Creekview Addn PD-CS0906122010) Ken Griffin -Fwd: Re: Pletta Page 1
From: Keith Marvin
To: rhager @njdhs.com
CC: Canizares, Mario; Griffin, Ken; Oates, Tim
Date: 6/12/2009 9:13 AM
Subject: Fwd: Re: Pletta
Attachments: Pletta survey.pdf; Johnson survey.pdf; Filed Creekview FP.pdf; Bethel Rd. E
of 150 (4- 12 -06). pdf
Bob,
Below is a summary of the situation as I remember it, that I sent to Clay back in May. I have subsequently seen a survey
provided by a different surveyor that is slightly different. Both surveys appear to show an encroachment of the Floodway
Easement. One survey, as well as the plat, shows the location of the floodplain itself within the easement. Neither survey
shows a definitive encroachment of the floodplain.
I am attaching as many of these files as I can. Please disregard the date stamp on the photographs, as it is incorrect.
These pictures were taken on 4/12/06.
I know Tim provided a stack of documents to Clay today to be sent to you.
Feel free to call with any questions.
Keith Marvin, P.E.
Project Engineer
(972) 304 -3681
> > > Keith Marvin 5/19/2009 8:58 AM > > >
Ken /Clay,
I looked through our records as well as the Building Inspections Laserfiche files.
I responded to a call from Mr. Pletta on April 12, 2006 concerning erosion of his property due to an abandoned city aerial sewer
crossing. It appeared as though one of the piers that had supported the crossing had collapsed into the creek and was obstructing
some of the water flow. The city within the same time frame sent a crew to remove the old pier. While there he also complained
about the neighbors wall, so we took pictures of it as well.
I was also in contact with the resident at 154 E. Bethel (the neighbor). They indicated that Mr. Pletta was concerned that the wall
they had built as a replacement to their old wood tie retaining wall had been built over the property line. I told them that I had no
way to make that determination, and that their best bet would be to have the lot surveyed to make that determination.
In reviewing the Laserfiche files from Building Inspections I found a permit application for 154 E. Bethel Road for replacement of
the wall and fence. The permit is dated 4/21/09, however it has a survey dated 3/31/06 included in the package. According to
that survey the wall appears to encroach a dedicated Floodway Easement by 1.5 feet. Both the survey and the original plat show a
the actual floodplain limits to be further from the homes than this Floodway Easement. According to the 2006 survey the wall does
not encroach the floodplain itself.
I have printed these documents, and have them available to review.
Keith
Keith Marvin, P.E.
Project Engineer
(972) 304 -3681
>>> Ken Griffin 5/18/2009 5:09 PM >>>
2010) Ken Griffin -Fwd: Re: Pletta Page 2
Keith, can you check in to this?
Thanks
KG
- - - -- Original Message---- -
From: Clay Phillips
To: Ken Griffin < KGRIFFINOci.coppell.tx.us >
Sent: 5/18/2009 5:08:09 PM
Subject: Pletta
Any idea if we allowed and /or permitted the wall and fence he is complaining about and if so, is it in the flood plain.
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- / 'M1�• 3o.e / "1 j5 \ 50 Y T5g / �1` O LOCATION P LA T. OINCIDES WITH PROPOSED p
- a OF BETHEL ROAD AT GRAPEV JE CREEK
1 I I 15' DRNG. ° a9s.3 / e1�� G > °� ± N2 j X9 1 0 a 8 pL L� / / % �� ` ' EASEMENT. NORTH
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QUIT CLAIM DEED °j _ A6 J 2g S. f e / /' 'n
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FOUNDATION `` NO u V y4 srs a 54 $� Fe / // Q v i
OF TEXAS 1 ;�A voL. 86109 PG. 0882 - 84�Q/ LaS � J
FGU WILLIAM G. THOMPSON a D 1,1_1 1 1
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f ' MIN
/ / FF s I r 1 �' @ ' 1 r AN ADDITION TO THE CITY OF COPPELL
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I L I >o i, I I DALLAS COUNTY, TEXAS
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I : 07 °j \ �' I 1 1 I I I I I 1 1 1 I :I I I I I 1 AUGUST 1987
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POINT OF V I I I : ! I I I n I Ir f1• N• 1 x• x' !r I tl• x• s•- I I I e I u' n a• 1 a)• at• ..• t «• «• m• I I 141 I 1 nf• n• lr I 1« 1 I lx MtY 1 - I 1 OWNER: I ENGINEER
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c 1n.al 1 07..07 1 1 I L I 1at.sa 1x.11 1 us.0 1 1 I L I I 1 u7:n 1 I L I )t.0 1 1 I WILLIAM 'G. THOMON, TRUSTEE NATHAN D. MAIER,
J� /� I I 1 xwol n 1 1 '' I I ' I -I_I 1 I 1 1._..I -I I t I I„_I_I 1 1 1 1 -I_ I t _ 8333 DOUGLAS AVENUE CONSULTING ENGINEERS, INC. _
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1 I 1 'I I . „ I '� SERVICEABILITY • - a fter 'o[[ property [C located �`. t
prospective Dryer of »Adlri stop la7 or property located within
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I 'F'foddpltfn Development Permit Applicatico %. n 0001 ): tlas special flood hazard areas of this site that such property is in an
VOL 81070 PG. 774 r 1 1 n 1 a 1 . al. ) us.« I asa.« I 1 x 11 1 07.07 , I x.a n 1 [ 1 «.m I 1 i a3 1 Leen filed with the City oodplain Administrator on identified flood haeard area and that all development must conform to
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DWNEfI *S CEUIPICATE
STATE OF TEXAS )
COUNTY OF DALLAS } meanders as folIows:' - SURVEYOR'S CER=CATE -
a WHEREAS, Sunbelt Properties are owners of a 44.5665 acts tract of Land Situa- N 19 42 56.3" E, a distance of 28.70 flee. to a point for cornet; KNOW ALL MEN BY THESE PRESENTS:
y ted in the McKinney and Williams Survey, Abstract No. 1054, the Jacob G.
N 18' 37' 4.5" W, a distance of 34.54 feet to a point for corner; y� OF T�
d p i ` .Garlock Survey, Abstract No. 312, and the Edward A. Crow Survey, Abstract No. N 12' 45' 26.5" E distance of 54.94 feet to a point for corner; �4: ••;
, a I, " That I, Nathan D. Maier, do hereby certify that I prepared this plat from an ' 301, and being part of a tract of land conveyed to Sunbelt Properties by deed - ••�,
N 43 01 10.5" E distance 26.29 feet d actual d rte survey of the land, and that the corner monuments shown
as recorded In Volume 81070, Page 774, Deed Records of Dallas County, Texas , a ance eet to a P oint for corner; ',o acua an accua uY
p p
of s 15.52 acre tract of land conveyed to William G. N 03 15' 53.5" W, a distance of 39.60 feet to a point for corner; ° °• °• ••• thereon were properly placed under my personal supervision in accordance with
H •
(D.R.D.C.T.), being all Re
Thompson by deed, as recorded in Volume 80112, Page 3070, and being part of a N 33' 18' 1.2" E, a distance of 69.47 feet to a point for corner; NAT AN D. MAZER
R • g Rules and Regulations of the City Planning Commission of the City
tract of land conveyed to Dallas Power and Light Company by deed, as recorded
S 86' 06' 25.C" E, a distance of 38.02 feet to a point for corner; ` pp 2609 of Coppell, Texas.
N 70' 17' 28.5" E. a distance of 58.24 feet to a point for corner;
F - G ®.�'�iRE�•;��Q the Platting
in Volume 4414, Page 82, D.R.D.C.T., and being more particularly described as N 09 16' 21.2" W, a distance of 17.44 fleet to a Dint for corner; / ••••
€ follows; p SUR
N 38' 48' 14.9" E, a distance of 128.70 feet to a point for corner; P
COMMENCI at "a found 5 /8' rod at the intersection of the north line of the point for corner; -
N 13' 46' 9.4" E. a distance of 65.88 feet to a Nathan D. Maier
r L �1
St. Louis and Southwestern Railroad (100 foot R.O.W.) and the east line of N 03 14' 44.7" W, a distance of 28.63 feet to a point for corner; �l b1$� Registered Public Surveyor #2609 {
N 49 19' 1.7" W, a distance of 24.36 feet to a point for corner;
Denton Tap Road (lOD foot R.O.W.); N 68' 54' 40.1" W, a distance of 126.95 feet to a point for corner; STATE OF TEXAS )
THENCE, along said east R.O.U. of Denton Tap Road (100 foot R.O.W.), a dis- N 47' 44' 3.4" W, a distance of 38.95 feet to a point for corner; )
lance of 1162.93 feat to a 1/2" iron rod set for the POINT OF BEGINNING; N 37' 42' 11.7" E, a distance of 55.11 feet to a point for corner; COUNTY OF DALLAS )
S 88 02' 2.0" E, a distance of 25.90 feet to a point for corner;
€ TRENCE, N 00' 55' 51' E, continuing along said east line, a distance of 80.05 N 29' 13' 46.4" E, a distance of 29.32 feet to a point for corner; Before me, the undersigned authority, a Notary Public in and foIr said county
feet to a 1/2" iron rod set, said point also being the beginning of a curve to N 04. 50' 34.5" E, a distance of 30.63 feet to a point for corner; and state, on this day personally appeared Nathan D. Maier, known to me to be
the right, having a chord bearing S 71' 35' 00' E, a distance of of a c feet; N 78' 11' 17.9" W, a distance of 17.78 feet to a point for corner; the person whose name is subscribed to the foregoing instrument and acknow-
S 65' 30' 6.5" W, a distance of 21.40 feet to a point for corner; ledged to me that he executed the same for the purpose and considerations
N 28' 29' 44.6" W, a distance of 15.00 feet to a point for corner; therein expressed.
THENCE, along said curve to the right, having a central angle of 30' 56' 43', N 02' 24' 42.9" W. a distance of 37.70 feet to a point for corner; , p
# a radius of 860.00 feet, a tangent length 238.06 feet, and an arc length of N 43' 57' 44.3" E, a distante of 26.41 feet to a point for corner; GIVEN ER'''�%$'�I' SEAL OF OFFICE, this p DAY OF
464.48 feet-to a point in the centerline of a creek; N 27 22' 44.3" U, a distance of 24,79 feet to a point for corner;
THENCE along the centerline of said creek with its meanders as follows: N 53 OS' 15.7" W, a distance of 29.36 feet to a point for corner; v � ; � ol perPU B � c ,O�; `
S 78' 15' 56.8" W, a distance of 23.08 feet to a point for corner;( C_(54R
' N 72' OS' 32.6" W, a distance of 28.42 feet to a point for corner;
N 13 56' 5.6" W, a distance of 7.10 feet to a point for carnet; N 35' 15' 17.9" E, a distance of 40.20 feet to a •. am t }� ? z
N 46' 49' 32.1" E, a distance of 40,55 feet to a Dint for corner; N 06' 05' 29.5" E, a distance of 17.83 feet to a point for corner; P oint for corner; rFUf1b N T Y PUBLIC IN AND FOR THE S A OF TEXAS
p FxPEnES
N 46 29' 51.8" W, a distance of 27.02 feet to a point for corner; N 70' 58' 10.3" W, a distance of 22.74 feet to a point for corner; ✓ 7
9 23 My Commission Expires
N 62' 06 0.6" W, a distance of 20.00 fee[ to a point for corner; N 00 48' 26.5" E, a distance of 17.99 feet to a point for corner; ' "•
N 53 17' 59.8" E, a distance of 60.03 feet to a point for corner; p oint for corner; Recommended I....
N 39' 18' 34.6" E, a distance of 48.84 feet to a pprov 1:
P
N 58' 40' 47.7" E, a distance of 35.10 feet to a point for corner; N 84' 42' 4,0' E, a distance of 23.42 feet to a point for corner;
N 76' 02' 28.4" E, a distance of 23.40 feet to a point for corner; N 29' 09' 36.5" E, a distance of 37.22 feet to a point for corner; Chairman Date t
N 52' 31' 46.4" E, a distance of 31.92 feet to a point for corner; S 73' 00' 42.0" W, a distance of 12.81 feet to a point for corner; planning and Zoning Commission
N 36' 43' 09" E, a distance of 14.52 feet to a point, said point also N 33' 26' 59.5" W, a distance of 47.03 fleet to a point for corner; City of Coppell,/ Texas
being the most south southwest corner of the North Lake Woodlands S 86' 54' 12.8" E, a distance of 57.17 feet to a point for corner;
Fifth Section, as recorded in Volume 78238, Page 2025 -2032, N 35' 26' 49.4" W, a distance of 57.00 feet to a point for corner; Approved and Accepted:
D.R.D.C.T., said point also being in the centerline of Grapevine N 87' 03'5b,7'E, a distance of 65.10 feet to a 112' iron rod for the
Creek; beginning of a curve to the left, 'having a chord bearing N 71' 58'
40" W, a distance of 400.38 feet;
i - THENCE along the centerline of said creek with its meanders as follows: Hays !
THENCE, departing centerline of said creeks; along said curve to the Ieft, -_ -- �-
City of Coppe 1, Te a
S 38' 57' 28.7 E, a distance of 52.31 feet to a paint for corner having a central angle of 29' 44' 36 ", a risdius of 780.90 feet, a tangent _ - •" „ ' _'
„w k
S 61 OS OB E distance l f 61.17 feet to a Dint for corner length of 207.13 feet and a length >. . �, � .•, o , < -:
n arc of 404.91 feet to the POINT OF ,.
P, a .i Secrets of the Cit of Coppell, Texas hereb
"� ,.,. -., x ,.w >� ,k<,, t, cx_. The undersigned, the CY rY � PP
S 54 16 25.2 E. a distance of 112.23 feet to a point for corner BEGINNING ","
;.' y
_.. ,... .., " "`:: -`, ' °'�.' ';'certifies that the foregoing Final let of Creek View Addition, a Subdivision '•?; � �- „ -- 7, '
S 52 39 27 8 E distance 8 8 P
r •,; a ce of 60.89 fee[ to a Dint for corner,
P ., .,
- , Addition to the Cit: of Cop was submitted to the Cit Counc Ll on the -
a•-- t ,�„ s � ms's PP Y
�. -+ *� 4.•�.�
' S 61 - 51' 5.7'x, a distance` ofIII:45 feet to a point for corner; , - CONTAINING 49..`f�37 acres (2,158,976 square fte'"'b'`f""l,'milrear Teas. _ _:'- ,;�.,�' "' . ^„ 5:,;::•_ : °� +fi * "•'•',,:• - b formal '
N 66' 58' 22.5" E. a distance of 52.20 feet to a point for corner; _ c=74 day of �� - 1987, and the Council, y
- N 33' 16' 22.7" E, a distance of 80.07 feet to a point for corner; action, then and there accepted the dedication of streets, alleys, parks,
N 06 28' 38.9" E. a distance of 62.86 feet to a point for corner; easements, public places, and water and sewer lines, as shown and set forth in
t N 74' 30' 40.8" E, a distance of 74.05 feet to a point for corner; and upon said plat, and said Council further authorized Mayor to note the
S 53' 05' 21.1" E, a distance of 19.22 feet to a point for corner.; acceptance thereof by signing his name as hereinabove described.
S 70' 53' 16.7" E, a distance of 92.54 feet to a point for corner; dL; Qp
S 85 26' 18.6" E, a distance of 139.10 feet to a point for corner; Witness m hand this l� day of J-¢_
H 43' 47 20.8" E, a distance of 112.16 feet to a point for corner; -
N 19 39' 37.1' E, a distance of 24.47 feet to a point for corner; NOW THEREFORE KNOW ALL MEN BY THESE PRESENTS::
City Secretory Date
N 05' 21' 37.6" W, a distance of 52.18 feet to a point for corner;
THAT, Sunbelt Properties, acting by and tlirolvgh William G. Thompson, Trustee, City of Coppell, Texas
THENCE, departing centerline of Grapevine Creek, N 88' 39' 27" East, along duly authorized so to act, does hereby adopt this plat designating the herein -
barbwire fence, a distance of 434.96 feet to a one -inch iron pipe found for above described property as Creek View Addiitlon, an addition to the City of
the northwest corner of Dallas Power and Light Company tract, as recorded in Coppell, and do hereby dedicate to the public use forever the streets and
- ee ^' Volume 4414, Page 82, D.R.D.C.T.; alleys shown thereon and do hereby reserve tthe easement strips shown on this
plat for the mutual use and accommodation o!f garbage collection agencies and
THENCE, S 89 29. 28" E, along the south line of the McKinney 6 Williams all public utilities desiring to use or using same. Any public utility shall
Survey, a distance of 254.16 feet to an iron rod set for corner in the south- have the right to remove and keep removed all or part of any buildings, UTILITY CERTIFICATE
westerly line of Lot 9, Block 8, North Lake Woodlands Fourth Section, an fences, trees, shrubs, or other improvements or growths which in any way THIS PLAT CORRECTLY PRESENTS THE REOUTRED
addition to the City of Coppell, as filed in Volume 77229, Pages 0992, endanger or interfere with the construction, maintenance, or efficiency of its
" D.R.D.C.T.; respective systems on any of these easement strips and any public utility UTILITY EASEMENTS FOR THE DEVELOPMENT
shall at all times have the right of ingres s and egress to and from and upon UTILITY CO. DATE SIGNATURE
THENCE S 51' 54 16" E, along the southwest line of said Lot 9, a distance of the said easement strips for the purpose o)f constructing, reconstructing,
48.G9 feet to an iron rod found for corner; inspecting, patrolling, without the necessity at any time of procuring the - LONE STAR GAS _
permission of anyone. This plat approved subject to all platting ordinances,
THENCE, N 89 30. 17" E, along said south Line at 60.00 feet pessigg the rules,.regulations, and resolutions of the City of Coppell, Texas. GENERAL TELE
southeast corner of said North Lake Woodlands Fourth Section, said corner also /
TX POWERBLIGRT
being the southwest corner of North Lake Woodlands Third Section, as recorded C
in Volume 77019, Pages 2141.2148, D.R.D.C.T., in all 320.33 feet along south -
line of said third section to a point in the centerline of Grapevine Creek; THy SON, Truste CABLEVISION
THENCE along the centerline of said creek with its meander's as follows: WIT' S MY HAND at Dallas, Texas, t is �° DAY OF r
19 �-
S 58 00' 40.8" E, a distance of 75.46 feet to a point for corner;
S 73 05' 55.1" E, a distance of 89`.92 feet to a point for corner;
S 80 21' 28.5" E, a distance of 52.89 feet to a point for corner; -FINAL PLAT
S 39' 52' 25.1" E, a distance of 41.49 feet to a point for corner;
S 37' 12' 57.2" E, a distance of 66.82 feet to a point for corner;
S 68 29' 3.0' E, a distance of 76.10 feet to a point for corner; STATE OF TM S ) OF
S 81 O1' 5.1' E, a distance of 59.94 feet to a point for corner; )
N 73 51' 45.9" E, a distance of 79.72 feet to a point for corner; COUNTY OF DALLAS )
aid county
S 56' 13' 12.2" E, a distance of 66.57 feet to a point for corner; CREEK I E Xy /• MM O N
1.21' O8' 6.5" E a distance of 86.09 feet to a point for corner; Before me, the undersigned authority, a Nottary Public in and for s "'
S 34 17' 10.3" E. a distance of 53.69 feet to a point for corner and state,
' son whose name is subscribed to on this day personally appeared William G. Thompson, known to me to 2 ' _
thle foregoing instrument and acknow- AN ADDITION TO THE CITY OF COPPELL
S 66 46 28.1" E. a distance of 89.71 feet to a point for corner; be the per
S 80' 11'18.1" fi, a distance of 134.83 feet to a point for corner; ledged to me that he executed the same
for the purpose and considerations
therein expressed.
THENCE departing centerline of Grapevine Creek, S 14 03' 00" E. a distance OUT OF THE
of 66.09 feet to a set 1/2" iron rod in the north line of the St. Louis and GI ER MY HAND AND SEAL OF OFFICE, this DAY OF N
�r yND
Southwestern Railroad (100' R.O.W.); 191�� JACOB G. CARLOCK SURVEY - ABSTRACT #312
e
„ RO „
THENCE, S 75. 57' 00" W, along said north line, a distance of 3145.71 feet to V .... ti C EDWARD A. CROW SURVEY - ABSTRACT 301
O .• .... p #
a 1/2" iron rod set in the centerline of an unnamed creek; , =' PoeF �A'•.�l`�: NOTARY PUIBLIC IN AND FOR TH ATE of TEXAS - MCKINNEY & WILLIAMS SURVEY - ABSTRACT #1054
:v; r
THENCE departing said north line along the centerline of said creek with its
DALLAS COUNTY, TEXAS ,
"'•.. OWNER: WILLIAM G. THOMPS�ON, TRUSTEE ENGINEER: NATHAN D. MAIER CONSULTING ENGINEERS INC.
8333 DOUGLAS, STE. 1510 THREE NORTHPARK / 8800 N. CENTRAL EXPWY / STE. 300
DALLAS, TEXAS 75225 -5811 DALLAS, TEXAS 75231
PHONE: 214/739 -4741
,
a
col IL , PG, 3061
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.t:. .. .: , ,, .. u... FILE NO.
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