SC1075A (2)SH 19 0
(CALLED VARIABLE MDTH RIGHT—OF—WAY)
154.67'
TIMBERGLEN COMPANY, PS
VOLUME 3334, PAGE 934
LOT I
JOHN SMITH SURVEY MARSH LANE POPEYES
ABSTTRACT No. lag-5 ADD. R=905,00'
1= 117,60'
J" DISK CM. CAS. V PG. 434 P.R.DC. T. S" DISK
. . . . . . . . . . . . . . Q9_T
Wllr.11_1 r1lu SET - - -
I, S_ 8 9- 2.0'5, 7 0 E 265.90
60 REPLACING AN
1 5
w. 112 0-00
OBLI TERA TED
15*' SANITAR SEWER EASEMEN
IRF er City of Dallas n 411Q-1 , 962, erg 145A
Rq FkE T ✓ (unable - to 10, ate vol. & pg.)
I inch = 60 ft. k
CONTROL MONUMENT
112" IRF 112- IRON ROD FOUND
3" DISK 112" IRON ROD W13"
I SET ALUMINUM DISK STAMPED
WARSH-FRANKFORD NO. 2 ADD1770N
RPLS 4268" SET
112" IRS 1/2" IRON ROD SET
WIPLASTIC CAP STAMPED
"7X REG NO 100189-000
1318 " IRS 318-IRON ROD SET
WILLIAM MILLER SURVEY
ABSIRA. T No. 883
, or heccP6 in:
On.- Ser, 24213 i 03,Z16P
Aii
Elk
riARSH4RA,rTT0F.b i;
kc NinibA_r: 2(W, 178
flo of
V.. T
15' SAN. SEWER
ESH T.
tt /CAB, F PG. 133
50.00,
486.52'
OWNER.
END ASSOCIATES LTD
LOT 1, BLOCK 8748
MYERS LANDING It
CABINET F, PAGE 133
RIVOERGLEN ROAD
(6a-,\STREET EASEMENT)
4471,31'
W 1B, BLOCK 8747
Y
X
9,30 A15' WASTEWATER
CRES
)Xox ESM T
01✓
C All. 70
20' DRAINAGES` CAB. N PG. 387
C:i ESUT
Al RC
Pj•4 T _
CAB. N PG. 3�7
91, cz�
6 t �O A DO� �)N L=229�041
C)
4� 74
C,11,_,'3!NF1' X, " AGE 495
A�
0 0� C, CQ o4 WILU" LARM SURVEY
6)
4v A TE SURVEY L t-i
y
Q ✓ ' PLUMBER'S DETAIL "B-)
LA EASEMENT
S 00*04'03" E
(BY PLAT)
C3 238' 112 "y 6
<ci
N a 28,30 E 170,09'
W 1 95' N 8915557"IE 233.97'
5 88'28;3
Q
4 3" DISK
��, z R� / N 2919 ,41 L.98
5.82'
2.62' SET =6LQ
✓ 20 A TER EA SEMEN T--
CABI T XPAGE 495
, L,OK
R.D.CT
Vrr
J" DISK 10' PRIVATE SANI Y I V) - $ %g*
m•
� 0.9,48.5 ACRES
SET SEWER EASEMENT
✓ CABINET X, PAGE 495 0i (SEE DETAIL -A")
P.R.D.C.T -X' CUT (SET) S 001041030 E
P, '*
I 35 ACCESS EASEMENT
0 L= FOR LOTS 1 & 2
NZ j L=5 70' CABINET X PAGE 495
215.45' IV 895 4`44 W 149.70
Cu
T
J DISK IN 89 4 V 7 ; W 2- 6, 9. t 1 4aoo
SET - - - - - - - - -
ck
ZZ
OR
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C.M.
112"
IRF
V 46 of IRS
1 //-2 z,
"X` CU SE tr>
DETENTION AREA 25. 00',46 r-z S 89 155158 W
EASEMENT 11 0�1
CURVE -D*TA It 27-44"
GABItiff X, PAGE 495 4!FP!7108` 25 DRAINAGE EASEMENT cx:
DRAINAGE EASEMENTCABINET X PACE 495
CLERK'S FILE # 96R0003121✓ P.R.D.CIT
R.P.R.D.C.T. T=J1 I t'
e-i
00-S 7356942" W
a61 60'
MARSH ROAD LLC
✓ SECOND AMENDED PLAT L=61 36' _LU
MARSH-FRANKFORD ADDITION R=2k50"
LOT 2, BLOCK A18747
CABINET X, PAGE 495 p
P.R.D.C. T.
R= 159 50'
L=33.69'
W PRIVATE HEIRS OF W LUTTRE L SURVEY
SANITARY SEWER EASEMENT ABSTRACT No. 766 .0. 65. 00' 55.0(
CABINET X, PAGE 495, PIR.D.C. T
DETAIL "A
S 00 104103" E
CUT SET
318"' IRS
N 60'54144-0 W 1-49.10 p S 0905-5`58" W
-V- CUT (SET)
LOCATION MAP LOCATION
NOT T-P KALE
EXISTING 35' ACCESS EASEMENT
CURVE I
A--497856"
R=150.00'
T=68,86'
L=129. 11'
CB=S 65*25"48" W
Ch=125.16'
DETAIL
mnifs i �
4
---
S 00*04'03" E--"' \
2.62P 112 - IRS
5' PLUMBER'S LOT 1A
LATERAL EASEMENT
(BY 7741S PLAT)
ABSTRACT No. 755
rOTAL CURVE
-14* A -56' J4
R=905.00
T-Ila6.94
L=236.021*
CV=S 07*J2'20* E
DETENTION J
,4- AREA ESMT
CAB. N PG. 387
OUR. VE DATA
J I A=031-7.9141**
R-.912-50'
Pw26.51' OWNER.
L =53. 00' f DALLAS HOUSING
CB-S 01 -554a W I AUTHORITY
Ch=53.00, i LOT 2
r - - - - - - CLERKS FILE jf97-0070020
POINT OF
BEGINNING
L=66.OJ'
R=912.50' DALLAS HOUSING AUTHORITY
LOT 2, BLOCK A18748
DALLAS HOUSING AUTHORITY ADDITION
CABINET /\[, PAGE 387
L=72.18'
R=997.50'
10' UPLITY ESMT
CAB, N, P. 387
DETENTION AREA EASEMENT STATEMENT
The proposed detention area along Block A/8747 within the Limits
of this addition will remain as detention area to the line and
grade shown on the plans at all times and will be maintained by
the individual owners of the lot or lots that are traversed by or
adjacent to the Detention Area in Block A/8747. The City of Dallas
will not be responsible for the maintenance and operation of said
Detention Area or for any damage or injury to private property or
person that results from the flow of water along, into or out of
said Detention Area, or for the control of Erosion.
No obstruction to the natural flow of storm water run-off shall be
permitted by filling or by construction Of any type of dam,
building, bridge, fence, walkway or any other structure within the
designated Detention Area, as hereinafter defined in Block A/8747,
unless approved by the Chief Engineer of Development Services.
Provided, however, it is understood that in the event it becomes
necessary for the City of Dallas to erect any type of Drainage
structure in order to improve the storm drainage that may be
occasioned by the streets and alleys in or adjacent to the
subdivisions, then in such event, the City of Dallas shall have
the right to enter upon the Detention Area at any point, or
points to erect, construct and maintain any drainage facility
deemed necessary for drainage purposes. Each property owner shall
keep clean and free of debris, silt, and any substance which would
result in'unsonitary conditions and the City of Dallas shall have
the right of ingress and egress for the purpose of inspection and
supervision of maintenance work by property owner to alleviate any
undesirable conditions, which may occur.
The Detention Area in Block A/8747, as in the case of all
Detention Area, is subject to Storm Water overflow to on extent,
which cannot be clearly defined. The City of Dallas shall not be
held liable for any damage of any nature resulting from the
occurrence of these natural phenomena, nor resulting from the
failure of any structure or structures within the Detention Area
or the subdivision storm drainage system.
The Detention Area serving the plot is shown by the Detention Area
Easement Line as shown on the plot.
OWNERS CERTIFICATE
STATE OF TEXAS
COUNTY OF DENTON
WHEREAS, MARSH ROAD LLC is the owner of a tract of land situated
in the John Smith Survey, Abstract Nurnber 1225, the William Miller
Survey, Abstract Number 883 and the;'IHeirs of William Luttrell
Survey, Abstract'Number 766, Denton JCourity, Texas, and being Lot
1, Block A/8747, Second Amended Plat,,,.,Morsh-Fronkford Addition, an
addition to the City Of Dallas, Denton County, Texas, according to
the plot thereof recorded in Cabinet 11N, Page 495, Plot Records of
Denton County, Texas, and being a portion of a tract of land
conveyed to Marsh Road LLC accordin4,,jto:Warronty Deed as recorded
in Volume 5280, Page 5990, Real Prope'�Ity�Records of Denton County,
Texas, and being more particularly described as follows:
BEGINNING at a 3/8" iron rod (no Block
set in gap in concrete for
! ;
the southeast corner said Lot 1, q* A/8747, and being in the
west line of Marsh Lone (variable width right-of-way);
THENCE S 89'.55'58" W, 27.44 feet wit1h the south line of said Lot
1, Block A/8747 to an"x" cut (set) f"
r corner,,
THENCE S 00'04'03" E, 0.44 feet with`the east line of said Lot 1,
Block A/8747 to o"v" cut (set) for corner;
THENCE N 89'54'44" W, 149.70 feet witfh the south line of said Lot
1, Block A/8747 to a "v" cut (set) ffor the beginning of a tangent
curve to the left having a central angle of 32'17'08", a radius of
114.38 feet, a tangent length of 33.1fl,; feet, a chord bearing of S
73*56'42"W and a chord distance of 43.60 feet;
THENCE along said tangent curve to the left, with the south line
of said Lot 1, Block A/8747, an orcidistance of 64.45 feet to an
it x"out (set) set for corner;
THENCE N 89'24'07" W, 268.11 feet with the south line of said Lot
1, Block A/8747 to a 1/2" iron rod kith 3" Aluminum Disk Stamped
"Marsh-Frankford No. 2 Addition, RPLS'! 4268" set for corner in 'the
east line of State Highway 190 (variable width right-of-way) 03
recorded under County Clerk's File Number 96-003120, Real Property
Records of Denton County, Texas;
is
THENCE N 15*00'33" E, 87.94 feet with'the east line of said State
Highway 190 to a 1/2" iron rod with 3" Aluminum Disk Stamped
"Marsh-Frankford No. 2 Addition, RPL§4268" set for corner;
THENCE N 29'1941" E, 384.15 feet with the east line of said State
i I p
Highway 190 to a 1/2" iron rod wil th 3 Aluminum Disk Stomped
"Marsh-Frankford No. 2 Addition, RPL al 4268" set for corner;
THENCE S 89'20'57" E, 265.90 feet witlh the north line of said Lot
1, Block A/8747 to a 1/2" iron rod v,Yijh3" Aluminum Disk Stomped
"Marsh-Frankford No. 2 Addition, RPLS;4268 set for corner in the
west line of the aforementioned Marsh Lane at the beginning of a
non -tangent curve to the right having a central angle of
14*56'34", a radius of 905.00 feet,ko tangent length of 118.69
feet, a chord bearing of S 07'32'20!1" E and a chord distance of
235.36 feet;
THENCE along said non -tangent curve do the right and with the east
line of said Lot 1, Block A/8747 andfithe west line of Marsh Lane,V�
an arc distance of 236.02 feet to a 12" iron rod with 3" Aluminum
Disk Stamped "Marsh-Frankford No. 2 JAddition, RPLS 4268" set for
corner;
is
THENCE S 00'04'03" E, 115.50 feet with the east line of said Lot
1, Block A/8747 and the west line of Marsh Lone to a 1/2" iron rod
found for corner, said iron rod beinlg'the beginning of a tangent
curve to the right having a central jangle of 03*19 41', a radius
of 912.50 feet, a tangent length of 26.51 feet, a chord bearing of
S 01*35'48"W and a chord distance of1:53.00 feet;
THENCE along said tangent curve to t1he right, with the east line
of said Lot 1, Block A/8747 and th6�west line of Marsh Lane, an
017c length of 53.00 feet -to the POINT OF BEGINNING and containing
3.8416 acres (167,339 square feet) Of1i'land, more or less.
li
is
SURVEYORS CERTIFICATE
1, John L. Melton, a Registered Professional Land Surveyor,
licensed by the State of Texas, affirinA hot this plot was prepared
under my direct supervision, from reddrded documentation, evidence
collected on the ground during fieldJO'perotions and other reliable
documentation; and that this plot substantially complies with the
Rules and Regulations of the TexaslBoard of Professional Land
Surveying, the City of Dallas Deve4opment Code (Ordinance No.
19455, as amended), and the Texas Ldci'iof;'Government Code, Chapter
212. 1 further affirm that monumentidtion shown hereon was either
found or placed in compliance with t�,e City of Dallas Development
Code, See. 51 A-8.61 7 (o)(b)(c)(d)&(d)' ' ,; and that the drawing file
accompanying this plot is a precise rie . presentation of this Signed
Final Plat.
FOR N D. AIER CONSULTING ENGINEERS, INC.
John L. Melton
1!
_
Registered Professional Land Surveyo1#4268 JOHNL.MECON
#4268 r-
STATE OF TEXAS l U VO
COUNTY OF DALLAS
Before me, the undersigned authoritya Notary Public in and for
said County and State, personally aiillOeared John L. Melton, known
to me to be the person whose name is subscribed to the foregoing
,
!
instrument, and acknowledged to me th''
b�
t he executed some for the
purposes and considerations herein eNpressedri
.
GI EN ND R MY HAND AND SEAL OF OFFJCE, this the a daof
2009. y
#v1ARYG. GOLD
my com lesion Expires
DAn ylahjt — 11 1 Jwu 27,2011
Notary PubIVc in and for Do I I as Couribl), Texas
My commission expires:
SC,110-75A CoO t A N*747 kv-r
THAT, MARSH ROAD LLC acting by and through its duly authorized
agent, Robert Finley does hereby adopt this plot, designating the
herein above described property as MARSH-FRANKFORD NO. 2 ADDITION,
an addition to the City of Dallas, Denton County, Texas, and do
hereby dedicate, in fee simple, to the public use forever any
streets, alleys and floodway management areas shown thereon. The
easements shown thereon are hereby reserved for the purposes
indicated. The utility and -fire lone easements shall be open to
the public, fire and police units, garbage and rubbish collection
agencies, and all public and private utilities for each part icuf or
use. The maintenance of paving on the utility and fire lone
easements is the responsibility of the property owmer. No
buildings, fences, trees, shrubs or other improvements or growths
shall be constructed, reconstr6,c.ted or p..lqped upon, over, or
across the easements as shown. Said easements being hereby
reserved for the mutual use and occommodation of all public
utilities using or desiring to use some. All and any public
utility shall have the right to remove and keep removed oil or
parts of any building, fences, trees, shrubs, or other
improvements or growths which in any way may endanger or interfere
with the construction, maintenance or efficiency of it's
respective system on the easements, and all public utilities shall
at all times have the full right of ingress and egress to or from
the said easements for the purpose of constructing,
reconstructing, inspecting, patrolling, maintaining, and adding to
or removing all or parts of it's respective systems without the
necessity at any time of procuring the permission of anyone.
(Any public utility shall have the right of ingress and egress to
private property for the purpose of reading meters and any
maintenance or service required or ordinarily performed by that
utility.)
Water main and wastewater easements shall also include additional
area of working space for construction and maintenance of the
systems. Additional easement area is also conveyed for
installation and maintenance of manholes, ciecinouts, fire
hydrants, water services and wastewater from the moin to the curb
or pavement line, and the description of such additional easements
herein granted shall be determined by their location as installed.
This plot approved subject to oil platting ordinances, rules,
regulations, and resolutions of the City of Dallas, Texas.
t.
Witpess my hand AT Mill Valley, California, this the _161 day of
11 1 .116�t�,&,-',,U- -� 1 2009.
By:
Robert Finley, Manager, MARSH ROAD LLC
STATE OF CALIFORNIA
COUNTY OF MARIN
Be -fore me, the undersigned authority, a Notary Public in and for
said County and State, personally appeared Robert Finley, known to
me to be the person whose name is subscribed to the foregoing
instrument, and acknowledged to me that he executed some for the
purpose and considerations herein expressed.
GIVEN UNDER ,)MY HAND AND SEAL OF OFFICE, this the ,L�,,.day of
2009,
IMP, 0/
Notary Public in and for Morin County, Calif 0,
My commission expires:-
OZ1.
00.
GENERAL NOTES
1 Bearings for this survey are referenced to boundary corner
monuments (call S 00'04'03" E) on the east fine of Lot 1, Block
A/8747, Second Amended Plot of Morsh-Frankford Addition as
recorded in Cabinet X, Page 495, Plot Records of Denton County,
Texas.
2.) The purpose of this reptat is to subdivide Lot 1 into 2 lots.
3.) Lot to lot drainage will not be allowed without Engineering
Section approval.
4.) Vehicular access to State Highway 190 requires NTTA approval.
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FINAL PLAT
MARSH-FRANKTO, RD N-0. 2% ALID,1770#
1.
AND 1B, ` L 0 A 74 7
LO*7
BEING A REPLAT OF LOT lo BLOCK A18747
SECOND AMPOW PLAT MARW—F)RAWVRD ADDIR
3.8407 ACRES SITUATED IN THE
JOHN SMITH SURMEY AB.67RACT NUA48ER 1225,
MLLIA14 MXLER SWVEY ABSNA,CT V,.W'
88J It AND
HEIRS OF -MLLIA M LUTTRELL SURVEY, ARSWACT NUMBER 766
CITY OF DALLAS, DENTON COUNTY TEXAS
'"TY P'AN FILE NO. S,089-111
OVINER. ENGINEERISURVEYOR:
MARSH ROAD LLC NATHAN A MAIER CONSULTING biGINEERS, INC
CIO RPS DEVELOPMENT COMPANY, INC. 8080 PARK LANE, SUITE 600
2653 HIGH HEAVEN ROAD DALLAS, TEXAS 7523I
McMINNVILLE, OREGON 97128 (214) 739-4741
(50J) 435-4907 TBPLS FIRM NO.: 1001890-00
AUGUST, 2009 N0MCE JOB;,q —12-153
SHEE T 1 OF 1