Alexander Ct-CS080311Page 1 of 1
Ken Griffin -Fwd: Alexander Court
From:
Marcie Diamond
To:
Ken Griffin
Date:
3/11/2008 8:03 AM
Subject:
Fwd: Alexander Court
CC:
Clay Phillips; Gary Sieb
Attachments:
8371 -FINAL PLAT fema.pdf
Ken,
How does this look to you? I know we need the second page also.. to make sure all the notes, etc. are there...
Per our last conversation w /Clay and David Ritter I think if it meets all of our requirements I should take this to
P&Z next week... I could put it on the agenda..
lets discuss when you get a minute
thanks
>�
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> On 3/11/2008 at 7:50 AM, in message
►FEDJAOJENNLKGOMCFNDKEJEDKAA .bill @sempcosurveying.com >, "Bill Bartlett"
sill @sempcosurveying.com> wrote:
Marcie,
John Hawkins instructed me to add the sewer easement and original flood plain line to the
Alexander
court plat. Attached is a PDF file showing this. What do you need from me at this point for
John to
move foreword?
Bill Bartlett
Sempco Surveying, Inc.
3208 South Main Street
Fort Worth, TX 76110
phone: 817 - 926 -7876
fax: 817 - 926 -7878
file: HC: \Documents and Settings \radloo \Local Setting s\Temp\XPgrpwi se\4 7D 6 3 CB 9 City_... 2/19/2010
EDWARD A. CROW SURVEY GRAND COVE ESTATES
VOL. 94190, PG. 4358 - LEGEND -
g`� \ A D.R.D.Co.,Tx.
10 I 11
I.P.F IRON PIN FOUND
COUNTRY ESTATES
Ey
, N " E 192.64 ® SANITARY SEWER M.H.
W 1 VOL. 92188, PG. 3639 $0¢' g
�1 \ D.R.D.Co.,Tx..\ g 87'03'83 S
... .............................Y1 ® WATER VALVE
\ \ \ I I 184.60 692Jr'
O FIRE HYDRANT
U] \ 6 F
Z GRAPEVINE CREEK 1 ?p 66, '34-66' POWER POLE
Originol Scale : 1
�/� ° = 50 -EE OVERHEAD ELECTRIC
(� C 1 - - - \ �$ N I 0 Y6 60 f00
I--1
10 0$ 9 \� w I s - SSSS - SANITARY SEWER LINE
0 0 \ <J 59 ,� �� \ 12 Graphic Scale in Feet
BLOCK A ' d
O N 9 29. ktp b S NOTES:
<v O' \ 13
ON
\ ",Q 11 \ N 77•¢9�� E N' JOSEPH THWEATT 1 COINCIDE WITH THE WESTERN BOUNDARY
QT pv 10¢ 64 f OF THE EXISTING SANITARY SEWER EASEMENT.
DEFINED IN DEED TO
I I 12 4 , � I I W � LA DEFINED IRON PINS WILL BE SET ON THE LOT LINES AT THE
3 4.45 7.00 s J. W. TH WEATT 100 YEAR FLOODPLAIN LINE.
Ir ^'�i3`• VOL. 515, PG. 76 3. 20' SEWER SANITARY EASEMENT VOL. 68079, PG. 92
°` 4A D. R. D. C o. T.
0) cN e, �° SHALL BE ABANDONED BY CITY ORDINANCE No.
48.29• �+ µ' •d C AND BY SEPERATE DOCUMENT FURNISHED BY THE CITY OF COPPELL.
N 74 E S �• yN ��; i
54.39' 2o yp. '
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7 10' GENERAL TELEPHONE
p 4 65.7' S 10' ELECTRI 490.3 h =1
TO BE ABANDONED BY THIS PLAT. 62 348_3 - - -� - -- SIGHT 30 -92 �\ r' ��s\ ?0 0% * \AS EASEMENT ry �oj^) a wl EASEMENT
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V ��' J I - N/ (� \ O 5' MAINTENANCE m LOT SCREE C yyTRLINE M ° ° N20 SEWER SANITARY
' MIRA MAR DEV. CORP. w h F 2 m o g I - / �/ O \\ N � EASEMENT DOC. 200600465952 �� \ /2 / "�j b - I "t z o � c� p _ T -g ��-- }' j - .... VOL. 93215, PG. 8992
M ,� i 498.5 co v \_ o S 81131 w T -
D. R.D.Co.,Tx. ! 5' MAINTENANCE 1 I Ol g 8829 w s 300 T -7 D. R.D.Co.,T.
�6:'' ��'1 \ //�--.�° EASEMENT SIGHT - I hl�� �¢ T- 10 79.30'
1/2" I.P.F. / 1 0.• SEMEN 12,871 N a �'o ? -9 83.91' ____ 10' GENERAL TELEPHONE
/ T -t4 T -13 T - 12 TA 77 ( �.. � _i5' B.L. 8 &O _ - - - -- �i1 EASEMENT
\21AW / - _ 75'. m - - -T ` VOL. 7D251, PG. 356
T 15 - 141.18 jL - - - -- - 2650 15' B.L. - z: p )-__ - - -- 29X N 89'2509 E 210.13
oD i - - -T- -- - z - - - -- - - I. 28.55'./ 1 \ 2659' ; - B 222.76' D. R.D.Co..T.
a -- - - - - - - -- 19. , Bo. g4'S7'O6" E Existing RO.W. -. -.
90.73' 14 .:� , 2.16' 1 x ago os' c' 4,x. SaoS'. - 3 : s 69.27'26" w 420.29' cv 12 P. 0. B.
S 89 '29'11" W 525.41' CV. 15 d' 1/2 I.P.F.
200.38' 102.91' 1/2 I.P.F.
LOT LINE & CENTERLINE -
- - - - - - - - - - OF SCREENING WALL - - - - - -j T _ _ _ - - - - - r : - - - -
WEST BETHEL � ROAD Ln: �:
_ __ - -- - -- -- -- - -� - -- - - -� - -- -- -- - -� - -- - -- - - - -- -
p 0,147 ACRE RIGHT -OF -WAY
O DEDICATION PER THIS PLAT FINAL PLAT
SUMMIT AT THE SPRINGS U) - FIRST BAPTIST CHURCH OF COPPELL
THE RESERVE / J.H. SIMMONS SURVEY VOL. 97023, PG. 3493 0 VOL. 95167, PG. 5885
VOL.98249, PG. 23 (x D.R.D.Co.T.
DALLAS COUNTY A- 1296 D.R.D.Co.,Tx. Q
D.R.D.Co.,Tx. / 5059 fot",
VOL. 91251, P BLOCK A, LOTS 1 -29
G.
D. R. D. Co., Tx.
EDWARD A. CROW SURVEY, ABSTRACT NO. 301
18.506 ACRES OF LAND
SURVEYOR ENGINEER OWNER /DEVELOPER PD- 220R -SF -12
SEMPCO SURVEYING. INC. BENNETT ENGINEERING MIRA MAR DEV. CORP. CITY O F COP PELL, DALLAS COUNTY TE
3208 SOUTH MAIN STREET 2D3 N. JACKSON 6003 SUNDERLAND DRIVE Q
FT. WORTH, TEXAS 76110 P.O. BOX 2077 COLLEYVILLE, TEXAS 76034 MARCH 1 1 , 2 ®OS Sem pco
972- MAIN Surveying In c.
817- 926 -7876 TEXAS 75098 . ST. FORT WORTH, TX 7 6110 -4 27 8
FAX: 817 - 926 -7878 972 - 429 -3993 817 -996 -6698 3208 S
FAX: 972 - 429 -3963 FAX: 817 - 329 -1792 SHEET 1 o f 2 TEL: (817)926 -7876 FAX:(817)926 -7878
GPS- SURVEIING- MAPPING- PLANNING-CONSULTANTS Pr.j..t No. 6371 -PP -Re
VICINITY MAP
NOT TO SCALE
LOT No.
AREA
LOT No. AREA
LOT 1X = 3,741 S. F.
LOT 16 = 30,680 S. F.
LOT 1 =
LOT 2 =
15,231 S. F.
15,382 S. F.
LOT 17 = 44,525 S. F.
LOT 18 = 41,127 S. F.
LOT 3 =
LOT 4 =
14,940 S. F.
14,619 S. F.
LOT 19 = 36,475 S. F.
LOT 20 = 31,212 S. F.
LOT 5 =
LOT 6 =
15,812 S. F.
16,351 S. F.
LOT 21 = 27,943 S. F.
LOT 22 = 19,241 S. F.
LOT 7 =
LOT 8 =
20,018 S. F.
18,875 S. F.
LOT 23 = 14,961 S. F.
LOT 24 = 20,927 S. F.
LOT 9 =
LOT 10 =
24,980 S. F.
23,802 S. F.
LOT 25 = 19,980 S. F.
LOT 26 = 16,268 S. F.
LOT 11 = 57,902 S. F.
LOT 12 = 33,396 S. F.
LOT 27 = 20,221 S. F.
LOT 28 = 13,960 S. F.
LOT 13 =
LOT 14 =
23,313 S. F.
24,397 S. F.
LOT 29 = 16,130 S. F.
LOT 29X = 7,943 S. F.
LOT 15 =
26,510 S. F.
No. Bearin Dist.
0
1
.D DO
00 DO
.0 DO
00
T-9 N 021 D'47" De
T-10 N 00'30'49" 00
T-11 N .. D-
00 00
T-13 IS .0 0 DO
00 DO
T-15 N . 0 0 49 W 7 DO
T-17 S .0
T-18 N 00
PD CONDITIONS:
1. REQUESTED VARIANCES TO THE SUBDIVISION ORDINANCE:
A. DELETION OF ALLEYS
2. SIGHT EASEMENTS SHOWN AT THE INTERSECTIONS.
3. 498,0 - MIN. FF ELEVS. (2.0' FOOT ABOVE 100 YR. FLOOD ELEV.)
4. NO BUILDING PERMITS SHALL BE ISSUED FOR LOTS 9 THROUGH 22
UNTIL A LOMR IS RECEIVED, AND THESE LOTS ARE REPLATTED TO INDICATE
THE 100 YEAR FLOODPLAIN LINE, UNLESS THE FINAL PLAT IS NOT FILED UNTIL THE
100 YEAR FLOODPLAIN LINE IS APPROVED BY FEMA AS PRESCRIBED HEREIN.
5. LOT 1X AND LOT 29X TO BE DEDICATED TO AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION
ESTABLISHED FOR THIS ADDITION (SEE HOMEOWNERS ASSOCIATION DOCUMENTS FOR SPECIFICS).
6. THE HOMEOWNERS ASSOCIATION IS RESPONSIBLE FOR MAINTAINING ALL ABOVE- GROUND IMPROVEMENTS
IN LOT 1X AND LOT 29X.
7. FIVE FOOT (5') MAINTENANCE EASEMENT ALONG THE SCREENING WALL IS THE RESPONSIBLITY
OF THE PROPERTY OWNER TO MAINTAIN ON THEIR LOT. THE HOMEOWNERS ASSOCIATION WILL BE
ALLOWED ACCESS TO THE MAINTENANCE EASEMENT FOR REPAIRS TO THE SCREENING WALL.
8. A MINIMUM 8' SIDE YARD SHALL BE ON ALL LOTS, EXCEPT SIDE YARDS ADJACENT TO THE STREETS
SHALL HAVE A MINIMUM SIDE YARD OF 20' FEET.
9. FRONT YARD SETBACKS SHALL VARY FROM 25' TO 40'.
10. THIS PROPERTY SHALL BE DEVELOPED IN ACCORDANCE WITH THE SF -12 DISTRICT REGULATIONS,
EXCEPT AS HEREIN REVISED.
11. NO FENCE SHALL BE PERMITTED TO BE BUILT EAST OF THE SANITARY SEWER MANHOLES ON LOT 22.
12. SIDE YARD SETBACKS ON LOTS 4, 6, 26, AND 27 SHALL BE BUILDING AND FENCE SETBACKS.
SIDE YARD FENCES FOR THESE LOTS SHALL BE LIMITED TO DECORATIVE METAL.
Floodplain Development Permit Application No. 071001 NM has been filed with the City of Coppell
Floodplain Administrator on 02 day of October, 2007.
Date: October 02, 2007
Ken Griffin, P.E.
Floodplain Administrator,
The developer, builder, seller, or agent shall inform in writing, each prospective buyer of subdivision lots or property located
within special flood hazard areas of this site that such property is in an identified flood hazard area and that all development
must conform to the provisions of the City of Coppell Floodplain Management Ordinance.
The written notice shall be filed for record in the county Deed of Records and a copy of the notice must accompany the
application for development permit.
NOTE:
The City of Coppell will not have responsibility for maintenance of the
floodway /flood plain area as shown hereon. The maintenance for these
areas shall be the sole responsibility of the individual lot owners adjacent to
said areas. These areas are to remain free of improvements that may obstruct
the flow of storm water and protected from potential erosion by the owners.
No fences will be allowed in the Floodplain or any other structures (pools, decks,
gazebos, etc.) per the City's Floodplain Ordinance.
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EASEMENT
VOL. 95203, PG. 2898
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A 100 YEAR
%` FLOOD PLAIN
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EASEMENT N w
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D.R.D.Co..T. °i 3
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ACCESS /MAINTENANCE EASEMENT TO
COINCIDE THE
WITH WESTERN BOUNDARY
OF THE EXISTING SANITARY SEWER N
EASEMENT.
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VOL. 93215, PG. 8992 c
D. R. D.Co.,T 10' GENERAL TELEPHONE
I
w '
SCREENING EASEMENT
P, i VOL. 7D251, PG.
WALL EASEMENTNANCEry D.R.D.Co.,T.
0
F' �... i .............. _.. 25'
I
- ____ ____1_____� 26.46'
__ -- 60.00' T_5
29X
WATER
N 89'25'09" E 210.13' P VALVE
356
PROPOSED BACK OF CURB - ' CV i12 �
a
grate inlet
UN DERGROUND
TELEPHONE
MPRKER
SANITARY SEWER
��� � MANHOLE
EASEMENT DETAIL ALONG DENTON TAP
TOTAL AREA - 18.425 AC.
29 LOTS - 15.977 AC.
1X & 29X LOTS - 0.268 AC.
STREET R.O.W. - 2.033 AC.
R.O.W. DEDICATION - 0.147 AC.
OWNERS CERTIFICATE and DEDICATION SURVEYOR'S CERTIFICATE
STATE OF TEXAS STATE OF TEXAS
COUNTY OF DALLAS COUNTY OF DALLAS
WHEREAS, MIRA MAR DEV. CORP. is the owner of a 18.506 acre tract of land situated in the Edward A. Crow Survey, Abstract No. 301 in the KNOW ALL MEN BY THESE PRESENTS: That I, James W. Bartlett, do hereby
City of Coppell, Dallas County, Texas and conveyed by deed recorded in Document Number 200600465947 of the Official Public Records of certify that I prepared this plat from an actual and accurate survey of the land;
Dallas County, Texas and being more particularly described by metes and bounds as follows:
That the corner monuments shown were properly placed under my personal
supervision in accordance with the platting rules and regulations of the City of
BEGINNING at a 112 inch iron rod at the Southeast corner of said 18.506 acre tract, being located by deed in the South boundary line of said Coppell, Texas.
EDWARD A. CROW SURVEY, and said Point of Beginning being located at the intersection of the existing West right -of -way line of Denton Tap
Road (a 1DD foot wide public right -of -way at this point) with the existing North right -of -way line of Bethel Road (a 50 foot wide public right -of -way)
and being the beginning of a non - tangent curve to the left having a radius of 1145.92 feet and chord bearing North 89 degrees 37 minutes 16 James W. Bartlett
seconds West and chord length of 36.85 feet;
Registered Professional Land Surveyor
THENCE along said curve a distance of 36.85 feet to a point in the said North right -of -way line and the South boundary line of said 18.506 acre No. 1897
tract;
THENCE along the said North right -of -way line of Bethel Road and the said South boundary line of the1 5.506 acre tract, the following: STATE OF TEXAS
South 89 degrees 27 minutes 28 seconds West - 420.29 feet; COUNTY OF DALLAS
South 89 degrees 29 minutes 11 seconds West - 525.41 feet to an iron pin found; BEFORE ME, the undersigned, a Notary Public in and for the said County and
State, on this day personally appeared James W. Bartlett, known to me to be the
South 89 degrees 29 minutes 11 seconds West - 102.91 feet to the centerline of Grapevine Creek; person whose name is subscribed to the foregoing instrument and acknowledged
THENCE along the said centerline of Grapevine Creek as follows; to me that he executed the same for the purpose and consideration therein
expressed.
North 30 degrees 52 minutes 12 seconds West - 228.62 feet to a point;
Given under my hand and seal of office, this the day of
North 48 degrees 20 minutes 52 seconds West - 126.81 feet to a point; , A.D., 2008.
North 16 degrees 19 minutes 59 seconds West - 71.49 feet to a point;
North 01 degree 41 minutes 54 seconds East - 67.92 feet to a point; Notary Public in and for the State of Texas
North 36 degrees 06 minutes 13 seconds East - 73.44 feet to a point;
North 61 degrees 22 minutes 34 seconds East - 175.66 feet to a point; Recommended for Approval:
South 80 degrees 48 minutes 27 seconds East - 54.39 feet to a point; The undersigned, the City Secretary of the City of Coppell, Texas, hereby
certifies that the foregoing preliminary plat of the ALEXANDER COURT
North 74 degrees 07 minutes 14 seconds East - 48.28 feet to a point; subdivision or addition to the City of Coppell was submitted to the City Council on
the 12th day of June, 2007, and the Council, by formal action, then and there
North 62 degrees 48 minutes 34 seconds East - 94.52 feet to a point; approved the preliminary plat and by separate motion designated the Planning
North 47 degrees 02 minutes 02 seconds East - 78.65 feet to a point; and Zoning Commission to be the Municipal Authority responsible for the
approved of the Final Subdivision Plat of such land and the Final Subdivision Plat
North 77 degrees 49 minutes 11 seconds East - 139.29 feet to a point; of such land need not be brought back for final approval of the City Council
unless, through inaction on the part of the Planning and Zoning Commission,
North 59 degrees 08 minutes 48 seconds East - 186.60 feet to a point; such Final Plat Subdivision Plat is deemed approved by the Planning and Zoning
North 87 degrees 03 minutes 53 seconds East - 192.64 feet to a point; Commission for failure to act within the 30 -day period required by law.
South 69 degrees 25 minutes 09 seconds East - 134.66 feet to a point;
South 36 degrees 16 minutes 21 seconds East - 93.56 feet to a point; Witness my hand this day Of , A.D., 2008.
South 30 degrees 49 minutes 30 seconds East - 75.85 feet to a point;
South 49 degrees 27 minutes 47 seconds East - 201.20 feet to the East line of said 18.506 acre tract, said point also being West right -o(- -way line City Secretary
of Denton Tap Road (a 120 foot wide right -of -way at this point); City of Coppell, Texas
THENCE along the said East line of the 18.506 acre tract and the said West right -of -way line of Denton Tap Road as follows:
South 00 degrees 39 minutes 30 seconds East- 217.02 feet along a line 60 foot West of and parallel to the centerline of said Denton Tap Road, Final Subdivision Plat approved by formal action Of the Planning and Zoning
to a point; Commission on this day of , 2008 thereby
South 06 degrees 22 minutes 08 seconds East - 100.50 feet to a point, said point being 50.00 feet from the centerline of said Denton Tap Road; accepting the dedication Of streets, alleys, parks, easements, public places and
water and sewer lines as shown and set forth in and upon said plat, and
South 00 degrees 38 minutes 02 seconds East - 108.14 feet along a line 50 feet West of and parallel to the centerline of said Denton Tap Road to authorizing its Chairman to note the acceptance thereof by signing his name as
a point; hereinbelow subscribed.
South 00 degrees 31 minutes 52 seconds East - 43.19 feet along a line 50 feet West of and parallel to the centerline of said Denton Tap Road, to
the POINT of BEGINNING, containing 18.506 acres or 806,128 square feel of land.
FINAL PLAT
Cq&XWM4V fomw
BLOCK A, LOTS 1 -29
EDWARD A. CROW SURVEY, ABSTRACT NO. 301
18.506 ACRES OF LAND
CITY OF CORRELL, DALLAS COUNTY, TEXAS
MARCH 1 1 , 2008 PD- 22DR -SF -12
Sheet 2 of 2
Page 1 of 1
Ken Griffin -Fwd: Alexander Court
From: Marcie Diamond
To: Ken Griffin
Date: 3/11/2008 8:06 AM
Subject: Fwd: Alexander Court
Attachments: 8371 -FINAL PLAT fema.pdf
I assume we need to add a very specific note that NO BUILDING PERMITS SHALL BE ISSUED FOR ANY
CONSTRUCTION ON LOTS 9 -22 UNTIL LOMR...
>�
<P
<lz
> On 3/11/2008 at 7:50 AM, in message
►FEDJAOJENNLKGOMCFNDKEJEDKAA .bill @sempcosurveying.com >, "Bill Bartlett"
sill @sempcosurveying.com> wrote:
Marcie,
John Hawkins instructed me to add the sewer easement and original flood plain line to the
Alexander
court plat. Attached is a PDF file showing this. What do you need from me at this point for
John to
move foreword?
Bill Bartlett
Sempco Surveying, Inc.
3208 South Main Street
Fort Worth, TX 76110
phone: 817 - 926 -7876
fax: 817 - 926 -7878
file: HC: \Documents and Settings \radloo \Local Settings\ Temp \XPgrpwise \47D63DA3City_... 2/19/2010
Page 1 of 1
Ken Griffin -Fwd: RE: Alexander Court
From:
To:
Date:
Subject:
Attachments:
Marcie Diamond
Ken Griffin
3/11/2008 8:45 AM
Fwd: RE: Alexander Court
8371 -FINAL PLAT -2 fema.pdf
Here is page 2 - please look at the Flood Plain admin. signature block.. and note #4 .thanks
>>> On 3/11/2008 at 8:14 AM, in message
<AFEDJAOJENNLKGOMCFNDGEJFDKAA .bill @sempcosurveying.com >, "Bill Bartlett"
<bill @sempcosurveying.com> wrote:
Marcie,
Attached is requested Sheet 2. This has been a difficult project for
all. I appreciate your patience.
Bill
- - - -- Original Message---- -
From: Marcie Diamond [ mailto :mdiamond @ci.coppell.tx.us]
Sent: Tuesday, March 11, 2008 8:03 AM
To: bill @sempcosurveying.com
Subject: Re: Alexander Court
please send me page 2. I will review and respond to you very soon. thanks
Marcie Diamond, AICP
Assistant Director of Planning
City of Coppell
972 - 304 -3676
www.ci.coppell.tx.us
>>> On 3/11/2008 at 7:50 AM, in message
<AFEDJAOJENNLKGOMCFNDKEJEDKAA .bill @sempcosurveying.com >, "Bill Bartlett"
<bill @sempcosurveying.com> wrote:
Marcie,
John Hawkins instructed me to add the sewer easement and original flood plain line to the
Alexander
court plat. Attached is a PDF file showing this. What do you need from me at this point for John to
move foreword?
Bill Bartlett
Sempco Surveying, Inc.
3208 South Main Street
Fort Worth, TX 76110
phone: 817 - 926 -7876
fax: 817- 926 -7878
file: HC: \Documents and Settings \radloo \Local Settings\ Temp \XPgrpwise \47D6468CCity_... 2/19/2010