Trinity Shores-CS 880518 GINN, INC.
Consulting Engineer, LEITITF-) @1F in7anxism. girl-inn.
17103 Preston Road
Suite 100. L13-118
DALLAS, TEXAS 75248 0
DATE JOB NO
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(214) 248-4900 ATTENTION //I
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___ WE ARE SENDING YOU 0 Attached 0 Under separate cover via the following items:
0 Shop drawings 0 Prints 0 Plans 0 Samples 0 Specifications
0 Copy of letter 0 Change order 0
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COPIES DATE NO. DESCRIPTION
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THESE ARE TRANSMITTED as checked below:
O For approval 0 Approved as submitted 0 Resubmit copies for approval
O For your use 0 Approved as noted 0 Submit copies for distribution
— 0 As requested 0 Returned for corrections 0 Return corrected prints
O For review and comment 0
O FOR BIDS DUE 19 0 PRINTS RETURNED AFTER LOAN TO US
REMARKS iii,e , //).5c.fei,16
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SIGNED:
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PRODUCT 210 3 (ArellV Inc,Won.Maw 01111 If enclosures are not as noted, kindly notify us at once. .,....___,......
(.(1 JLl )L 1__iL J/7 PERMIT NO. 0005
DEVELOPMENT PERMIT
The City With A Beautiful Future '
PO no.470
C� __Dj appeal.Ic,a•7 119
2 lanrz-wzz 1'ROI'ER'CY WITIIIN FLOOUI'i,AIN
STATE OF TEXAS .
COUNTY OF DALLAS .
CITY OF COPI'El.l. :
NAME OF PERMITTEE: Mr. Floyd C. Farrow/girl K Farrnw
The above named permittee applied for a DEVELOPMENT PERMIT on ilay 4, 'MR The
application has been reviewed by the ADMINISTRATOR and it is his determination that the
proposed development IS located within an identified flood plain of Elm Fork/Trini.ty •
The ADMINISTRATOR has reviewed plans and specifications of the proposed development for
conformance with the development standards required by COPPELL flood plain management
regulations. You are hereby authorized to proceed with the following described work:
Placement of earth fill at rear (south) end of nroperty,where existing sand pit hnlr nYi crC_
to fill hole to elev. 442.0
on the following described property:
—
7.284 acre t . . • • •• r • t
Texas (more generally - southwest corner of Sandy Lake Rd. and Elm Fork)
To maintain compliance with the development standards of COPPELL flood plain management
regulations and to eliminate or minimize flood damage potential to the proposed development,
you are hereby directed to construct your proposed development in accordance with the
following special provisions:
( ) For residential structures, the lowest floor (including basement) must be elevated to
two (2) feet above the 100-year base flood elevation. Minimum finished floor
elevations must be shown on the plat for the development as approved by the City
Engineer.
( ) For non-residential structures, the lowest floor (including basement) must be elevated
or floodproofed to two (2) feet above the 100-year base flood elevation. Minimum
finished floor elevations must be shown on the plat or site plan as approved by the
City Engineer.
( ) Permittee must submit a certification from a registered professional engineer,
architect, or land surveyor that the finished floor level of the residential structure
has been constructed two (2) feet above the 100-year base flood elevation.
( ) For non-residential floodproofing, a registered professional engineer or architect must
certify that the floodproofing methods are adequate to withstand the flood depths,
pressures, velocities, impact and uplift forces and other factors associated with the
base flood.
( ) For fill activities, the permittee must submit a certification from an engineer or land
surveyor that the level of the compacted fill material is at or above the elevation of
the Base Flood.
( ) Provide a certified copy of all final plans or As-Built Drawings to the ADMINISTRATOR.
( OTHER PROVISIONS: Submit As-Built Grading Plan by registered Survevor/Rnpineer at comnieti
of hole filling to verify no floodplain/floodway reclamation has occurred to date, In
general, max. elev's. allowed shall be el. 443.0 at north end of tract and el, 442,0 at
south end of tract (Lower oleo's. shall be required if drainagp imparted) Pprinitteo
agrees to regrade site as required if property exceeds above said elevations,
ACKNOWLEDGEMENT OF CONDITIONS BY PERMITTEE DATE
SIGNATURE OF ADMINISTRATOR DATE V'"t
•
DEV.PERMITS 'F
PZAGN
SHEET 2°
7. te'
-- -- - ., ' - FLOODPLA' " MANAGEMENT AREAS
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® Date : June 1987
4, ill TEXAS Approved by .
____`'=„ �,. ANDERSON ENGINEERS, INC..
�--` ,
A / � � - Engineering Hydrologists
SANDY LAKE ROAD
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MATCH SHEET 26
SUH'.EY PLAT S p P( / M'io�
To ALI : ••.i<":ES :r;TERESTED I: REMISES SURVEYED: :e .A:> ' a
This is to certify that I have this date, made a carefu^hand-ace late eu�eyeOn
the gr. of a 7•28_. Acre Tract situated in the Weston Perry Survey,
,. :-:race No. 1152 in Dallas County, Texas.
j� . _ 2s� �` AND
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The plat!.-r• n satrue,c❑rrectandaccuraterepresentationofthepropertyHdeterminedbysunroy,subjecttosnyandall eaaemertr
t exen•at u- . - . •.•.••..:.-,n.that.nay he of record,the lines and demensions of said property being as Indicated by the plat;the Liss
',..cation ar..- - .. . ,.. !dings end an r,r.•vemenu,are as shown.a'.t improvements being within the boundaries of the prop erty,eet be,
from pr; .. . .;an,,•s indicated,and that the distance from the nearest Intersecting street or road is as shown on said Pi;
here an - , • .. in,'.it•or prot;vs ions except as shown•
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OVERLAND ENGINEERING C , INC. (214)221.7750
P.O.BOX 557
LEWISVIL.E.TDCAS 75067
FIELD NOTES
FIELD NOTES fur a certain lot, tract or parcel of land containing 7.284 Acres situated
in the Weston Perry Survey, Abstract No. 1152 in Dallas County, Texas. Said land •
being that certain 7.316 acre tract conveyed by John Wesley Hudnall, III, and Jean .
Hudnall Marsh dee+±f�fidy „p , ow,,a.n ,.Esz4.1(.......Far 701and
recorded in Volume 76127, Page 2568 of the Dallas County Deed Records and being more
particuiariy described as follows:
BEGINNING at an iron pin set for the northeast corner of this tract. Said tract being
on the south line of Sandy Lake Road and being the northeast corner of said 7.316 acre
tract. Said point also being the northwest corner of the Fred L. Harrington tract
described and recorded in Volume 69137, Page 1745 of the Dallas County Deed Records.
Thence in a south and easterly direction as follows:
S 7° 30' E, 417.38 feet to an X mark on concrete;
N 68° 17' E, 169.82 feet to an iron pin;
S 14° 53' E, 142.54 feet to an iron pin;
S 38° 41' E, 305.79 feet to a concrete monument for the southeast corner of
this tract.
Thence S d6° 38' 31" W, 624.60 feet along an old fence line to an iron pin set for the
southwest corner of this tract.
Thence in a northerly direction as follows:
N 0° 01' W, 256.57 feet to an iron pin;
N 15° 31' W, 572.35 feet to an iron pin set for the northwest corner of this
tract, said point also being the northeast corner of a 25.162 acre tract
described and recorded in Volume 83184, Page 2397 of the Dallas County Deed
Records.
Thence N 87° 35' E, 325.05 feet along the south line of Sandy Lake Road to the POINT
OF BECI':NING, said tract containing 7.284 acres of land, or 317,310.8 sq. ft.
iiSULtL,EYO, PICATE 1
•
I do hereby certify to COMMERCE TITLE COMPANY, Chicago Title Insurance Company, Terra
International, Inc. and its Lender that the plat of survey shown hereon was made on the
pound by me or under my supervision, on the 4th day of January, 1985, of the property
legally described hereon and is a true and correct and accurate representation of the
property as determined by the survey; that the size, location, and type of buildings
and improvements are as shown, all improvements being within the boundaries of the
property and within the setback and/or building lines as shown; that there are no
discrepancies, conflicts, shortages in area, boundary line conflicts, encroachments,
protrusions, overlapping of improvements, easements, creeks, ponds, flood hazard
boundary or flood-prone areas, drainage ditches, power lines, rights-of-way, setback
and/or building lines or roadways, except as clearly shown hereon; and that said
property has access to and from a dedicated roadway as shown hereon.
Overland Engineering Co., Inc.
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MUNICIPAL WASTE MANAGEMENT, INC.
705 AVE B SUITE 606
GARLAND. TEXAS 75040
L~RRY W. LIPSCOMB
PRESIDENT
SOLID WA~I'{ OISt~$AL (2141 276-6112