03/01/2022 BN
EMPLOYEES FROM AND AGAINST ALL COSTS, EXPENSES,
LOSSES, DAMAGES, CLAIMS OR CAUSES OF ACTION
WHATSOEVER ARISING, OR WHICH MIGHT ARISE, FROM THE
FAILURE OF LANDOWNERS OR ANY FUTURE OWNERS OF THE
ABOVE FACILITY PROPERTY TO MAINTAIN THE FACILITY,
INCLUDING, BUT NOT LIMITED TO THE BED AND BANKS OF
THE DETENTION POND; ANY DAMAGES CAUSED TO PERSON OR
PROPERTY DUE TO (1) FLOODING OF THE POND AND ITS
BANKS, (2) SLOPE FAILURE OF THE BANKS OF THE POND, OR (3)
FAILURE OF THE POND OR ITS BANKS TO OPERATE IN A
MANNER CONSISTENT WITH CITY OF FORT WORTH CRITERIA
TO PERFORM ANY OTHER DUTIES OR OBLIGATIONS
HEREUNDER.
7. Landowners covenant and agree that no habitable building shall be erected
within the boundaries of the Property in which the Facility is located as
outlined on Exhibit "A" but this paragraph shall not preclude construction of
other improvements within the boundaries of the Property in which the Facility
is located, which do not impede drainage. Landowners covenant and agree that
no habitable building shall be erected on the above property abutting such
boundaries of the Property in which is Facility is located, which shall have a
finished floor at an elevation less than two feet above the maximum depth of
water in the detention pond which would occur during a 100-year frequency
flood.
8. This Agreement shall be recorded among the land records of Tarrant County,
Texas, shall constitute a covenant running with the land, and shall be binding
on the Landowner, its administrators, executors, assigns, heirs and any other
successors in interests, including any property owner's association.
STORMWATER FACILITY MAINTENANCE AGREEMENT 4
Rev. 03/01/2022 BN
Executed this 6th day of May
CITY OF FORT WORTH
Jesica McEachern
Assistant City Manager
City of Fort Worth
Date: 05/06/2025
Approved as to Form and Legality:
AlWhew
Matthew Murray (Apr 30, 2025 12:2HDT)
By: Matthew Murray
Senior City Assistant Attorney
City Attorney's Office
Date: 04/30/2025
p dpUOpQ
cF FORT �aa
ATTEST:0 pd
aaQ tEXA5o4.�
nbaaao44
Jannette S. Goodall
City Secretary
2025.
LANDOWNER
Cross Development SA Crowley, LLC
a Texas limited liability company
By: Cross Heritage Partners, LLC
a Texa - imited,46 ility c mpan,
jt
anag`�
ame: Steve Rumsey
Its-44an ing Member
i
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.
k4nd4% B MHY-6Gl
Kandice Merrick (Apr 30, 202512:48 CDT)
Kandice Merrick
Planning Manager
Date: 04/30/2025
OFFICIAL RECORD
CITY SECRETARY
FT. WORTH, TX
STORMWATER FACILITY MAINTENANCE AGREEMENT 5
Rev. 03/01/2022 BN
STATE OF TEXAS §
COUNTY OF TARRANT §
This instrument was acknowledged before me on May 6th, 2025 by
Jesica McEachern, Assistant City Manager of the City of Fort Worth, on behalf of the City
of' -_a
o�PRYP�e/ KATHLEEN BRADFORD
2 Notary Public
* + STATE OF TEXAS
Notary I.D. 12197197 Notary Public, State of Texas
My Comm. Exp. Apr. 12, 2027 '
STATE OF V/C-S §
COUNTY OF �o,� �n §
BEFORE ME, the undersigned authority, a Notary Public in and for the State of
i-e on this day personally appeared
(name), (title), known to me to be the
person whose name is subscribed to the foregoing instrument, and acknowledged to me
that he/she executed the same for the purposes and consideration therein expressed, as the m
act and deed of t _j-USS Cat OU- (entity), a
'A"z C- (entity type) and in the capacity therein
stated.
GIVEN UNDER MY HAND AND SEAL OF OFFICE this day
of C-'t20 �)57 t9&81
Notary Public, State of
`fit\RY a���q CODiE L. COUNTS
1 d
z r n= Notary Public, State of Texas
i'OF •�'vim Comm. Ex irCS07-17-2026STORMWATERFACILITYMAINTENANCEAGREEMENT 6
Rev. 03/01/2022 BN Notary ID 126670306
EXHIBIT "A"
LEGAL DESCRIPTION
STORMWATER FACILITY MAINTENANCE AGREEMENT
Rev. 03/01/2022 BN
0 40 80 120
SCALE 1"=40'
West Rendon Crowley Road
REGISTERED PROFESSIONAL SURVEYORS
[6ERIBERT S.
LAND SURVEYORS LP.
EASLEY
. LAND • TOPOGRAPHIC
-CONSTRUCTION SURVEYING
FIRM NO. 10094900
METRO 817-429-0194
P. 0. BOX 8873
FAX 817-446-5488
FORT WORTH, TEXAS 76124
hsbeasley®msn.com
5/8"irf
"TNP"
Point of
(CM)
Beginning
3
W 1/2"irs
3 •�
S 89.09*21" E
U) °
S 89'46'15" E
45.35'
��
0-
19.90' 3
ry�
ro
0
0
Z OWN
v1
4
h
r
2
U
N 81.05'04" yy E 68.5 ,
0
00
ti� "�� Qi
C:
55.10'
= w o
`V
�nj�
N
�31335„ W
ni
6 9•?0'
N
Remainder
Parcel Nine
Z —! Elizabeth Ann Potter
a00o
Proposed
V. 5475, P. 175
N D.R.T.C.T.
City of CrowleyI
Lot 1
m
w �: 3
V. 14639, P. 329
L
W
D.R.T.C.T.
Block 1
LO
7�
MM
1
00N
3
N�
0 �
DO
LO
Z N
Z
1
N 89.38'16" W Proposed
0
11.66'
N
Remainder
Lot 2
Parcel Nine
Block 1
Elizabeth Ann Potter
V. 5475, P. 175
1 /2"cirf
D.R.T.C.T.
to
— —,
"9006"
Cross Development SA Crowley, LLC
5/8"irf
Inst.. No. D225000245
"TNP"
Z
D.R.T.C.T.
1/2"irs
rn
i
�
4
N
Mutual Access Eas
Inst. No. D22210:
D.R.T.C.T.
Retail Buildings, Inc.
Inst. No. D222103562
_
D.R.T.C.T.
S 6$ g5
,
1/2"irs
Corrected by
Z0.
/ �
i
i \
Inst. No. D222212400
D.R.T.C.T.
m e
/ / P 2 1s�563
�
cess/
/
1/2"irf
"Pacheco Koc
/
Q GIST !
F, f�•.
1/2"irf
J1
"Pacheco Koch"
... ... ....
•R.
(CM)
ENNETH ROGERS
..%..........................
4 6066 P;
\� SURN��
/
Kenneth R. Rogers
Registered Professional
Land Surveyor No. 6066
Prepared January 28, 2025
Private Drainage Easement
located on proposed
Lots 1 and 2, Block 1
CD Sun Auto Addition
City of Fort Worth
Tarrant County, texas
Legal Description for Private Storm Drain Easement
Being 0.265 acres of land located in the John Steele Survey, Abstract No. 1381, Tarrant County,
Texas. Said tract being a portion of the tract of land out of a parcel of land, described as
Parcel Nine in the deed to Elizabeth Ann Potter, recorded in Volume 5475, Page 175, Deed
Records, Tarrant County, Texas, granted as an easement to Cross Development SA Crowley,
LLC in the County Clerk's Instrument No. D225000013 of the Official Public Records Tarrant
County, Texas, and a portion of the tract of land described in the deed to Cross Development
SA Crowley, LLC, recorded in County Clerk's Instrument No. 225000245, Official Public
Records, Tarrant County, Texas. Said 0.265 acres of land being more particularly described as
follows:
BEGINNING at a point in the west line of said Cross Development SA Crowley, LLC tract and
on the east line of a tract of land described in the deed to the City of Crowley, recorded in
Volume 14639, Page 329, Deed Records, Tarrant County, Texas lying S00°13'45"W 5.87 feet
from a 5/8" iron rod stamped "TNP" found at the northwest corner of said Cross Development
SA Crowley, LLC tract and at the northeast corner of said City of Crowley tract;
THENCE across said Cross Development SA Crowley, LLC tract as follows:
1. S89°46'15"E, a distance of 45.35 feet to a point;
2. S00°13'45"W, a distance of 14.15 feet to a point;
3. S81 °05'04"E, a distance of 58.42 feet to a point;
4. S73°13'35"E, a distance of 68.50 feet to a point in the west line of said easement;
5. N28°11'08"E, along the west line of said easement, a distance of 34.66 feet to a point
in the east line of said Cross Development SA Crowley, LLC tract;
THENCE N00°13'45"E, along the east line of said Cross Development SA Crowley, LLC tract
and the west line of said easement, a distance of 15.75 feet to a'/z" iron rod stamped "Beasley
RPLS 6066" set at the northeast corner of said Cross Development SA Crowley, LLC tract and
the northwest corner of said easement, being in said Parcel Nine;
THENCE across said Parcel Nine and along the north and east lines of said easement as
follows:
1. S89°09'21 "E, a distance of 19.90 feet to a point at the northeast corner of said easement;
2. S15°00'27"W, a distance of 20.66 feet to a point;
3. S28°11'08"W, at a distance of 31.20 feet passing the east line of said Cross Development
SA Crowley, LLC tract, continuing in all, a distance of 40.97 feet to a point in said Cross
Development SA Crowley, LLC tract;
THENCE S12017'59"E, a distance of 21.11 feet to a point on the east line of said Cross
Development SA Crowley, LLC tract;
THENCE S0013'45"W, along the east line of said Cross Development SA Crowley, LLC tract,
a distance of 26.33 feet to a point;
THENCE N89°38'16"W, a distance of 11.66 feet to a point in said Cross Development SA
Crowley, LLC tract;
THENCE across said Cross Development SA Crowley, LLC tract as follows:
1. N00°21'44"E, a distance of 9.51 feet to a point;
2. N12°17'59"W, a distance of 33.33 feet to a point;
3. N73°13'35"W, a distance of 69.20 feet to a point;
4. N81 °05'04"W, a distance of 55.10 feet to a point;
5. S00°13'45"W, a distance of 154.88 feet to a point;
6. S21 °36'58"E, a distance of 12.10 feet to a point;
7. S68°23'02"W, a distance of 20.96 feet to a point in the west line of said Cross
Development SA Crowley, LLC tract, being in an east line of a tract of land described in
the deed to Retail Buildings, Inc., recorded in County Clerk's Instrument Number
D222212400, Deed Records, Tarrant County, Texas;
THENCE N21 °36'58"W, along the west line of said Cross Development SA Crowley, LLC tract
and an east line of said Retail Buildings, Inc. tract, at a distance of 63.46 feet passing a 1/2"
iron rod stamped "9006" found at an angle point in the west line of said Cross Development SA
Crowley, LLC tract and at a northeast corner of said Retail Buildings, Inc. tract, continuing in all
a distance of 81.69 feet to a point in the west line of said Cross Development SA Crowley, LLC
tract and in the east line of said City of Crowley tract;
THENCE N00°13'45"E, along the west line of said Cross Development SA Crowley, LLC tract
and the east line of said City of Crowley tract, a distance of 127.42 feet to the point of
beginning, containing 0.265 acres of land.
The bearings recited hereon are oriented to NAD83 Texas North Central Zone.
Of
Kenneth R. Rogers Psr Fa,+
Registered Professional
Land Surveyor No. 6066 EIN. NETH R. ROG6066 ERS
•pof P`:�%
EXHIBIT "B"
DESIGN PLAN AND SPECIFICATIONS
STORMWATER FACILITY MAINTENANCE AGREEMENT
Rev. 03/01/2022 BN
--
\ 12-FOOT STORMWATI
MAINTENANCE EASEMENT —jjj
V
10-FOOT STORMWATER-4�y� \,O, � 0,
MAINTENANCE EASEMENT �I
\ A2\ 2,
734 \
LEGEND
PROPOSED DESCRIPTION
Lio — — - —
735 0
Im
ff-ET-271
W O
LL Z O
J
Z co
� ~
L }
(D m LL
oD LL
mill
% 73 II
736
'I ❑ PPPPPPPP
12-FT STORMWATER
MAINTENANCE
EASEMENT
10-FT STORMWATER
MAINTENANCE
EASEMENT
0-1
FREELAPD ad KA rFMAN, W,
Engineers * Landscape Architects
209 West Stone Avenue
Greenville, South Carolina 29609
864-233-5497
fax 864-233-8915
LJ -
SUN AUTO
FORT WORTH TX
0�
I
I �o eo
SCALE r - 40•
LOCATION MAF
SCALE: 1" =1000
EXHIBIT A
NOVEMBER 20, 2024
J
G G -G1
732
G G,
6FT WIDE CONCRETE--_ E
CHANNEL (PER CITY OF LinI
FORT WORTH STANDARDS
REQUIREMENTS
Uw
w
0 LLFCD
- = C)
U) CO
JI z
U) L�j
U-
L
co
LL 734
3
II
MAINTENANCE
EASEMENT AREA
LEGEND
PROPOSED DESCRIPTION
CONCRETE SWALE
ENCROACHMENT
AREA
STORMWATER
MAINTENANCE
EASEMENT
PREEL" ad KALrFMAR Na
Engineers * Landscape Architects
209 West Stone Avenue
Greenville, South Carolina 29609
864-233-5497
fax 864-233-8915
SUN AUTO
FORT WORTH TX
lJL
7�5
0
SCALE r - 4o,
6
Cm)
LOCATION MAF
SCALE: 1"=1000
EXHIBIT A
NOVEMBER 20, 2024
2
tale) .1
to
awr
I�.,d P�M 1�11 .1 11. X..
d. .
weKK-All
.7- 7,717",
VICINITY MAP
NTS
_T,
ice__ i __
-- 1_ ----�-,--
west R-d.h Crowley Road
scALE
LINE TABLE
LINE )j LENGTH), BEARING 5 �5 1 SOD-1- -Mi I Point f
, E S
L�j 1 5 EII S 8-'21" E
84 0 :o 73 15'
12.1 S21: 1-5
ss-'Cl -
LL EL, I c-Es., --�K-7mra'r757 � - x= - - �-
z7_1 54512
/EL
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
Lot 2
lie kBlock
79AB72 Iql ft.
IRS,
122,7E4 ft g...
2.- 91-
43,262 s9, ft,
-0E'26j IIF
U
R .7
L= 1 54'
L=56712-3331'33" W
iA
-T-
66 Ch.• .6
."'tr
.-Y *,,4'FM
N.- III-
24"
14
as
CM - Control M.,--
R LOT - Dee' Records T - C-rty. TX The DT. I.d I.rm
RF, on RoSe - I,.n Rol
Found 11 1, developmentdevelopmentdevelopmentTF. _ _P_ry B.-drk
The -,X,t ty is not
d�,.- 1 100 1 flood-- A,
AEA, Ad,AR, AgA , V, vE, or X (other
- ..... ), _ _d., T, —.1
ET-y -,- AS— FI-d
Insurance R- Map of Td rant County.
Texas rd Incoryorptetl -F., Map N. OWNER OWNER/DEVELOPER 4.41-4 L -s. -.1, X1, 201R R11V 11P
The
T-Dy Purcell C ERB RT S. FEAKEY LAND SURVEYORS LP.
11.P111y being --d m �- X Development
(Areas
d- - 1. b� .-id� D, 1:01!1 0,1111-1 -D 31 (2011)(C-1, 20100000) O� R- E�d� 1700 0 BOX ES73 M.t -.-d In C.L-I,t N-O., n- - - - - - -
C d 18 V R.L.t.r. T.- 77056 4336 I=` FORT -nl, TEXAS, 76124 finisannual T.... N-h Ce.-I Fo.. d -- RII PH 817-429-0194
chance flood plain.), (71s) dISE-1388. 'Dl
..id I Sul- distances. PH
.A.1d.I,9 t. Grid E..I. F.-, - -99-887578 EMAIL PH (4.) 5 6-9647 EMAIL h--y-n FINAL PLAT CASE # FE-24-196
EMAIL _- d.-p-rt.-
R1111TIRET) PRI1111111AL 11R1110RS
"l LAND SURVEYORS LP.
A 'LE- I ,LAND - TOPOGRAPPIC
-CONEDMUCT N SURVEYING
FIRM NO 10094900
METRO .17- 42--
P 0 BOX 8873 FAX 81
FORT WORTH, TEXAS 76124 M1sbe -y— -
m
FINAL PLAT
Lots 1 & 2, Block 1
CID Sun Auto Addition
Fort Worth, Tarrant County, Texas.
Being 2.818 acres of land located in the
John Steele Survey, Abstract No 1381
City of
Fort Worth, Tarrant County, Texas.
2 C—mercioll Lots
Prepared July 2024
WI
i
EXISTNG
NLET (E)0
_ 0.10 0.90--------------- West Rendon Crowley Road
III
(--__-______ - _____-
TW Flw-n3n'
m EXISTING INLET ANALYSE fay
-
- -ANALYSIS POINT
/FKAi6D GRNNG E
1/ CRNWC£ FA�.Bdf
I i NSIFIABdf o
% Dt�000Ctl
13f
REVISIONS BY
Y 1
ml i m� 4=N�A�IN+ w x w. I smreex vFE s� ex x rry a � m P
R Q r
I N a's PP
LEGEM P..
DBscecnoN a ,sd 3 $
A - BASIN NLDBSiGN S N amti amw. rsn as x e u om rdfl' mm - $
B c c B . c cr.scow. slNcna »zw
- cLRVNUN... I � Q
-i-i-i- DRAINAGE BASIN BIXfDARY om l;t �ry(�
W
- - - -NAGS BASIN FLOW PAIN IV
U-
I x l e x
le
PERVIOUS IMPERVIOUS
"I"1 1"300 DRAINAGE COVERAGE COVERAGE RUNOFF
INLET TC (MIN( (IN/HR)- '1�5 (IN/HR( (IN/HR( .,A(ACI (AC( (AC( COEFFICENT O1 IS OS (CFS( O300 (CFfi) H
Al 10 5.68 990 0.26 EEG p2; 0.83 084 123 215
Bl 10 3.88 5.68 9.94 0.10 0.01 p,pg 0.84 0.33 0.48 0.8
32 f0 388 568 994 R 0.f0 002 pOg OJ8 f11 1.30 30
Cl 10 388 5.68 994 013 000 013 090 045 O66 1.16 1
SO 388 5GR 994 0.10 000 010 090 035 051 0.89
D3 10 388 5.68 9.94 0.11 1.01 030 0.85 0,31 0.53 0.92 ti
E2 10 388 Sfi8 994 0.14 000 014 090 049 0)2 125
FLUME 10 1" 568 994 111 11 016 111 115 411 111 0
EX(PRE) 10 3RE 5,68 994 00) 000 007 090 024 036 0.G3 O
ER(P-) 10 3.88 5.68 9.94 0.10 0.00 0.10 oSo 0.35 0.51 0.87 .0 _
RUNO-LFRCIENTS U THE w GNTED RUNOFF aEFFCIENT NtEusTeD eEL } M m
W �p ooe
RANFAl1DATAFnDNNDAAAnA 14,vDLUNE,,,-ION 2 O - � a
■ae c RNa ¢ F LL o
oxmncrce To eavice nai nu Q U 2 %-
nsnn �wzoi Z F-
F- s N
oxmAarce ro e ai srceN Z O p..a
CRPN Fff 9W1 N4VE WA1& T6 = Z ° p
lCl11fi N Aa'DrvarrcE n+n+ nsN c r'n T.T. W
set cars oro Dam ¢ F- w
RAINFALL DISTRIBUTION FOR a
5fOfd.1 GRAN FD7ES TARRANT COUNTY, TX 3 O O U
I 4u InDRawc DATA Fce ND srcI EF4N4CE FrY:s cra: t m svR roam O U
ens® CN IIE pOIEAP 0F6MY SiCM SIORN IENr .0
2 A'J W.NIc1E C IME NO A.
IN 4 p 9YJ1 0D
IIMM 4 pn I 4 FALL 388 E.
9.94 Y x
ICRCUAA CR d'rd' 70 srq ATfi5 sINLL HE (INCHES)
1rs® As r� To nccaw,cnAre ,HE ca6ECINs - _ _
FFESIigI PPY#E5 .THE FOR NDA4 Anus ld, VOLUMEII.
3 sraan cenN PFE BNIL BE A. a wuL a ec N IX2AWN +
NER DGN WITH ASM IflE55 NJIEp OnEIN45E, • tOMINUIE DURATION _ FRS
4 V91 BJ9ttYEn01BF PPE BE
AN KRi3N1E VOPE PRE SMS, nPD FNMS 93eu SC 5 CN 511E
M£f RE PfQFd438E OF A49rt0 C£'GN4nk6 A452 • Lc& LOn 6L1 DAY, I i0 3 F6C@8 3018.
AN) M390 i1FE E 16G C OV2O12O25 5 PIPE IB AP
E B4'ID CN NJBZCM4L C6TMCE RCxI So3. SNYffi QAY. ro 3 FB3"grt 30 5,
(BIIB2 a £ ERGIR i0 CBlR3i CF 7INCR £ Aro •ISG • 0 x,s .i"es scniE
l� FOR CCY31 CNT. O011RACT0t 70 fi3D 413a<t . Y"p .o rora.�:•• .o •�� AS EVgWN
11NL FPE IaFe6 Pffi® fOR CChM1INCIK i
6 0RAN SCR B6HB C16BE FCR CIXA0O6 RE si(M?MM
N �,� TD� D� INLET AREA MAP
AW FFQ2MJG RE &GFEBt OF MT CO - Q2 IX2AWHL
0Gf .AN IPOR TD CCM.BtlB•B.'T 0' CgJ51RJG8CN
02nN PIPE SVWL Hnm Wn1B? 16M JOMs N
ACCCWMCE WITH ASIM C ?et C443. M0 I., . A103
f �
SUNAUTO
6,566 SF
8 BAY INLINE —
FFE:736.00
'—______—___
11\\\
v Nljj
I
Cn
t=� ,,r11r
Ij b
t@ Igs=o' jp.ls HDill
z;
Raj
SUN AUTO
"4
850 W. RENDON CROWLEY ROAD
FORT WORTH, TX 78036
O
CROSS DEVELOPMENT 8A FORT WORTH, LLC4317
t
MARSH RIDGE ROAD
t t t t
CARROLLTON. T% 75010 14881 686-8847
4�•FA u . •A+`
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
ell
I I
I
I ,
I
FREELAND and KAUFFMAN, INC.
1> m
<
f»gmeers • Lrn —p Alo ,t fl
209 West Stale A-9
w
en Greville, South Caolho 29609
864-233-5497
(Zn
fa 864-232,8915
m
tm�i
Is m
g
gib
gg
®E ffi ffi 0 ffi
4
D
H
K
Ali
TH
R M
Is
SUN AUTO
,
FREELAND and KAUFFMAN, INC. m
� � g
850 W. RENDON CROW"' ROAD
1�; - !' " {
• LrnUsc�e A,chilects
�� 209 Waal sane A-9 <
FORT WORTH, TX 76036
0
G—vllle. sown Caolno 29609 0
CROSS DEVELOPMENT SA FORT WORTH, LLC
0317 MARSH RIDGE ROAD
11111 F.,..�. �+
864-233-5497 w
fa 864-233-8915
CARROLLTON. TX 75010 14881 556-8847
r
Y
GEE GRADING
SE: RAN FOR LENGTH CAST N RACE RETANNG WALL
E WIDTH OF POND TOP OF WALL EEV • 735.65'
/ 1� GR01 AD �J 111 FOR�UYOUf1
CAST IN RACE D' WlE @AEEGB�Y /
RETANNG WALL SPILLWAY B_
POND 734.70 PROPOSED
GRADE
CCNCREIE
IDo-ra Eev, 9Gb3E Do-m va, yy -IIII-IIII u =IIII-IIII
CHANT 4m eevf srR u5 IEr
CURET
CONTROL4,R BNB Tzua i 4ra WY.. aiN n1GT STRUCTURE,SEE DETAIL BELOW)
\\\ tom. 1\
'=ITN="_
RM =III=III III III�II�II�I� ��/
Ti -u =111= 1 IIT�PIE To ounE
SER
WNIROL STMNCTUE
RTW BOTTOM TO HAVE W • 13250
RNL BOTTOM TO BEA MI LOS SLOPE
(SEE LANDSCAPING RPfD
SECTION TPPU DETENTION POND
N.TS.
TOP CF POD
a 13W
TOP OF E.EAND.BNT
1T
Ea8T0
0'�IWY
IIIJlit =IIII=1
s =111E=-
1 _-IIII
RETANNG WPLL / _
PUN FOR LAYOM IIII==IIII _III IIII-IIII
POI) BOTTOM TO BE S®® POND
(SEE LANDSCAPING RAND A M
BE RAN FCR LENGTH
E WDTH OF POND
PROPOSED
GRADE
Do-ra BNWTxAS E Dora wtissI cucT =IIII-IIII
sra ESN: Ta1� c sra vas ssas DL+T
Fra Ell' maa E Fm wl� RYM (11£i
IIII_I =IIII-IIII= /ACCESS RANT, MAX
SLOPE OP Ni
NIMRN YItl %T1LV=%
SECTION TPPU DETENTION POND
N.TS.
WALL WDN
TN(,gJE53 E
SECTION A -A (N.T.S.)
OUTLET CONTROL STRUCTURE (N.T.S.)
RENFCRC IV FER
OUTLET CONTROL STRUCTIRE RM
STRUCNE
MY ACT T.
EL . 735,05
�—
PPE
REOOMMBJOATIOJS
4— IOPYEAR PEAK EEV • 734,53
�P
/ /
2-FT
HET
WALL
(SEE DETAIL SAW)
BOTTOM OF
WEIR CUTOUT — —
� 5-YEAR PEAK BEV. • 733.98
1-YEAR PEAK REV. 733b3
\�
EEV. - M50
n
°
SEE GUL RAN SET
KV OUBET PPE
INVERTS AND SEE
4 a a
d CONTROL TR11CTl2E
° OL S
°
a ° (SEE DETAI-
d
ORR"
73L92R
d
0Ti0M aF-_
B]
1_--�.TEND T
< WTLE BOTOM(CR
SALLTRIICTTO LIRE ELEVATION COULD
SwTRE)
VARY DEPEDING ON PROVIDED SUMP'.
E5T,E WATER DOES NOT ROW LINTER
WEIR WALL
15' 1 REGRADING PLAN FOR
CONCRETE WALL CEMIT III EMI SPILLWAY MATERIAL
EMERGENCY SPILLWAY AND LOCATION
�Il�ll EL rrws III
a 73506
E.734.70 J a ra etv. wr AL amETs
Car 9'uwar RDC{�,35A6
DETENTION POND EMERGENCY
SPILLWAY END VIEW
N.T.S.
Pond Report 12
,: FOBb,..n�mnaa.om..�K.+:w.
BaB.NB,a.B.T.II.
c—lomm.swanw. .�a •.w1
W IB] [c] Ilw 4 W F1 ICE lDl
VM
L.W INM �um.mp. . n. re w w
Bus.N B,a.s•I oxnnnren:nano..w...�...............�,�.....�.« ».......s.......�m.w....�....�
nn� u"iY n m m m m m m m m m m m
10
n� unw n m m m m m m m m m m m
TIE PROVDFA STAGE STORAGE'
DESO1PRCE TABLE WAS CREATED
USING MDR FLOW HYDROGRAPH5.
TW °ArA IS "�° "G EP INPOND
TLE STORM DRANAGE REPENT
FCR THIS SW AUTO DEVELOPMENT
SECTION
REVISIONS BY
4 /
FE
11
YA
0
O
cc ID e
07 F ID T
W o0:
Q J r 3< re
F- O H m
cc I G
QUx`�a$
Z 0O2sF
(AZ���°
W
cc o'o
�LL
O� a
O O
U U
00
DRAWN
rns
Trees
DATE
O SCAL, E
AS SHOWN
DRAWING
C521
f
West Rendon Crowley Road
: N
Cf L
E
L',
W
Q Q0 Z co
Z 11
} 111
CO ED LL
W LL I
9
0
FLUME DRAINAGE AREA DETAIL
N.T.S.
DRAINAGE AREA TO FLUME
CROSS SECTION E-E
DRAINAGE AREA TO FLUME
CROSS SECTION D-D
DRAINAGE AREA TO FLUME
CROSS SECTION C-C
Hydro Conduit Nana / hcnnkei U-1 / hoduc[ Die 11 1 F— end 5-- fa• - rz^ oiemaxr viper
Flared End Section
12" - 72" Diameter Pipe Rjulw
—RIALS
�I�1'p�11 ..tII�TaalgeEM For_Me1 J _��J
��II Gmd`EM Idr OWMI w �y �I _—_
I IT I. F
Plan View LL Installation Detail
WacL.�.c I a
E � =
Sect at Centerline End View o
Pipe
Wall
A
B
C
D
E
slop.
Inner
Thickness
Diameter
(inches)
(inches) (inches)
(inches)
(inches)
(inches)
(inches)
12
2
4
24
48 7/8
72 7/8
30
3:1
15
2 1/4
6
27
46
73
30
3:1
18
2 1/2
9
27
46
73
36
3:1
24
3
91/2
431/2
30
73 1/2
48
3:1
30
3 1/2
12
54
19 3/4
73 3/4
60
3:1
36
4
15
63
34 3/4
97 3/4
72
3:1
42
4 1/2
21
63
35
98
78
3:1
48
5
24
72
26
98
84
3:1
54
5 1/2
27
65
35
100
90
2.4:1
60
6
30
60
39
99
96
2:1
66
6 1/2
32
78
21
99
102
2:1
72
7
34
78
21
99
108
2:1
Pipe dimensions may vary depending
upon equ.pment availability.
Notes:
FLARED
END
SECTION DETAIL
1. Produced
to meet ASTM specifications.
N.T.S.
2. Contact Hydro Conduit representative
for details
not listed
on this drawing.
muaa nan
cLe w>.Eceuanr� teen cA1alATprs
ow�rvcro rciM�m „B1u 1 u.l .�1�.� mvExweea ^Llmw *suwRw �,,;,w Masi alcm o�aLcrsl
<\�
EEC1101 E-E 10A0 060 0,00 0.60
SEC110N e-C 1 OAO ao ON 0.0
0.90 3.e 5,68 9.94 218 387 537
090 3E6 5.6a 99. 2.79 4.A9 7ds
a 3.35 4.91 8.59
T THESE FLOWS ARE TO BE UTILIZED
FOR REFERENCE FOR THE FLUME CROSS
"Wf5E Rum VA0. ES AND AREAS
CORRESPOND TO TIE DRAINAC-E AREA
SECTIONS ON SHEET C525
TtuMe ON THE N- T AREA MAP
STOPM DETAILS 3
a
REVISIONS BY
RI
pSE,OF rF�
e
0
o
r0
M me 'o
00
OJ�3��
Q F ff
H ix�
Z ZpM082gr
�Z���°
W w
LL wo <
O00
O
00 U
r
IX2AWN a
res
aacRm
ovzonoa
scue
A9 SgNN
azAwr�
C524
M w
— RJR3� i pP1R =
]u _y ras
emxis rc
— 6 eCP • OAc —
aeNAro
m j� no
0 Wo-M xo9 cfs I� = p aAFACnn 3W C5 —
WPM
G
zz�3
]a i3� ra
0+00 0+50
STORM LINE A (PRIVATE)
ao-re�#
IX5R✓i Q]PCE � 1 16 NF . OAG1
0 aDPM • an cvs
0 a;aaam . eoD cfs _
= i w cw. Feord imoi
a3'1pg03{
v Em 6C lib E 9dl
v WPM . fv5 JJj
0+00 0+50
Y STORM POND OUTLET (PRIVATE)
0+00 0+50 1+00
STORM LINE B (PRIVATE)
STQW DUN NOTES
�N SON
BA`t� qA RE IOPYEAR OE5B1 SfCRAI
2 MANlq.0 DIAAEI&5 NO ALL NFf DABSaKi ENel1
VE A AMAIM 15[E DABSpN Cf C' DW.E1W
o- ]a a
aEGUAxi D� d',d' ��. 3rAlCTUP'
u>s® As x�m ro ArcalmmAtE ne axafcrsr
arf s¢y ArvoEs
3 sraRe wnry we s+Nx R: Gass a a xr x
ACDC®AN£ N,W ASRI wss i]m oiu�vdse
Gssrr FolrE,unae we onFo w,r ff � As
urowro PLL VOPE FVE J Aro FrtR[S SINLL
e acaens c� nnsno o�awrus wQs
� M390 nR S
S u3hi16 Aff eA� CN NJa'zCrv1u wSFANs wCm
CRII& 6 SMCN£ i0 CBl19t CF 3rR'JCrICE AID
L® FOe LTA CNT CCMN4C,CR ]0 FIELD YfrF!
ACIUAL PFE 1861N5 !ffi® F]R CIX51NC1aN
6 WNRM. CC 6 eE FCC WAPARW TE SVCM
r� FCC ]le S]Lan wAry u6
un rscenas ]le ersr�] a arvr corsucis ce
DNc>�Av% was io a.Aaa-aes a cow,nicrcN
]. 3ttK1A P2AN R£ SINLL 1141E WAl[C TER JONf3 N
ACC/WA,I£ N11H Aa M G 3El C443 MD D'!M.
I I _
im 1 m[ �w91/M,a, x w � 9ff
I x l a- as a� oa raA' ,a:z
ACREAGE SUM.IARV
M ACRES,
FNRIuiBmA AREA oaa
io,iil,E om e® Aaax ua
MBIVIOUa A1E.A FaeCOxarNxtrlDH Cpa
IAte, rna-cD�rracnox avo
�u�aw AsaA roercaxamucraN ass
=;:7. ME va Foan o.,a
ieMl' FNHt 6131
We?�
SOIS CN S1E'
• v4 lOn 51tt aaT, i i0 3 F[cCSC 30 5.
NEG G
•Sm. Sine ¢Ar. i N 3 FaW3n SCR3
NEG D
mNmacice suu � e�ea.E cwmal was
vKmW To uaco'n +n roN,3] us
DAANC£ i0 RE E%SiNG UMY RYS APn
NNY Il8 9Nu BE caAe®NRIACB) Ar
11E OYdIRACiCR'S E(�E
w,Rs ,ort srml
OTTtACttR i0 BdEICE ilNi ALL
1B1®� PSRA CWt-01
OYdIRACiCR i0 BfiCE ALL SttCM
�lwE SN4� NAVE WA,�
IE N AGCOLDMICE Nifty ASIM C
3G. Cda3 Aro D312
IXI— GPADf---------
w WPM ----------
STORM PROFILES
rao
/f GROCE
po-ra
T �
R61NG 9EAffJ i 51F. OF
C eCP . 0.1
P ODPIa . W Cif
V IGVAC1fx1 • dbi CFS
v lao-re . 3n ws —
0+00 0+50
STOOM LINE C (PRIVATE)
is N Q
Co-ra
K1
eSIPS GeAI£
— A LF Ce
2a' eCa . 03df
V oJPtta .38E 03
� � (CAPACIIYI . AO] C3
0+o+5o 1+)o
STORM LINE E (PUBLIC)
E � ro0l)t
9
6' RC➢ . O.TA
o OJ[}YRI . QA Cf5
V (CAPA(PYI • 3N (Pf •
I
V aoo-ral . WB RS
��oroo-re.lro as
V cCAfagm • 335 fs5
v aoo-m . aye ws
'g
3 E
0+00 0+50
1+00
STORM LINE D (PRIVATE)
STORM GRAN NOTE
r Aw Nrccwc — w n warn wAI— R- Aff
3 sican CRPN f# 9W1 ff C1A55 16 WN1 % FCP N
AaneDANCE h,M Asnn c-ra was rmED oneewi£
d. Nw parr ParEnn'IaE Pie aulo NAr ff � As
�utceNmE Au Nxe Pre, 3x+rz Aw Rrtwss sums
a-raMa3.ePs v AAwro DERaaAnaa Nux
��d i11ES
5 nb Ace OAy Ov N}uOVlty D6 AwCE wau
ne r,:aira faa ne siCRN DaAN ua
D Pff BDF AM o>FL 5 Clt
—ia TO Pcza ro mN.e+ceeP cF msiaccnw
). 3iC4M C4AN PPf 9W1 NAVE WA1R2 M#P .IMPS N
ACCiTDA1JCE N1M ASiN C 3N CW. ANl 03Zc
WI N
l e mM os
I N7 z,
I w � m A mw I I mre I
I w wE m rare � „ae, I I n' I
ACREAGE SI—ARV
(IN ACRES)
.o w —a AREA
IIXii11E0IBn11am WEA Ob0
�WNus Ate.. �axsrnwilDx 0,�
i ,A�„i�i<CrRNwDiaN w�
, P9IVIOVB AIEA iO=T-COIHiNICMIN wn
iPMI' a.Ht 6131
Wei
• v4 IOii 5�tt aax. I i0 3 i[cCaP 30 5.
IW C
•Sm. Sine ¢Ar. I N 3 Pat(aP 3Ci6
IW D
WNmaGiCC 9YdL Iff EA'IPB.E GNPIw VHE
WWOJ; ULEaFA1H O�MAn � uB
PNI DNMC£ i0 RE A -EURPY PoIY AiD
NNY I18 SWL ff G1I�NBiAt® Ar
wnn ioM mmr
oxmActta ro ealxf nai Au
smn fifes A,f wAice ixaP aro
iESiB) � Asnn c9ozoz
oxm�ui io es�e Au scan
Rwi NAve wAiai ttur
xxrs N AanmANCE � ASIN c
3N. Cdd3 Ain D312
s�fAce �
IXISIiG GPADf
Peoeos� ceoff
w Coro —---
CALL
DIG
STORM PROFILES 2
�� 6�
REVISIONS BY
{
0
Q
} M 1 m
w co ooe
0J^3
rcW
ir
OHLLwv
Q U= m a P.
Zrz
D 0 O d f 2
c') z
Er0
300
Lo
Y Go
LRAWN +
AS E4gVM
IX2PWNL
C202
--------- West
---------------------------------------------------------------
STA 0+45.40 -- -B ----------- -----
a � J
a � u
a ° °
/ yp - �� � PT
-'------ -
_LL L _L
STA 0400 B rd
CROSS SECTION ® B-B�
CfTBJIICN PClO
WPLL
H]RQQRPL SYNE
WEST DITCH CHECK
INLET TC IMIN.)
Al 10
I
B010
"I"1
(IN/HRI
3.88
3
"I"511N/HR)
5.68
5.68
"N 1OG/HR
IIN/HRI
9.94
9.94
PERVIOUS
DRAINAGE COVERAGE
AREA IAC.) (AC.)
0.26 0.03
0f0 001
IMPERVIOUS
COVEMGE
(AC.)
013
COEFFICEM Q1(CFS) QS (CFSI
pFFICE
1o..83 O.B4 1.13
4 0048
QUID (CF5)
20.815
3
2
C2
02 ]0
88
388
388
5.68013
5.fi8
9.94
000
O10 00O
D.og
_
]8 1.11 1.30
0.90 0.45 066
0.90 035 D51
3.09
116
0.89
1 D3 1D
388
5.68
9.94
011 001
OSD
030
0.85 036 0.53
).92
1 E2 30
10
3.88
3.
5.68
5,68
9.94
94
a14 0.00
00] 00
0.14
DDJ
0.90 049 072
.9024 .�RE)
.3�X6
1.25
O.fil
N21E£
auws Lem Fca nE DE303cF nE awn war
mas eL'Ea s3Tc TlEoo-IEaR ODcuapc2 ulL¢Nc
nE NUW ulL� Ere nE
TICNDL M,WO
• awl= coarcamsLEEDTo uxalATE TIEweRam wrpR=cO s+r ARE max
RE Fei 0001
Of9G! OF G
nE sM a DEIIMaa)E4a
• Aa0
ROGFVAW
u0AN,69N%MN)M ATIA6 H. VCW.E 11 9CN3
FaJMANNJ EEKf
NOEGIm D
Channel Report
CALL
DIG
<NamW _
inpezo(oal He9MipnMa
BORom Wi m (is = 8.00 0 pp (1) = G.
ea(z sd.E1 .l) = tom.e] OIcN) _
DWI,(fl) = 2.31 e
Sbpe (R)'CM De I(nl =0.3]a
NR. Yc In) ...._..
trYs EGL n) =aA,
Come n'K„p4mO
VELOCITY CHECK N = 0.035
ERI epp,pp D.pm WI
ACCOUNTI% FOR T4E WADWATER OF
11-E PROPOSE) OULVERT, M WIONEST
WATER STMFACE flEVAT10N IN TVE
m w n WEST DITCH 6 73333% THS E IXk!
a s ,o +s x zs w 9s w 4s w . w STLL OBTANS FFT MN" Fi415OAPD
Rea.IR)
Channel Report Culvert Report
.N.-DRIVEWAYCULVERT
BORpanl Wiap lR) 8.00 1� ] Pipe Len)p Mll =�.60 O,nm l( =984
818eB Pea(9:t1 =10.90, B.B] - 1- E.
=0 Omaa (dal -
ToblDep((0 Pma 1, O) -(E) UD (fl7 = ]9226 Taarder Elev (fl) =Normal
I-Elev IR) = ]92.29 VekKiN (Na) = a.i1 E. lint = 24.0
NAA,i l%) C,R D8 Mm(RI Shape = GrdYr Hleh(IBMeD
N�Value =0.050 Twwm.Yc(ft) =0.9T3 Bpan (In) =24.0 Opylk ) -
TGL (.1 N (n) = RT 30 ND. Bands = 2 •NOTE 2 BAWLS r aplPelda) -
Cako(a0om EGL (R) = G. mVaMe OoveRop (.$) -
Compu(etry K„wm0 FREMOARD •� FT W
CUNeN Trye Cedar Cd RNedrc(Ne W
Kn0xn Ol.sl =9.Ba DYNeN Entrance=opreena p,gdiM (C) -up(
doc upUD M) -4.
Cce0. K.M.i Y.K = O.0046. 2. 0.0317. 0.69. 0.2 N�G��L� a� Rq -
CAPACITY CHECK N = 0.050 (fll;/r) = GL
TP EIN narR
Top Eler48on Ory = J0.00
Tap WdM (fl) = 24.00 Flux Repine = InNt Control
BEVATF;Na CresIWNm (fl) =R00
E.IN / 9NXN C20WLEY 9a4mn 100-YR W5E. - 73297 D"DO R!E®OARD •IP FT
/ ROAD • ]3"O'
n4.aa -r
>um 0 -__ l l_l l l l l l l l
i!88 :I 5.68 q p.1f (�- 1 11.10 1 0.90 1 0.35 1 0.51 1 0.87 1 `•
Rea. RU
WEST DITCH CROSS SECTION
r
REVISIONS
BY
I
STA 0■35. J� JS
-------------- ------
-----------
---- REFes�m+u---
E
aV1- -------_----_
_
_ ----
Channel Report
CALL
Nama> DIG
NrehllaM1be
ea ao wamml =eao Daplh(0
sloe slope. (z:,) =8.00, 4.00 O(c =01-
obl DepM MI = 212 Area (s9fl) = 6.16
I�eA F= )o1.6a .)
N°veiYew) = 0 03 -
= D.Das ent Oepm, vc ml • 0.41
T - I')
CelcubUou EGL I.)
C4Rn�.w KnownO
VELOCITY CHECK N = 0.0351
Ekr UO e.cuon P. (R)
11 1111H Wk INCLLCES TIE 100 YFAR
DLSCNARGE FROM TV PROPOSED POND,
POND 0I00 • 158 CFS,
Channel Report
Wame>
W' W = Tmpemab - a Tnpamiml _ _
$&$III (&grl eollom wbmlfll e.� p pip I Ropcm wtlm (fll
gee SlDpea (zY) I = iVlla TS.-SOI1WhU.,) Ia5='11:111
Tobl Depth.) = 2.12 4� Area (spfl) = 8.09 epM1 Ml Area (q R
al me Eb. m) = r,. Wea a lfln = .94 mren(% m) = 0 W y1Ma) _
S N-111) =0aw Mba (Y.)(n) =0 26 N-I..
=oo. TC: Porn M) -
w64Bttx cla ba Dam Tmo-MM1.rolnl .,s iz ula bR asD E oapin, rc m) .DT sz epwmhM) apwlelhm)
EGL (fl) =0.ia cu om E. mI
CNnlwb Oy: RmwnO
pglltr-µqO`OPUy _ FR®�nNele ®IK 7=JPRD •l36 FT 6y ^aN^G FROARD •
PAV1BIt ENS-
SLCk.I /, NMna O(ma) - .)9 Wwn O(ms) 1i.91
T!5 AS
Ca oMa I CAPACITY CHECK N = 0.050 CAPACITY CHECK N = 0.050
T11 OF NET 133.12 TOP CF INEf • non
L \ - Rem) g�pn 00 R w5a • n236 NR m) D.e M) U� ptrR w 5 • 726 NOR m)
I -
�__
0+50 0+00
EAST DITCH CHECK
61VE CN'AOfY OCIX VFM NQ050
qPm W513 • ]33F
U(POST) ,�� sJ,+J/ - �.00" I 0.YTI" -�-FD_i5-F----FF .
Rvlous IMPERVIOUS
1 "NJHR DRAINAGE COVERAGE (COVERAGE RUNOFF -
INLET TC (MIN) (IN/HR) "I"SIIN/HRI IIN/HRI AREA (A(,.) (AC) IACI COEFFICENT QI ICFSI QS ICFSI OSOD ICF9) )9,-. dto n1So
AL 10 - 5.68 9.94 A 0.21 0.03 0,23 0.83 0.84 1.23 1.11 - -
El 10 388 5.68 9.90 010 001 pog 084 033 048 0.83 )a1m d.m 'ro1.m
- _-_ _-_ T /Fcacrm rcau
/ 2:1 . ' / FSINABII v D
-�q -I LO
- --- -�
_ -- �--_
�°
CROSS SECTION ® A -A _;
Ream m)
Channel Report
€I a <Name>
D3 10 388 S.fiB 9.90 O10 000
030
090
035
O53
0.82
Ream m)
Reamm)
03 0 3H8 68 9.94 oft ooi
010
0.89
036
053
0.92
E2 10 3.88 5.68 9.94 0.14 O.GO
FLUME 10 3.88 5.68 9.94 0.96 0.00
0.14
0.96
0.90
0.90
0.49
3.35
O.R
4.91
1.25
8.59
E%(PRE) 10 3.88 5.68 9.94 0.07 0.00
0.07
0.90
0.24
0.36
O.fil
a,IeL RaAATwlpsaUxS®nEFRRC¢Oon. eOCF ne lUA0 wax 0na6 eRe ARtALT CF ne IpOYl5u p6CN+P(E tnLGNG
TVE FOW ILED FR
EAST DITCH
CROSS
SECTION
• IaMrFcOe rts IEm TO CNA1n,e ne va3Rm afxlF COanCeur Aff l6Tmla0vc
11ASDITCH
15 TEE SLM CF THE IOD-YEAR
-Ay EPA% 030
- LRCFSI VAvaslp a90
RA,FP11 DArAGrw9t RipRNOA4 AlIA8 N.VgtAE l49tRM2
DISCHARGES FROM INEi
ARFAS E2, FUME, AND IX;a.
SC ,e
IC�ONra. Score
GI00 • qn LES
Y
3Ya
r.r
Yr[r m '
r
V4066-9 ASSEMBLY
_ na
PRODUCT NUMBER
44066930C31
� �x xo .
DESIGN FFATUREB
�4� 1
w7r �
i1 URIM00N
:,m� srcTax f
N ...A. w
BURFACE
� I x•AOW I
rlln7r7r�I„
B33BBBeB
BIRRI
WBxR6AM,.J6DD xI
NOTE171HIS ISACOMBiNATION ITEM
ercmH caMRONENrs.INOTAsaEMBL"ED)
AF RFNCF INFORMATON
DRAWImG D-1 ue arml,o
IONR
E71VV�TJOR-D"'
Bf i
0�b Et GOAT
MADE IN USA
-
PRODUCT NUMBER
I
44066
�0000000
00000000
zs 1
7
CATALOG NUMBER
V-4066-6-9
GRATE
0000000000000000
rm"I
IL
I HEAVY DUTY
COATING
UNDIPPED
I
B �j
EBTIMAreD WEIGNT
SECTION B-B
GRATE: 230 LBS
313/14^
IfrcBl , 3R'
_,"A"','
GRATE • GRAY IRON
ASTL, A48 CL35B
ITVPI
I 3ORE66 SQ. AREA
3fi6 SO.IN.
MA�DESIGNATES
HI„EOSURFACE
� MswE
SECTION A -A
LAB ME
GEIRONOMATGN
44066930
CATCH BASIN
FRAME AND GRATE
Nis
I aomR'AUEonD='rt ( REINFORCEMENT SCHEDULE, BASEI
Aoi E s \ I SECTION
cnsE Exmm%e' I A .Nc As xwnzaxTAL BARS U 8a's O 6" E
I pfi's ® 6
TABLE OF
Lim
NSI.
sHCLE 6 NCB.
_� Z QA10� E303- 0
b _ o GRO==
1
I 4 J'-3" I
A CORNER BAR 1 RB" s-10' 6_ r 8_0" 1
J 1 OR- J Ro" e- 1
L dU LOU
� I
`� vc caxwEs
EJIW V4066-9
ASSEMBLY AND
GRATE (SEE DET
'---2' J10'-_-120g330• B_66.". tt9.--'_--110500."
az" tD'-" a'-z0
lI
EMEIfILK—k6LLE. -LT
SECTIONTH ("W') HOR. IS
E.
) EA N J p, a® 6'1/3'
I E^-, ABLE y`
E� pp66 wa ®10-
E M,r o—N
N `�; N' T"B D"
F " BF�TEk a' 6' E THICKNESS 6"
rI N J 6' ♦ PIPE THICKNESS
A.O I BET��E 4- 0 7 S 10 a° I
REINF
- E STEEL
W D LIAGML O.ALPAr,ERN
WW2 wS OL DIAGONAL O COVER
w'sCOVER
WZ - w's O B E W DIAGONAL O COVER
a w 5 ®6" E.W. DIAGONAL O COVER
WGREATER
z _ JER
OR GREATER w a ®6 E W� OIAG ER
`CNERAL `
6/4' NAl.EEP
H A IS aoNx NG RAR6 TO xA�i
I-I/T cO.ER, Lamm SM To xA,E HRE
3 SEE AN AINAGE 1
1I. tDEREx.o lxc Ka s To ESE _ s
COMBINATION INLET
N.T.S.
STORM SEWER TRENCH AND BEDDING
1
w I — BHXL E — aazMm, E
IN IZ N o —IN I =A %AIL BE GAss IT, mwAmm ro sTunARD
B MAA "\ cTEm MA\
cTm \ �LLACTHIN. S s Baroom wocTE, a mss Its m
a�L EcavA J/ wi Sra+cwl. war Izmam FAvm affAs wH BE ws R 0 w ETS ro
C>�iL vE+E� LL I AeK>fIL B.vL R, tla55 I E flz . 0]wAt,m a5 RGEN H MTg 5
6TAHum�OO Amy N�T�N«w mTO
A INN) IM1Tu My�y6wu B[E WTNI®N W#aN a LOB IFlS N
�m w"M° NAME _EE
REINFORCED CONCRETE PIPE (RCP) ALL OTHER PIPES WW1° nax EGA°ATM" sWG �'� o LEI�6 aRWAs "°
AND SPIRAL RIB PIPE INCLUDING SPIRAL RIB
SMALLER THAN 60' 0 PIPE 60" 0 AND LARGERNET. 777
REVISIONS BY
Y
ptE,OF TFty
e
O
O
om
M 5LEI 'o
0
OJ�0
� so
H 0.
Q U 2 `. a �
z~wzwx
Z Ct0 mi
2 �m0
Cc8
3 LL go.
C,
UC) U
Do
Y I
' IX2AWN +
ac�CKm
0 SCALE —
As saLAN
IXZAWR
STORM DETAILS I C522
oa a e-0�aoovE
i1 1; BJ ROUNDED ENTRANCE
I a I as slnwN.
e. earr� Poe
PLAN "^ 1£fDW
e r
PACE 06AY . — � '�
2. � III "
QALL WAus i —�
ITIIg-1111 =II11 {
— 40
�' � .a
ELEVATION SECTION
ALL SLOPES SLOPE 1 1/2'I SLOPE 2:1 SLOPE 30
1)I H R C A B A B A S
3 — 2'1 6 - .-a' S'-O' I'-3' I
9'-3' S'-6' -
3'-9' 1 12' 11 11 -- -
5'-3' 6 1✓! 5'-f77.
I F IGl'�3' 10'O 23'-O'
60'
T a T-—1Polx Irslc>E.eM —
1-REINFORCED CONCRETE HEADWALL
I' DIA. DHOLES 23 '
2 REO'D. EACH COVER iv
Q ❑
2 PICK HOLES
❑ ❑ ❑ ❑
d
4
I 1
1100 ❑ ❑
aoo❑ ❑[7
El El El ❑
3/4' 23 5/8-
ao1:3
NOTE MANlOIE FRAMEE
COVE AALL BENACC
I/2'RIBS
� �\
NDE 11E
STOR DRAINAGE
VT _l_EFOR
SGEDIAE WR
STOPMDRAIN MANNRES
SAW"SEAER
FRAME � COVER 33'
MANHOLES S4AL_ HAVE
NI MODE. 24665.
WK BROS.
STANDAQD
MANHOLE FQAME E COVEL
APPROVED EOLW-
WTS)
I�
}�+ �voci of pnxxaef - muE xelc«.s en
�7 A
}
id� I 2a
u
INSET "A"
MS
_% ATION s , sE ANAm A- 1-1— a W .m6l snEwoaK svm�fana
w�
Pxs 5
KErxA i� Iy � ' LEGS� I 1
AT I-
T = 6 fox pevTxs Iess 1. p ALo a T - s fox I-- —A— Txnx s. PLAN OF MANHOLE TOP
_ SECTION "B'? B"
I D ., AN.-. 2 }
I I
SECTION W—A"
PLAN OF FOOTING,
ATT,o pcui�ms
BL_ _JB
PRECAST FOUNDATION SLAB
DI
ALTERNATE FOOTING
PRECAST MANHOLE
P.C. 1. The imem ilope of she spo . shall he- (..),
WWF (6 x 6, W 2V2.D maa
CONCRETE care. Wan z .:hall hn pmnaea -he xe nm�g ana ena of an pwm nnma L
FLUME ahnr.al 181.na jI Tl. Nnam 1 Il.aaa as0. name ma If
4- exlentl el Ieast 1g inches imo me sail hclow the cM1mmek aetl hwc a shictass of 6
iah<s. CLrmin wells shall be rdnr«ced m6 s4 r idoraing—i bail plaua m 6-
0.06' inm amen
3. Anchwl�u shall hespa«da mmimom of 10 fees on Amer for Ilk of the
Hume Wherc oo avuin wall s refuired an antlwr 1. shall he i—I. M— 2
test or the ena of the fume. —r lug arc w be as M& as she honour or the
3' 3' neme manner, ea.na ar 1— 1 roor . roe roil below Ih< ehannel, and ma a
thl<kness ofbinehes. Anmpr lugs SM1atl4 rciraaaa wish f0 reinforcingsrul Oars
ple«tl on amm anaz
6. The fame 6am.1 A WI have esr a 0.iah MI— of d. A-3 wrue. wiN
we1dW x+rc rWric (6 X 6 - Mn21 a W2.1) in sM1e «n.r for rnnfor«mesa
POND FLUME DETAIL 5. Fina toff shall he pm dW appmaim rely ery 0 feet EigMun-imf
dowers or •4 ainrorring creel plaatl on $.Inch anmrs span be 1-1. a all
N.T.S. aynirea pinta.
(BASE SECTION DIMENSIONSI
s2E o v"' .Ix .IA I
2. as su uw s
I 6 a I
.z 41 72
STOPM DETAILS 2
REVISIONS BY
Y :
pSE,OF fFty
e
0
Er
co
co
0 1 'o
00
OJ�3��
Dccz
1 �s"
a(.)= ¢$
H ii 1.
Z O M i r
J) 2 ��0
Ir cc ilea
Sao
U
co
Y r
rxzAWN
acr�gm
ovzonoa
scA1e
AS SIOWN
IXZAWW
C523
Channel Report Channel Report Channel Report
<Name> <Nan— Na...<
Invee Elev (fl) =i3990 -NI, MI
akq N =050 GW.)
N-Vpue =0015 Area (safl)
Vpodty ln2)
—PUN Oy: ronnG cm DaPW,Yc(ft)
Known Glds) = a3i Top— m) = 1.
EGL m) =0.46
�m'rm�ivn.��mm'm�'ooNaxam,rn.A oo�aNsw.rnao.ao�arnw.ru®.ona�
emm) NOT TO SCALE
8'
4' 05
E�
fir, T E
6' NICK PCP }•
CENBJT CONCRETE o
wwf 16 x 6. W 210 CONCRETE CHANNEL DETAIL AT
CROSS SECTION E-E UPSTREAM
(NOT TO SCALE)
fgN(4E' lE RlA£ fRAIN4GE U£A CN.CLLATICNS
ow, m ,claw • �I ,.�1 m�l�l wv6nu� ° � l liwin00l emm� mmm mmmrel
CTIo L-[ 10,0 �000
0.60 090 3, 6e 994 2.10 3.07 5.37
CTION C-C 100 0. 096 090 3, 6a 994 2]9••4-15 491 ]16
e59
D.mamn.a nlgmgn
N-Value =O.Ots —I.M =221
c.Rnl.aona ewe y (Ws) e
—Pula Dy'. —0 cm De m Yc (R) =0.42
nnmm Glcrsl = T.fe T.W. (1)
EGL
} ma.Sn:;H��W�»S..E,�'a�i'H.ace.ram,a.o,aw.m.,aea.ae�ay.aa,,rs.mea�ai
Dp r
{ a/41
6' TUCK P07%-
CBdBJf CONCRETE o
WWf 16 x 6, W sum CONCRETE CHANNEL DETAIL AT
CROSS SECTION D-D - MIDDLE
(NOT TO SCALE)
Daps m)
I.
•� — 2a
NOT TO SCALE
ImM ENvm)=)92.33 Degp�M19fl)p
N-Value = 0015 Area (sNfl) = 251
VebcdY lNnl = 131
ealcukll ty: WeRea Pemn(fl) _ ]31
eomWle by =... T. W-(M )ml =OAT
NnP.m o(ps) =e.63 Topwipn m) =es,
ENvm) eecllon DapW aQ
sN(m NOT TO SCALE
6'
4 4' 05
% D Carr i PC
6' TWXP
CREW CONCRETE o
WWf (6 x 6, W wm CONCRETE CHANNEL DETAIL AT
CROSS SECTION C-C - DOWNSTREAM
(NOT TO SCALE)
1. The msaimum slope of the sWclurc mall be I5:1 (6]%).
2 :w," wa a abail 6e provide0 as ,M1e beg6mieg aM <M of all paved names o 4
abuuM to-18 sbarnre.Thewamin walldull be as wide azthe name rinn 6
exreM al leer 1g irclas iero the mil below me enamel, aM nave a rhicknecs of 6
incnes. CLnain wdb mall be reinfarad MN N rcinfomng steel bars placed on 6-
inN aen,ery
3. Ancnar Wes dull be spamdara msaimum of 10 feet on anrer for lM1e kngN of the
Dime. Wlwrc no svnain wall isrcq ired, an anrlwr lug dull ne imulled M,Na 2
rem or we em or Ine name. Amnm mga are ro x as was as rh< bosom or dw
name c6am6i mesa m maN 1 foot Imo dro aoa xlmv m4 enanal am nave a
,hid —or 6 iemea Aeeno, wga anau a rcmro,md Mtn e4 rdero,deg s,«l bars
plattd on ainN antes.
4. The aurae cM1annel mall M1ave at least a 4in<n rM1i<kneu of tlsu A-3 mnaerc MrM1
welded Mrc hbdc (6 % 6 - W21 a WE.1) m ft ante, fm reinfmmmenl
5. EaouA leims dull be prmi- apprmimarety every sO feel. Eignmen-imR
doweb of 14 reinfeming steel pl—d on SineM1 anxrs snail be looted al all
rc,a d "pints.
REFERENCE GRADING PLAN
(SHEET CIIU FOR LABELING
OF THE CROSS SECTIONS
STORM DETAILS 4
REVISIONS
BY
9
Figure 3.32 Design of Riprap Apron under Minimum Tailwater Conditions
Outlet Pipe 3D'10 a h ee 0 N —00a
Diameter
u n n n u n n
(Do)
Iw=Do+0.a�„ 12o
--4 110
oTailwater> 0.50 100--
90 --�
80 a
Qc°`
P70
F�ecr 60
40 A �,
30
20
10
D v.25
v=75
v-20 -
v=70
d=12d_15d,18 d2 d
3 5 10 20
200 Appendices
-
50 100 200 500
Discharge (cfs) Curves May Not Be Extrapolated
10 )0
a
3
w
� u o i APRCIJ NO
D- c
4 03
a�
• PIACe STONN A¢OlM PFE Aro FEADWALLS AS n®® FOR cOAPLETE
3 STAe% TION 4T aJT'ALL.
•• W RAP PPRON 3 (I -W IS CUSTOM MD EXIENJED TO INCORPORATE TE
O RIME. TE POnD EMERc.BJCY �WAY. 4M) T£ I-EADWALL —N T
RK.YJT-0E-WAY. RR-3 SUPLL PROVIDE PROTECTKKJ TO T-E ENTIRE BOTTOM OF TE
CNANEI.
RIP —RAP APRONS
MINIMUM DIMENSIONS
STORM DETAILS 5
■ Nate: When specifying/ordering grates, refer to "Choosing the Proper Inlet Grate" on pages 125-126.
For a complete listing of FREE OPEN AREAS and WEIR PERIMETERS of all NEENAH grates, refer to pages 327-332.
R-3425-A
Single Flange Gutter Inlet Frame, Double Grate
H 9 68 ` ``
Heald Duty r r L
`
Standard Grate (shown): Type K
Also available with grate Type L.
a 0. PER. TER
CATALOG GRATE
NUMBER TYPE OPEN FFET
L
1-312aA i 2.1 e4 I t 1
R EIA 2a e4 ry>.
R-34251
Double Flange Gutter Inlet Frame, Double Grate
Heavy Duty 19 -1. I6�
— 0
401
Standard Grate (shown): Type K
Also available with grate Type L.
WEIn
s0. ff.
CATALOG GRATE . L EAL
NUMBER TYPE OPEN FEET
2.1 A W1. 9.4
�N25B L 2a 9.4
R-3429 to R-3438 Series
Square and/or Round Gutter Inlet Frame, Grate
Heavy Duty
a.
=�—
iR31ii L 'A Us N 29
IR 3g2 Apt To has l MEI..E
Sop C Aab Illustrating R-3d30
Dimenai¢na in inehea
catalog No. A B C E EE F G H
R-3429-A 18 It 18 11/2 161/4x 161/4 30"Oia - 6 21/4x4l/4 1
R-3430 20 x 20 1314 18 x 18 36" Die 31 x 31 5 13/8 z 312 1 1/4
R. — 24It 24 2 22x22 38"Dia 35x35 6 13(4z6 13/8
IR-3437'+ 36 x36 1314 34x34 - 45x45 7 2x4 13/8+
R,3438-A' 50 x 50 1314 48 x 48 59 x 59 8 1 1/2 It t/4 1 iB
rate uri3led in two pies¢+.
"Also available with grates A2C or Type L
Available with typo 0 grate with 1/2" wide slots.
® N6aNAN FOUNDRY
CLICK HERE to return to the Table of Contents
PLAN
IEENAH NO R-3437 IAV7.
JT7 FRAME AND GRATE
CC"
APPROVED EQUAL
C I' GROUT
CONC BRICK WALLS
\ OR 6' 3000 P.S.I CONC.
_ L
ROUNDED ENTRANCE
�q- \ \NVERT EL. OF� I� PAVED INVERT SLOPED
-\ ATCFI BASIN IS FLOW ¢ I' IN 12'
\ OF OUTLET
�ONC. SHALL SE
v4 a 12" E.WJ O 3000 P.S.I.
SECTION
FLAT GATE CATCH BASIN
N.T.S.
STORM DETAILS 6
t�\
o—
ol wn sig / T
_BETE__ _ E#—E uv oxer E—E—
®A
—
_� •� wiaR® �� �vA� xEna ly
B• PJC l\ wlHe
- - - - - - - - - - - - - - - _ West Rendon Crowley Road
— — -- -- _ -- = oaaTRaTav ENRNEe — —
uns a asru�Ncr=�-� J ______ __ __ _— _
fix- sllU-vy Q _a(
BAPPP BNYI E' \—�—�
\ � l
\ i � Na a roses w r3�Nar N.
I \
I \r
an m c mrll a tl
V. N639, P. 3NI _
\I1\ \\ 850 W. Rendon Crowley Road
\ 43,262 sq. ft.
\\ \\ 0.993 acres
6 a \
SEi P3E£ \\
\
I \
/ 6M
♦ AglrG � ,�Ys10E of casinirz:�� D,>€,
laxtl ran re
u— _ ___ uac ra IarEla o nE areare w� � Siacnff xr�vrar >•ra nn w ��
�i��, = sa saox� � us Arsom�a sr >m
c mu"w rim. mumw v. oar oxe wW0un�w ua cw A =W
aXa a are o0o a�u, eANrrs o caAe%e sous ff eaus FOP Aw eaAs ew.ra e♦wc
a ew.r rmaen sms ro W. eaAs m wal m rw:r ea u wrm as .s ama .•s rN sea °ems eam sa:
canFa oo rm vwr um mranw ro nawamr °w"¢mroe�s�awma .®m+"� °sw� �u.� a�'.r a.�
__,�____________ _ m Aaxs mnr reFwmr sans m ua �.
irarmtt' — wn a wr soau®m cwmE rw Ar �rssr I. im. ow mcwr wa soa® r♦o sca
eP�iae Na•naaz —�—vas_-- Pmrzcrc. oDra Fm
24� RY aA m —_
D aao,E,aEmN aEP m �, m tla �IPN�DN
mN� e� wW a� seams. s� rvN N.a eM
p Z_ _ _ _ ENsrts Rnc srceN ceAN oasess< acN aw+x v ,araur aEs
________ N axacrceanffrcN 'rsPN ra Roo xacm�Aro
_ � —_�— av�ra mlwwmx
ATN05 PN RAGS
V. BP. 899. DRT.OT.
ACCOeDPs TO i0 nE DESaa'iICN
—
\IB'tl
\ " LRAIIAG: EAEPBR
\ VA %o'Wi i rv51RAB>f x
�\ �• N. CIE DY6000CY3
I �worv� rexoaPcr
IY/ �wmAear =— E Du 000cn
\
Para Ns
E@NeIA ao Pmrer
E vson,Pm
I DRTCi
E �EN"rs a msiusuxe
.I TaaEARr TO
sravADE AffA N3acAiE
Aro R'�E As Nxssoer
F � EIRPG arawcnw —
'' Aa ?\coo
wTALL arr ,E WA4wr Aw ra3ocA,E � � _ � ' C(ow�e�lN\p�'( \\8
�� AB oaElGCTav wocrassB %�
soFr �ARAna Nme srce% =
ORPN NETS AW OFB! DRANAff FACNIE9 �_/ � ��
AMA
TGAIY � EAYI
vuasE atE�
as a E
. Ue. aTr a.n CAT, I ro B Parsa RaFEs.
wc•c
.sue sAxx aAr, I TO s P.Rrsrt uaR
NBG • D
PLL fFCN]J CCIJIKI NJ1R
McP1BIMI.E PE(ILLF9•fl115 ETC.
w aRlsoaTawa va�neos az
rnEN.s wcAT® oN ai
cwmacioa ro wcAre PCQLOJ]N5.
nwP row nwroirtAim oro
fUAks�
A,M YAn MAPiYAG
Zma a sFnuoEar
ro,E� :mNe1r Isau® Rae ar FacE. NET
rRoiECTaN �r Pans AN) reaps. Erc
D.Rw nE a'%u� a caSTRGnau swi �
Norm a nE TCP.AL srooaE Aro 4Es SEAD
ea a nE FRz cT �Nart eem�
a Ar Ax Awaolm, u sroE AaEA Hui
6 N N1 OaMINCE NiN PE NUR
fEgIATpN. OalRACTCR 6 cE5Nr5eo RR
CBfANG ANf Afi40VA15 Ka4ARYFALLIXY
Wz TE Devaaxl 6 na5 wuAID
coNmacrce auu ut ExruaE canrx+ NaE vxxa+G
vENaEnRI alwr n uEs Arvr DAunPE ro
nE F%eRG uanr PaR Aw unnr ucs auu EE
RYPA®IR3IACID Ai RE @lIRACraYS EiPeJ£
ACREAGE SUMMARY
M ACRE81
�PDlelaalmA AREA o.aa
� ar«ra Na,�.Fn Asa„ aaa
alFAYIDIq AaeA RECONarRUDTKKI spa
MFRYpNe RFA NJBTL'd1alRUDiKK1 ay
PBMdk APFA POeT-WI6TMIC1pN 0.a
aPFAYdR ARFA NGEABE IPRE Va 0.)e
LEGEND
NUmmx
EcalcrvPulm'a nEASRR mar aar EE Haan Iry Fzan a
NETS, ce N GIMNE.S D2ANAfiE WAY$ CP ea2e0W afCV6
AT R# a arvmAcrce arvmAcrce swu G].Nry uARE
POR AIJf DAMAGE CNSR Hr TIE ATS9JES PCIIANe
RoafG DAM46E W"a! MAY ObSR PE LO dOCxED
DZNU� Ai iLE CacoLsaN 6 Am PA.ECi. ALL awrE.a
NAGS WAY$ Ae0 DONNN DLb 5 N 11E Vr'tt ZaE 9NIL
EE EaFnG®a Avr sE�ea �� ar nE Prosi ce
DmosD® As A REEL of awx+ ca.+Pa nEASNx
CALL
DIG
ESC PHASE
I
1
hop
\
oil
SUNAUTO
6,566 SF
\ pi 8 BAY INLINE
\ I FFE:736.00 _] I f
j o is
to
3�
I � \\\ ..• III N I log j
\ \\ \ I Y � \� \ \ :;:: � — �•�... I � I III �II � � �� �_� ' o
\ J
--® j
-
12
IT
,cS
NA Bea E il
FR8 RI IN 10N,411'44
m 91 g
cn
i
cn
4 SUN AUTO (\�� 4 FREELAND and KAUFFMAN, INC. m
850 W. RENDON CROWLEY ROAD 1�»; `_�'Y• '' �'^�'s ' West St a A'a"tecr
209 West Stone A
0 DEFORT WORTH, TX 78036 0 Y Cxee vIIIe, sown caolno 29 29609 0
CROSS VELOPMENT SA FORT WORTH, LLC 864-233-5497 UI
0317 MARSH RIDGE ROAD rr111 e...,... _ i+ fa 864-233-8915
CARROLLTON. TX 75010 (489) 686-8847 41` o u m
a' (MINIMUM)
SwPP
BE DISPLA—
',_~SWPPP INFORMATION
AS SNORN IN THE G—
NDO.10 BE
MroNNGIII BOARD
DUS' BE
TEICTH 9
GUN, TN
THE sw1EP ocscRlvTION OF (BINoERAAND SITE
'I ON THE SINE
E= SITE
EX-NEGRARE PROFILE VIEW PAMERS—AGE
ifs-> , ifs. ..�f:- `� . ' • .
PLAN VIEW
BE
FIGURE 3.29 STANDARD CONSTRUCTION DETAIL - STABILIZED CONSTRUCTION EXIT (1 OF 2)
REVISIONS BY
NOTES
SILT CE
I E LOCATED IN
FROM
NE.T
f �iv�i I I I (SEE D E NLI
NEAR THE MAN ENTRANCE OF TNE STS —
THAT FINE DOCUMENTATION — BE READ --OUT
ACCE—D THE
2. RMUSTBE° n'TTIP'AINED 1. A
POSTED
TT
3� SOIL/SEDIMENT ��
AL` DO-ENCE'T
STOCKPILE AREA
Y
- -TERMINATION (Norj IE Fl o To�T E
STU
NN
3
ll
,
.11.E FNRRPGF
ESE
D'ER ITT DUATI
PAGE'SIORIM
DRIGINAL GROUNDBE SURFACE
Z
4 CONTRACTOR
0 uTMNTR L RELATED1NOTES
REOUIREo Dv THE
1 SILT FENCE TO EXTEND AROUND ENTIRE PERIMETER OF STOCKPILE, OR IF STOCKPILE AREA IS LOCATED ON/NEAR A SLOP
Q
5 RUISEQIETT 11111T 111-AlIN RESWE515 oR
OR RESPONSES STHEIRHALL BE PGSTED
ON
GPLIOCATED
THE SILT FENCE IS TO EXTEND ALONG CONTOURS OF THE DOWN —GRADIENT AREA
2. IF STOCKPILE IS TO REMAIN FOR MORE THAN 14 DAYS, TEMPORARY STABILIZATION MEASURES MUST BE IMPLEMENTED
!S�
14 Q
e HALL ESTHE
OLTRDE OF PUBLIC
OF AY AND EASE.ENTS
3, SILT FENCE SHALL BE MAINTAINED UNTIL STOCKPILE AREA HAS EITHER BEEN REMOVED OR PERMANENTLY STABILIZEDFIGHT
1Q Q sb m
T "N'T ISRESv,PPPBy THE GO_ HIS CS" ROMRAPONSRS IGNPROVEO
STABIu 0
4 THE KEY TO FUNCTIONAL TEMPORARY STOCKPILE AREAS IS WEEKLY INSPECTIONS, ROUTINE MAINTENANCE, AND REGUWi
SEDIMENT REMOVAL
TOOF
T T FENCE — BE BRAGER NO THE RF
THAN IS, MA
���
�T GMRgS
8CE�LBESREMT IN m NT�NO FWEFER
�WR�
%KG
B E
SWPPP SIGN
TEMPORARY STOCKPILE
STABILIZED CONSTRUCTION ENTRANCE GENERAL NOTES
1. SEE NCTCOG STANDARD SPECIFICATIONS (2017), SECTION 202.11
�. THETMCKNESS SMALL NOT SE LESBTHAN B DJCHES.
3. ONE SHALL BE 3 TO 51NCH DIAMETER COURSE AGGREGATE, NO CRUSHED PORTLAN
CEMENT CONCRETE ALLOWED.
4. LENGTH SHALL BE SHOWN ON PLANS, WITH A MINIMUM
LENGTH OF SO FEET
5. THE WIDTH SHALL BE NO LESS THAN 20' FOR SITES LESS THAN 5AC, AND 30' FOR SITES
GREATER THAN 5AC, AT ALL POINTS OF INGRESS OR EGRESS.
S. WHEN NECESSARY, VEHICLES SHALL BE CLEANED TO REMOVE
SEDIMENT PRIOR TO ENTRANCE ONTO A PUBLIC ROADWAY. WHEN
WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED
WITH CRUSHED STONE WITH DRAINAGE FLOWING AWAY
FROM BOTH THE STREET AND THE STABILIZED ENTRANCE. ALL
SEDIMENT SHALL BE PREVENTED FROM ENTERING ANY STORM
DRAIN. DITCH OR WATERCOURSE USING APPROVED METHODS.
T. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH
WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PAVE
SURFACES. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH
SURFACES MUST BE REMOVED IIMMEDIATEEDLYY..NTO PAVED
B. THE ENTRANCE MUST BE PROPERLY GRADED OR INCORPORATE
A DRAINAGE SWALE TO PREVENT RUNOFF FROM LEAVING THE
CONSTRUCTION SITE.
9. INSPECTION SHALL BE SPECIFIED IN THE SWPPP.
FIGURE 3.29 NOTES FOR STABILIZED CONSTRUCTION EXIT (2 OF 2)
—IN
EDDEDTPLAsnCUNNO—\ 1
DEN�lT�1EBM
,OMILMINIMUu xASTIC LINI�J I THERERPIASTICL% NO,
Y�
CONCRETE WASHOUT PLAN VIEW x...
,x„IL.MIxINUMNA,:HOIIxIxO ��=AxD�D
CONCRETE WASHOUT SECTION A -A
CONCRETE WAHSOUT NOTES:
1. WASHOUT AREA MUST BE CLEARLY MARKED WITH SIGNAGE NOTING THE WASHOUTAREA
2. WASHOUT STRUCTURES SHALL BE CLEANED OUT WHEN THE STRUCTURE IS 75%FULL TEMPORARY
CONCRETE WASHOUT FACILITY SHOULD BE MAINTAINED TO PROVIDE ADEQUATE HOLDING CAPACITY.
FIGURE 4.1 SCHEMATICS OF CONCRETE WASHOUT CONTAINMENT
HSE,OF TF�
e
�Aaar u �s
0
Q j
� OJ
00
1..) 3: 3.03
03
HpFffy�s
QU3 `tea
Z OO F
V! Z .0
¢ 0
LL<
ro
O O
D U
Do
Y �
IX2AWN +
IRS
ClECK®
O SCALE
5
As saWrl
azAwr�
ESC DETAILS 1 C31
ECB ISOMETRIC PLAN VIEW
i
j j \
ECB OVERLAP EXAMPLE
FIGURE 2.8 STANDARD CONSTRUCTION DETAIL -
TEMPORARY EROSION CONTROL BLANKETS (1 OF 3)
S.dd.g
:m area:.
dl—
a a nmMa w waam I.mapapeaap. w w remu»h M1wM1 w.ur aae wmpat rvpea
u Ia,pNpe a.nawaal u
`M"a«wa'°0em�a' � o w"N; 'a1epa � .r reul�aae °a` m�w�a °sire's ap«irree w a iaroaaapa
' «eanr«.nwe.wy.nor. rew.au.I rot.
Tlu�:oJ am�Ie eammmwwe pM �am wmrro b Imt me miBm m ue ar.ss anal �a ea«m a
as«wa a a . «Name° wn.a as awxau ppmmm.a as ep..sNMy w.t ar
nN, zyetem It aenu, mkNy manor mde ImpuplrpM a minimum epA
Iceneas p10.25 inMefiM1r
• Sm aM1eli be gan4a wlm69aeyeaMnbewnvema.
• Nary sd.pea ro areq zunngit, pwwven prepares aaa INa Or wammB amNaiareN «ter m
• ceuwauOM1NwNereaimmm'worry elmrmeyare panma.
Temlwmry Vegetation
uaspn � gaming n sm remnmemm qem speaas br ue xonn cemrel Texss repbn Oepemir0 an are
b1. 2.4�1.teamd.d Gram a�rrxarT. ra I--CC-t-1
w4m1
6ep1-xm sB w®mrr�vmear crate 6
wnaal(ad, wH l«I uo
Mart-a.rB s1 F a oI sa.o
�1S-MW91 mrel Ryw
t-Dapst Aa m.6
_ �a<I.�Dmmp«eea..fila,.aa� maamll�.maa,�r.,..a.a«aaaa.awm
Wgatatlon Tor FinalSMbiliretlon
mrvbe�
ualry mo
more wxw vy peanv'un naR<wnereawll nea�'Mimp�ia sal ol'un ve6emtion by aeearn�pBS
isniip final smbiliralio� ran M sown N am same time as ueairq Iw Iempwary
ermuwal �vegemmmbl0 vbBemtbn x remmmeneee mN« men exo0o es a ImP
eumgewnae«�a mre be Norma �eWua la ssmxrsn neuve
_M, but maim rgaeneceve 1. reu rg wl mdeNretw Oe reawgenm.
mto
veBa.10 ccss
Apx ,Ianua azola
NwlxuKtaMr OF STMIeStrOc.
�9�yPq(s•_
6L9f
M4
IT
FoR
TOP OF SLOPE ANCHOR EXAMPLE 1
TOP OF SLOPE ANCHOR TRENCH EXAMPLE 2 r,...a
FIGURE 2.8 STANDARD CONSTRUCTION DETAIL -
ANCHOR EXAMPLES FOR TEMPORARY EROSION CONTROL BLANKETS (2 OF 3)
mewam.arxa Gmaa MI Ha.I smNl= er Uw.fi bb�xrgarNq.l
aim rpae.iblVFu..s.aP>b ne 1 gwuxAlRgF� Jwaaam
HF"pparo
awm zi os
P NI s F ��e Ia.wal Ba
9wnervMl Iue Grams eaiuwull O.B Sanepompseewa ass OA
W I4icu Gman8prarglamp 0.9 GrcenS Ift, Od
B.�u. Gass 13 IFni�l to
F ry6 lakgreu rtane l bUl
IS
pie D
Bermua�m�awe
m Fary81_ a"°I BenlaaLL t
xa ores sam taaa.l IS s." a IS
to
IT- llrrcemmanMa Grw Ml reror Flne Nltratle rer Uclan
� Tra+ar sm
m
ruoAaal ru✓AmN
JHa�ewaa preaembp reaebmp oa
Famran t- sN �a crem.mawet >°crama m,m ss
an io'B're°� r..re.l t.s sem oraa6pa m tG oa
Feonury t- S rengbmfipl 03 t 9.6 uaabB�ass9mwi.t oA
ay 8 Bvaakgreu rtaaal a reu
ewm aB 2A Gam oro0pseea M
m F5- gv ua praaGre°'� Swnglamp
wvmww waumwpl.0.I- sows. u„
vpeucen mrnare eVmr�mmnmcnennax recuxaegresses batare rolerant pen'oalcinunaerian, auto
u e«mu s .KenmcM bHeB a °rase-Iepume maura
EROSION CONTROL BLANKETS GENERAL NOTES
1. BEE NCTCOG STANDARD SPECIFICATIONS (201]) SECTION 202.15.
2. EROSION CONTROL BLANKET SHALL BE INSTALLED VERTKALLY DOWN SLOPE AS SHOWN.
30&STRUCTTIIONE ITINNTWOULOPREVENT'THEB"L CKETFROMDIRECTR ONTAGT WITHWE IFW9HED
SLOPE, SHALL BE REMOVED.
A. ANCHORING METHODS PROVIDED ARE EXAMPLES OF THE TYPE OFANCHOWNG THE ECB
MANUFACTURER MAY RECOMMEND. ALWAYS FOLLOW THE MANUFACTURERS RECOMMENDATIONS
S. INSTALLATION AND ANCHORING SHALL CONFORM TO THE RECOMMENDATIONS SHOWN WITHIN
THE MANUFACTURERS PUBLISHED LITERATURE FOR THE APPROVED EROSION CONTROL BLANKET.
PARTICULAR ATTENTION MUST BE PAID TO JOINTS AND OVERLAPPING MATERIAL. AT A MINIMUM.
THE END OF EACH ROLL OF ECB SHALL OVERIAP THE NEXT ROLL BY 3 FEET AND THE SIDES
OF ROLLS SHALL OVERLAP A INCHES
6.IN ABSENCE OF MANUFACTURER'S LITERATURE. A MINIMUM 11-GUAGE WIRE STAPLES. &INCHES
7. AFTER APPROPRIATE INSTALLATION, THE BLANKETS
SHOULD E HOF 1CHESTDLENIFOIRACNTH ENTACTGROUWITH THE SOIL. SECURITY OF THE WP JOINTS. AND
D.
8. INSPECTION SHALL BE AS SPECIFIED IN THE 3WPPI
FIGURE 2.8 NOTES ON TEMPORARY EROSION CONTROL BLANKETS (3 OF 3)
ESC DETAILS 2
REVISIONS BY
Y
HSE,OF ]Ftv
e
wea. rr m
r
E co - e
M x o
Oo
O L 0 .03
HpFffy�s
Q U 2 `o m s
ZZ ~ ~wx
0Ccw2
fA00
LU w
cc Sac
LL ro <
ODo
O
D U
I
IX2AWN +
ClECK®
O SCALE
SCA e
AS SgNN
IXZAWNG
C312
EKIST. GB I LOLL LcEELE�L<«�i� xlx ExsEDx.x.-,
F<E cF<LL Ec 4
En '�C LCC LL««t. ACTAS
F UTED Birv� `C LILL�C( IS
FA-TGEN �.I
ISOMETRIC PLAN VIEW
T� ac
,�\ ILiFEx�
xE GI FENGE
SILT FENCE OVERFLOW STRUCTURE
FIGURE 3.28 STANDARD CONSTRUCTION DETAIL - FOR SILT FENCE (1 OF 2)
SILT FENCE GENERAL NOTES:
1. DESIGN SHALL SHOW ON THE DRAWINGS THE LOCATIONS WHERE
STRUCTURESARE REQUIRED AT ALL LpW POINTS AND AT A SPACING OF
APPROXIMATELY 300 FEET WHERE NO LOW POINT IS APPARENT.
SILT FENCE IS TO BE TURNED UPSLOPE AT THE ENDS. UPSLOPE
LENGTHS SHALL BE A MINIMUM OF 10 FEET.
3. POST WHICH SUPPORT THE SILT FENCE SHALL BE INSTALLED ON A
SLIGHTANGLE TOWARD THE ANTICIPATED RUNOFF SOURCE. POST MUST
BE EMBEDDED A MINIMUM OF ONE FOOT.
THE TOE OF THE SILT FENCE SHALL BE TRENCHED IN WITH A SPADE
46
R MECHANICAL TRENCHER SO THAT THE DOWNSLOPE FACE OF THE
TRENCH IS FLAT AND PERPENDICULAR TO THE LINE OF FLOW
B. THE TRENCH MUST BE A MINIMUM OF B INCHES DEEP AND 61NCHES
AND BACKFILLED WITH COMPACTED MATERIAL.
8. SILT FENCE SHOULD BE SECURELY FASTENED TO EACH SUPPOf
POST OR TO WIRE BACKING WHICH IN TURN IS ATTACHED TO THE
POST.THERESHALLBE A&TOVERLAP, SECURELY FASTENED
WHERE ENDS OF FABRIC MEET.
REPLACEMENT SHALL BE MADE PROMPTLY AS NEEDED
8. SILT FENCE SHALL BE REMOVED WHEN FINAL STABILRATION IS
ACMEVED OR ANOTHER EROSION OR SEDIMENT CONTROL DEVICE IS
EMPLOYED.
OF HALF THE HEIGHT OF THE FENCE WE SILT SHALL BE DISPOSED OF
AT AN APPROVED SITE AND IN SUCH A MANNER AS TO NOT CONTRIBUTE
TO ADDITIONAL SILTATION.
10. SEE NCTCOG STANDARD SPECIFICATIONS C20i?). SECTION ZM.S
FIGURE 3.28 NOTES FOR SILT FENCE (2 OF 2)
G
1' 1' CITYOF�FORTWORWEITREXAS
CURB INLET PROTECTION
I I
ox eoTx S,DFs csos.x„IR aRwc
_ IFASS.
FITI .T= xt OPENING
As xEEDED CROSS SECTION
PLAN VIEW RT
PUCEV" LOMEE OXANACT SIREET
TYPE A CURB INLET PROTECTION
PLAN VIEW CROSS SECTION
ALTERNATIVE FORM FOR TYPE A
xox µDTI aTI.eEcnw CURB INLET PROTECTION
FIGURE 3.6 STANDARD CONSTRUCTION DETAIL -
FILTER TUBE CURB INLET PROTECTION
I I
LI I�
+—i
PLAN VIEW
J DETAIL FOR TRAPEZOIDAL DITCH
1 p®01� SECTION w Saoslou cw* t
cmTRa eH rcIT US. TDR SR1111. PPPuc.nms PS sxvvx Dx aD
SECTION A -A
TEMPORARY ROCK DITCH CHECKS IN ROADSIDE DITCHES
X DETAIL FOR SPACING BETWEEN DITCH CHECKS
RACK CHECK
DAM DETAIL
ESC
DETAILS 3
REVISIONS BY
G
HS—. TFX
e
DAaar u �s i
O
O
¢ To e
M x o
Oo
OJ�3��
�o
� QFffI�?
H ix�
Z Q>O> pHpgr
Z> o�OF
LU W
gam°
LL So
<
ODo
O
D U
IX2AWN �
rRs
aFCKm
ovzonoa
SCAie
As saWrl
D2GW W
C313
P ANT LLST
2 O.ix OLERCL6 TEXANA "'AA' 3' MINN. CALIPER, AS 2000 EA X
OAK 10' MTS B SHOVM 2 4,000
2 FM ACS3 "n RED MAPLE 3' MIN. CA-1 , A$ 2 O EA X
— 'RED Sl1N5ET' p' MN HT. BB SpVM 2 4,000
2 ELM LILIAIs PMERICANA A— 3' MIN. CALJPER, AS 2000 EA X
MN HT. BB SHOVAN 3 • 4,000
- ,/ RB CERCIS EASTERN 25' MN. CALIPER, AS 700 1 A X V GANADENSIS W..D S' MN. HT, SEE SLp`MJ I - ]OO
O LAGH25r4FOFl.YA MIISKOGEE 25' MN. CALIPER, AS Il EA X
3 CM NDICA X ALREI CRAPE MYRTLE S' MN. HT, BSe SNOVM 3 - 300
nAJSKOGEE'
E LEIJGOPHYLW—AS SAGE MN IS' M MN 3GN„ ftAL AS
y�l TXS g21JiESCENs HT. gpVAJ WA
25 ® HT. I—VIFL L MN N. 1 IS' . FILL
YUC LOR4 R® YUCCA MN O.0 WA
3L1XL6A MICROP.IYLLA IMNTERGREBJ MN _AL,— 3'
32O BOX PONCA BOXWOOD MN IB' HT. OC WA
LIGL6TWM SINE3JSE sUNSINE MN 3GN., ftLL 3'
'A Q LIN 'SLI.'NVE' LINX;l15 RUM MN IS' HT. OC WA
20 O DMO TO RA 'WI-EELE'S DWARF MOCK MIN, —AL, FLLL 13' WA
DWG. ORMIGEMIN. 12' HT. OC
BGUT �� A SIDEOATS MN3GAL2'
''S O CSOL WLA GRAMA . . FiLL OC WA
12 O YPR LLEFOLIUM V 5 YARROW MN. 3GA-, FLL CZC WA
40 LS SALVIA LYRATA LYRELEAF SAGE MN. —Al-, FELL o. WA
RAMNG NOTEALL SLIPL ES, GRASSES, E GROJJDCO`/ERS SHALL BE 3
GALLON CONTAINER SIZE ACCORDING TO METHOD 2
LANDSCAPE NOTES
1 ALL PWlf M41BiNL SHNL BE NRSBiY C410VN AID SIWL
tartan ro TIE ST Arep SrccLCArprs AS S:T
FCR'nl BY TIE —AN
Aa IX.V. GF NR592YAEry W'.
s Aa RAxrs MbT eE IF Lin. weL ceArla�. smASNr
TFNCD, w IEncED. P.� CF D5EA5 AAD N;Ci
NSTATIW Aw LR£T AL sEcr-� r,Eareears
0 ALL BANE — BE COMAAIE? CRWUN 02 BalaJ Ares
B.EAARID A6 NJC4rBJ x nE — ORT
A ALL PNMS ALE 99ECi TO iVE PRROVAL 6 INE
I NOSCAPE A UNCCi �T4E LUTb, NO AelBt
MTAuaT6x
S ALL IRS NEST SE Gut® aE 6TAFm AS SNCvm N iVE
DETAL3
A ALL PwnrvG AREAS "T W CCAR—T MAa® A5
SFECi�.
] PRICE TO CabIRCMAI WE C SWl BE
RBLOK�.E FOR LOCAIAG ALL IABEhYJIM LIMES AreD
nE� Avcm DAMAGe ro Aa NUIP aRA1G TOE curzg ce
VCkx. nE CCxIRa:6 RBiaERE SRMi TE
EPunnG
AIR AND ALL D A TO
URIIB. MCIIRES SIZ Sl
APPlmaynre� ETG vACN OARS AS A mSLT Cr nE
WN)SCPFE CgSTF.CTM
0 nE CCNIRMiCR S G®aSB.E FOR 1ffiFYNG ALL
awMOES :V4WM ON TNT P.A S Q'E wlfiG nE
WOIK
CONNACTCN S �MaE FOR FULY MAMANG
OxmIMG M xJT RA TO wATB.RG. SRAYAG MACHG
F8 ETC) ALL RIOT. AW L1VM AI£AS INR nE
vKKC 6 6 AftHl®N TOT. Br nE aNCe
D iVE CONNMTLR Swa COM1EtdY CUAPANiff aL PWlf
ANTBMN Fce A remo a aE B 1EAR ¢GAAaG a nE
1E Cf TOTAL ACCIDfAIYCE 1VE COxmACTCR SHaL
P OAVRY MAE PLL 4B'IACS.BdfS ICI£ CR AT nE BD
CF QNRadIEE R5!gD
CALL P aacK
DIG R�FWD" a
LPraSCAFE IRH. SR,B,
aL EiaAD CDl6t
RPMNG es Al1CHSt
aaG vAM cux�aAL
GPACE LAWSCa£ FA&D
ANara Prs
Vs T
PIT
TPR SHALL ff W-i0 PCMDE A iB,Nelp R TCN RN£LT nE ADEg141E WYffiAGE LOGATB) NSSE TLE IIMY FLPN FCR nE CC6ATW SNWEM.E1Bt LCCAMNL
TOTAL
G.000 PTS
l AM 0.AM NA1BlNL VAR]J CES. 1udS aRORN CR
Daa.1ATa wince To TOTu Ao�rAME a Tin N'cRa
Suu tk PRaART B3AOSH1 fIXM nE $IIE AreD RBIA(ID
alnTERIAL a nE saE sue, awNlltt, AND s¢E
w aL HAM L6r �EaX' rlas
2 O ALL FINif ®S, iRffa DaB ALASSB. ETG SWL RE�YE
3' Cf 51SC® NAWwOOD BARK MLCN TLE N]LDF A d
PoOL CW£IER MLCH RING ARafO ALL PRaY� iR35.
S LCCAn(M CF ENSTNG BJwD LIMY US SOWN CN 14E
Ras ACE BASED LPaI �i AVALAaE N=02MAnCN ANJ
Am TO BE OaGILEW APRm#MIE R SWL BE nE
_ a ne canRAl, ce To SFr Tle LacATaN
Cf lRIl1Y LNG N Are0 AD1A(BR TO nE WCId: ARE4 iVE
CanRACTCC 5 Q.�YbaE FCC nE IROrfCnCN CF ALL
MMY LN$ DING 1VE CbETFCT%w P3pD
a SA/E. CIEAFY MMID F®E5IRIAN AreD {SCAM ACCESS
TC SOLID. u®. arem FwnLaJ AccORDM TO nE SOL
16T ISCRf. 1VE£ C2AS5 PWAS SVWL ff S®® VAM
®ARAM &ASS 5® ANl WD A5 SOOwN CN SE RAN nE
CONIRACiat SNa WAl& Are0 MAMAN ALL 4tA55 ORFAS
WR A NEALSIY SiaE 5 ESTAaEM1SI.
I/ Aa RaMN6 A4aS NLnrvG PMaG LOT 5wa5. Sw1
CfIMAN SClS SJTAEIE FOR T I.N ALAATBSLLS 9WEE OFAN
aG FCff CF al CCNSTR.CTICN BN,S rVE TOP 1R10
CR OH
—t 6 SCL SNLL ff LOO;E F NOE/CISLY CaTO A, R
SlaORlOW'4JD B< rILAG S[ AEASIm i0 A
D�Tu a rva F� nE Ta � PrtcS a sa suu ff
DEAN TOPSa. ce On13t nFeu Say AL9r® WDN
CR6AIJC M4rEflAL rH5 REa.RdBlf SHALL eE HET RAP i0
Cx 11E SIZE THAT 6 NOt Rfgf✓m LO RiFfan lVE
LENSCAPE OFffiATLMI AL50, F NSFFICHJf 1CPWL 5
� Cx nE INTO
nE CCNT¢ACT(R 5 i0 REaam xAVE
TO— eWUGur MO nE SOE FOR nE WfSCAPE
CeEQamN
N tIE IXMRAORR SINll HGJLE INNS ®PACKAGE TS A.
AID IXCAVAICN 6 ROCK Ae REaR® LUTE iRff
0.AremG To MIME SYMAL CF nE _S am To FRoviE
Real To nE plwx£ CF mnFf re cF omrAIGY
caNmacT xr arr/ca.Am roR nE snE NeR:CTCN Lxx
anE,ETaN of wmssaFE xsrauT6N
M wlre B
Nln DYOMdOD
W.T
GROUNDCOVH2 LEGEND
�MDA F
4t0.55 SCO
efRMDA
GRASS SB3J
FOLK MLCN
HAWWCOD
MLCH
PE@nANBJi LNG
$E67N:' RAZE'
F�TM.OA CH2A55 0l11ID1
IALOND - &tt LBS P�
I,000 SF
PLAN NOTES:
L AM NE5 CR SR.BS rlNi Am DEAD, D11G OR M59G WfSDE TIE SCOfE CF ON, QRfBR wCRK
H30 TO r0 64wCE CF CBnFCaTE CF CCOFaCY
2 PLL UIDSCAfE �S TO NAVE !FART iRBEVED e® BIGE am NAl£ d' MOAM C®M DF HdR0NCC0
3 PLL rRH,F aL S A SOD
SHALL O%(91N1H1 NiM U9lIM RAN PRpR ro 16fN1ATM
All N54 PANT MATEOAL Area SAREAS $WL FRGATW
5 Pll SFBS i0 B: 3' BACK CF CLW
A ALL CFFAs CF D511�N £ CUfSDE OF I.MDS^.APE Ca�S SWl � P&0� N11H f88 II fESGE
BD Q SW
] AM UROY CR TO STgCnNGLO PaEs. 514E OR& FEAnAE MAY NJi A W W IN AM RCSAfID
wDSCAFE B.Aro N 9KH A MAreLJ3 ni4T Wn.Jn IM41ME nE REG.CED aaeOcSr 11 5, SMBS.
E
fl RCF&tT RMEP 6 REaaEaE FOR MAMAMG ALL Uroa'APAG LNt ^ NGAfMb 1NF. AND
RASanCN MAtmaLs eon+ ON sE Aw rmE nE ROVI.
ND $AVID OR PROPOSED
TR�.S PJ� WIRN 1VE
sv1EAnA BCUDARY INMiS
ACREAGE SUMMARY
ON ACRES)
�ixene� NRnnm AREA
77.—AREA uR
MERVRA@ ARFA PPFCpD1R1DlpX ODB
fERVI011A AREA ME-CIX1911tlKttIX �
MERYRM@ AREA POOTCdIB1RUD110N
�pRIq AIEA PoBTibWIItlKMMI R.a
MERvwR uEA xDRFAEE IRRE vA Ra411 an
IX
pN%'J 63o`rtm. INSTmnXYJAL IEES
_
A CF RM CF NT 9E ACEA SIAll BE
w,Du Br uBNc aE a nE FcuuAG
NO Hass
En ODS
aE srTa LeeArA A a FINE sAJLas x 9g.
5D ° FBB, CR WACTNRJ
na20F. OF RHCAdm LNmSGAPE, ce
m' CITY CF NRf w
V 5I30,
2 FORE ]5 5alARf FBT. OR FAACiDN
rl OF. OF LOtaSc' A A
AOSRRS Tot
'TME aR
O.AST& a A sABS Ares ceAs45,
masTAG ce A AfJ1ARA ce R.E ftANrs nr�
_
/ R)oFc
sAuxN N � Aw rccwm vmu EMM
1&AG maRB.B05 FRaA nE AFF¢OVID
ORPfIE
N1.X-0OB2 W1PJ
NAnrE RANT ueT FGRD N iAaN DIXM 1N5
EECMN CF CCCEI RANfS MAY NOT IXCEm
K' CCN]tEif "�
FGR fez ry NE40 x tlE RfgCED FROM
I
J
YAW IX6TIG NAIIRAI VECtTA1DN 9W1 ff
�ID NH31 �,RE
IL W� Pjyef LCLLe W 4� ORDxuA"F xJt�
roTx �rc n�r€n�� dsux � 1ow na
'
RMRG ARFA . 456A SF
DJ.PSTB? AmS 39d S
/
Access DRNE AmA am
TOTAL DW.C.'lla} D,TIt 3 10.R5 ACI
rE< 5nE AQFA . 03151 - D.JY! . $� yy.°�{7IR1
�
nNMx OF A1v AmA � 3�OYe[xMxm
N]cE \
55oe x I Sou sae A5 SEAL seas
\
\\
OPWN 1354 l Fi • .
A333 % 5 36AL 9GB OR aEA55 -
Nwmmm
PwiSx
PaM 1
BV
O SF 6 WOSCAPAG PNYm®
a 36a 9a1R5
SOFi.I
DA.iO
B
FROM YARD -NC
5�
Ems_
A MNAAI OF Fit CF ALL ccWm9 LPICSAIf AREA
swuL � LocATm N nE Pzavr ram BErnr�J nE
�,
slur, IRE Aw nE rt>crvr rACPBNY IRE Fce
LOTs wnry METRE stc,£r FmNTAGEs a LTAAM v
n{ CF aL RE'AJ® IxESCae SNNL ff LOCntEO
N nE YAW POJACBJt TO nE SIR&T NiTVE
GmATEr PA —Warr E. CROwEY ftOWA
ROAN NDVM'AY mn
.—x X0]5.Pu
an • NR i rm
Nm m•
b3 LCCATHI N PXxf —Al ASn
9NJY. LOCATm N FROM 6N' AT 1.
swL ff Dc{ a nE RXA821T Alien eta
OaCSmW. LaD L®
TOTA PARta ACEA • 43uz g
d3 % ONTO - 2A99 3 OF
aS6�
A LnmE CaCvr T� - RA00 g
AIM CANEY iRff - WO 3
3 SHRLL GAfpPY rm?i - 300 g
TOTPL ARE4 D Ili.$ &Ql
D I G A 51 PRWIL® CPNOPY IRE MqY B'c
wTµa'&T OF PARrw- AWI.
TOTAL PAA]G PffA MN4 3
1R90 X OAO fllte 4 [F
FFRVIL®
LARGE GENYY 1� - R000 1
I A�LM CAreCPY iRffS - 1W 3
3 SAeLI CANJPY rm?i -'AD 3
tt1YPL AREA . 0 ifBS • 9000 SF
AS SOE 6 I TWry I AC@ N AREA
CRDNNCE N]tES,
Rei CWPIBt 9. MIrLE to (F RE CJIY OF FCRf WORx ZCNG CRDNNCPa, iVE iBnA TET 9E AC£A' FOR A
ULtYB.OB) SHE WAOF
ALL A O OF A 511E EXC@N
A INE FOO1RWdf OF REC� 9AM 3 AreD ORet f SrtLCNfB, Aro
S AM BF�'ARD AREAS RE(Y1ID BY CNAP]Bt A. IRON 0
F1S L V. AmL1E La OF nE Cm OF KRT WORTH IRONS Cmxa✓;ES. T1E Tarn 5 uCnFP 5
'A10'IHG OaE1RCON OR &ECrB) VAIN A —TOO
FCR W 14 A N4WBTARE RRP035. VACN
aG. 5 LOCArpN ON M . - CC A 10 TO sa.ETHG VNVNG A LOCAnaJ CN OE C tlIM FOR
94kt£ TINS N— 0, 6 NJi G.II® TO PD4ffinSM 94S aDBOARDS aE GCSt� PAreBS DJf IXCL13tE
ce asrcnuAr FECES ce BaRaAn aR mTARNG waLs src+A0 Aw alms'
RSt aLAPIeE A APT YE 3 CF 11E alY OF FORT YKRM ZCNG OWNWIES. iVEff ARE NO AWUCAaE
aIRffiYAWS FC2 nE 5N aR0 CE4H.a#80
• aLAPIER A ARIICIE 1. Ci nE Cltt CF FCM VJCRM ZONJG CRDIUNYS TENTS alBli6 ARE TO &
WOV�AS FgLG15..
« CAreCVY TRff NTM 11PMK CF'WM ND1H OF 50 FZET N aARfE]Ei. TVIO rNJ16A^D 50OaE FEET
9'ACNG a ao Fffr a man,
« LN cAMFr try vaN TtRCA1 movm vaTx ce » FEET N Dw,ETEe gls+ xJrDmD sawE FEET
EAMAA s+AaG a u F,£T w ceuleM,
« SMLL CANOPY 1� N1M TrvICAL CNNJ WDnI CP rBd FEET N CJALEIBt. (IE HAEEI SGINm N£T
RAMAA SPACfG a Barr FffT a cEneM.
LANDSCAPE PLAN
Y
LL
E E a _ \\ E E ae4c rml , _a__
$' de o—a_e yI _A j�DT �pgyr�t 6�EISSc— —ado 47jgp L
% D�� } 7— — —v— Ives • — �V r - r" �3Y — - _ol--__once ter,
/
/ R'1 water �\—
_ / wlvEe� yAXGYIL / i9a<ion \ �
-------------------- iW MNfl3Y['
_ � West Rendon Crowley Road
_______{_—___--__—___—___—___—___— Ea51Mc RHY'STCOA ceAN
_—_--_—'----- — __—___—__— _ ----
__-- __
,1' — -- —
____-- _ -- P1wR'S FN RPGS
MFA R—
4!0'•I- b AM 9 • - ' _ Aft TO M CESIX4TION
PeJR9 GRADN;E
EP
vas xo'rm.
� � a caxffre er 0000re •:
I(
�
7
1l yl,
i�
-..:
.JIi�.,-.,
71► e .
� ®.4.
c �'iI��//!iJ
III. ..
RBtB abP M
M M U3IIMa00
DRTGT.
C oW\e 1 \01,
I
NO SAl'ED OR PROPOSED
TREES ARE WI1VN 7LE
SWFMA BJLWARY LMRS
RAW JbT
s[enFlc dae coMw[d 3 � SALIAS 2000gE X
IX�OLb TEXAN4 OAc� 10' MN. uT, fl. SHOWN ,WO
A�ICU M 3 MN PER. AS 2.00Oq EA X
SUNSET 10' MN. uT.l fl. $G1Mq ,000
i MN PER. AS 2AOOX
o N
gE
AMH21CAN4 A EIM�o M. I-fl. 9101MJ .000
25 Mu
�CERGIS TC-RN AS TOO EA %
AoaslE oan a' M: CAL— e5s' SHOWN Too
LxTRoanA Ma�ac� 2s MN. cA Pez As loo EA X
ND IC�XOGEE EI CRAPE MYRTLE 9' NN. uT. eEE SHOWN 3 - 300
TEXAS SAGE Ne'�� FLLL
FRUIESCENS I.R. SVgWN WA
—AMN�— LI
P�MRORA� OG WA
IJSNMCROPUYLLP WNIHN'<f<EE MN�3G� LI 3'
N �xwooD" GG wA CALL
LIr�LST�IE NSE sL„�,,,� 3' DIG
M3�� F
PP2oiTPLnr,Lsretnt HrLLL GG wA
.......... iE.s DWA,•zF Moc,; vGAL �Ftu 2s' wA
WARP O4PHGE OG
WAC
"If' TS 3 GAL Fu-L O.G2 wA
CIRpTFBpII.A GRPM4 —JL
=
MLL�.4fa WHTE YARROW N 3-GAL. FU1 020 W4 '
SALVIA LT¢ATA LYREtEAF GAGE N I-L, FLL1� O.G WA
RAMFG fJCTE' 13.W0 PTS �"99+ow` "wr"a'w+Po :".iiKe81 e
ALL SNf 35, GRASSES, E GRCUDCOYH5 SHNL 9E 3
GA__CN COMAIl SEE COMMACTO AETHOD P
EXISTNC TREE LECND
IRBAN FtRESTRr r.ALaiATlrns
xew uxenx r°xesrxr ut a a on m cua IusiP
eA ("xAse t n z) x.w< uPcre�rr
q .. vm of prcpelY( y ona other aeauctmle crew _ � � � R�
F[Wlx[0 T"11 cowOvv Ax[A (Fxns[ 2) lamt sF^se
° m<.<d xnmum a rr 9 R<qu.e.,:mt (a°� e(e • � 9Ta
[ t ona Ss t ee ng preaemtkn meNaa a ('yetectea trees') (e + 0.a5) 1Rn/o 5
R «9♦
• c rc9u rca canopy coverage ror ate (nc utl ng mtgatw,) 9) t29T&
vxLscxvnnOx/ xErznnax Or uasTx coxOFv (Fxasc t s 21
I R L. q e <w epr t°� �et.rm� ro w ceaadae ° PRn]E(,r nr-oRManora:
®` w • °s) ,oa, aw w �anol+ cva%Er eo, rozr woeTli
I vreeerwton rew reme�P (2sq<om (c • °zs)
Aaa t occ 5x , ce 9 p ewrvatlw: metnoa S ('protxtee bees') (0 • 0.05) ./c LEE 51®E JpN aA£Y PBSIRPCT
Ea PCT x
"e �•eer ,<m :,.B11w am tam. e< P9Ti�•t • = e .n _/o �at� amss LEvacanerr sP veer wmnL ue
(M >Xn. caarPcr smTr
0.001
Pn.s ar Rees( 2ocE
Rom. ae� swan
Tw , e:wt1a. <,<aa ,o p 9 a aa) ° a u: sa�Tr• acene+r+fT
x[w m¢ puxn 9 root EYi� Rd?3/ap E KNiRAell �
x0 (pxA E 2)
Cf1MACT, iCVD &fF ii, ff
0 xegacea new pl q q (• aa)� t29Tea �5: � WFSi SttSE P4ElE
ram: wnm m2-�s9
F a t2o°° euL: Taa�Trex«cwR
°.°. (�v' z°co) � POTRR eRAlETx Eru
t A
Tao POp S5: W W1WATa? Ile PFf
(Otr 700)
Tatd FI q (° ai ' taow
N� 1711x°MxExEx (PxA9t2, ro TREE
dr,q.ir�aeeaprw�roseto<.we 9TP, I
2a
)
2,.. I PLAN
F"lx° xE.=(FxA2, as (PHASE 2)
�paiPo w�a9 w,p-�<b(�9 _b)
pe 9 pr cv - °) 522.J
REVISIONS BY
4 /
J�1E 0
y �
0
O
c� F. m
00
0 J 9; 8*
H Q g
Z H '
Z O OMm
i
V! Z
W
w
0 o'o
� LL a
O O
U U
00
DRAWN
N25
DATE
GV20,2d6
�A E
Aa �DWw
-WI
T102
PLAIN
LARGE TREE PLANTING
III AT-IO 0
PLAN
.ULT-TRUNK T PLANTING
SMALL TREE PLANTING
THEE PLANTING ON SLOLL,
O
O
POOR DRAINLGE CONDITION
SHRUB /GROUNDOOVER PLANTING 0
WZ
ELAN
SECPON
SHRUB/GROUNDCOVER PLANTING ON SLOPE ■
REVISIONS BY
PLAN
12
E-
lu
LL
SECT ON
CANOPY TREE PLANTING
UNDSCMEMCHITECTINSPE TIONREQUIMMENTS:
ALL Arv0
T
nu , � A� 0NT MATE � AII US 8�, =TET�,ATN� CRCE ED ,LT�,TFT�,RTHISL,"I%A-
"AII, HE�l _ 'T , I , T. , I , . ,.. Z-or-77"IN
�'THE - IONT-TAR S-� A`A�N.6%4, ofALLI�ENET5.,AT TAHNEAFL-R,4A, - E�l L, = YT_ __I_ IOE A_ _=,, T,
LAN.1- INITI.TIO I.ALL 1� l...T '5--
P_T,A
IL'APNI "OA0A P"EA I'DT`S.A�N"ICTHTl'oTAl��CPHOTOS
S.THHAE.LALA8L"DaIFS=EO,�,TTTEE�OLAT.�RFAC,HIT,EMTO,AE.I-TE,A �T,FAHLL�,TUTHFOTIXAHTO%"F�LT
,I
v-AIAC�HEyTN.PHOTO
HS.ETMN.-4YTERO�LL EEAEN�IN
.ET%EE�LT,lI-R 0lT-A-NTE-L�OT A . .
SLANO -T�O 0 ANT,.�y,QIA.�,ATEAL=,.. ....
jo
I IT NII y A A
--I T. IN- I- �-IAL 11.1 PA.TE
1, - I.—E AR-TEIT I-L IERFHA-1 TIAL A-LETOrvE-EATOHN-TRA-RsxALL.ROVAOE
AIIE ILE IF I-T I"ITILITIIN
T` LANOIC ""TECT S -CT ON IA THIN 10 0- .1 TIE
1-TANTI, ILET- OA�n_ OR II. -TO, _n= Y THE L..— AIIH,7EIT THE O.,_T AL IONTIA-1 0 o 0
-TE. co
.
LU cD
C) 0
1-- 0
o
D Q:
3f 1.
H x,
Z 0 0 ur Z CC �
z 2!
Lu
C, 0
0 LL
o
co
O
SGALE
LANDSCAPE DETAILS L102
Exhibit "C"
CITY OF FORT WORTH STORMWATER FACILITY
OPERATION AND MAINTENANCE PLAN
The only responsibility the City of Fort Worth has in the operation and maintenance of
this Facility is inspection.
General Maintenance Procedures
The structural and functional integrity of the Facility shall be maintained at all times by
removing and preventing drainage interference, obstructions, blockages, or other adverse
effects into, through, or out of the system.
Periodic silt removal shall occur when standing water conditions occur or the pond's
storage volume is reduced by more than 10%. Silt shall be removed and the pond/basin
returned to original lines and grades shown on the approved engineering plans. In
addition, corrective measures are required any time a basin does not drain completely
within 72 hours of cessation of inflow. NO STANDING WATER IS ALLOWED in
basins designed for dry detention purposes.
Accumulated litter, sediment, and debris shall be removed every 6 months or as necessary
to maintain proper operation of the basin. Disposal shall be in accordance with federal,
state and local regulations.
Detention facilities shall be mowed monthly between the months of April and October or
anytime vegetation exceeds 12-inches in height.
To prevent debris from entering and clogging the downstream storm sewer system a wire
mesh screen or similar screening device shall be installed over the outlet until final
acceptance.
4. PREVENTIVE MAINTENANCE/INSPECTION
• Visual inspections of all components will be conducted every 6 months.
• A log shall be kept of maintenance actions, and inspections. The log should
document the condition of the detention system's primary components, mowing,
and silt, litter and debris removal dates. Document aeration of the basin bottoms
and replanting to prevent the sealing of the basin bottom.
• Written maintenance and repair records shall be maintained by the party or
parties signing the attached Agreement and shall be provided to the City upon
request.
STORMWATER FACILITY MAINTENANCE AGREEMENT 10
Rev. 11/19/2020 JLE
FORT WORTH
Facility Name:
Exhibit "D"
INSPECTION CHECKLIST FOR SIMPLE DETENTION BASIN
Basin/Pond Number: Inspected By:
Type of Inspection: Annual , Quarterly
Basin Conditions:
Facility Agreement Number:
Date:
, Monthly , Routine , or Storm Event , (# days since event
1. Is there standing water or wet spots?
2. Does sides or bottom show signs of erosion, settling, cracking, etc?
3. Does dam or emergency spillway show signs of erosion, settling,
cracking, or other problems?
4. Is there evidence of animal burrowing in dam?
5. Is there evidence of changes in shape or volume of basin?
6. Do vegetated areas need mowing?
7. Are there trees or woody growth in dam?
8. Are there areas that need to be re -vegetated?
9. Is there any accumulation of silt, trash, debris or litter in the basin?
10. Are there any other basin maintenance activities needed?
Structural Components:
1. Are pipes, channels, trash racks, etc. free of obstructions?
2. Are pipes, spillway or trash racks in need of repair?
3. Is the low flow or trickle channel in need of repair?
4. Is the outfall channel in need of repair?
5. Are there any other structural maintenance activities needed?
Plan for correcting deficiencies:
Yes_
No
Comments
Yes_
No
_ Comments
Yes_
No
Comments
Yes_
No
Comments
Yes_
No
_ Comments
Yes_
No
_ Comments
Yes_
No
Comments
Yes_
No
Comments
Yes_
No
Comments
Yes_
No
_ Comments
Yes_
No
Comments
Yes_
No
Comments
Yes_
No
_ Comments
Yes_
No
_ Comments
Yes
No
Comments
Signature:
Date:
o,in,
Fort w�h '����
Stormwater
Management
Owner's Representative
Form CFW-6
CFW- SEPTEMBER 2015 Appendix A A-17