2012-293s:Uegal\our documents\ordinances\12\gray acquisition ordinance.doc
ORDINANCE NO. 2012-293
AN ORDINANCE FINDING THAT A PUBLIC USE AND NECESSITY EXISTS TO
ACQUIRE (I) FEE SIMPLE TO A 5.59 ACRE TRACT; (II) A DRAINAGE EASEMENT
ENCUMBERING 1.7 ACRE; (III) A SLOPE EASEMENT ENCUMBERING 2.83 ACRES;
AND (IV) A TEMPOR.ARY CONSTRUCTION, GRADING AND ACCESS EASEMENT
ENCUMBERING A 0.06 ACRE TRACT, SAID TRACTS LOCATED 1N THE WILLIAM
ROARK SURVEY, ABSTRACT NO. 1087, JAMES L. HARRIS SURVEY, ABSTRACT NO.
555 AND JAMES EDMONSON SURVEY, ABSTRACT NUMBER 400 AND LOCATED 1N
THE CITY OF DENTON, DENTON COUNTY, TEXAS, AS MORE PARTICULARLY
DESCRIBED ON EXHIBIT "A", ATTACHED HERETO AND MADE A PART HEREOF,
LOCATED GENERALLY IN THE 4500 BLOCK OF SOUTH BONNIE BRAE STREET (THE
"PROPERTY 1NTERESTS"), FOR THE PUBLIC USE OF EXPANDING AND IMPROVING
BONNIE BR.AE STREET, A MUNICIPAL STREET AND ROADWAY; AUTHORIZING
THE CITY MANAGER OR HIS DESIGNEE TO MAKE AN OFFER TO (1) RICHARD A.
GRAY, JR. (THE "OWNER"); (2) SUCCESSORS IN 1NTEREST TO THE OWNER TO THE
PROPERTY INTERESTS; OR (3) ANY OTHER OWNERS OF THE PROPERTY
1NTERESTS, AS MAY BE APPLICABLE, TO PURCHASE THE PROPERTY iNTERESTS
FOR THE PURCHASE PRICE OF THREE HiJNDRED TWENTY TWO THOUSAND N1NE
HUNDRED NINETEEN DOLLARS AND NO CENTS ($322,919.00), AND OTHER
CONSIDERATION, AS PRESCRIBED 1N THE PURCHASE AGREEMENT (THE
"AGREEMENT"), AS ATTACHED HERETO AND MADE A PART HEREOF AS EXHIBIT
"B"; AUTHORIZING THE EXPENDITURE OF FUNDS THEREFOR; AND PROVIDING AN
EFFECTIVE DATE.
WHEREAS, after due consideration of the public interest and necessity and the public
use and benefit to accrue to the City of Denton, Texas; NOW, THEREFORE,
THE COUNCIL OF THE CITY OF DENTON HEREBY ORDAINS:
SECTION 1. The City Council finds that a public use and necessity exists, and that the
public welfare and convenience require the acquisition of the Property Interests by the City of
Denton, Texas (the "City"). The City Council hereby finds and determines that the acquisition
of the Property Interests is necessary for public use to provide street and roadway expansion and
improvements to serve the public and the citizens of the City of Denton, Texas.
SECTION 2. The City Manager, or his designee, is hereby authorized to make a formal
offer to purchase the Property Interests to (i) the Owner; (ii) any and a11 of Owner's successors in
interest to the Property Interests; or (iii) any other parties who may own any interest in the
Property Interests, as may be applicable.
SECTION 3. The City Manager, or his designee, is hereby authorized to (a) execute for
and on behalf of the City (i) the Agreement, by and between the City and Owner, or other owners
of the Property Interests, as applicable, in the form attached hereto and made a part hereof as
Exhibit "B", with a purchase price of $322,919.00 and other consideration, plus costs and
expenses, all as prescribed in the Agreement; and (ii) any other documents necess�ry for closing
the transaction contemplated by the Agreement; and (b) make expenditures in accordance with
the terms of the Agreement.
SECTION 4. The City Manager, or his designee, is directed, by certified mail, return
receipt requested, to disclose to Owner, or other owners of the Property Interests, as applicable,
any and all appraisal reports produced or acquired by the City relating specifically to the
Owner's property and prepared in the 10 years preceding the date of the offer made by the
Agreement.
SECTION 5. The offer to Owner, or other owners of the Property Interests, as
applicable, shall be made in accordance with all applicable law.
SECTION 6. If any section, article, paragraph, sentence, phrase, clause or word in this
ordinance, or application thereof to any persons or circumstances, is held invalid or
unconstitutional by a court of competent jurisdiction, such holding shall not affect the validity of
the remaining portions of this ordinance; the City Council declares that it would have ordained
such remaining portion despite such invalidity, and such remaining portion shall remain in full
force and effect.
SECTION 7. This ordinance shall become effective immediately upon its passage and
approval.
PASSED AND APPROVED this the ��/"L day of �G�� , 2012.
MARK A. B O S, AYOR
ATTEST:
JENNIFER WALTERS, CITY SECRETARY
By:
APPROVED AS TO LEGAL FORM:
ANITA BURGESS, CITY ATTORNEY
By:
Page 2
PAGE 1 DF 5
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/ 35.Ofi'
3500 RIESLING OR �.�
L0T 27, BLOCK 2
PETER ZHU 6 _ -e`�.�
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LAUREN RAINEY
EXHIBIT A- to Ordinance (Property Iriterests)
SETi/2" I.R.
W/GAI CAP
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LOT 25, 9LOCK 2
BHUCE & KRYSTAL
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p� LEE CApTERSHA
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4513 HEFLUT OR
LOT 23. BLOCK 2
l CHRISTOPHER SIHS
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4517 NERLOT OR
L0T 22. BLOCK 2
D�UGLAS 7EAGIJE
4521 MERLOT �R
LOT 21; BLOCK 2
JAHES BALLARD
460! NERLOT DR
LDT 20 BLOCK 2
JEREM`F & LAURA
WELLS
S88 •04' -
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4605 HERLOT OR
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NOTE;
APPAOX. 3.46 AC LIES WITHIN FLOODPLAIN,
BASIS OF BEARING IS NORTH AMERICAN DATUM
OF 1983 (NAII—B3) STATE PLANE COOR�INATE
SYSTEM, TEXAS NORTH CENTRAL.
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GRAPHIC SCAIE f,'=1�0� EXISTING
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HORNBEAM 5T
7, BLOCK A LOT B, LOT 9, LOT !0,
JOHN N. ALEXANDER BLOCK A 9LOCK A BLOCK A
10. 2010-6369]
.R.O.C.T.
A PORTION OF THIS DESCRIPTION LIES WITHIN A FEDERAL
EMERGENCY MANAGEMENT AGENCY DESIGNATED FLOOD PLATN
OFi FLOOD PRONE AREA AS DESIGNATE6 ON THE FLOOD
INSURANCE RA7E MAP FOR DENTON COUNTY COMMUNITY
PANEL 48121C0370 G,EFFECTIVE DATE APRIL 18.2011.
PARCEL 39—ROW-1
BEING A
243,431 SQ.FT./5.59 ACRE
WHICH 24,231 SQ. FTo LIES WITHIN
RIGHT—OF—�AY OF BONNIE BRAE STREET
SITUATED IN THE
ROARK SURVEY, ABSTRACT N0. 1087,
L. HARRIS SURVEY, ABSTRACT N0. 555
EDMONSON SURVEY, ABSTRACT N0.400
DENTON COUNTY� TEXAS.DATE: SEPTEMBER°"2012
J/Denton/P39-Row-�
PAGE 2 OF 5
EXHIBIT A- to Ordinance (Property Interests)
•AIGMARO ��A,-�GRAY; -•JR
�OC. N0. 2009-528436
D.R.O.C,T,
a= a3 •sz � qa °
R=847.50'
T=338.52'
L=644.13'
Cb=N57 '45' 27"E
Lc=628.74'
Qa 66 ��.'r'1 � 39 ��
R=752.50'
Ta494.23'
L=874.6U'
Cb=N46 ' i�l'04 "E
Lc=826.2U'
SETi/2" I.R.
W/GAI CAP
SETi/2" I.R, \
W/GAI CAP � ZZ8_q6'
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W/GAI CAP A�847, 5� �
T=556.62'
L=9B5.01'
Cb=S46'14' 04"W
Lc=930.50' /
s �
�� 69 �20 � 16 ° 100 Yp / f
R��rJ2 . rj� ' FLOOOPLAIN �
��,� T=520 . 45 ' � �
L=910.66'
� Cp=S44 '51' 43"W ��
�,�ya L�=856. 09' �
f / RICHARD A. GAAY, JR
/ � DOC. N0. 2008-128436
D.R.D.G.7.
s
NOTE: SE7 1/2" I. R. W/ GAI CAP 10 / NOTE: �
BE SET AT END OF CONSTRUCTTON_ � APPROX. 3.46 AC LIES WTTHTN FLOODPLAIN.
� A PORTION OF THIS DESCRIPTION LIES WITHIN A FEDERAL
EMERGENCY MANAGEMENT AGENCY DESIGNATED FLOOD PLAIN
BASIS OF BEARING IS NORTH AMERICAN DATUM OR FLODD PRONE AREA A5 DESI6NATED ON THE FLOOD
OF 1983 (NA�-83) STATE PLANE COOR�INATE INSURANCE RATE MAP FOR DENTON COUNTY COMMUNTTY
SYSTEM, TEXAS NORTH CENTRAL. PANEI. 48�21C0370 G,EFFECTIVE DATE APRIL 18,2011,
n�
GRAPHIC SCALE S'=100
0 50 100 150
. Graham Associates,lnc.
CONSULTING ENGINEERS k PLANNERS
aoo s�x tucs aave. suitE 600
.,wut�mnNb-;[Exx�s �eotf (et uo-esu
IBPE F1R1At F-1101/iBPl.s F7 � 101638-00
OF
EXISTING
�PILLIAM
JAMES
JAMES
PARCEL 39—ROW--1
BEING A
243,431 SQ.FT./5.59 ACRE
w
w
�
�YHICH 24,231 SQ. FT. LIES WITHIN
RIGHT—OF—WAY UF BONNIE BRAE STREET
SITUATED IN THE
RO.ARK SURVEY, � ABSTRACT N0. 1087,
L. HARRIS SURVEY, ABSTRACT N0. 555
EDMONSON SURVEY, ABSTRACT N0.400
DENTON COUNTY, TEXA DATE: SEf'TEMB�R 2012
., _.,......_ �
PAGE 3 OF 5
EXHISIT A- to Ordinance (Property Interests)
HARVIN HENOERSON ESTATE TpUST
OOC. ND, 96-R0055B00
O.R,D.C.T:
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"Si7RVEY 'L'INE
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Q= 66'35'33"
"A`752 : 5`0 '
T=494.23'
L=874.60'
Cb=N46'14'04"E
L�=826.20'
SETS/2" I.R.
_ W/GAI CAP
\
N12'56'18"E
59.62'
SET1/2" I.A.�'
W/GAi CAP �
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Ly � \ �Nti�' /
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BASIS OF BEARING IS NORTH AMERICAN OATUM
OF 1983 (NAO-83) S7ATE PLANE COORDINATE
SYSTEM, TEXAS NORTH CENTRAL.
n
GRAPHIC SCALE f"=f00'
0 50 100 950
Grdham Associates,lnc.
CCINSUI.TING ENGINEERS � PLANNERS
eoo sx r-u�cs orave. su� sao
uu.�wTa►„iocAS �emt et� e+o-as�s
iBPE FlRIA: F^11B1jIBPLS RM� 101638-00
OF
EXISTING
�YILT.TAM
JAMES
JAMES
�= 66 °35 ' 33 °'
R=847.50'
T=556.62'
L=985.09'
Cb=S46'14'04"W
Lc=930.50'
3'54' 10"E
95.14'
"1/2" I.R.
/6AI CAP
S 12 '56' 1B"W
54.38'
=T�/2' I.R.
W/GAI CAP
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AICNARD A, GRAV, .JR \
DOC, N0. 2008-129436 \
D.R.D.C.T.
\
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NDTE: 5ET 7/2" I.R. W/ GAI CAP TO
BE SET AT END OF CONSTRUCTTON,
NOTE:
APPROX. 3.46 AC LIES WITHIN FLOODPLAIN.
A PORTIDN OF THIS DESCRIPTION LIES WITHIN A FE�ERAL
EMERGENCY MANAGEMENT A6ENCY DESIGNATEO FLOOD PLAIN
OR FLOOD PRONE AREA A5 QESIGNATED ON 7HE FLOOD
INSURANCE RATE MAP FOR DENTON CDUNTY COMMUNITY
PANEL 46121C0370 G,EFFECTIVE OATE APRII. 18.2011.
PARCEL 39—ROW-1
BEING A
243,431 SQ.FT./5.59 ACRE
WHICH 24,231 SQ. FT. I,IES WITHIN
RIGHT—OF—WAY OF BONNIE BRAE STREET
SITUATED IN THE
ROARK SURVEY, ABSTRACT N0. 1087,
L. HARRIS SURVEY, ABSTRACT N0. 555
EDMONSON SURVEY, ABSTRACT N0.400
DENTON COUNTY,TEXAS
DATE: SEPTEMBER 2012
7!!7!!��
v�uc�rwivr.,., .�.... .
Page 4 of 5
EXHISIT A- to Ordinance (Property Interests)
PARCEL 39-ROW-1
LEGAL DESCRIPTION
Being a 5.59 acre ixact of land situated in the William Roark Survey, Abstract No. 1087, James L.
Harris Survey, Abstxact No. 555 and the James Edmonson Survey, Abstract No. 4Q0, Denton
County, Texas ar�.d being a portion of that certain parcel conveyed to Richard A. Gray, Jr., as
recorded in Iustrument No. 2008-1.28436, Deed Records, Denton County, Texas, and being more
particularly described as follo�rs:
BEGINNING at a found S/8 inch iron rod, said point being the in the south line of said Richard
A. Gray Jr. txact and the northwest corner of Lot 7, Block A, Meadows at Hickory Creek, Phase
One as conveyed to Linda 3. and 7ohn M. Alexander, Instrumeut No. 20I0-63691, Deed Records,
Denton County, Texas, and being in the existing east riglit-of-way line of Bonnze Brae Street
(ha�ing a variable width R.O.W.);
THENCE South 88°04'29" West, leaving said existing east right-of-way line aud along said south
line, a distance of 34.07 feet to a point for corner, said point being in the approximate centerline
of e�sting said Bonnie Brae Street; �
THENCE North 00°37'00" West, leaving said south line and along said existing centerline, a
distance of 663.26 feet to a point for corner, said point being the proposed north right-of-way line
of Bonnie Brae,Street �(having a variable width R.O.W.);
THENCE North 88°43'15" East, leaving said centerline and along said .proposed north right-of-
way line, a distance of 35.06 feet to a set 1/2 inch iron rod with GAI cap for corner;
THENCE South O1°16'45" East, along said proposed north right-of-way line, a distance of 40.00
feet to a set 1/2 inch iron rod with GAI cap for corner, for the beginniug o:f a tangent cuzve to the
left having a radius of 170.00 feet, a central angle of 49°55'S2", and a long chord which bears
South 26°14'41" East, 143.50 feet; ,
THENCE continuing along said proposed north right-of way line and along said tangent curve to
the left, an arc distance of 148.15 feet to a set 1/2 inch ixon rod with GAI cap for corner;
THENCE North 79°37'25" East, continuing along said proposed north right-oiway line, a
distance of 42.68 feet to a set 1/2 inch iron rod with GAI cap for corner, for tk�e beginning of a
non-tangent curve to the right having a radius of 847.50 feet and a central angle of 43°32'48" and
a long choxd which bears North 57°45'27" East, 628.74 feet;
TI�NCE continuing along said proposed north right-of-way line and along said non-tangent
curve to the right an arc distance of 644.13 feet to a set 1/2 inch iron rod with G.AI cap for corner;
THENCE North 79°31'51" East, continuing along said proposed north rigb.t-of way line, a
distance of 228.46 feet to a set 1/2 inch iron rod with GAI cap for corner,°f�r`tke beginning of a
tangent curve to the left having a radins of 752.50 feet, a central angle of 66°35'33", and a long
chord which bears North 46°14'04" East, 82b.20 feet;
EXHIBIT A- to Ordinance (Property Interests)
Page 5 of 5
THENCE continuing along said proposed north rxght-of-way line and along said tangeni cuive to
the left, an arc distance of 874.60 feet to a set 1/2 inch iron rod with GAI cap for corner;
THENCE North 12°56'18" East, continuing along said proposed nortl� right-of-way line, a
distance of 59.62 feet to a set 1/2 inch iron rod with GAI cap for corner, said point being in the
north line of said Richard A. Gray Jr. tract and being in the south line of a tract conveyed to
Marvin Henderson Estate Trust, as recorded in Instrument No. 9b-R0055800, Deed Records,
Denton County, Texas, being a common line;
THENCE South 73°54'10" East, leaving said proposed north right-of-way line, and along said
common line, a distance of 95.14 feet to a set 1/2 inch iron rod with GAI cap for corner, said
point being isrthe�proposed°south°right<of��vay 1iuc5of�said-$onnie Bra� Street;
THENCE South 12°56'18" West, Ieaving said common line and along said proposed south right-
of-way line, a distance of 54,38 feet to a set 1/2 inch iron.rod with GAI cap for corner, for the
beginning of a tangent curve to the right having a radius of 847.50 feet, a ceniral angle of .
66°35'33 ", and a long chord which bears South 46°14'04" West, 930.50 feet;
THENCE continuing along said proposed south xight-of-way Iine� and along said tangent curve to
the right, an arc distance of 985.01 feet to a set 1/2 inch iron xod with GAI cap for corner;
THENCE South 79°31'S1" West, continuing along said proposed south right-of-way line, a
distance of 228.46 feet to a set 1/2 inch iron rod with GAI cap for corner, for the beginning of a
tangent curve to the left having a radius of 752.50 feet, a central angle of 69°20'16", and a long
chord which bears South 44°51'43" West, 856.09 feet;
THENCE continuing along said proposed south right-of-way line and along said curve to ttie left,
an arc distance of 910.66 feet to a set 1/2 inch iron rod with GAI cap for corner;
TI�NCE South 01°19'09" East, continuing along said proposed south right-of-way line, a
distance of 135.46 feet to a set 1/2 inch iron rod with GAI cap for corner, said point being in the
south line of said Richard A. Gray 7r. tract, and the north line of said Linda J, and 7ohn M.
Ale�cander tract, being a comtnon line; .
THENCE South 88°04'29" West, leaving said proposed south right-of-way line and along said
common line, a distance of 48.50 feet to the POINT OF BEGINNING and CONTAiNING
243,431 squaxe feet, 5.59 acxes of land, nnore or less, o:f which 24,231 square feet of land is being
used as roadway use and dz'ainage at this time.
PAGE 1 OF 7
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3500 RIESLING OR , . ,��'
LOT �27"BLOCK"2 '
PETEb ZHU &
OIN6 WANG ��Q�
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LOi 26, BLOCK 2
STEVEN �AVIO 6
LAUpEN RAINEY
EXHIBIT A- to Ordinance (Property Interests)
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4505 MERLOT DR
LOT 26, BLOCK 2
BRUCE 6 KRYSTAL
S7EWART
�� 4509 MEHLDT OR
LOT 24, BLOCK 2
C'i LEE & LATASHA
CAflTER
°a -
v 4533 MERLOT OA
ILOT 23, BLOCK 2
CHRISTOPHER SIMS
4517 HERLOT OFi
� LOT 22 BLOCK 2
OOU6LII3 TEAGUE
q521 MERLOi OR
LJAMEe�BALLAR02
-0801 MERLOT OA
LOT 20, BLOCN 2
JEflEMY 6 I.Al1AA
WELLS
4605 HERLOT OR
LOT 19, BLOCH 2
�A�E OUANTAS
POINT OF
COMAdENCING
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T=21.36�
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BASIS OF BEAAING IS NORTH AMERICAN DATUM
OF 1983 (NAD-83) STATE PLANE COOROINATE
SYS7EM, TEXAS NORTH CENTRAL.
n
GRAPHIC SCALE f"�500'
o so soo iso
^ Graham Associates,lnc.
((`� CONSULTIHG ENGINEERS �C PLANNERS
vI 600 S!K FLA09 DRIVE, SUI7E 600
ARLINOTON, IEXAS 7EOH (817) E40-B636
iBPE FlflMi F-11Y1/iBP1.3 F1RIA: 1016J8-00
WILLIAM
JAMES
N01359469,�W ��f��'��y���f( '
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NOTE;
1.61 AC LIES WITHIN FLOODPLAIN,
20 HOHNBEAH 5T
ai 7, BLaCH A I.OT e, LOT 9, LOT f0,
S JOHN N. ALEXANDEH BLOCK A 660CK A BLOCK A
�LNO. 2010-fi3897
no nr! r
THIS EASEMENT LIES WITHIN A FEDERAL EMERGENCY
MANAGEMENT AGENCY DESIGNATED FL000 PLAIN OR
FLOOD PRONE AREA AS DESIGNATED ON THE FLOOD
INSURANCE RATE MAP FOR DENTON COUNTY COMMUNITY
PANEL 48121C0370�G,EFFECTIVE DATE APRIL 18,2011.
PARCEL 39—DE-1
HEING A
70,091 SQ.FT./1.61 ACRE
DRATNAGE EASEMENT
SITUATED IN THE
R�ARK SURVEY, ABSTRACT N0. i087,
EDMONSON SURVEY, ABSTRACT NOe400
DENTON COUNTY, TEXAS
DATE: DECEMBER 20i1
� n,_�....., in�n_nr_�
�W
EXHISIT A- to Ordinance (Property Interests)
PAGE 2 OF 7
A= 37'15'08"
R=910.00'
T=306,71'
L=591.66'
Cb=N60'54' 16"E
Lc=581.29'
. �����y�
/ � `. \`\ `�V
,�\Y = 22'1d'32"
�.�y R-839.9!'
T=165.1!'
L=926,05'
Cb=S53'06'13"
��� Lc�324.01'
S'�`
���
AICHARD A. GRAY, JR
DOC. N0. 2008-128436
D,R.D.C,T,
N79'31'5i"E
9.86'
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��'� � � ,.> , ��`� �:
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3 �
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' n= 5 •a2 � sa °
R=1853.58'
T=92.45'
L=184.74'
Cb=S70 '50' 45"W
, Lc=184.6�
�= 1'44'32"
R=847.50'
T=12.89'
L=25.77'
Cb=S7B'11'30"W
Lc=25.77'
NOTE;
1,61 AC LIES WITHIN FLOODPLAIN.
BA5IS OF BEARING LS NORTH AMEAICAN QATUM
OF 1983 (NAD-93) STATE PLANE COORDINATE
SYSTEM, TEXAS NORTH CENTRAL.
n
GRAPHIC SCALE f'=500'
0 60 100 150
� Grahem Associates,lnc.
Q CONSULTING ENOINEERS 8 PUNNERS
eoo s�x Fuos oRive, sw� eoo
�uNaroN, �oc�s �eott (et� e�o-esaa
79PE FlRAIs R-11D1/iBPL3 FlR i 1Q16bE-00
�= 14'19'26"
R=680.00°
T=85.45'
L=170.00°
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Lc=57.84'
100 YR '
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FLOOpPLAIN �
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/ � RICHARD A. GRAY, JR
DOC. N0. 2008-128436
/ D.R.D.C,T.
THTS EASEMENT LIES WITHIN A FEDEAAL EMERGENCY
MANAGEMENT AGENCY DESIGNATEO FLOOp pLAIN OR
FLOOD PRONE AREA AS DESIGNATED ON THE FLOOD
INSURANCE RATE MAP FOR DENTON COUN7Y COMMUNITY
PANEL 48121C0370 G,EFFECTIVE �ATE APRIL 18,2011.
PARCEL 39—DE-1
BEING A
� 70,091 SQ.FT./1.61 ACRE
DRAINAGE EASEMENT
SITUATED IN THE
WILLIAM ROARK SURVEY, AHSTRACT N0, 1087,
JAMES EDMONSON SURVEY, ABSTRACT N0.400
DENTON COUNTY, TEXAS
DATE: DECEM8ER.2011
�ryenton�raa-�c-�
EXHIBIT A- to Ordinance (Property Interests)
PAGE 3 OF 7
r��`
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. 5l1RVEY,LINE
MARVIN HENDERSON ESTATE TRUST
OOC, N0. 96-R0055800
D.R.O.C.T.
N12'56' 18"E
66,39' ,
e= sa•12�ss��
R=630.00'
T-7B.53'
L=l56,25'
Cb°N20 '02' 36"E
Lc=155.85'
����, �v����l`
�S�,9d ����p�� b���.
�= i4'19'26"
R=680,00'
T=85.45'
L=170.00'
Cb=N70'07'13"E
Lc�169.56'
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W A= 1'55'54" �QPti=/
W R=752.50' ti°ooQv/
� T=i2.69' / ,� j
L=25.37'
Cb=560 '00' 37" /
Lc=25.37'
/
/
BA5IS OF BEARING I5 NORTH AMERICAN �ATUM
OF 1983 (NA�-83) STATE PLANE CDOROINATE
5Y5TEM, TEXAS NORTH CENTRAL.
iJ
�—f�S24'10'43"W j
/ 62.91'
A= 45'i9'50"
R�702.50'
T=293.36'
L=555.79'
Cp=S35'36' 13"W
Lc=541.41'
�
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RICHAAD A. GRAY, JR
❑OC. N0. 2008-128436
O.R.D.C.T.
NOTE;
1.61 AC LIES WITHIN FLOODPLAIN.
THIS EASEMENT LIES WITHIN A FEOERAL EMEAGENCY
MANAGEMENT AGENCY DESIGNATED �LOOD PLAIN OR
FL00� PAONE AREA AS DESIGNATED ON 7HE FL00�
INSURANCE RATE MAP FOR DENTON COUNTY CaMMUNITY
PANEL 48121C0370 G,EFFECTIVE DATE APRIL 18,2011.
PARCEL 39—DE-1
BEING A
� 70,091 SQ.FT./1.61 ACRE
GRAPHIC BCAIE ,�Gsao� DRAINAGE EASEMENT
� SiTUATED IN THE
� 0 5o ioo �5o WILLIAM ROARK SURVEY, ABSTRACT N0. 1087,
Graham Associates,lnc. JAMES EDMONSON SURVEY, ABSTRACT N0.400
. CONSULTINO ENOINEERS � PLANNERS DENTON CUUNTY, TEXAS
OOO SIX FLAOS ORIVE, SUITE 800
ARfJNOTON, lE%AS 7E011 B17) E40—a636
TBPE FlRAI: F-1191/THPL4 �ra�: �o�eae-oo � DATE: DECEMBER,�2011
J/Oenton/P39-TDE-i
Page 4 of 7
EXHIBIT A- to Ordinance (Property Interests)
PARCEL 39-DE-1
LEGAL DESCRiPTION
DRAINAGE EASEMENT
Being a 1.61 acre tract of land situated .in the William Roark Survey, Abstract No. 1087,
and the James Edmonson Survey, Abstract No. 400, Denton County, Texas and being a
portion of that certain parcel conveyed to Richard A. Gray, Jr., as recorded in Instrument
No, 2008-128436, Deed Records, Denton County, Texas, and being more particularly
described as follows:
COMMENCING at a found 5/8 inch iron rod with cap, said point being the in the south
line of said Richard A. Gray Jr. tract and the northwest corner of Lot 7, B1ock A,
Meadows at Hickory Creek, Phase One as conveyed to Linda J. and John M. Alexander,
Inst:rument No. 2010-63691, Deed Records, Denton County, Texas, and being in the
existing east right-of-way line of Bonnie Brae Street (having a variable width R.O.W.);
THENCE North 88°04'29" East, leaving said existing east right-of-way line and along
said south line, a distance of 48.50 feet to a point, said point being in the proposed east
right-of-way line of Bonriie Brae Street (having a variable width R.O.W.};
THENCE North O1°19'09" West, leaving said south line and following along said
proposed east right-of-way line of Bonnie Brae Street, a distance of 135,46 feet to a
point, being the beginning of a non-tangent curve to the right having a radius of 752.50
feet, a central angle of 29°47'14", and a long chord which bears North 25°OS'10" East,
386.81 feet;
THENCE along said proposed east right-of-way line and said non-tangent curve to the
right, an arc distance of 391.20 feet to a point for corner;
THENCE North 50°01'15" West, leaving said proposed east right-o%way line, a distance
of 95.04 feet to a point for corner being the POINT OF BEGINNING, said point being in
the proposed northwesterly right-of-way line of said Bonnie Brae Street;
THENCE North OS°35'07" East, leaving said proposed northwesterly right-of-way line, a
distance of 42.31 feet to a point for corner;
THENCE North 47°36'31" West, a distance of 37.90 feet to a point for corner, for the
beginning of a non-tangent curve to the right having a radius of 910.00 feet and a central
angle of 37°15'08" and a long chord which bears North 60°54'16" East, 581.29 feet;
THENCE along said non-tangent curve to the right an arc distance of 591.66 feet to a
point for corner;
THENCE North 79°31'S1" East, a distance of 9.86 feet to a point for corner;
EXHIBIT A- to Ordinance (Property Interests)
Page 5 of 7
THENCE North 77°04'27" East, a distance of 245.51 feet to a point for corner, for the
beginning of a tangent curve to the left having a radius of 680.00 feei and a central angle
of 14°19'26" and a long chord which bears North 70°07'13" East, 169.56 feet;
THFNCE<al�ong.said�ta�gent �cu3-►re�io the �Ieft an�arc distance°of 170:00 %et to a point for
corner;
THENCE North 53°04'S6" East, a distance of 126.7? feet to a point for corner;
THENCE North 41 °37'44" East, a distance of 166.11 feet to a point for corner;
THENCE North 18°37'39" East, a distance of 124.40 feet to a point for corner, for the
beginning of a non-tangent curve to the le$ having a radius of 630.00 feet and a central
angle of 14°12'36" and a long chord which bears North 20°02'36" East, 155.85 feet;
THENCE along said non-tangent curve to the left an arc distance of 156.25 feet to a point
for corner;
THENCE North 12°56'18" East, a distance of 6&.39 feet to a point for corner, said point
being in fhe norfh�line o�'said Richard A. Gray, Jr, iract and being in the south line of a
tract conveyed to Marvin Henderson Estate Trust as recorded in Instrument No. 96-
R0055800, Deed Records, Denton County, Texas, being a common line;
THENCE South 73°54'10" East, along said common line, a distance of 84.89 feet to a
point for corner;
THENCE South 24°10'43" West, leaving said common line, a distance of 62.91 feet to a
point for corner, for the beginning of a non-tangent curve to the right hav%ng a radius of
702.50 feet and a central angle of 45°19'S0" and a long chord which bears South
35°36'13" West, 541.41 feet;
THENCE along said non-tangent curve to the right an arc distance of 555.79 feet to a
point for corner;
THENCE South 20°12'07" East, a distance oi 50.96 feet to a point for corner, for the
beginning of a non-tangent curve to the right having a radius of 752.50 feet and a central
angle of 1°55'S4" and a long chord which bears South 60°00'37" West, 25,37 feet, said
point being in the proposed northwesterly r�ght-of way line of said Bonnie Brae Street;
THENCE along said proposed northwesterly right-of-way 1ine, and along said non-
tangent curve to the right an arc distance of 25.37 feet to a point for corner;
THENCE North 20°12'07" West, leaving said proposed northwesterly right-of-way line,
a distance of 50.64 feet to a point for corner, for the beginning of a non-tangent curve to
the right having a radius of 702.50 feet and a central angle of 13 °25'S3 ", and a long chord
which bears South 67°03'30" West, 164.30 feet;
EXHIBIT A- to Ordinance (Property Interests)
Page 6 of 7
THENCE along said non-tangent curve to the right an arc distance of 164.68 feet to a
point for corner;
TL�EN�E .�outh.76° 1S'08'! West,. a distance of �163.�83 �eet #o a point for corner;
THENCE South 10°28'09" East, a distance of 44.32 feet to a point for corner, said point
being in the proposed northwesterly right-of-way line of said Bonnie Brae Street;
THENCE South 79°31'S1" West, along said prroposed northwesterly right-of-way line, a
distance,of25..Q.0 f,eet.to .a.point for corner;
THENCE North 10°28'09" West, leaving said proposed northwesterly right-of-way line,
a distance of 42.91 feet to a point for corner; ,
'THENCE South '16°18'08" West, a distance of 51.60 feet to a point for cornex, for the
beginning of a tangent curve to the 1eft having a radius of 1853.58 feet, a central angle of
1°47'17", and a long chord which bears South 75°24'29" West, 57.84 feet;
THEN�E along said tangent curve to the left, ari arc distance of 57.85 feet to a point for
corner;
THENCE South 02°12'35" VVest, a distance of 36.77 feet to a point for corner, for the
beginning of a non-tangent curve to the left having a radius of 847.50 feet and a central
angle of 1°44'32" and a long chord which bears South 78°11'30" West, 25.77 feet, said
point being in the proposed northwesterly right-of way line of said Bonnie Brae Street,
THENCE along said proposed no�thwestexly right-of-way line, and along said non�
tangent curve to the left an arc distance of 25,77 feet to a point for corner;
THENCE North 02°12'35" East, leaving said proposed northwesterly right-of-way line, a
distance of 34.84 feet to a point for corner, for the beginning of a non-tangent curve to
the left having a radius of 1853.58 feet and a central angle of 5°42'38", and a long chord
which bears South 70°50'45" West, 184.66 feet;
THENCE along said non-tangent curve to the left an arc distance of 184.74 feet to a point
for corner, for the beginning of a tangent curve to the left having a radius of 839.91 feet,
a central angle of 22°14'32", and a long chord which bears South 53°06'13" West, 324.01
feet;
THENCE along said tangent curve to the left, an arc distance of 326.05 feet to a point for
corner;
EXHIBIT A- to Ordinance (Property Interests)
Page 7 of 7
THENCE South OS°35'07" West, a distance of 30.13 feet to a point for corner, for the
beginning of a non-tangent curve to the left having a radius of 847.50 feet and a central
angle of 2°53'13" and a long chord which bears South 41°25'21" West, 42.70 feet, said
point being in the proposed northwesterly right-of-way line of said Bonnie Brae Street; -
THENCE along said proposed northwesterly right-of-way 1ine, and along said :non-
tangent curve to the le$ an arc distance of 42.70 feet to the �'41NT OF BEGINNING and
CONTAINING 70,091 square feet, 1.61 acres of Iand, rnore or less.
03_�S�-r�� c
PAGE 1 OF
//
�
3500 RIESLING OR ��
LOT 27, BLOCK 2
PaING WANO& �
,. . . ����
`�����,
,
�a�� v
�� �
C�C ���
�,�� �
4801 MEflLOT OR
LOT 26, BLOCK 2
STEVEN OAVIO &
°LVIUAEN �HA�INEY
4506 MERLOT �R
LOT 25, 6LOCK 2
BRUCE & HRYSTAI
STEWAflT
i3i� 4509 MERIOT OR
Ap LOT 24, BLOCK 2
� LEE & LATASHA
CARTER
n
V 4613 MEqIDT Ofl
ILOT '@3, � 9LOCK 2
CHRISTOPHER SIMS
45f7 NEALOT OR
LOT 22 BLOCK 2
dOUGLdS TEA�UE
462f MEFLOT DR
LOT 21, BLOCK 2
JAMES BAILAHU
4801 MERLOT DR
LOT 20. BLOCK 2
JEREMY B LAl1RA
WELLS
480fi MERLOT �R
LOT 19, BLOCK 2
�ALE OUAMTAS
POINT OF
EXHIBIT A- to Ordinance (Property Interests)
� I �
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NOTE:
0.05 AC LIES WITHIN FLOODPLAIN
BASIS OF BEARING IS NORTH AMERICAN �A7UM
OF 1983 (NAD-83) STATE PLANE COORDINATE
SYSTEM, TEXAS NORTH CENTRAL,
n
GRAPHIC SCALE �f"=f00'
0 50 i00 150
^ Grahdm Assoctates,lnc.
y CONSULTING ENGINEERS dc pLANHERS
� eoo dk ruos oewr, suire aoo
ARUNOTON, 7EMAS 7eoN (a17I e�o-96a6
iHPE flRMt.F-11o1/TBPL9 F1RAfi S01D3B-00
WILLIAM
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A= fi9'20' 16,� � �_ .ri� �
R=752.50' / / _ ' -
T=820.45' � ,� '
L=910.66' � i � �
Cb=N44'5!'43"E � �
Lc=856.09' / �
/ / /
/ /
/ �
/
---- _� — _��� ,�/
J PRNATE DRIVE � RICHAR� A. GRAY, JR
— — — ` � � �� � DOC. N0. 2DOB-128436
� � U.R,D.C.T.
. �
. �
. �
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EAM ST
OCK A LOT 6, LOT 9, L0T 10,
I. AI.EXANOER BLOCN A 9LDCK A BLOCK A
0 63691
THIS EASEMENT LIES WITHIN A FEDERAL EMERGENCY
MANAGEMENT AGENCY DESIGNATED FLOOD PLAIN QF
FL000 PAONE AREA AS DESIGNATED ON THE FL000
INSURANCE RATE MAP FOR OENTON COUNTY COMMUNITY
PANEL 48I21C0370 G,EFFECTIVE DATE APAIL 18,2011.
PARCEL 39—DE-2
BEING A
2,104 5Q.FT./0.05 ACRE
DRAINAGE EASEMENT
SITUATED IN THE
ROARK SUR�IEY, ABSTRACT N0. 1087,
DENTON COUNTY, TEXAS
DATE: DECEMBER 2011
�/uencon�r��-u�-c
PAGE'2 OF 4
�'
�
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i
i
EXHIBIT A - to Ordinance
RICHAHO A. GRAY, JR
DOC, N0. 2008-l28436
•D.R.O,C.T.
Interests
_ I ' _ i
— l � — — � �
. � f � � � 1 `}' � /
, � —� j �
���!' ���i i E
_ � � � , � — ' l ! f �N�IiE BgAE STR ET
$ E
pgOP�SED
POINT OF.
HEGINNING y
1�5�p9, �'
��g,00
,�
17g� 50 �E l /
N 10 '28' 09"
_ 9 ��1Qp 1 , �
N7 2g. S10'2$ �g��c
3'�'51"� - -� "
�' N g � .gp_ _ - __
` 1� 7 7_
i0'28'09"E
41.35'
3'31'51"W
40.00'
�\ �' 41.35' • _�
� � � �i
�
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� !UO YR /
�,�� A= 69'20'i6" FLOOOPLAIN��
A=752.50'
Tn520.45' �
f Lc9B56609'43'E / �
/ � RICHARD A. GRAY, JR
DOC. N0. 2008-128436
/ o.R.o,c.T. � ���,e�';(
/ ���� ��� ���
/ ��o�t�
NOTE: � � /
0,05 AC LIES WITHIN FLOODPLAIN �`
BASTS OF BEARING IS NOR7H AMERICAN DATUM THIS EASEMENT LIES WI7HIN A FEDERAL EMERGENCY
OF 1983 (NAti-83) STATE PLANE COOR�INATE MANAGEM�NT AGENCY DESIGNATEO FLOOD PLAIN OR
SYSTEM, TEXAS NORTH CENTRAL. FLOOD PRONE AREA AS DESIGNATED ON THE FLOOD
INSURANCE RATE MAP FOR DENTQN COUNTY COMMUNITY
PANEL 48121C0370 G,EFFECTIVE pATE APRIL iB,2011.
h
GRAPHIC SCALE S'�100'
0 50 100 150
. Grahdm Associates,lnc.
CONSULTINO ENGINEERS � PLANNERS
e0o slK fLAO9 DRINE, SUITE eo0
MLINOTON, 1E)iAS 7l011 (01» E40-E636
1BPE FlRAIt F-11D}/iBPLS FlRMt 101638-00
PARCEL 39—DE-2
• BEING A
2,104 SQ.FT./0.05 ACRE
DRAINAGE EASEMENT
SITUATED IN THE
WILLIAM ROARK SURVEY, ABSTRACT N0. 1087,
DENTON COUNTY, - TEXAS
DATE: DECEMBER 2011
J/Denton/P39-DE-2
Page 3 of 4
EXHIBIT A- to Ordinance (Property Interests)
PARCEL 39-DE-2
LEGAL DESCRIl'TION
DRAINAGE EASEMENT
Being a 0,05 acre tract of land situated in the William Roark Survey, Abstract No. 1087,
Denton County, Texas and being a portion of that certain parcel conveyed to Richard A,
Gray, Jr,, as recoxded in Instrument No. 2008-128436, Deed Records, Denton County,
Texas, and being more particularly described as follows:
COMMENCTNG at a found 5!8 inch iron rod with cap, said point being in the souih line
of said Richard A. Gray Jr. tract and the northwest corner of Lot 7, Block A, Meadows at
Hickory Creek, Phase One as conveyed to Linda J, and John M. Alexander, Instrument
No. 2010-63691, Deed Records, Denton County, Texas, and being in the existing east
right-of way line of Bonnie Brae Street (having a variable width R.O.W.);
THENCE 1Vorth 88°04'29" East, leaving said existing east right-of-way line and along
said south line, a distance of 48.50 feet to a point, said point being in the proposed east
right-of-way line°of �Bonnie°Brae �Street`(having a variable width R.O.W.);
THENCE North O1 ° 19'09" West, leaving said south line and following along said
proposed east right-of-way line of Bonnie Brae Street, a distance of 135.46 feet to a
point, being the beginning of a non-tangent curve to the right having a radius of 752.50
feet, a central angle of 69°20'16", and a long choxd which bears North 44°51'43" East,
856.09 feet;
THENCE along said proposed east right-of-way line and along said non-tangent curve to
the right, an arc distance of 910.66 feet to a point for corner,
THENCE North 79°3l.'S1" East, along sa'rd proposed east right-of-way line, a distance of
110.36 feet to a point for corner, being the POINT OF BEGINNING;
THENCE North 79°31'S1" East, continuing along said proposed east right-of-way line, a
distance of 25.00 feei to a point for corner;
THENCE South 10°28'09" East, leaving said proposed east right-of-way line, a distance
of 18.00 feet to a point for corner;
THENCE North 79°31'S1" East, a distance of 7.50 feet to a point for corner;
THENCE South 10°28'09" East, a distance of 41.35 feet to a point for corner;
THENCE South 79°31'S1" West, a disiance of 40.00 feet to a pofnt for corner;
THENCE North 10°28'09" West, a distance of 41.35 feet to a point for corner;
EXHIBIT A- to Ordinance (Property Interests)
Page 4 of �
THENCE North 79°31'S1" East, a distance of 7.50 feet to a point for corner;
THENCE North 10°28'09" West, a distauce of 18.00 feet to the POINT OF BEGINNING
and CONTAINING 2,104 square feet, 0.05 acres of land, more or less.
m3_!y_"�•�
EXHIBIT A- to Ordinance (Property Interests)
PAGE 1 OF 5
i
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3500 RIESLING OR
LOT 27, 6LOCK 2 �`�
PETER 2HU 6 �-���
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STEVEN �AVIO 6
-L�AUHEN ��RAiNEY
A605 MERLOT OR
LOT 25, BLOCK 2
BRUCE 6 KRY3TAL
STEWART
�� 4509 MEqLOT OR
Q p LOT 24, BLOCK 2
� lEE & LATA5HA
CAflTER
� 4513 MERLOT�Ofl
ILOT� 23; ° BCtlCK •2 �
CHRISTOPHEH SIMS
4517 MEALDT op
LOT 22, BLOCK 2
OOIIGLAS TEAGUE
4621 MERLOT DR
LOT 21, BLOCK 2
JAMES BALLAR�
4601 MERLOT OR
LOT 20 BLOCK 2
.IEqEM1� 6 IAUpA
WELLS
A605 MEpLOT OR
LOT 39, BLOCK 2
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— — — — � �� DOC. ND. 2008-128436
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1-63881
T.
7HIS EASEMENT LIES WITHIN A FEDERAL EMERGENCY
MANAGEMENT AGENCY DESIGNATED FLOOD PLAIN aR
FLOaD ?RONE AREA AS DESIGNATED ON THE FLOOD
INSURANCE RATE MAP FOR DENTON COUNTY COMMUNITY
PANEL 48121C0370 G,EFFECTIVE DATE APAIL 18,2011.
PARCEL 39-DE-3
HEING A
1,580 SQ.FT./0.04 ACRE
DRAINAGE EASEMENT
SITUATED IN THE
ROARK SURVEY, ABSTRACT N0. 1087,
DENTON COUNTY, TEXAS
DATE: DECEMBER 2011
��uencon�r�y-ut-a
IPAGE 2 OF 5
EXHIBIT A - to Ordinance
RICHARD A. GRAY, JA
ODC. N0. 200B-i28436
�.R.D.C.T.
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/ / DOC, N0. 2008-128436
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BASIS OF BEARING I5 NORTH AMERICAN DATUhi THI5 EASEMENT LIES WITHIN A FEDEAAL EMERGENCY
OF' 1983 (NAb-83) STATE PLANE CODRDINATE MANAGEMENT AG�NCY QESIGNATED FLOOD PLAIN OR
SYSTEM, TEXAS NORTH CENTRAL. FLOOD PRONE AREA AS DESIGNATED ON THE FLOOD
INSURANCE AATE MAP FOR OENTON COUNTY COMMUNITY
PANEL 48121C0370 G,EFFECTIVE DATE APRIL 18,2011.
n
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PARCEL 39—DE-3
BETNG A
1,580 SQ.FT./0.04 ACRE
DRAINAGE EASEMENT
SITUATED IN THE
WILLIAM ROARK SURVEY, ABSTRACT N0. 108'7,
DENTON COUNTY, TEXAS
DATE: DECEMBER 2011
J/Denton/P39-DE-3
PAGE 3 OF 5
EXHIBIT A- to Ordinance (Property Interests)
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RICHARD A, GAAY, JR
DDC. N0. 2008-128436
D.R.O.C.T.
THIS EASEMENT LIES WITHIN A FEQERAL EMERGENCY
MANAGEMENT AGENCY OESIGNATED FLOOD PLAIN dR
FLOOD PRONE AREA AS OESIGNATED ON THE FLOOb
INSURANCE RATE MAP FOR DENTON COUNTY COMMUNITY
PANEL 48121C0370 G,EFFECTIVE DATE APRIL iB,2011.
PARCEL 39—DE-3
BEING A
1,580 SQ.FT./0.04 ACRE
DRAINAGE EASEMENT
SITUATED IN THE
WILLIAM ROARK SURVEY, ABSTRACT
DENTON COUIVTY, TEXAS
N0. 108'7,
DATE: DECEMBER 2011
J/Denton/P39-OE-3
Page4of5
EXHIBIT A- to Ordinance (Property Interests)
PARCEL 39-DE-3
LEGAL DESCRIPTION
DRA.INAGE EASEMENT
Being a 0.04 acre tract of land situated in the William Roark Survey, Abstract No. 1087,
Denton County, Texas and being a portion of that certain parcel conveyed to Richard A.
Gray, Jr., as recorded in Instrument No. 2008-128436, Deed Records, Denton County,
Texas, and being more particularly described as follows:
COMMEN��TGvat a found 5/8 �i.nch,ir�on,.rod with cap, said point being in the south line
of said Richard A, Gray Jr. tract and the northwest corner of Lot 7, Block A, Meadows at
Hickory Creek, Phase One as conveyed to Linda J. and John M. Alexander, Insirument
No. 2010-63691, Deed Records, Denton County, Texas, and being in the existing east
right-of-way line of Bonnie Brae Street {having a variable width R.O.W.);
THENCE North 88°04'29" East, leaving said existing east right-of-way line and along
said south line, a distance of 48.50 feet to a point, said point being in the proposed east
right-of-way line of Bonnie Brae Street (having a variable width R.O.W.);
THENCE North 01°19'09" West, leaving said south line and following along said
proposed east right-of-way line of Bonnie Brae Street, a distance of 135.46 feet to a
point, being the beginning of a non-tangent curve to the right having a radius of 752.50
feet, a central augte of 69°20'16", and a long chord which bears North 44°51'43" East,
856.09 feet;
THENCE along said proposed east right-of-way line and along said non-tangent curve to
the right, an arc distance of 910.66 feet to a point for corner,
THENCE North 79°31'S1" East, continuing along said proposed east right-of-way line, a
distance of 228.46 feet to a point for corner, being the beginning of a tangent curve to the
left having a radius of 847.50 feet, a central angle of 17°33'33", and a long chord which
bears North 70°45'04" East, 258.71 feet;
THENCE continuing along said proposed east right-of-way line and along said tangent
curve to the 1eft, an axc distance of 259.73 feet to a point for corner, being the POINT OF
BEGINNING, and being the beginning of a compound curve to the 1eft having a radius of
847.50 feet, a central angle of O1°42'35", and a long chard which bears North 61°07'00"
East, 25.29 feet;
THENCE coniinuing along said proposed east right-of-way line and along said
compound curve to the left, an arc distance of 25.29 feet to a point for corner,
THENCE South 20°12'07" East, leaving said proposed east ri�ght-of-way line, a distance
of 15.41 feet to a point for corner;
THENCE North 69°47'S3" East, a distance of 7.50 feet to a point for corner;
EXHIBIT A- to Ordinance (Property Interests)
Page5of5
THENCE South 20°12'07" East, a distance of 31.10 feet to a point for corner;
THENCE South 69°47'S3" West, a distance of 40.00 feet to a point for cornar;
THENCE North 20° 12'07" West, a distance of 31. I O feet to a point for corner;
THENCE North 69°47'S3" East, a distance of 7.50 feet to a point for coz�z�er;
THENCE North 20°12'07" West, a distance of 11.59 feet to the POINT OF BEGINNING
and CONTAINING 1.,5$O s.quare fe.et,.0 Q4,acxes o£J.ar�d, more or less.
03—�5- Ld.�
PAGE 1 OF 3
�
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3900 RIESLING OR .�
LOT 27, 6LOCK 2 �y��
�OING WANO
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4501 HERLOT UR
�or as, e�ocK z
STEVEN OAVIO &
. �i�URfiN-��9AFN6Y �
EXHIBIT A- to Ordinance (Property Interests)
\ �= 6'35'54"
; ` R=839.91'
� T=48.42'
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� ; \ C=96.67' �
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;' 17.53'
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�4506 MEHLOT OR
LOT 25 BLOCK 2 �
6RUCSTEWARTSTAL
�� 4509 MERLOT OR
p LOT 24, BLOCN 2
� LEE 6 LATASHA
CARTER
� 4513 MERLOT OR
ILOi..,93��.�9LDCK,�g �
CHPISTOPHER SIMS
4517 FIERLOT OR
LOT 22, BLOCK 2
DUUGLA3 TEAGUE
A621 MERLOT OR
LO7 2!. BLOCK 2
JAMES BALLARD
460! MERLOT �R
LOT 20, BLOCK 2
JEREMY & LAURA
NELLS
4605 MERIOT OR
LOT 19, BLOCK 2
DALE OUANTAS
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0.03 AC LIES WITHIN FLOODPLAIN
04'29
8.50'
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BASIS OF BEARING TS NORTH AMERICAN DATUM
OF 1983 {NAO-83) STATE PLANE COOROINATE
SYSTEM, TEXAS NORTH CENTRAL.
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GRAPHIC SCALE i'-!DO'
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� f J PRNATE DRIVB ^,.� � RICHARd A. GRA'Y. JR
— —' — — � \ `� OOC. N0. 2008-128436
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]CK A LOT B, LOT 9, l07 ]0,
I, AIEXANOER BLOCK A BLOCK A BLOCK A
0-63691
.T.
THIS EASEMENT LIES WITHIN A FE�ERAL EMERGENCY
MANAGEMENT AGENCY DESIGNATEO FL000 PLAIN OR
FLOOD PRONE AREA AS OESIGNATECI ON THE FLOOD
INSURANCE RATE MAP FOA DENTON COUNTY COMMUNITY
PANEL 48121C0370 G,EFFECTIVE DATE APRIL 18,2011.
PARCEL 39-5E-1
BEING A
1,115 SQ.FT./0.03 ACRE
SLOPE EASEMENT
SITUATED IN THE
ROARK SURVEY, ABSTRACT N0. 1087,
DENTON COUNTY, TEXAS
DATE; DECEMBER 2011
v�ucnwi�ir.,o-.,� .
Page2of3
EXHIBIT A- to Ordinance (Property Interests)
PARCEL 39-5E-1
LEGAL DESCRIPTION
SLOPE EASEMENT
Being a 0.03 acre tract of land situated in the William Roark Survey, Abstract No. 1087,
Denton County, Texas and being a portion of that certain parcel conveyed to Richard A.
Gray, Jr., as recorded in Instrument No. 2008-128436, Deed Records, Denton County,
Texas, and being more particularly described as follows:
C�M1II.IEI>1CING..at:.a,£o�.uad.5/8,��nch:ir.on rod with cap,,said point being the in the south
line of said Richard A. Gray Jr. tract and the northwest corner of Lot 7, Block A,
Meadows at Hickory Creek, Phase One as conveyed to Linda J. and John M. Alexander,
Instrument No. 2010-63691, Deed Records, Denton County, Texas, and being in the
existing east right-of-way line of Bonnie Brae Street (having a variable width R.O.W.);
THENCE North 8S°04'29" East, leaving said e�sting east right-of-way line and along
said south line, a distance of 48.50 feet to a point, said point being in the proposed east
right-of-way line of Bonnie Brae Street (having a variable width R.O.W.);
THENCE North Ol°19'09" West, leaving said south line and following along said
proposed east right-of-way line of Bonnie Brae Street, a distance of 135.46 feet to a
point, being the beginning of a non-tangent curve to the right having a radius of 752.50
feet, a central angle of 23°26'S0", and a long chord which bears North 21°54'S9" East,
305.80 feet;
THENCE along said proposed east right-of-way line and said non-tangent curve to the
right, an arc distance of 307.95 feet to a point;
THENCE North 36°10'36" West, leaving said proposed east right-of-way line, a distance
of 100.46 feet to a point for corner being the POINT OF BEGINNING, said point being
in the proposed northwesterly right-of-way line of said Bonnie Brae Street;
THENCE South 79°37'25" West, along said proposed northwesterly right-of-way line, a
distance of 17.53 feat to a point for corner, for the beginning of a non-tangent cuzve to
the right having a radius of 839.91 feet and a central angle of 06°35'S4", and a long chord
which bears North 35°42'11" East, 96.67 feet;
THENCE Ieaving said proposed northwesterly right-of-way line and along said non-
tangent curve to the right an axc distance of 96,'12 feet to a point for corner;
THENCE South OS°35'07" West, a distance of 28.91 feet to a point for corner, for the
beginning of a non-tangent curve to the left having a radius of 847.50 feet, a central angle
of 03°59'42", and a long chord which bears South 37°58'S3" West, 59.08 feet, and also
being in the said proposed northwestexly right-of-way line of Bonnie Brae Street;
EXHIBIT A- to Ordinance (Property Interests)
Page 3 of 3
THENCE along said proposed northwesterly right-of-way line and along said non-
tangent curve to the left, an arc distance of 59.09 feet to the POINT OF BEGINNING and
CONTAINING 1,115 square feet, 0.03 acres of 1and, rnore or less.
03�is.`..,`
PAGE 1 OF
i
�
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3500 RIESLING OR
LOT 27. BLOCK 2
PETER 2HU &
OING HANG
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460i MEFLOT OR
LOT 26, BLOCK 2
STEVEN OAYIO &
�'� •LaUREN�RkiNEY
EXHIBIT A- to Ordinance (Property Interests)
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pa a;
t7
4605 MERLOT OR
LOT 25 BLOCK 2
BRUCE h KRYSTAL
STEWAfli
�� 4509 MEFlLOT OR
Qp LOT 2d, BLOCI( 2
� LEE & LATASHA
CARTEq
� 4513 MEHLOT OH
�LOT 23;""BL'OClf'2
CHHISTOPHEF SIMS
4517 MERLDT DR
LOT 22. BLOCK 2
DOUGLAS TEAGUE
4523 MERLOT OR
LOT 21, BLOCK 2
JAMES BALLARD
4603 MEflLOT DR
LOT 20 6LOCK 2
JEREMI� & LAURA
WE�LS
4605 MEpLOT OR
LOT !9, BLOCK 2
�ALE OUANTAS
POINT OF
\
�= 22'14'32" ��
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t � �'
� � � �
i _�
� 100.YR �
, � � \ FLOQUPLAIN � / ��
� '�0�� �'\ � �/
� I � ,�q�� �,��
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I I A� A= 32'40'23" ! 1. ��.- �
� � �~,� R=752.50' � -
� I ( '�' T'220.57' / � �
I,, I �' �-429. 12' / i
CbaN26'31'A6"E' � i
I � Lc=423.33' � i
� N�` \r� / /
I J L -- i/ //
I� ' J l� PRIVATS DRIVE __' � RICHARD A. GRAY, JA
¢ — — — — — - — — J ' � � DOC. N0. 2008-128436
� �/�I ���� D.R.O.C.T.
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NOTE:
p,31 AC LIES WITHIN FLOODPLAIN
3� '04' 29
A8.50'
�
�
BASIS OF BEARTNG IS NORTH AMERICAN DATUM
OF'1983 (NAD-83) 5TATE PLANE COORDINATE
SYSTEM, TEXAS NORTH CENTRAL,
n
ORAPHIC SCALE 3'm100'
0 50 100 150
^ Graham Associdtes,lnc.
((" CONSULTINO ENGINEERS d� PLANNERS
�� aoo slx fLAa9 PRIVE. sUIfE aoa
`'�� MlJNOTON, 'IEXAS 7E011 (D1� 04Q-e6]6
,1BPE.F1RMi�F-1101/iBPL3 �IRAf� 101036-00
yVILLIAM
'09"W �uZ �k�\f<<_.�
46'
� �° �����'� ���� ����`�
�S
�
VBEAM ST
3LOCK A LOT 8, LDT 9, LOT 10,
I M. ALEXANOER BLOCK A BLOCK A BLOCK A
'.010-63691
.C,T.
THIS EASEMENT LIES WITHIN A FEDEFAL EMERGENCY
MANAGEMENT AGENCY DESIGNATED FLOOD PLAIN OR
FLOOD PRONE AREA AS oESIGNATED ON THE FLOOD
INSURANCE RATE MAP FOR OENTON COUNTY COMMUNITY
PANEI. 4B121C0370 G,EFFECTIVE DATE APRIL 18.2011.
PARCEL 39--5E-2
BEING A
13,562 SQ.FT./0.31 ACRE
SLOPE EASEMENT
SITUATED IN THE
ROARK SURVEY, ABSTRACT N0. 1087,
DENTON COUNTY, TEXAS
DATE: DECEMBER 2011
_ ,,,,,, ��_.,
IPAGE 2 OF 4
�
i
EXHIBIT A- to Ordinance (Property Interests)
-�= 22'14'32"
R=839.91'
T=165.1!'
L=326.05'
Cb°N53'a6'!3"E -
Lc=324.01'
�:_ �
�
�
� � ,. ,,\\::.
� ,,,\\ ��..
� �,�\:I ��.. . .
RICHARO A. GRAY. JR
OOC. N0, 2008-128436
D.R,D.C.7.
A= 5'A2'3B" ��
R=1853 . 58 ' � � � - "
°° T=92 . 45 , . - _ �
L=1B4.74' - � '
Ca=N70 '50' 45"E _ � �
Lc=184.66' - �
- '-�� ~l l
- � ' �"S02'12'35"W �� 1 �
� ��I I 34.84' •o
� .,�\ . � o
S'�RE�T �
goNKIE BR�
. PR�p�s�D
� �
_ - ,__ , ` .
�
.- 0= 34 27 16 100 YR
R=B�I%. 'rJQ � FLOOOPLALN��
� �'� � T=262.79' /
'�'.� � L=509 . 64'
�y � � CG=S60 'a5' 36"W �
� �� Lc=502.00' //�
�'�' /
.r , /
�
// DOC H NO 20aB A128436
0. R. D. C, T. ���,;I(���
/ 1�'u�lr���'\r�'30�.� 5(?C�;.
� �l�1��fl� _ ��� �,��- ` -`
__ � i�C����
�'�� NaT31 AC LIES WITHIN FLOODPLAIN
BASIS OF BEARENG IS NORTH AMERICAN DATUM
OF 1983 (NAD-83) STATE PLANE CODRDINATE
SYSTEM, TEXAS NORTH CENTRAL,
n
GRAPNIC SCALE !'-100'
0 50 100 150
� Graham Associates,lnc.
� CONSULTINO ENGINEERS 8 PLANNERS
aD0 SIK FLACS PHIVE. 3UIlE 6Q0
MUNoTON, TExAS 7eat1 et'� eIO-e636
7BPE FlRMt F-11Y1/iBPL9 HM� 101638-00
THIS EASEMENT LIES WITHIN A FEDERAL EMERGENCY
MANAGEMENT AGENCY �ESIGNATE� FLOOD PLAIN OR
FL000 PR�NE AREA AS DESIGNATED ON THE F�OOD
INSURANCE RATE MAP FOR DENTON COUNTY COMMUNITY
PANEL 48121C0370 G,EFFECTIVE DATE APRIL 18,2011.
PARCEL 39-5E-2
BEING A
13,562 SQ.FT./0.31 ACRE
SLOPE EASEMENT
SITUATED IN THE
WILLIAM ROARK SURVEY, ABSTRACT N0. 1087,
DENTON COUNTY, TEXAS
DATE: DECEMBER 2051
J/Oentan/P39-SE-2
Page 3 of 4
EXHIBIT A- to Ordinance (Property Interests)
PARCEL 39-SE-2
LEGAL DESCRIl'TION
SLOPE EASEMENT
Being a 0.31 acre tract of land situated in the William Roark Survey, Abstract No. 1o87,
Denfion County, Texas and being a portion of that certain parcel conveyed to Richard A.
Gray, Jr., as recorded in Instrument No. 2008-128436, Deed Records, Denton Couniy,
Texas, and being more particularly described as follows:
COMMETtCING .:at,.a „found.:.5/-_8.a�ch.ar.on �.rod .with cap, �said,point -being-��he in the south
line of said Richard A. Gray Jr. tract and the northwest corner of Lot 7, Block A,
Meadows at Hickory Creek, Phase One as conveyed to Linda J. and John M. Alexander,
Instrument No. 2010-63691, Deed Records, Denton County, Texas, and being in the
existing east right-of-way line of Bonnie Brae Street (having a variable width R.O.W:);
THENCE North 88°04'29" East, leaving said existing east right-of-way line and al�ng
said south line, a distance of 48.50 fee# to a point, said point being in the proposed east
right-of-way line of Bonnie Brae S�reet (having a variable width R.O.W.);
THENCE North O1°19'09" West, leaving said south line and following along said
proposed east right-of-way line of Bonnie Brae Street, a distance of 135.46 feet to a
point, being the beginning of a non-tangent curve to the right having a radius of "752,50
feet, a central angle of 32°40'23 ", and a long chord which bears North 26°31'46" East,
432.33 feet;
THENCE along said proposed east right-of-way�line and said non-tangent curve to the
right, an arc distance of 429.12 feet to a point;
THENCE Narth 47°08'02" West, leaving said proposed east right-of-way line, a distance
of 95.00 feet to a point for corner, being the POINT OF BEGINNING, said point being in
the proposed northwesterly right-of-way line of said Bonnie Brae Street;
THENCE North OS°35'07" East, leaving said proposed northwesterly right-of-way line, a
distance of 30.12 feet to a point for corner, for the beginning of a non-tangent curve to
the right having a radius of 839.91 feet and a central angle of 22°14'32" and a long chord
whichbears North 53°06'13" East, 324.01 feet;
THENCE along said non-tangent curve to the right an are distance of 326.05 feet to a
point for corner, for the beginning of a compound cuzve to the right having a radius of
1853.58 feet, a central angle of 5°42'38", and a long chord which bears North 70°50'45"
East, 184.66 feet;
THENCE along said corapound curve to the right, an arc distance of 184.74 feet to a
point for corner;
EXHIBIT A- to Ordinance (Property Interests)
Page 4 of 4
THENCE South 02°12'35" West, a distance of 34.84 feet to a point for corner, for the
beginning of a non-tangent curve to the left having a radius of 847.50 feet and a central
angle of 34°27'16" and a long. chord which bears South 60°OS'36" West, 502.00 feet, said
point being in the said proposed northwesterly right-of way line of Bonnie Brae Street;
THENCE along said proposed northwesterly right-of-way line, and along said non-
tangent curve to the left an arc distance of 509.64 feet to the POINT OF BEGINNING
and CONTAINING 13,Sb2 square feet, 0.31 acres of land, more or less.
�� � � ---- —
IPAGE 1 OF 4
3500 HIESLING DR
LOT 27, BLOCK 2
PETER 2HU 6
�ING WANG
EXHIBIT A- to Ordinance (Property Interests)
\
NOTE;
0.�0 AC LIES WITHIN FLOODPLAIN
BASIS OF BEAAING IS NORTH AMERICAN OATUM
OF 1993 (NAD-83) STATE PLANE COORDINATE
5Y5TEM, TEXAS NORTH CENTRAL.
n
ORAPHIC SCALE 7"=300'
0 50 100 150
^ Grpham Associates,lnc.
�" CQNSULTING ENGINEERS h PLANNERS
eao s�x rucs oRn�(, sulrE soa
i�BPE F7RMi FEitOt��PI'.s fl6�l�i ia�aae 300
WILLTAM
/
/ /
/ /
/
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i /
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' �= se•se'!1�° _`_�t
R=752.50' ! I i ` `
T=515.92' � r � � � � -
Cd9N44537'40"E � � � '
Lc=851.03' / �
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/ /
/ �
/ /
_� __ �� /�
- _ _-- --' �
PRIVATS DRIYE __ � RICHARD A. GRAY, JA
- - � � � �� OOC. N0. 2008-128d36
� � O.R.D.C,T,
� �
� �
� �
� �
�
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. ����b� ����� ��11 �� i� ��
�y��a \ ���v��`� �h�•
���
sT
a �or e, LOT 9, �01 to.
E%AN�ER BLOCK A BLOCK A BLOCK A
IfiHi
THIS EASEMENT LIES WITHIN A FEOERAL EMERGENCY
MANAGEMENT AGENCY DESIGNATED FLOOD PLAIN OR
FLOOD PRONE AREA AS DESIGNATED ON THE FLOOD
INSURANCE RATE MAP FOR OEN70N CQUNTY COMMUNITY
PANEL 48121C0370 6,EFFECTIVE DATE APRIL 18,2011.
PARCEL 39-5E-3
BEING A
4,4'7'7 SQ.FT./0.10 ACRE
SLOPE EASEMENT
SITUATED IN THE
ROARK SURVEY, ABSTRACT NOe 1087,
DENTON COUNTY, TEXAS
DATE: DECEMBER 2011
J/ U9 fIL UI I/ 1'J�-JC-J
PA'GE 2 "OF 4
EXFIIBIT A - to Ordinance
RICHAflO A. GRAY, JA
�DC, N0. 2008-128436
OrR,U;C,T,
�= i '47' 17"
R=1853.58'
T=28.93'
"L�57 :°85'�
Cb=N75 '24' 29"E
Lc=57.84'
NO2'12'35"E � �
36 . 77 ' �� - � J
� � � POINT OF" ���
� � � � � HEGIiVFIING � �
�
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/
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� / i �O
/ , 13� (jl
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,' � � 5,��,E�E'� ° �
:
N76'18'08"E - `"
51.60' - � - '
_ ' � - /
� � �S10'28'09"E �
�.-c.�.���u� ` A2 . 91 ' / �
S79'31'51"W
110.36'
� �' $g,�,E - � � �n= o •ze � os��
� ��y1�Z�' L � �s50 - .
�� e
, ' _ - `'L-6. 92'
,�p��� $ __ Lc=6�92i7'48"W
44'� —' � � i40 YR
i � FLOODPLAIN�
A i �
��`� � � / R=752 •50 � 11" /
� � T=515.92' � '�
�� L-904,51' �
Cp=N44'37'40"E
.�� Lc=851.03' � �
f / �
�
/ � RICHARD A. GRAY, JA
DOC. N0. 2008-128436
O.R.O.C.T. � ����;��
�
� e�Oa��Q���� �� � ���
� � ��
' � / Na-rE:
��� D.10 AC LIES WITHIN FLOODPLAIN
BASIS OF BEARING IS NORTH AMERICAN DATUM
OF 1983 (NAD-B3) STATE PLANE COOADINATE
SYSTEM, TEXAS NORTH CENTRAL.
n
OpAPHIC SCALE � 1'�100'
0 50 100 150
� Graham Associates,inc.
CONSULTIN(3 ENGINEERS dc PUNNEtiS
aoo stx Fuos o�uve� sui� aoo
�uNOrar, �us �aon �et» ao-eaaa
76PE FlRMt F-1101/T9PL5 RM� 101638-00
TNIS EASEMENT LIES WI7HIN A FEDERAI. EMERGENCY
MANAGEMENT AGENCY �ESIGNATE❑ FLOOD PLAIN OR
FLOOD PRONE AREA AS DESIGNATED ON THE FLOOD
iNSURANCE AATE MAP FOR DENTON COUNTY COMMUNITY
PANEL 48121C0370 G,EFFECTIVE DATE APRIL 18,2011.
PARCEL 39-5E-3
BEING A �
4,477 SQ.FT./0.10 ACRE
SLOPE EASEMENT
SITUATED IN THE
WILLIAM ROARK SURVEY, ABSTRACT N0. 1087,
DENTON COUNTY, TEXAS
DATE: DECEMBER 2011
J/Denton/P39-SE-3
Page 3 of 4
EXHIBIT A- to Ordinance (Property Interests)
PARCEL 39-5E-3
LEGAL DESCRIPTION
SLOPE EASEMENT
Being a 0.10 acre tract of land situated in the William Roark Survey, Alistract No. 1087,
Denton County, Texas and being a portion of that certain parcel conveyed to Richard A.
Gray, Jr., as recorded in Jnsfrument No. 2008-128436, Deed Records, Danton County,
Texas, and being more particularly described as follows:
COMI1rIENCIN�,:.at.a.%und :5/.8: in�,h: aron.rod ,with cap, said.poir�t:being .the a.n the south
line of said Richard A. Gray Jr. tract and the northwest corner of Lot 7, Block A,
Meadows at Hickoxy Creek, Phase One as conveyed to Linda J, and John M. Alexander,
Instrument No. 2010-63691, Deed Records, Denton County, Texas, and being in the
existing east right-of-way line of Bonnie Brae Street {having a variable width R.O.W.);
THENCE North 88°04'29" East, Ieaving said existing east right-of-way line and along
said south line, a distance of 48.50 feet to a point, said point being� in the proposed east
right-of-way line of Bonnie Brae Street (having a variable width R.O.W.);
THENCE North Ol°19'09" West, leaving said south line and following along said
proposed east right-of-way line of Bonnie Brae 5treet, a distance of 135.46 feet to a
point, being the beginning of a non-tangent curve to the right having a radius �of 752.50
feet, a central angle of 68°52'11", and a long chord which bears North 44°37'40" East,
851.03 feet;
THENCE along said proposed east right-of-way line and said non-tangent curve to the
right, an arc distance of 904.51 feet to a point;
THENCE North 10°56'14" West, leaving said proposed east right-of-way line, a distance
of 95.00 feet to a point for corner, being the POINT OF BEGINNING, said point being in
the proposed northwesterly right-of-way line of said Bonnie Brae Street;
THENCE North 02°12'35" East, leaving said proposed northwesterly right-of-way line, a
d.istance of 36.77 feet to a point for cozner, for the beginning of a non-tangent curve to
the right having a radius of 1853,58 feet and a central angle of 1°47'17" and a long chord
which bears North 75°24'29" East, 57.84 feet;
THENCE along said non-tangent curve to the right an arc distance of 57.85 feet to a point
for corner;
THENCE North 76°18'08" East, a distance of 51.60 feet to a point for corner;
THENCE South 10°28'09" East, a distance of 42.91 feet to a point for corner, said point
being in the proposed northwesterly right-of-way line of said Bonnie Brae Street;
EXHIBIT A- to Ordinance (Property Interests)
Page 4 of 4
THENCE South 79°31'S1" West, along said proposed northwesterly right-of-way line, a
distance of 110.36 feet to a point for corner, for the beginning of a tangent curve to the
left having a radius of 847.50 feet, � central angle of 0°28'OS", and a long chord which
bears South 79°17'48" West, 6.92 feet;
THENCE continuing along said proposed northwesterly right-of-way line, and along said
tangent cuzve to the left, an arc distance of 6.92 feet #a the PDINT OF BEGINNING and
CONTAINING 4,477 square feet, 0.10 acres of land, more or less.
EJ3-�"
PAGE 1 OF
i
�
�
3500 RIE5LING OR �n
IOPETEfi ZHUC6 2 ���f ,y
�
OING WANG . `,����'N
����
��\��
F{�'�,a
`� ��
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4501 MERLOT Ofl
LOT 26, BLOCK 2
STEVEN OA4I0 6
tAUREN�RAINEY
4505 MERLOT pR
LOT P5, BLOCK 2
BqUCE 6 KRYSTAL
STEWAFT
a� 4609 MERLOT �P
Ap LOT 24, BLOCK 2
H� LEE & LATASHA
CARTEfl
�v 4513 MEHLOT OR
ILOT•'�29,"�ELOCK.'2 ..
CHRIST�PHER SIMS
4617 HERLOT'OR
LDT 22, BLOCK 2
OOUOLAS TEAGl1E
4621 HERLOT OR
LOT 21, BLOC!( 2
JAMES BALLARO
4601 MERLOT UR
LOT 20, BLOCK 2
JEREMY & LAUqA
WELLS
46D5 MEHLOT OR
LOT 19, BLOCK 2
�AIE OUANTAS
POINT OF
COMMENCIN
FND 5/8" I,
W/ CAP
EXHIBIT A- to Ordinance (Property Interests)
\ �= 45'53'26"
1 R=752.50' ; %
T-318 57'
'Il� L=602.71'
;I � `Cb=N56 35'07"��,
i �c=586.73'
: � � ;i �
E', ^. � :. i F .
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�= 31 '02' 54"
A°76�.A8"
�,. _ , ., ,•� T-21 ! . 24'
a, L=412. !0' ''�
�� � POINT OF ` Cb�S52'32'33"W
HEGINNING �y � Lc=407, 07'
� ' � 100 YR � /
' � j � \ � FLa00PLAIN� � �
i� i 0��� N56818838"W�`��� i�/
I I '� � p= 23'26'50" ! ! -
I I �� R=752.50' / f � � �
� I ��GJ T=158.16' / � ��'
I I ��� Cp3N21954'59"E /� i�/
,I `. . I,. �'Q�'� _..Lc=305. BO' / �/
I � /
� IZ�\�J' - - — — — �/ �/
J —
I— — — � — — — — — — — — — _� � � , i
Px1YATE DRIVE � RICHAR� A. GRAY, JR
� � ,�1 -� - — — ` — — J ` � \ `� � DOC. N0. 200B-12B436
I � O,R.O.C,T.
I � �
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��
NOTE:
APPROX. 0.43 AC LIES WITHIN FLOO�PLAIN
BASIS OF BEARIHG IS NORTH AMERICAN DATUM
OF 1983 (NAD-83) STATE PLANE COOFDINATE
5YSTEM, TEXAS NDRTH CENTRAL.
n
GRAPHIC SCALE 3"=100'
0 50 100 150
^ Graham Associates Inc,
�+ CONSULTING ENGINEERS �C PL�NNERS
� eoo sx Fuas oRwe, suire eoo
�wuHOroN, �x�s �aon �e� e4o-eeaa
TBPE FIRN� F-1J01/TBPLS _.141A38-00
WILLTAM
1359469„W 1�� �1����������a1a� 1;
C:����,Q�11 �,�;�C�� ���.
(���
°AM ST
7CK A LOT B, LOT 9, LOT 10,
I. ALE%ANOEq BLOCK A BLOCK A 6tOCK A
:T 6369f
A PORTION OF THIS EASEMENT LIES WITHIN A FE�ERAL
EMERGENCY MANAGEMENT AGENCY DESIGNATE❑ FLOOD PLAIN
OR FL00� PRONE AREA AS OESIGNATEO ON THE FLOOD
INSURANCE RATE MAP FOR OENTON COUNTY COMMUNITY
PANEL 48121C0370 G,EFFECTIVE OATE APRIL 18,20l1.
PARCEL 39-5E-4
�EiNG A
19,031 SQ.FT./0.44 ACRE
SLOPE EASEMENT
SITUATED IN THE
ROARK SURVEY, ABSTRACT N0. 1087,
DENTON COUNTY, TEXAS
DATE: DECEMBER 2041
u�uc����i�/roa-.i� -.
l;XH1131'1' A- to Urdinance (Yro erty tnterests
PAGE °2 `OF 4
A= 45'53'26"
R=752.50' �
7=3t6.57'
L=602,71'
Cb=N56'35'07"E �
Lc=586.73' �'
� �
, /
i� /,
i
�
���
RICHARD A, GRAY, JR
DOC. N0. 2008-126436
�9,.�R.O, C. T.
. _ � �
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_ — � �� I
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N79 � _ -
4 0•3 ;\ __ _ -
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�k � , � 7 . 50 '
�\\�..��,.�� , SB��W
U•
B� STR
s, �,�- �
��T
f
�
�����,�� � S80'4 Q�� S10'29'09"E
,� :�yy Q4. 22.93'
� �
� � FLOOOPLAIN�
�
�
�_ � '29 ` 29 �� �
9= 3!'02'54" F1=1762.34' /�
R°760.48� ° �
T=211.24' Cb?S76459'34"W / / /
L=412.10'
Cb=S52'32'33"W Lc=230.26' / �
Lc=4a7.07' /
� RICHARD A. GRAY, JR
/ DOC. ND. 2008^128436
// D.R.O.C.T. n n n����� � ����� �
` _ ` / � �d14��'����q
��,
� NOTE;
��_ APPROX, 0.43 AC LIES WITHIN FLOOOPLAIN
BASIS OF BEARING IS NORTH AMERICAN DATUM
OF 1983 (NAD-83) STATE PLANE CDOR�INATE
SYSTEM, TEXAS NORTH CENTRA�.
n
GRAPHIC SCALE 1'-100'
0 50 100 150
. Graham Associates,lnc.
CONSULTiNG ENGINEERS d� PLANNERS
eaa six FLAOS oFIVE, SUI1E 60D
ARLINOTON, TDfAS 7A011 �ei� e4o-as3s
iHPE Flfl4t F-11C1/TBPLS RNi 1D163E-DO
A PORTION OF THIS EASEMENT LIES WITHIN A FEDERAL
EMERGENCY MANAGEMENT AGENCY OESIGNATEO FLOOD PLAIN
OR FLOOD PRONE AREA AS OESIGNATEO ON THE FL000
INSURANCE RATE MAP FOR DENTON COUNTY COMMUNITY
PANEL 48121C0370 G,EFFECTIVE DATE APRIL 18,2011.
PARCEL 39-5E-4
BEING A
19,031 SQ.FT./0.44 ACRE
SLOPE EASEMENT
SITUATED IN THE
WILLIAM ROARK SURVEY, ABSTRACT N0. 108'�,
DENTON COUNTY, TEXAS
DATE: DECEMBER 2011
J/I]enton/P39-SE-4
Page 3 of 4
EXHIBIT A- to Ordinance (Property Interests)
PARCEL 39-5E-4
LEGAL DESCRIPTION
SLOPE EASEMENT
Being a 0.44 acre tract of land situated in the William Roark Survey, Abstract No. 1087,
Denton County, Texas and being a portion of that certain parcel conveyed to Richard A.
Gray, Jr., as recorded in Instrument No. 2008-12843b, Deed Records, Denton County,
Texas, and being more particularly described as follows:
CQMMEN,�ING,at,a£ound 5/8 inch iron,rod with cap, said point being in the south line
of said Richard A. Gray Jr. tract and the northwest corner of Lot 7, Block A, Meadows at
Hickory Creek, Phase One as conveyed to Linda J. and John M. Alexander, Instrument
No. 2010-63691, Deed Rec�rds, Denton County, Texas, and being in the existing east
right-of-way line of Bonnie Brae Street (having a variable width R.O.W.);
THENCE North 88°04'29" East, ieaving said existing east right-of-way line and along
said south line, a distance of 48.50 feet to a point, said point being in the proposed east
right-of-way line of Bonnie Brae Street (having a variable width R.O.W.);
THENCE North Ol°19'09" West, leaving said south line and following along said
proposed east right-of-way line of Bonnie Brae Street, a distance of 135.46 feet to a
point, being the beginning of a non-tangent curve to the right having a radius of 752.50
feet, a ceniral angle of 23°26'S0", and a long chord which beaxs North 21°54'S9" East,
305.80 feet;
THENCE along said proposed east right-of-way line and along said non-tangent curve to
the right, an arc distance of 307.95 feet to a point for corner, being the POINT OF
BEGINNING, and being the beginning of a compound curve to the right having a radius
of 752.50 feet, a central angle of 45°53'26", and a l�ng chord which bears North
56°35'07" East, 586.73 feet;
THENCE along said proposed east right-of-way line, and along said compound, a
distance of 602.71 feet to a point for corner;
THENCE North 79°31'S1" East, continuing along said east right-of-way line, a distance
of 110.36 feet to a point for corner;
THENCE South 10°28'09" East, leaving said proposed east right-of-way line, a distance
of 18.00 feet to a point for corner;
THENCE South 79°31'S1" West, a distance of 7.50 £eet to a point for corner;
THENCE South 10°28'09" East, a distance of 22.93 feet to a point for corner;
EXHIBIT A- to Ordinance (Property Interests)
Page 4 of 4
THENCE South 80°44'18" West, a distance of 44.03 feet to a point for corner, for the
beginning of a tangent curve to the left having a radius of 1762.34 feet, a central angle of
7°29'29", and a long chord which bears South 76°59'34" West, 230.26 feet;
THENCE=along-s�id�xang�nx� cur�v�e #o the left, an arc•distan�e of 230.42 feet to a point for
corner, for the beginning of a compound curve to the left having a radius of 760.48 feet, a
central angle of 31°02'S4", and a long chord which bears South 52°32'33" West, 407.07
feet;
THENCE along said compound curve to the left, an arc distance of 412.10 feet to a point
for.,,cor,ner;
THENCE North 56°16'38" West, a distance of 8.88 feet to the POINT OF BEGINNING
and CONTAINING 19,031 square feet, 0.44 acres of land, more or less.
03+�5-�, -
PAGE 1 OF 5
i
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3500 RIESLING OR
LOT 27. BLOCK 2
PETER ZHU 6
OIN6 WANG
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�sS��e
R'�� 1
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450f MEqLOi Ofl
LOT 26, BLOCK 2
STEVEN OAVIO C
�-� LAUREN�•RAINEY
EXHIBIT A- to Ordinance (Property Interests)
E.,,
�3�
� O
/� Q
1•'1 H
�
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�.7
4605 MEFiLOT DR �
LOT 25, BLOCK 2
BRUCE 6 KRYSTAL
STEWART
�� Afi09 MERL07 OR
A� LOT 24, BLOCK 2
LEE & LATASHA
CARTEN
v
4513 MERLOT OH
�LOT 23,°�BLOCK �$ �
CHRISTOPHER SIMS
45f7 MERLOT OR
LOT 22. 6LOCK 2
DOUGLAS TEAGUE
4B2f MERLOT hR
LOT �1. BLOCK 2
JAMES BALLAR�
460! MERLOT OR
LOT 20, BLOCK 2
JEFiENY & LAURA
WELLS
4fi06 MEHLOT �R
LOT !9, BLOCK 2
�ALE OUANTA9
POINT OF
COMMENCIN
FND 5/9" I.R
W/ CAP
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0.26 AC LIES WI7HIN FLOODPLAIN
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OF 1983 (NAD-83) STATE PLANE COORDINATE
SYSTEM, TEXAS NORTH CENTRAL.
n
GRAPHTC SCALE f'�f00'
0 50 100 150
� Graham Associates,lnc.
■ CQNSULTING ENGINEERS d� PUNtiERS
000 SI% FLAOB DRIVE� SUIIE 600
ARLINOTON, 7E%AS 7EOt1 (.E17 040-8636
iBPE F1RMt F-itDl/iePLS Fl t 101678-00
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R=752.50' / I � � � �
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Lc=856.09' � �
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PRIVATE DRIVE !
� � � � �� ' RICHARD A. GRAY, JR
� � OOC. N0. 2008-128436
� � � � D.R.D.C,T.
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-N013594&9 �� W ' � �'M�'� �'
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6EAM ST
LOCK A LOT 8, LOT 9, LOT 10,
M. ALEXANDEA BLOCK A BLOCK A 6L06K A
)10-63691
C.T.
THIS EASEMENT LIES WITHIN A FE�ERAL EMEflGENCY
MANAGEMENT AGENCY OESIGNATED FLOOD PLAIN OR
FLOOD PRONE AREA AS DESIGNATED ON THE F'LOOtl
INSURANCE RATE MAP FOR DENTON COUNTY COMMUNITY
PANEL 48121C0370 G,EFFECTIVE DATE APRIL 18,2011,
PARCEL 39-5E-5
BEING A
11,285 SQ.FT./0.26 ACRE
SLOPE EASEMENT
SITUATED IN � THE
ROARK SURVEY, ABSTRACT N0. 1087,
DENTON COUNTY, TEXAS
DATE; OECEMBER 2011
PAGE 2 OF 5
EXHIBIT A= to Ordinance (Property Interests)
�,RZCMARO �1.. . GAAY. .JR
OOC. N0. 2008-l28438
D.R.D,C.T.
�_ !7'33'33"
R=847.50'
T=130.69'
L=259.73'
Cb°N70'45°04"E
Lc=25B.71' �—�
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OP�SE
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/ / / / _ �9 3 36 ,.
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7.50' ,
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-A= es •20' ts" N 10 '28' 09"W�
R=752,50' 14.50'
T=520.45' soo YR
L=910.66' FL�O�PLAIN
Cb=N44 '51' 43"E /
Lc=856.09' / /
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�= 16'46°34"
R=880.00'
T=429.76'
L=257.66'
Cp=S71'08'34"W
Lca256.74'
/ � DOC. O�R.O GBT12B436 �
� 4� ��� �Y,�� ����
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`�'/ NOT26 AC LTES WITHIN FLOOOPLAIN
BA5i5 OF BEAFING I5 NORTH AMERICAN DATUM
OF 1983 (NAD-83) STATE PLANE COOROINATE
SYSTEM, TEXAS NORTH CENTRAL.
n
GRAPHIC SCALE !'-100'
0 50 100 150
� Grdham Associates,lnc.
■ CONSUL7ING ENGINEERS d� PLANNERS
600 SIX FLA09 DRIVE. SUI1E 600
hHUNOTdI. TEfiAS 7eo11 (s17) e4a-E67s
7BPE FlFMi F=1i41/TBPLS F1RM1 101638-00
THIS EASEMENT LIES WITHIN A FEDERAL EMERGENCY
MANAGEMENT AGENCY OESIGNATEO FLOOD PLAIN OR
FLOOD PRONE AREA AS DESIGNATED ON THE FLOOD
INSURANCE RATE MAP FOR DENTON COUNTY COMMUNITY
PANEL 48121C0970 G,EFFECTIVE DATE APRIL 18,2011.
PARCEL 39-5E-5
BEING A
11,285 SQ.FT./0.26 ACRE
SLOPE EASEMENT
SITUATED IN THE
WILLIAM ROARK SURVEY, ABSTRACT N0. 1087,
DENTON COUNTY, TEXAS
AA.T.E:-. DECEMBER .,2014
J/Denton/P35-SE-5
PAGE 3 OF 5
.
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.
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EXHIBIT A- to Ordinance (Property Interests)
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��= 17'33''�3" V �
R=847 . 50� ,� / � f �
T=130:89' � i
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� �OG. N0. �006-126A36
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L=257,6E'
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Lc=256.74'
'47`��°W
7.50'
S20'i2 `Q7"E
22.16'
BASIS OF BEARING IS NORTH AMERICAN DATUM
OF 1983 �NAD—B�) STATE PLANE CtlQRdINATE
SYSTEM. EXA9 NORTH GErfTRAL,
�
l3RAPHIC SCAL� S'-1p0'
q 50 18D 150
Graham Assaaiates,lnc.
CaMSIlLTING ENCiNEERS dc FLANNERS
eoo s�x �uas o�pvE(. sui� eao
1�HPE f1NMi �11a1%IB���PLS �IA� 1�6Jd�-90
NOTE:
0,26 AC LIES WITHIN FLOOOPL.AIN
THIS EASEhfEN7 LI�S WITHIN A FEOERAL EMERGENCY
MANAGEMENT AGENCY DESIGNATEO FL000 PLAIN OR
FLdOD PR�NE AREA AS OESIGNATED QN THE FL000
TNSURAM1lGE RATE MAP FOR QENTQN COUNTY COMMUNITY
PANEL 48121C0370 G,EFFECTIVE DATE APRIL 18,2011.
PARCEL 39-5E-5
BEING A
11,�85 SQ.FT./0.2� ACRE
SLOPE EASEM�IVT
SITUATED IN THE
�NILLIAM ROARK SURVEY, A�STRACT N0. 1087,
DENTON COUNTY, TEXAS
OATE; dECEMBER 2�11
V/LIG�14��1/�./.� �+� �
Page 4 of 5
EXHIBIT A- to Ordinance (Property Interests)
PARCEL 39-5E-5
LEGAL DESCR7PTION
SLOPE EASEMENT
Being a 0,26 acre tract of land situated in the William Roark Survey, Abstract No. 1087,
Denton County, Texas and being a portion of that certain parcel conveyed to Richard A.
Gray, Jr,, as recorded in Instrument No. 2008-128436, Deed Records, Denton County,
Texas, and being more particularly described as follows:
COMMENCING at a found 5/8 inch iron rod with cap, said point being in the south line
of said Richard A. Gray Jr. tract and the noz�thwest corner of Lot 7, Block A, Meadows at
Hickory Creek, Phase One as conveyed to Linda J. and John M. Alexander, Instrument
No. 2010-63691, Deed Records, Denton County, Texas, and being in the existing east
right-of-way line of Bonnie Brae Street (having a variable width R.O.W.);
THENCE North 88°04'29" East, leaving said existing east right-of-way line and along
said south line, a distance of 48.50 feet to a point, said point being in the proposed east
right-of-way"11ne of Bonriie`Brae Street (having a variable wii�t� R.O.W.);
THENCE North Ol°19'09" West, leaving said south Iine and following along said
proposed east right-of-way line of Bonnie Brae Street, a�distance of 135.46 feet to a
point, being the beginning of a non-tangent curve to the right having a radius of 752.50
feet, a central angle of 69°20'16", and a long chord which bears North 44°51'43" East,
856.09 feet;
THENCE along said proposed east right-of-way line and along said non-tangent curve io
the right, an arc distance of 910.66 feet to a point for corner, _
THENCE North 79°31'51" East, along said proposed east rigl�t-of-way line, a distance of
135.36 feet to a point for corner, being the POINT OF BEGINNING;
THENCE North 79°31'S1" East, continuing along said proposed east right-of-way line, a
distance of 93,10 feet to a point for corner, for the beginning of a tangent curve to the left
having a radius of 847.50 feet, a central angle of 17°33'33 ", and a long chord which bears
North 7fl°45'04" East, 258.71 feet;
THENCE continuing along said proposed east right-of-way line, and along said tangent
curve to the left, an arc distance of 259.73 feet to a point for corner;
THENCE South 20°12'07" East, leaving said proposed east right-of-way line a distanca
of 11.59 feet to a point for corner;
THENCE South 69°47'S3" West, a distance of 7.50 feet to a point for corner;
EXHIBIT A- to Ordinance (Property Interests)
Page 5 of S
THENCE South 20°12'07" East, a dzstance of 22.16 feet to a point for corner, for the
beginning of a non-tangent curve to the right having a radius of 880.00 feet and a central
angle of 16°46'34" and a long chord which bears South 71 °08'34" West, 256.74 feet;
THENCE ,alo�g. said non-#ang.en�i curve :.to �the right an arc distance of 257:66 feet to a
point for corner; �
THENCE South 79°31'S1" West, a distance of 85.60 feet to a point for corner;
THENCE North 10°28'09" West, a distance of 14.50 feet to a point for corner;
THENCE South 79°31'S1" West, a distance of 7.50 feet to a point for corner
THENCE North 10°28'09" West, a distance of 15,00 feet to the POINT OF BEGINNING
and CONTAINING 11,285 square feet, 0.2b acres of 1and, more or less.
D3�Is'� ��`-
PAGE 1 OF 5
/
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LOi 27,E 8L06K 2R �1�
PETER ZHU 6 ��'
QINO WANO ;���?'i;,
.�� ���t�
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t<�'Iy�.,
/;./J 5` 5�'
h�z`�^�• ��
i,� �
4601 MEHLOi OR
L0T 26, 9LOCK 2
STEVEN OAVIO &
� i.AUqEN�=flAINEY � � �
EXHIBIT A- to Ordinance (Property Interests)
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4906 MERLOT OR i
LOT 25, 6LOCK 2
BqUCE 6 kRY5TAL
STEHART
pgq� I
jqk 4509 MEHLOT OR � �
Ap LOT 24, BLOCK 2
Ey� LEE 6 LATASHA �
CARTEH (
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4513 MEHLO7 UFi �
1 LOT 23;�•BLUCK 2
CHRISTOPHEFi SIM5 I
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48f7 MEpLOT OR �
LOT 22. BLOCK 2 I
DOUGLA9 TEAQUE
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4621 MEHLOT DR . i
LDi 2!, BLOCK 2
JAMES BALlAHO I
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4601 MERLOT DA I
LOT 20 BLOCK 2
JEREMI� 6 IAURA �
WELLS
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4fi05 MERLOT DR �
1.07 19, BLOCK 2
UALE �UAN7A8 �
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POINT OF I
COMMENCIN i
FNOW//CAPI R ,I
NOTE:
0.38 AC LIES WITHIN FLOODPL.AIN
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BASIS OF BEARING IS NORTH AMEflICAN DATUM
OF 1983 (NAD-83) STATE PLANE COORDINATE
SYSTEM, TEXAS NORTH CENTRAL.
�
GRAPHIC 9CALE i"=�00'
0 50 100 150
.^ Graham Associates Inc.
CONSULTING ENGINEERS � PLItNNERS
\\91 600 51% fL.ACS DRIVE, eUITE 6O0
�++� �wuNOrcx�, �x�s �eoti �et� e4o—asa6
'IBPE FlflMi F-1tol/TBPL3 � 101638-00
WILLIAM
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J PRNATE DRIVE __ � RICHAR� A. GRAY, JR
J — — — � �� DOC, N0. 2008-128436
� � D.R.D.C.T.
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LOT B. LOT 9, LOT i0,
1ER BLOCK A BLOCK A 6LOCK A
THIS EASEhSENT LIES WITHIN A FEDERAL EMERGENCY
MANAGEMENT AGENCY OESIGNATED FLOOD PLAIN OR
FLOOD PRONE AREA A5 DESIGNATED ON THE FLOOD
INSURANCE RATE MAP FOR QENTON COUNTY COMMUNITY
PANEL 48121C0370 G,EFFECTIVE DATE APRIL 18,2011.
PARCEL 39-5E-6
BEING A
16,37�. SQ.FT./0.38 ACRE
� 5LOPE EASEMENT
SITUATED IN THE
ROARK SURVEY, ABSTRACT N0. 1087,
DENTON COUNTY; TEXAS
DATE: DECEMBER 201�
u/ uni ��vi i� roo-a�-u
PAGE 2 OF 5
,' /
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EXHIBIT A - to Ordinance
RICHARD A. GRAY, JR
DOC. N0. 2008-128436
�D: R: D:�C.7.
N!0'28'09"W—
44.32'
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Interests
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R=702.50'
T=82.72'
L=164.68'
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_� � A= 18'33'17"
- 1 R=752.50'
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L=243.69'
Cb=S70'15' 12"W
Lc=242.63'
�e= s9•zo�is~ � �-�
R=752.50' �
T-520.45' 100 YR �
Ls910.66' FLOO�PLAIN �
Cd°N44'51'43°E
Lc-856.09' �
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/ DaC. D�R.p C8T128436 �
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// �������� �� �
` � � � NOTE:
>�� 0.38 AC LIES WITHIN FLOODPLAIN
/
8A5I5 OF BEARING IS NORTH AMERICAN DATUM
OF 1983 (NAD-B3) STATE PLANE COORDINATE
SYSTEM, TEXAS NORTH CENTRAL.
n
GHAPHIC 5CALE S°-100'
0 50 100 150
^ Grahdm Associates,lnc.
((L, CONSULTING ENGINEENS k PLANNERS
�� eoo sIX FLA05 DRIVE. SUIIE OOo
`�� �nuNO'roN, �xAS 7aott (et�) e/o-eaae
1ePE flpAli P-ttat/►eP�s FiAM: f0163B-00
THIS EASEMENT LIES WITHIN A FEDEAAL EMERGENCY
MANAGEMENT AGENCY DESIGNATED FLOOD PLAIN OR
FLOOD PRONE AREA AS DESIGNATED ON THE FLOOD
INSURANCE RATE MAP FOR DENTON COUNTY COMMUNITY
PANEL 48121C0370 G,EFFECTIVE DATE APRIL 18,2011.
PARCEL 39-5E-6
BEING A
16,371 SQ.FT./0.38 ACRE
SLOPE EASEMENT
SITUATED IN THE
WILLIAM ROARK SURVEY, ABSTRACT N0. 108'7,
DENTON COUNTY, TEXAS
DATE: DECEMBER 2011
J/Danton/P39-SE-6
LXHll�l'1' A- to Urdinance (Yroperty lnterests)
PAGE 3"OF 5 /
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�= 13'25'53" ,'
Fi=702 . 50'
T=82.72' i�
L=164.68'i
Cb�N67' �'30"Ei
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A= 18'33' !7"
R=752,50'
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L=243.69'
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Lc=242.63'
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BASIS OF BEARING IS NOFiTN AMERICAN DATUM
OF 1983 (NAD-83) STATE PLANE COORDINATE
SYSTEM, TEXAS NORTH CEN7FAL.
n
GRAPHIC SCAI.E !'=SDO'
0 50 100 150
� Graham Associates,lnc.
■ CONSULTINQ ENQINEERS k PLANNERS
eoo s�x ruos owve� sui� noo
�auHorw�, iou,s �eott (m� eao-eaae
TBPE FlflM� F-11P1/iBPLS �IRMi 101688-00
;•
FICHARD A. GRAY, JR
OOC. N0. 2008-128436
D.Fl.D.C.T.
NOTE:
0,38 AC LIES WITHIN FLOODPLAIN
�
\
�
THIS EASEMENT LIES WITHIN A FEDERAL EMERGENCY
MANAGEMENT AGENCY DESIGNATED FLOOD PLAIN OR
FLOOD PRONE AREA AS OESIGNATE� ON THE FLOOD
INSURANCE RATE MAP FOR pENTQN COUNTY COMMUNITY
PANEL 4B121C0370 G,EFFECTIVE �ATE APRIL 18,2011.
PARCEL 39-5E-6
BEING A
16,3'71 SQ.FT./0.38 ACRE
SLOPE EASEMENT
SITUATED IN THE
WILLIAM ROARK SURVEY, ABSTRACT N0. 1OS'7,
DENTON COUNTY, TEXAS
DATE: DECEMBER 2011
J/Denton/P39-5E-6
Page 4 of 5
EXHIBIT A- to Ordinance (Property Interests)
PARCEL 39-5E-6
LEGAL DESCRIPTION
SLOPE EASEMENT
Being a 0.38 acre tract of land situated in the William Roark Survey, Abstract No. 1087,
Denton County, Texas and being a portion of that certain parcel conveyed to Richard A.
Gray, Jr., as recorded in Instrument No. 2008-128436, Deed Records, Denton Cout�ty,
Texas, and being more particularly described as follows:
�OMMEI>TCIIaT,�.at.:a ,found �S/8 .inch�,iron rod.�with,cap, said point being the in the south
line of said Richard A. Gray Jr. tract and the northwest corner of Lot 7, Block A,
Meadows at Hickory Creek, Phase One as conveyed to Linda J. and John M. Alexander,
Instrument No. 2010-63691, Deed Records, Denton County, Texas, and being in the
existing east right-of-way line of Bonnie Brae Street (having a variable width R.O.W.);
THENCE North 88°04'29" East, leaving said existing east right-of-way line and along
said south line, a distance of 48.50 feet to a point, said point being in the proposed east
right-of-way line of Bonnie Brae Street,(having a variable width R.O.W.);
THENCE North O1°19'09" West, leaving said south line and following along said
pxoposed east right-of-way line of Bonnie Brae Street, a distance of 135,46 feet to a
point, being the beginning of a non-tangent curve to the right having a radius of 752.50
feet, a central angle of 69°20'16", and a long chord which bears North 44°51'43" East,
856.09 feet;
THENCE along said proposed east right-of-way Iine and said non-tangent curve to the
right, an arc distance of 910.66 feet to a point;
THENCE North 79°31'S1" East, continuing along east right-of-way line, a distance oi
135.36 feet to a point for corner;
THENCE North 10°56'09" West, leaving said proposed east righ#-of-way Iine, a distance
of 95.00 feet to a point for corner, being the POINT OF BEGINNING, said point being in
the pxoposed northwesterly right-of-way line of said Bonnie Brae Street;
THENCE North 10°28'09" West, leaving said proposed northwesterly right-of-way line,
a distance of 44.32 feet to a point for corner;
THENCE North 76°18'08" East, a distance of 163.83 feet to a point for corner, for the
beginning vf a non-tangent curve to the left having a radius of 702.50 feet and a central
angle of 13°25'S3" and a long chord which bears North 67°03'30" East, 164,30 feet;
THENCE along said non-tangent curve to the left an arc distance of 164.68 feet to a point
for corner;
EXHIBIT A- to Ordinance (Property Interests)
Page 5 of 5
THENCE South 20°12'07" East, a distance of 50.64 feet to a point foT corner, for the
beginning of a non-tangent curve to the right having a radius of 752.50 feet and a central
angle of 18°33'17" and a long chord which bears South 70°15'12" West, 242.63 feet, said
point being in the proposed northwesterly right-of-way line of said Bonnie Brae Street;
THENCE along said proposed northwesterly right-of-way line, and along said non-
tangent curve to the right an arc distance of 243.69 feet to a point for cornar;
THENCE South 79°31'S1" West, continuing along said northwesierly right-of-way Iine, a
distance of 93.10 feet to the POINT OF BEGINNING and CONTAINING 16,371 sguare
feet, 0.38 acres o�.l.and,.more or 1ess.
PAGE 1 OF 5
/
/
/
3500 RIESLING OR f�,-
l0T 27. BLOCK 2 �`'"
PETER ZHU 6 •� �` �'
UING WANG �jl`'�� �.
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4501 MERLOT OR
LSTEVE�j OAVIOK 6
-LAWflEN.,.flAINBY �
EXHIBIT A- to Ordinance (Property Interests)
�"` i
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4506 HERLOT DA
LOT 25, BLOCK 2 � — '
BRUCE S KRYSTAL � I
STEWART �
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•� I I
� 4509 MERLOT OR �I �
p LOT 24, BLUCK 2 I �
� LEE 6 LATASHA
CARTER II I
v � �
4853 MERLOT OR � �
ILOT ��23, �BLUQK�°2
CHRISiOPHER SIM5 I� � �
I �I� ��- -
I �
4517 MERLOT OR � �'�� > — �
LOT 22, BLOCK 2
DOUGLA5 TEAGUE i j �
� 1
� i
4521 MERLOY OR I I
LOT 21, BLOCK 2
JAMES BAILApD I I
� �
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L.07 20 E BLLOCK 2 � �
JERE WELL5 AURA I I :�
I I N
i � o
4605 MERIOT DA � I m
LOT 19, BLOCK 2 m
OALE �UANTA5 I I �
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POIN'1' OF � I
COMMENCIN i
FNO 5/B" I.R
W/ CAP I I
NOTE:
0.73 AC LIES WITHIN FLOODPLAIN
BASIS OF BEARING IS NORTH AMERICAN DATUM
OF 1983 (NAD—B3) STATE PLANE COORDINATE
SYSTEM, TEXAS NORTH CENTRAL.
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PR .NATS .DRIYE _ _i_ '" �RICHAFlO A. GRAY, JR
- - - - � DOC, N0, 2008-128436
`� �
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LOT 8, LOT 9, LOT 10,
]Ep BLOCN A BLOCK A BLOCK A
THIS EASEMENT LTES WITHIN A FEDERAL EMEFGENCY
MANAGEMENT AGENCY �ESIGNATED FL000 PLAIN OA
FLOOD PRONE AREA AS OESIGNATEO ON THE FL000
INSURANCE RATE MAP FOR ❑ENTDN COUNTY COMMUNITY
PANEL 48121C0370 G,EFFECTIV� ❑ATE APRIL 18,2011,
PARCEL 39-5E—'7
BEIN•G �A
� 31,702 SQ.FT./0.73 ACRE
SLOPE EASEMENT
GRAPHIC SCALE �•=�ao� SITUATED IN THE
0 50 �o0 15o WTLLIAM ROARK SURVEY, ABSTRACT NOa 1087,
JAMES EDMONSON SURVEY, ABSTRACT N0. 400,
� Graham Associates,lnc. DENTON COUNTY, TEXAS
CONSULTINC ENGINEEItS tc PLANNfRS
eoo s�x ruos oRl�, sul� aoo
uzuNOtnrr, hx�s �aott (at e�o-eess DATE: DECEMBER 2d 11
7HPE FlRMi F^11o1/TBPLS FI � 10143s-0�
u/uciiw���raa--.��- i
PAGE 2 OF 5
EXHIBIT A- to Ordinance (Property Interests)
RICHARD A. GRAY, JR
OOC. N0. 2008-128436
.D':R.p:"C:T,
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� / $O - — � 1 T–e53�i5'
� r�`�� _ L=303. 03' I
4�0�0 ' _ Lc=301, 42 � 15"E
i' � �
��� � 100 YR / � �
�y� , FLOODPLAIN �
Aa S9'20'i6"
R=752.50'
�� L=910.66' / � /
, j' Cb=N44 '51' 43"E
Lc=856.09' �
�
, / � RICHARD A. GRAY, JR
❑OC, N0. 2008-128436
/ D.R.D.C.T. ,�C����ns7�d
� C�(lIQ4.1�11�,������1��^ a�'��
� � ,. , // �3���
NOTE:
�.
0.73 AC LIES WITHIN FLOOOPLAIN
BASIS OF BEARING IS NOATH AMERICAN DATUM
OF 1983 (NAD-83i STATE PLANE COORDINATE
SYSTEM, TEXAS NORTH CENTRAL,
n
GFlAPHIC SCALE i'=f00'
0 50 100 150
.^ Graham Associates,lnc,
/(�� CONSULTINO ENGINEERS d� PLANNERS
\l71 E00 SIX FLAG4 ORI�E� SUITE 600
�'V MUNOTON, TDGS 7EO11 f�e�� ao-eaae
f9PE FlRMt F-11�1/1BPLS RMi IOIE]8-00
THIS EASEMENT LIES WITHIN A FEDERAL EMERGENCY
MANAGEMENT AGENCY DESIGNATED F1.00D PLAIN OR
FLOQ� PRQNE AR�A AS DESI�NATED ON THE FLOOD
INSURANCE RATE MAP FOR OENTON COUNTY COMMUNITY
PANEL 48121C0370 �,EFFECTIVE �ATE APRIL 18,2011.
PARCEL 39-5E—'7 •
BEING A
31,702 SQ.FT./0.'73 ACRE
SLOPE EASEMENT
SITUATED IN THE
WILLIAM ROARK SURVEY, ABSTRACT N0. 1087,
JAMES EDMONSON SURVEY, ABSTRACT N0. 400,
DENTON COUNTY, TEXAS
QATE; DECEMBER 2011
J/Dentan/P39–SE-7
PAGE 3 OF 5
EXHiB11' A - to Urdinance
MARVIN HENOERSON ESTATE TRUST
ooc. No, as-ROOaaeoo
o.a.o.c.r,
/ `
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N24 'OB' 45"E
62.91'
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SUqVEY LtNE
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�,,,,;�is��=a �'��t �� T,�;;1 �rt70O • ;
`����a����k �= 45 ' 19 ' 50 s�
R=702.50 �
T=293.36' ,'
L=555.79'I
Cb=N35'36J 13"E
Lc=541. 4.1 '
FICHARD A. GRAY, JR �
DOC. N0, 2008-128436 � � �(�
D.R.D,C.T.
�\
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e= 2o,�zs � 11 \
R-847. 50 � � /
T ��J3 �iB
-e-303.03�
i ' Cb=N69'17'15"E/
� � Lc=301.42'
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::`
interests�
S73'54' 10"
37.83'
/
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;
BASIS OF BEARING IS NORTH AMERICAN DATUM
OF 1983 (NAO-83) STATE PLANE COORDINATE
SYSTEM, TEXAS NORTH CENTRAL,
12'56' �t8"W
59.6�'
!
!
I
/
/�
/
� , 100 YR
�FLOODPLAIN
�
\
\
\
\
\
\
\
\
/ RICHARD A. GRAY, JR \
� DOC, N0, 2008-128-036
/ D,R,D.C.T.
�-�= 46'06'21"
R=752.50'
7=320.24'
L=605.54'
Cb=S35 '59' 29"W
Lc =589.33'
NOTE;
0.73 AC LTES WITHIN FLOOOPLAIN
THIS EASEMENT LIE5 WITHIN A FEOERAL EMERGENCY
MANAGEMENT AGENCY DESIGNATEO FLOOD PLAIN OR
FLOOp PRONE AREA AS DESIGNATED ON THE FLOOD
INSURANCE RATE MAP FOR OENTON COUNTY COMMUNITY
PANE� 48A21C0370 G,EFFECTIVE OATE APRIL 18,2011.
PARCEL 39-5E-'7
� BEING A
n 31,702 SQ.FT./0.73 ACRE
SLOPE EASEMENT
GRAPHIC SCALE !'�l00'
0 50 100 150
. Graham Associates,lnc.
CONSULTIN� ENGINEERS �k PLANNERS
eoo s�x Fuos oRro�, suire soo
A�tuHaraN, �us �ean (el» e4a-assa
iBPE FlRMi F-1191/TBPLS FlRMt 101635-00
SITUATED IN THE
WILLIAM ROARK SURVEY, ABSTRACT N0. 108'7,
JAMES EDMONSON SURVEY, ABSTRACT N0. 400,
DENTON COUNTY, TEXAS
DATE: OECEMBER 2011
viucn��ui�.,� .,� .
Page4of5
EXHIBIT A- to Ordinance (Property Interests)
PARCEL 39-5E-7
LEGAL DESCRIPTION
SLOPE EASEMENT
Being a 0.73 acre tract of land situated in tlie William Roark Survey, Abstract No. 1087,
and the James Edmonson Survey, Abstraci No. 400, Denton County, Texas and being a
portian of ihat certain parcel conveyed to Richard A. Gray, Jr., as recorded in Instrument
No. 2008-128436, Deed Records, Denton County, Texas, and being more particularly
described as follows:
COMMENCING at a found 5/8 inch iron rod with cap, said point being the in the south
line of said Richard A. Gray Jr, tract and the northwest corner of Lot 7, Block A,
Meadows at Hickory Creek, Phase One as conveyed to Linda 7. and John M. Alexander,
Instrumant No. 2010-63691, Deed Records, Denton County, Texas, and being in the
existing east right-of-way line of Bonnie Brae Street (having a variable width R.O.W.);
THENCE North 88°04'29" East, leaving said exisiing east right-of-way line and along
said south line, a distance of 48.50 feet to a point, said point being in the proposed east
right-of-way line of Bonnie Brae Street (having a variable width R.O.W.);
THENCE North O1°19'09" West, leaving said south line and following along said
proposed east right-of-way line of Bonnie Brae Street, a distance of 135.46 feet to a
point, being the beginning of a non-tangent curve to the right having a radius of 752.50
feet, a central angle of 69°20'16", and a long chord which bears North 44°51'43" East,
856.09 feet;
THENCE along said proposed east right-of-way line and said non-tangent curve to the
right, an arc distance of 910.66 feet to a point; �
THENCE North 79°31'S1" East, continuing along east right-of-way line, a distanee of
228.46 feet to a point for corner being the beginning of a tangent curve to the left having
a radius of 847.50 feet, a central angle of 20°39'11 ", and a long chord which bears North
69°17'15" East, 301.42 feet;
THENCE along said prop�sed east right-of-way line and said tangent curve to the left, an
arc distance of 303.03 feet to a point;
THENCE North 30°57'20" West, leaving said proposed east right-of-way line, a distance
of 95.00 feet to a point for corner, being the POINT OF BEGINNING, said point being in
the proposed west right-of-way line of said Bonnie Brae Street;
THENCE North 20°12'07" West, leaving said proposed west right=of vcray line, a�distance
of 50.96 feet io a point for corner, for the beginning of a non-tangent curve to the left
having a radius of 702,50 feet and a central angle of 45°19'S0" and a long chord which
bears North 35°36'13" East, 541.41 feet;
EXHIBIT A- to Ordinance (Property Interests)
Page 5 of 5
THENCE along said non-tangent curve to the left an arc distance of 555.79 feet to a point
for corner;
THENCE North 24°08'45" East, a distance of 62,91 feet to a point for corner, said point
.being in x1��e.unorth.line..o�,said,.Cray,Ir.-.tract.and.,being ,in the south line of a tract of land
conveyed to Marvin Henderson Estate Trust, as recorded in Instrument No. 96-
R0055800, Deeds Records, Denton County, Texas, being a common 1ine;
THENCE South 73°54'10" East, along said common 1ine, a distance of 37.83 feet to a
point for corner, said point being in the proposed west right-of-way line of said Bonnie
Bra� Str�et;
THENCE South 12°56'18" West, leaving said common line, and along said proposed
west right-of-way line, a distance of 59.62 feet to a point for corner, for the beginning o£
a tangent curve to the right having a radius of 752.50 feet, a central angle of 46°06'Z 1",
and a long chord which bears South 35°59'29" West, 589.33 feet;
THENCE continuing along said proposed west right-of-way line, and along said tangent
curve to the right, an arc distance of 605.54 feet to the POINT OF BEGINNING and
CONTA'II��N"�'3�1;702 square feet,"�0:73 acres o�land, more or less.
G �
PAGE f OF 5
i
/
/
3500 RIESLING OR
LOT 27, BLOCK 2
PETER ZHU 6
DING WANG
�,�° ;s�r
. y�`' G�
`i�: e
�J �,: L 1.,
�� ,`fI�!'s `
C�',�;,
4501 MERLOT OR
LOT 26, BLOCK 2
STEVEN OAVIO &
i'AUREtI•RAINEY
A505 MEp�OT OR
LOT 85, BLOCK 2
BRUCE 6 KRYSTAL
5TENART
Fi� LOT 24 E 9LOCK 2
� LEE 6 LATASHA
CART6R
N
� 4513 MERLOT OR
ILOT 23,"�COCK"2'
CHRISTOPHEH SIMS
45f7 MERLOT DP
LOT 22, BLOCH 2
OOUGLAS TEAOUE
4521 MERLOT OR
LOi 23. BLOCK 2
JAMES 9ALLARO
4601 MEflLOT OR
LOT 20 BLOCK 2
JEqEM1� 6 LAURA
� WELLS
4fi05 MERI.oT OR
LOT !9, 6LOCK 2
�ALE UUANTA9
POINT OF
EXHIBIT A- to Ordinance (Property Interests)
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� � T=520.45'
\ �� / =
L=910.66'
� Cb=N44'51'43"E ,�
Lc=856,09' �
� ,� . , � �
� ' ,��5 � 100 YR �' � — �
/ I Q �'w \ FLOOOPLAIN � �'� /
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NOTE;
APPRaX. 0.26 AC LIES WITFiIN FLOODPLAIN
6A5IS OF BEARING IS NORTH AMERICAN �ATUM
OF 1983 (NAD-83) STATE PLANE COOROINATE
SYSTEM, TEXAS NORiH CENTl�AL.
/ /
� �
/
__ �/ //
� _'_ --'� /
J PRIVATB DRIVE �
� �� ` ~ RICHARD A. GRAY, JR
� � OOC. N0. 2008-128436
\ � � � • D.R.D.C.T.
�, \ �
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135 , 46 ' �,� �'
��� ������ ����
HORNBEAM ST
7, 9LOCK A LOT B, LOT 9, L0T 10,
JOHN M. ALEXANOEH BLOCK A BLOCK A OLOCK A
0. 2010-63641
.R.O.C.T. �
A PORTION OF THIS EASEMENT LIES WITHIN A FE�ERAL
EMERGENCY MANAGEMENT AGENCY DESIGNATEO FLOOD PLAIN
OR FLOOD PR�NE AREA AS DESIGNATED ON THE FLODD
INSURANCE RATE MAP FOR DENTON COUNTY COMMUNITY
PANEL 48121C0370 G,EFFECTIVE [IATE APRIL 18,2011.
PARCEL 39-5E-8
BEING A
n 25,433 SQ.FTe/0.58 ACRE
SLOPE EASEMENT
GRAPHIC 9CALE �•=�oa• SITUATED IN THE
0 5o sao 15o WILLIAM ROARK SURVEY, ABSTRACT N0. 1087,
�AMES EDMONSON SURVEY, ABSTRACT N0. 400,
� Graham Associates Inc. DENTON COUNTY, TEXAS
COMSULTING ENGINEERS A PLJ�NNERS
600 SiX fl-/l03 DRIVE, 6UIlE tl00
�auNOroN. �x�s �em� at eta-e6ae OATE: DECEMBER 2011
. ..1BFE.F1RIAt...F-1f01/IBPI.3 � 101638-00
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PAGE 2 OF 5
EXHIBIT A- to Ordinance (Property Interests)
R.IChARO._A-. ., GHAY„ ,-JR
OOC. N0. 2008-128436
D.p,O.C.T.
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�.�� ���/ R=752,50' ��
i T=520,45' �� 100 YR s
{S% � L=910,fiB' FLOODPLAIN� �
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,�� Lc=856.09' / /
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/ HICHARO A. GRAY, JR
� OOC. N0. 2008-128436
S/ O.R.O.C.T. ��°����� �Q� ���s���
, _ O �� ������
� � NOTE:
�'� APPROX. 0.26 AC LIES WITHIN FLOOOPLAIN
BASIS OF BEARING IS NORTH AMERICAN DATUM
OF 1983 (NAD-83) STATE PLANE COORDINATE
SYSTEM, TEXAS NORTH CENTRAL.
n
GRAPHIC SCALE i`�500'
0 50 �40 150
^ Graham Associates,lnc,
���j��+ CONSULTIHG ENGINEERS � PLANNERS
��+ MLIHcTPN�IExAS 7E0 11VEe5tll e40-B635
TBPE FlRMt F-1f01/TOPL3 /IRMi 1G16�6-00
A PORTION OF THIS EASEMENT LIES WITHIN A FEDERAL
EMERGENCY MANAGEMENT AGENCY OESIGNATEO FLOOD PLAIN
aR FLOOD PRaNE AREA AS �ESIGNATED ON THE FLOOD
INSURANCE RATE MAP FOR OENTON COUNTY COMMUNITY
PANEL 48121C0370 G,EFFECTIVE DATE APRIL 18,2011.
PARCEL 39-5E-8
BEING �.
25,433 SQ.FT./0.58 ACRE
SLOPE EASEMENT
SITUATED IN THE
WILLIAM ROARK SURVEY, ABSTRACT N0. 1087,
JAMES EDMONSON SURVEY, ABSTRACT N0. 400,
DENTON COUNTY, TEXAS
DATE: OE.CEMBER .2011
J/Dentan/P39-SE-8
PAGE 3 OF 5
EXHIBIT A- to Ordinance (Property Interests)
NARV7N HENOERSON ESTATE TRLI5T /
OOC. N0. 96-R0055600 �
O.R.O.C.T.
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�OC. N0. 2008-128436 �= Q7� 19 � 2��
o.�.o.c.T. R=847.50'
T=371. 35 ' �
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POINT OF
BEGINNING
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��� � �9'47'53"W
� 7.50'
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GRAPHIC SCALE 1'=500'
0 50 100 150
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■ CONSULTINO ENOINEERS � PLANNERS
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ARi.INOTON. 7E%AS 7ao71 (81» 04o-8535
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109.76'
A= 29'96'49"
R=870.00'
T=227.27'
L=444.60'
Cb=S45'22'10"W
Lc=439.78'
RICHARD A. GRAY. JR
DOC. N0. 2008-128436
D.R.D.C.T.
\
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BASIS OF BEARING IS NORTH AMERICAN DATUM
OF 1983 (NAD-83) STATE PLANE COOROINATE
SYSTEM, TEXAS NORTH CENTRAL.
NOTE:
APPROX. 0.26 AC LIES WITHIN FLaODPLAIN
A POR7ION OF THIS EASEMENT LIES WITHIN A FEDEFIAL
EMERGENCY MANAGEMENT AGENCY OE5IGNATED FLDOD PLAIN
OR FLOOD PRONE AREA AS DESIGNATED ON THE FLOOD
INSURANCE RATE MAP FOR DENTaN COUNTY COMMUNITY
PANEL 48121C0370 G,EFFEC7TVE OATE APRIL 18,2011.
PARCEL 39--5E-8
BEING A
25,433 SQ.FT./U.58 ACRE
SLOPE EASEMENT
SITUATED IN THE
WILLIAM ROARK SURVEY, ABSTRACT N0. 1087,
JAMES EDMONSON SURVEY, ABSTRACT N0. 400,
DENTON COUNTY, TEXAS
�•IA�TE:'° DECEMBE�R '�011
J/Denton/P39-SE-8
Page4of5
EXHIBIT A- to Ordinance (Property Interests)
PARCEL 39-5E-8
LEGAL DESCRIPTION
SLOPE EASEMENT
Being a 0.58 acre tract of land situated in the William Roark Survey, Abstract No..1d87,
and the James Edmonson Survey, Absiract No. 400, Denton County, Texas and being a
portion of that certain parcel conveyed to Richard A. Gray, Jr., as recorded in Instrument
No. 2008-128436, Deed Records, Denton County, Texas, and being more particularly
described as follows:
COMMENCING at a found 5/S inch iron rod with cap, said point being in the south line
of said Richard A. Gray Jr. tract and the northwest corner of Lot 7, Block A, Meadows at
Hickory Creek, Phase One as conveyed to Linda J. and John M. Alexander, Instrument
No. 201Q-63691, Deed Records, Denton County, Texas, and being in the existing east
right-of-way Iine of Bonnie Brae Street (having a variable width R.O.W.);
THENCE North 88°04'29" East, leaving said existing 0ast right-of-way line and along
said south line, a distance of 48,50 feet to a point, said point being in the proposed east
right-of-way line of Bonnie Brae Street (Iiaving a variable width R.O.W.);
THENCE North O1°19'09" West, leaving said south line and following along said
proposed east right-of-way line of Bonnie Brae Street, a distance of 135.46 feet to a
point, being the beginning of a non-tangent curve to the right having a radius of 752.50
feet, a central angle of 69°20'16", and a long chord which bears North 44°51'43" East,
856.09 feet;
THENCE continuing along said proposed east right-of-way line and along said non-
tangent curve to the right, an arc distance of 910,66 feet to a point for corner,
THENCE North 79°31'S1" East, continuing along said proposed east right-of-way line; a
distance of 228.46 feet to a point for corner, being the beginning of a tangent curve to the
left having a radius of 847.50 feet, a central angle of 19°16'08", and a long chord which
bears North 69°53'46" East, 283.68 feet;
THENCE continuing along said proposed east right-of-way line and along said tangent
curve to the left, an arc distance of 285.02 feet to a point for corner, being the POINT OF
BEGINNING, also being the beginning of a compound curve to the left having a radius
of 847.50 feet, a central angle of 47°19'24", and a long chord which bears North
36°36'00" East, 680.26 feet;
THENCE continuing along said proposed east right-of-way line, and along said
compound curve to the lef�; an arc distance of 699.99 feet to a point for corner;
EXHIBIT A- to Ordinance (Property Interests)
Page 5 of 5
THENCE North 12°56'18" East, continuing along said proposed east right-of-way line, a
distance of 54.38 feet to a point fox corner, said point being in the north line of said Gray
Jr. tract and being in the south line of a tract of land conveyed to Marvin Henderson
Estate Trust, as recorded in Instrument No. 96-R0055800, Deeds Records, Denton
Cpunty� ,T.ex�s,,b.�ing �a.�ommon.line;
THENCE South 73°54'10" East, leaving said proposed east �right-of-way line, and along
said comrnon line, a distance of 67.b0 feet to a point for corner;
THENCE South 13°50'37" West, leaving said common line, a distance of 106.00 feet to a
point for_corner;
THENCE South 33°00'17" West, a distance of 58.66 feet to a point for corner;
THENCE South 41 °32'49" West, a distance of 59.10 feet to a point for corner;
THENCE South 32°21'S6" West, a distance of 109.76 feet to a point for corner, for ihe
beginning of a non-tangen.t curve to the right having a radius of 870.00 feet and a central
angle of 29°16'49" and a long chord which bears South 45°22'10" West, 439.78 feet;
THENCE along said non-tangent curve to the right an arc distance of 444.60 feet to a
point for corner;
THENCE North 20°12'07" West, a distance of 6.14 feet to a point for corner;
THENCE South 69°47'S3" West, a distance of 7.50 feet to a point for corner
THENCE North 20°12'07" West, a distance of 15.41 feet to ihe POINT OF BEGINNING
and CONTAINING 25,433 square feet, 0,58 acres of land, more or less.
G J � ✓ �!"
PAGE i OF 2
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35D0 RIESLING OR ¢�
LOT 27, 6L�CK 2 �" ���
POING WANG6 � F
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4501 HEHlOT OR
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, STEVEN OAVIO 6
��' LAUFEN�RAINEY
4505 NEflLOT DR
LOi 26, BLOCK 2
BRUCE 6 HRYSTAL
S7EWART
k 4509 MERLOT DR
0 LO7 24, OLOCK 2
pi . LEE & LATASHA
CARTER
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v 4513 HERLOT OR
LOT 23, BL�CN 2
q I CHRISTOPHER SIHS
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4517 HERLOT UR
LOT 22, BLOCK 2
DOIIGLAS TEAGUE
4621 MERLOT DR
LOT 21, BLOCK 2
JAMES BALLARD
460f HERLOT DR
lOT 20, BLDCK 2
JEREHY 6 LAURA
WELLS
4605 NEpLOT OR
LOT 19, BLOCK 2
DALE OUANTAS
POINT OF
CO3��ENCIN
FND 5/8" I.F
w/ cnP
EXHIBIT A- to Ordinance (Property Interests)
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DOC. N0. 2008-128496 � �
���� D. R. D, C. T. �
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R=752 . 50 � \ � F�-OO�PLAIN /
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T=35.35' � � � �
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L�=70.62' "
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48.50'
!D HORNBEAH ST
IT 7, BLOCK A LUT B, L6T 9, LDT 70,
6 JOHN H. ALE%ANOEH BLOCN A BLOCK A 9LOCK A
ND. 20f0-63691
�D.R.D.C.T. •
BASIS OF BEARING IS NORTH AMERICAN OATUM
OF 1983 (NAO-83) STATE PLANE COORDINATE s� i
SYSTEM, TEXAS NORTH CENTRAL. PAR C E L e� 9— T CE'—'1
n
GAAPHIC SCALE i'-100'
0 5D f00 150
� Graham Associates,lnc.
CONSULTING �NGINEERS lt PLANNERS
aoo s�x tucs aavE. svi� aoo
u�uHmoN. �t�s �eott at e�o-e5as
.. '119f+E-F1RAI: "P-1io1/TBPIS : tot6�oo . ,
BEING A
2,662 SQ.FT./0.06 ACRE
TEMPORARY CONSTRUCTION EASEMENT
SITUATED IN THE
WILLIAM ROARK SURVEY,
ABSTRACT N0. 1087,
DENTON COUNTY, TEXAS
DATE: DECEMBER "2014
J/Denton/P39-TCE-]
PAGE 2 OF 2
EXHIBIT A- to Ordinance (Property Interests)
PARCEL 39-TCE-1
LEGAL DESCRIl'TION
TEMPO1tARY CONSTRUCTION EASEMENT
Being a 0:06 acre tract o�'larid situafed in the William Roark.Survey, Abstract No. 1087, Denton
County, Texas and being a portion of that certain parcel conveyed to Richard A. Gray, Jr., as
recorded in Instn�ment No. 2008-128436, Deed Records, Denion County, Texas, and being more
particularly described as follows:
COMMENCING at a found 5/8 inch iron rod with cap, said point being the in the south line of
said Richard A. Gray ,Jr.. tract ..and lZexng,,,the northwest �.corner. of Lot ,7, B1ock .A,. Meadows at
Hickory Cxeek, Phase One as conveyed by deed to Linda J. and John M. Alexander, as recorded
in Instrument No. 2010-63691, Deed Records, Denton County, Texas, also being in the existing
east right-of-way line of Bonnie Brae Street (a variable width R.O.W.);
THENCE North 88°04'29" East, leaving said existing east right-of-way line and following along
said south line of Gray tract, and the north line of said Alexandex tract, for a distance of 48.50 feet
to a point, being in the proposed east right-of-way line of said Bonnie Brae Street {a variable
width R.O,W.);
THENCE North O1°19'09" West, leaving said sonth line and following along said proposed east
right-of-way line of Bonnie Brae Street, a distance of 135.46 feet io a point, being the beginning
of a non-tangent curve to the right havzng a radius of 752.50 feet, a central angle of 5°22'44" and
a long chord which bears North 12°52'S7" East, 70.62 feet;
THENCE northeasterly, along said proposed east right-of-way line and said non-tangent curve to
the right, an arc distance of 70.65 feet to a point for comer, being the POINT OF BEGINNING,
and being the begiauung of a compound curve to the right having a radius of 752.50 feet, a central
angle of 4°12'26" and a long chord which bears North 17°40'32" East, 55.24 feet;
THENCE northeasterly, along said proposed east right-of-way line and said non-tangent curve to
the right, an arc distance of 55.26 feet to a point for corner;
THENCE South 86°46'46" East, leaving said proposed east right-of-way line, for a distance of
42,51 feet to a point for corner;
THENCE South 03°13'14" West, for a distanca of 53.49 feet to a point for corner;
THENCE North 86°46'46" West, for a distance of 56,30 feet to the POINT OF BEGINNING and
CONTAiNING 2,662 square feet or 0.06 acres of land, more or less.
03lS���Z
EXHIBIT "B"
- TO
ORDINANCE
PURCHASE AGREEMENT
NOTICE
YOU, AS OWNER OF THE PROPERTY (AS DEFINED BELOV�, HAVE THE RIGHT
TO: (1) DISCUSS ANY OFFER OR AGREEMENT REGARDING THE CITY OF
DENTON'S ACQUISITION OF THE PROPERTY WITH OTHERS; OR (2) KEEP THE
OFFER OR AGREEMENT CONFIDENTIAL, UNLESS THE OFFER OR AGREEMENT
IS SUBJECT TO CHAPTER 552, GOVERNMENT CODE.
THIS PURCHASE AGREEMENT (the "Agreement") is dated (���� �(� ,
2012, but effective as of the date provided below, between Richard A. Gray, Jr. (the "Owner")
and the City of Denton, Texas ("City").
WITNESSETH:
WHEREAS, Richard A. Gray, Jr. is the Owner of a tract of land (the "Land") in the
William Roark Survey, Abstract No. 1087, James L. Harris Survey, Abstract No. 555 and the
James Edmonson Survey, Abstract Number 400, being affected by the public improvement
project called the Bonnie Brae Widening and Improvements Project ("Project"); and
WHEREAS, City is in need of certain (i) fee simple lands, being a part of the Land; and (ii)
easements in, along, over, upon, under and across, a portion of the Land, each related to the
Project; and
WHEREAS, it is desirous of both parties to stipulate and agree to the terms and conditions
associated with the purchase of the necessary real property interests for the Project;
NOW, THEREFORE, for good and valuable consideration, the receipt and adequacy of
which is hereby acknowledged, the parties agree as follows:
1. A. At Closing, the Owner shall grant, execute, and deliver to the City (i) a Special
Warranty Deed (herein so called), conveying to the City, subject to the reservations described
below, the tract of land being depicted and described in Exhibit "A", to that certain Special
Warranty Deed (the "Fee Lands"), attached hereto as Attachment 1 and made a part hereof; (ii) a
Drainage Easement (herein so called), in, along, upon, under, over and across the tract of land
being depicted and described in E�iibit "A", to that certain Drainage Easement (the "Drainage
Easement Lands"), attached hereto as Attachment 2 and made a part hereof, for drainage
purposes, as more particularly described therein; (iii) a Slope Easement (herein so called), in,
along, upon, under, over and across the tract of land being depicted and described in Exhibit "A",
to that certain Slope Easement (the "Slope Easement Lands"), attached hereto as Attachment 3
and made a part hereof, for slope purposes, as more particularly described therein; and (iv) a
Temporary Construction, Grading and Access Easement (herein so called), in, along, upon,
under, over and across the tract of land being depicted and described in Exhibit "A", to that
certain Temporary Construction, Grading and Access Easement (the "Temporary Easement
Lands"), attached hereto as Attachment 4 and made a part hereof, for temporary construction,
grading and access purposes, as more particularly described therein (the Drainage Easement
Lands, the Slope Easement Lands, and the Temporary Easement Lands, are collectively referred
to herein as the "Easement Lands").
The (i) Special Warranty Deed shall be in the form and upon the terms as attached hereto and
incorporated herein as "Attachment 1"; (ii) the Drainage Easement shall be in the form and upon
�
the terms as attached hereto and incorporated herein as "Attachment 2"; (iii) the Slope Easement
shall be in the form and upon the terms as attached hereto and incorporated herein as
"Attachment 3"; and (iv) the Temporary Construction, Grading and Access Easement shall be in
the form and upon the terms as attached hereto and incorporated herein as "Attachment 4" (the
Drainage Easement, the Slope Easement, and the Temporary Construction, Grading and Access
Easement, are collectively referred to herein as the "Easements") (the Fee Lands and the
Easements are collectively referred to herein as the "Property").
B. Owner, subject to the limitation of such reservation made herein, shall reserve, for himself, his
heirs, devisees, successors and assigns all oil, gas and other minerals in, on and under and that may
be produced from the Fee Lands. Owner, his heirs, devisees, successors and assigns, shall not have
the right to use or access the surface of the Fee Lands, in any way, manner or form, in connection
with or related to the reserved oil, gas, and other minerals andlor related to exploration and/or
production of the oil, gas and other minerals reserved herein, including without limitation, use or
access of the surface of the Fee Lands for the location of any well or drill sites, well bores, whether
vertical or any deviation from vertical, water wells, pit areas, seismic activities, tanlcs or tank
batteries, pipelines, roads, electricity or other utility infrastructure, and/or for subjacent or lateral
support for any surface facilities or well bores, or any other infrastructure or improvement of any
kind or type in connection with or related to the reserved oil, gas and other minerals, and/or related
to the exploration or production of same.
As used herein, the term "minerals" shall include oil, gas and a11 associated hydrocarbons, and shall
exclude (i) all substances that any reasonable extraction, mining or other exploration and/or
production method, operation, process or procedure would consume, deplete or destroy the surface
3
of the Fee Lands; and (ii) all substances which are at or near the surface of the Fee Lands. The intent
of the parties hereto is that the meaning of the term "minerals" as utilized herein, shall be in
accordance with that set forth in Reed v. Wylie, 597 S.W.2d 743 (Tex. 1980).
As used herein, the term "surface of the Fee Lands" shall include the area from the surface of the
earth to a depth of five hundred feet (500') below the surface of the earth and all areas above the
surface of the earth.
2. As consideration for the granting and conveying oF the Fee Lands and the Easements to the
City, the City shall pay to Owner at Closing the sum of Three Hundred Twenty Two Thousand
Nine Hundred and Nineteen and No/100 Dollars ($322,919.00). The monetary compensation
prescribed in this Section 2 is herein referred to as the "Total Monetary Compensation".
3. In addition to the Total Monetary Compensation, and being a component part of the Project,
the City shall reconstruct, at its sole cost and expense, those areas of concrete driveway flatwork
within the Temporary Easement Lands, as depicted in Attachment 4, attached hereto and made a
part hereof for all purposes. The concrete driveway flatwork shall be reconstructed in a
workmanlike manner, using materials comparable to that of the existing concrete driveway
flatwork. Any private service lines or irrigation lines situated within the Temporary Easement
Lands and affected by the Project, shall either be repaired or rearranged, at the sole cost and
expense of the City, as field conditions warrant. The work prescribed in this Section 3 is herein
referred to as the "Driveway Worlc".
4
4. The Owner shall convey and grant to the City the Fee Lands and the Easements free and
clear of all debts, liens and other encumbrances (the "Encumbrances"). The Owner shall assist
and support satisfaction of all closing requirements of the City in relation to solicitation of
releases or subordinations of the Encumbrances and other curative efforts affecting the Fee
Lands and Easements, if necessary in the discretion of the City. In the event that all
Encumbrances are not cured to the satisfaction of City prior to Closing, such shall not be a
default hereunder, although Owner may otherwise be in default under Section 11, below.
However, if the Encumbrances are not cured as provided herein, City has the option of (i)
waiving the defects related to the remaining Encumbrances by notice in writing to Owner on or
prior to the Closing Date, upon which the remaining Encumbrances shall become Permitted
Exceptions (herein so called), and proceed to close the transaction contemplated by this
Agreement; or (ii) terminating this Agreement by notice in writing to Owner, in which latter
event Owner and City shall have no further obligations under this Agreement.
5. Owner stipulates that the Total Monetary Compensation payment and the Driveway Work
constitute and include all compensation due Owner by City related to the Project, including
without limitation, any damage to or diminution in the value of the remainder of Owner's
property caused by, incident to, or related to the Project, damage to and/or costs of repair,
replacement and/or relocation of any improvements, turf, landscape, vegetation, or any other
structure or facility of any kind located within the Easement Lands related to activities conducted
pursuant to the Easements, interference with Owner's activities on the Easement Lands caused
by or related to activities within the scope of the rights granted by the Easements, whether
accruing now or hereafter, and Owner hereby releases for himself, his heirs, devisees, successors
5
and assigns, City, it's officers, employees, elected ofiicials, agents and contractors from and
against any and all claims he may have now or in the future, related to the herein described
matters, events and/or damages.
6. The Closing (herein so called) shall occur in and through the office of Universal Title
Agency, LLC, d/b/a Universal Land Title of Texas, 2650 Bardin Road, Suite 101, Grand Prairie,
Texas 75052 ("Title Company"), with said Title Company acting as escrow agent, on the date
which is 60 days after the Effective Date, unless the Owner and the City mutually agree, in
writing, to an earlier or later date ("Closing Date"). In the event the Closing Date, as described
above, occurs on a Saturday, Sunday or Denton County holiday, the Closing Date shall be the
next resulting business day.
7. The stipulated Total Monetary Compensation amount shall be paid by the City at Closing to
the Owner through the Title Company. Ad valorem taxes relating to the Fee Lands for the
calendar year in which Closing shall occur shall be prorated between Owner and City as of the
Closing Date. If the actual amount of taxes for the calendar year in which Closing shall occur is
not known as of the Closing Date, the proration shall be based on the amount of taxes due and
payable with respect to the Fee Lands for the preceding calendar year, and shall be readjusted in
cash as soon as the amount of taxes levied against the Fee Lands for the calendar year in which
Closing shall occur is known. The result of such proration is that the Owner shall pay for those
taxes attributable to the period of time prior to the Closing Date (including, but not limited to,
subsequent assessments for prior years due to change of land usage or ownership occurring prior
to Closing) and City shall pay for those taxes attributable to the period commencing as of the
�
Closing Date. All other typical, customary and standard closing costs associated with this
transaction shall be paid specifically by the City, except for Owner's attorney's fees, if any,
which shall be paid by Owner.
8. The date on which this Agreement is executed by the Owner shall be the "Effective Date" of
this Agreement.
9.A. In the event Owner shall default in the performance of any covenant or term provided
herein, and such default shall be continuing after ten (10) days written notice of default and
opportunity to cure, City may exercise any right or remedy available to it by law, contract, equity
or otherwise, including without limitation, the remedy of specific performance.
B. In the event City shall default in the performance of any covenant or term provided herein,
and such default shall be continuing after ten (10) days written notice of default and opportunity
to cure, Owner may, as its sole and exclusive remedy, either (i) terminate this Agreement prior to
Closing by written notice of such election to City; or (ii) enforce specific performance of this
Agreement.
10. THE LAWS OF THE STATE OF TEXAS SHALL CONTROL AND APPLY TO THIS
AGREEMENT FOR ALL PURPOSES. THIS AGREEMENT IS PERFORMABLE IN
DENTON COUNTY, TEXAS. VENUE FOR ANY ACTION ARISING HEREUNDER
SHALL LIE SOLELY IN THE COURTS OF COMPETENT JURISDICTION OF DENTON
COLJNTY, TEXAS.
7
11. From and after the Effective Date of this Agreement, through and including the Closing Date,
Owner shall not (i) convey or lease any interest in the Fee Lands or Easement Lands; (ii) enter
into any Agreement that will be binding upon the Fee Lands or Easement Lands, less and except
the Temporary Easement Lands, or upon the Owner with respect to the Fee Lands or Easement
Lands, less and except the Temporary Easement Lands, after the date of Closing; or (iii) enter
into any agreement that will be binding on the Temporary Easement Lands, or upon Owner with
respect to the Temporary Easement Lands, prior to the termination of the Temporary
Construction, Grading and Access Easement.
12. Any notices prescribed or allowed hereunder to Owner or City shall be in writing and shall
be delivered by telephonic facsimile, hand delivery or by United States Mail, as described herein,
and shall be deemed delivered and received upon the earlier to occur of (a) the date provided if
hand delivered or delivered by telephonic facsimile; and (b) on the date of deposit of, in a
regularly maintained receptacle for the United States Mail, registered or certified, return receipt
requested, postage prepaid, addressed as follows:
O WNER:
CITY:
Richard A. Gray, Jr. City of Denton
Paul Williamson
Real Estate and Capital Support
Telecopy: 901-A Texas Street
Denton, Texas 76209
Telecopy: (940) 349-8951
:3
Copies to:
For Owner:
Telecopy:
For Ci :
Richard Casner, Deputy City Attorney
City Attorney's Office
215 E. McKinney
Denton, Texas 76201
Telecopy: (940) 382-7923
13. This Agreement constitutes the sole and only agreement of the parties and supersedes any
prior understandings or written or aral agreements between the parties with respect to the subject
matter of this Agreement. Time is of the essence with respect to this Agreement.
14. Owner represents and warrants to City that (A) Owner is not married; or (B) conversely, if
Owner is married, (i) the Property comprises no part of the homestead of Owner and wife; and
(ii) the Property is the separate property of Owner or, if community property, that Owner has the
legal authority to perform all actions and obligations prescribed by this Agreement without
joinder of spouse.
15. The representations, warranties, agreements and covenants contained herein shall survive the
Closing and shall not merge with the Special Warranty Deed and/or Easements.
16. In the event prior to the Closing Date, condemnation or eminent domain proceedings are
threatened or initiated by any entity or party other than the City that might result in the talcing of
any portion of the Property, City may, at its election, terminate this Agreement at any time prior
to Closing.
�
17. Authority to take any actions that are to be, or may be, taken by City under this Agreement,
including without limitation, adjusting the Closing Date of this Agreement andlor termination
date of the Temporary Construction, Grading and Access Easement, are hereby delegated by
City, pursuant to action by the City Council of Denton, Texas, to Frank Payne, City Engineer of
City, or his designee.
CITY OF DENTON, TEXAS
i
By:
GEORGE C. CAMPB L,
City�C�/ AG� j„ n f h G�
� (� V 1({, �
Date: �G� ��6' P f� � , 2012
ATTEST:
JENNIFER WALTERS, CITY SECRETARY
BY: ,-- �
Date: � , 2012
APPROVED AS TO LEGAL FORM:
ANITA BURGESS, CITY ATTORNEY
BY: �
Date: Q� f° �' �� , 2012
10
Owner:
Richard A. Gray, Jr.
:
Date: , 2012
11
RECEIPT OF AGREEMENT BY TITLE COMPANY
By its execution below, Title Company acknowledges receipt of one (1) executed copy of
this Agreement. Title Company agrees to comply with, and be bound by, the terms and
provisions of this Agreement to perform its duties pursuant to the provisions of this Agreement
and comply with Section 6045(e) of the Internal Revenue Code of 1986, as amended from time
to time, and as further set forth in any regulations or forms promulgated thereunder.
TITLE COMPANY:
Universal Title Agency, LLC
d/b/a/ Universal Land Title of Texas
Attn: Elizabeth Bobo
2650 Bardin Road, Suite 101
Grand Prairie, Texas 75052
Telephone: (972) 206-7570
Telecopy: (972) 206-2870
:
Printed Name:
Title:
Contract receipt date: , 2012
12
s:\legallour documentslcontracts112\gray special warranty deed.doc
ATTACHMENT 1
TO
PURCHASE AGREEMENT
NOTICE OF CONFIDENTIALITY RIGHTS: IF YOU ARE A NATURAL
PERSON, YOU MAY REMOVE OR STRIKE ANY OR ALL OF THE
FOLLOWING INFORMATION FROM ANY INSTRUMENT THAT
TRANSFERS AN INTEREST IN REAL PROPERTY BEFORE IT IS FILED FOR
RECORD IN THE PUBLIC RECORDS: YOUR SOCIAL SECURITY NUMBER
OR YOUR DRIVER'S LICENSE NUMBER.
SPECIAL WARRANTY DEED
STATE OF TEXAS
COUNTY OF DENTON
.
KNOW ALL MEN BY THESE PRESENTS:
That RICHARD A. GRAY, JR. (herein called "Grantor"), for and in
consideration of the sum of TEN AND NO/100 DOLLARS ($10.00), and other good and
valuable consideration to Grantor in hand paid by the CITY OF DENTON, TEXAS, a
Texas Home Rule Municipal Corporation (herein called "Grantee"), 215 E. McKinney,
Denton, Texas 76241, the receipt and sufficiency of which are hereby acknowledged and
confessed, has GRANTED, SOLD and CONVEYED, and by these presents does
GRANT, SELL and CONVEY, unto Grantee all the real property in Denton County,
Texas being particularly depicted and described on E�iibit "A", attached hereto and
made a part hereof for all purposes, and being located in Denton County, Texas, together
with any and all rights or interests of Grantor in and to adjacent streets, alleys and rights
of way and together with all and singular the improvements and fixtures thereon and all
other rights and appurtenances thereto (collectively, the "Property").
Grantor, subject to the limitation of such reservation made herein, reserves, for himself,
his heirs, devisees, successors and assigns all oil, gas and other minerals in, on and under
and that may be produced from the Property. Grantor, his heirs, devisees, successors and
assigns shall not have the right to use or access the surface of the Property, in any way,
manner or form, in connection with or related to the reserved oil, gas, and other minerals
and/or related to exploration and/or production of the oil, gas and other minerals reserved
herein, including without limitation, use or access of the surface of the Property for the
location of any well or drill sites, well bores, whether vertical or any deviation from
vertical, water wells, pit areas, seismic activities, tanks or tank batteries, pipelines, roads,
electricity or other utility infrastructure, and/or for subjacent or lateral support for any
surface facilities or well bores, or any other infrastructure or improvement of any kind or
type in connection with or related to the reserved oil, gas and other minerals, and/or
related to the exploration or production of same.
As used herein, the term "minerals" shall include oil, gas and a11 associated hydrocarbons
and shall exclude (i) all substances that any reasonable extraction, mining or other
exploration and/or production method, operation, process or procedure would consume,
deplete or destroy the surface of the Property; and (ii) all substances which are at or near
the surface of the Property. The intent of the parties hereto is that the meaning of the
term "minerals" as utilized herein, shall be in accordance with that set forth in Reed v.
Wylie, 597 S.W.2d 743 (Tex. 1980).
As used herein, the term "surface of the Property" shall include the area from the surface
of the earth to a depth of five hundred feet (500') below the surface of the earth and all
areas above the surface of the earth.
Exceptions to Conveyance and Warranty:
[Insert Permitted Exceptions]
TO HAVE AND TO HOLD the Property, together with all and singular the rights
and appurtenances thereto in anywise belonging unto Grantee and Grantee's successors
and assigns forever; and Grantor does hereby bind Grantor and Grantor's successors and
assigns to WARRANT AND FOREVER DEFEND all and singular the Property unto
Grantee and Grantee's successors and assigns, against every person whomsoever lawfully
claiming or to claim the same or any part thereof, by, through or under Grantor, but not
otherwise.
Page 2 of 3
EXECUTED the day of , 2012.
RICHARD A. GRAY, JR.
THE STATE OF §
COUNTY OF §
This instrument was acknowledged before me on , 2012
by Richard A. Gray, Jr.
Notary Public, State of Texas
My commission expires:
Page 3 of 3
PAGE f 0� 5
i
�NeB'43' 15"E
/ 35.06'
3500 RIE5LING DA �
LOT 27, BLOCK 2 �
POIN6 WANG6 ��
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�� �501 HERLOT pR
�or zs, e�ock a
5TEVEN DAVIO &
LAUREN RATNEY
..
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..
A505 MERLOT OR
LOT 26, BLOCK 2
BRUCE 6 KRYSTAL
STEWART
4509 MERLOT OR
LOT 24, BLOCK 2
LEE 6 LATASHA
CARTER
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i
EXHIBIT A- to Special Warranty Deec�
�SETi/2" I.R.
W/GAI CAP
�501'16' 45"E
40.00'
�5 W/G I, CAP
—�= 49'55'52"
R°170.00'
T=79.15'
148.15'
b=526'14'41"E
Lis� 143. 50'
.
SE'(� /2" I.R.
\ W/iSAT CAp ��
1 4513 MERLOT �R W ��I�( \
LOi 23, 6LOCK 2 `;\
CNRISiOPHER SIMS � �
I 4f,��
�f� �
45i7 MERLOT OR �
l0T 22, BLOCH 2
OOUGLA5 T�AGIIE � ` 1
�
4621 HERLOT DR I ;� \
��AME5�BALLARU2 \
I ��\
I �\
4601 MERLDT DR i \ \
LOT 20. BLOCK 2 y\
JEpEMY 6 LAl1RA \
WELLS I
.588 �Q � u I \ \ \
34. 07' � � �{
4605 MERLO7 bA ' \�\
LDT ]9, BLOCK 2 I � \
UALE OUANTAS I �
� . i
POINT OF � I
HEGINNIN I �
FND 5/8" I.R ,
W/ CAP � I
NO7E;
APPROX. 3.46 AC LIES WITHIN FLOODPLAIN.
BASIS OF BEARING IS NORTH AMERTCAN �ATUM
QF 1983 (NAI]-83) STATE PLANE COOR�INATE
SYSTEM, TEXAS NORTH CENTRAL.
�n� oF
GRAPHIC SCA4E 1.'�f00• EXISTING
0 50 100 150 ��
Graham Associates (nc. JAMES
� CONSULTIN(i ENGINEERS �c PLI�NNERS JAMES
� �X �� ��(. ��,�,� �
7BPE FlRMi F f i17/IBPLS F7�"^ MO—B677
t 101638-00
\� _ 'c�
I
�= 43'32' 48"
R=847.50'
T=33B.52'
� ��\�� Cb6Nfi7145' 27"E
Lc=628.74'
5 �
'� �
�
100 YR �
\\ \ FLOODPLAIN � � ��
; �
� —��
\�� \ � OOC H NRO 2D08RA1 H436 �/ ///
\ D.R.D.C,T. / /
�o . � r i
\ `�_�'� ��.
\\ A= 69 20' 16" 1! �f �—
R=752 . 50 ' 1 � � � � � �
\ / T�520.45' �
\L=910.66' � � �
\Cb=544'51'43"W i if
\ Lc=856.09' i�i
/�
;
�____ `� __________--- �
\ � PRIVATI3 DRIVE � ` � � � /
\ � ^ l~\~��� ��(�d�� �����°
\
� � � @,�� �����
� �
� �. � .
\ �
�SETi/2" I.R. � �,`� � �
W/GAI CAP �, '�
� •,
� ��
W � ��
z �
O � \
. �
��
rl�
ai
0
�
see •oa � 2s°w
� 48.50' NOTE: SET 1/2" I,F. W/ GAI CAP TO
�SET1/2" I.R. gE SET AT END OF CONSTRUCTION,
J W/GAI CAP ,
HORNBEAH 5T
7, BLOCK A l0T B, LOT 9, LOT 10,
JOHN M. ALEXANDER bLOCK A BLOCK A BLOCK A
io. zoio-eassi
.R.O.C.T.
A PORTION OF THI5 DESCRIPTION LIES WITHIN A FEDERAL
EMERGENCY MANAGEMENT AGENCY DESIGNATED FLOOD PLATN
OR FLOOD PRONE AREA AS DESIGNATED ON THE FLOOD
IN5URANCE RA7E MAP FOR DENTON COUNTY COMMUtJITY
PANEL 48�21C0370 G,EFFECTIVE DATE APRIL 18,2011.
PARCEL 39—ROW-1
BEING A
243,431 SQ.FT./5.59 ACRE
WHICH 24�231 SQ. FT. LIES �VITHIN
RIGHT—OF—WAY OF BONNIE BRAE STREET
SITUATED IN THE
ROARK SURVEY, ABSTRACT N0. 1087,
L. HARRIS SURVEY, AHSTRACT N0. 555
EDMON50N SURVEY, ABSTRACT N0.400
DENTON COUNTY, TEXAS DATE: SEPTEMBER 2012
J/Denton/P39-Row-]
PAGE 2 OF 5
EXHIBIT A- to Special Warranty Deed
HTCHAR� A. GRAY, JR
�OC. N0, 2008-128436
D.R.O,C,T.
A� 43'32'48"
R=B47.50'
T=338.52'
L=644.13'
Cb°N57 '45' 27"E
Lc=628.74'
I.R.
CAP
.,.�4'51
„
\
\\ Bp�NiE
\ S�D
pgOP� �
� „W
1\\ �\ ��a'3�'S1
�= 66'35'33"
R=752.5a'
T=494.23'
L=B74.60'
Cb=N46'14'04"E
Lc=826.20'
W/GAI CAP
. M
E-�
\\\\ I�
" I.R.
: CAP
\ � � �S w%sal, CAP � L�� 66 '35 � 33 " �
R=847.50
T=556.62'
L=985.02'
Cb=S46 ' 14' 04"W
Lc=930.50' /
i �
A° BJ �2O � 16�� 100 YR �f~
R=752. 50 � FLOO�PLAIN �
��,� T=520 . 45 ' � i'
L=910.66'
�� Cb=S44'51'43"W / �
�� Lc=856,09' �
f / RICHAHD A. GRAY, JR
� DOC. N0. 2008-128496
. / D.R.D.C.T.
�
NO7E: SET i/2" I.R. W/ GAI CAP10 / No7E:
8E SET AT END OF CONSTRUCTTi3N. � APPROX. 3.46 AC LIES WITHTN �LOODPLAIN.
� A POR7ION OF THIS DESCRIPTIDN LI�S WT7HIN A FEDERAL
EMERGENCY MANAGEMENT AGENCY DESIGNATED FLDO� PLAIN
BASIS OF BEARING IS NORTH AMERICAN �ATUM OR FLOOD PRONE AREA AS DESIGNATED ON THE FLOOD
OF 1983 (NAD-83) STATE PLANE COORDINAT� INSURANCE RATE MAP FOR DENTON COUNTY COMMUNITY
SYSTEM, TEXAS NORTH CENTRAL, PANEL 4B921C0370 G,��F�CTIVE �ATE APRIL 18,20i1,
n�
GRAPHIC SCALE i'-100'
0 50 100 150
.^ Graham Associates�lnc.
CONSULTiN(i ENGINEERS Ac PLANNERS
�(y� eoo sx Fuos o�avE. sune aoo
�nuNmar, �ces �eot� (e�� e�o-esss
7BPE fW�lt F 11o1/iBPLB FIRYt f0163�-OD
OF
EXISTING
�PII�LIAM
JAMES
JA�IES
PARCEL 39—ROW-1
BEING A
243,431 SQ.FT./5.59 ACRE
W
W
�
WHICH 24,231 SQ. FT. LIES WITHIN
RIGHT--OF—WAY OF BONNIE BRAE STREET
SITUATED IN THE
ROARK SURVEY, � AHSTRACT NU. 1087,
L. HARRIS SURVEY, ABSTRACT N0. 555
EDMONSON SURVEY, ABSTRACT N�.400
DENTON COUNTY, TEXAS
DATE: SEPTEMBER 2012
J/Denton/P39-Row-1
PAGE 3 OF 5
�
�
E�i
t�
H
�
EXHIBIT A- to Special Warranty Deed
NAAVIN HENOERSON ESTATE TRUST
DOC. ND. 96-q0055B00
D.R.U.C.T:
� --- — 1 (
L�_�
�� ����
. �� �� �� �`�' c�
SUPVEY LINE
� ��� �� ���
�9���.��
Q= 66'35'33"
R=752.50'
T=494.23'
L=674.60'
Cp=N46'14' 04"E
Lc=826.20'
5E71/2" I.R.
� W/GAI CAP
1
N12'56' 18"E
59.62'
� � ��� �
� \ �Qpti� /
\ � Qv/
tioo j
�v
/
: /
�
BASIS OF BEARING IS NORTH AMERICAN pATUM
DF 1983 (NAO-83) STATE PLANE COORDINATE
SYSTEM, TEXAS NORTH CENTRAL.
n
GRAPHIC SCALE S`rf00'
0 50 �oo �so
^ Graham Associates,lnc.
��`� C(iNSULTIN(i ENGINEERS d� PLANNERS
eoo s�x rinos ureve. an� aao
`�� �wuNOTOn. �ttis �emt (a� ao-es�
T9PE F]R►1: F-1181/7BP1S il� 101638-00
OF
EXISTING
WII�L�IAM
JAMES
JAMES
SE71/2" I.R.�y
W/GAI CAP �
�= 66'35'33"
R=847.50'
T°556.62'
L=985.01'
Cb=S46 ' 14 ' 04 " W
L�=930.50'
�'54'10"E
95.14'
I/2" I.R.
GAI CAP
512 '56' 1B"W
5q.38'
'2" I,R.
AI CAP
\
\
�
�
� �0000 .
\ oA4�9
�y
\ �
\
\
\
RICHARD A, GHAY, .JR \
❑OC. N0, 2006--]28436 \
O.R.O.C.T.
\
\
�
NOTE: SET 9/2" I.R. W/ GAI CAP TO
6E 5ET AT ENO OF CONSTRUC7TON,
NO7E:
APPROX. 3,46 AC LIES WITHIN FLOODPLAIN.
A PORTION OF THIS DESCRIPTI�N LIES WITHIN A FEDERAL
EMERGENCY MANAGEMENT AGENCY DESIGNATED FL000 PLAIN
OR FLDOD PRONE AR�A AS DESTGNA7ED ON 7HE FLOOD
INSURANCE RATE MAP FOR DENTON COUNTY COMMUNITY
PANEL 4612fC0370 G,EFFECTIVE DATE APRIL. 18,2011,
PARCEL 39—ROW-1
BEING A
243,431 SQ.FT./5.59 ACftE
�VHICH 24,231 SQ. FT. LIES �PITHIN
RIGHT—OF—WAY UF BONNIE BRAE STREET
. SITUATED IN THE
ROARK SURVEY, ABSTRACT N0. 1087,
L. HARRIS SURVEY, ABSTRACT N0. 555 �
EDMONSON SURVEY, ABSTRACT N0.400
DENTON COUNTY,TEXAS
DATE: SEPTEMBER 2012
J/Denton/P39-Aow-1
Page 4 of 5
EXHIBIT A- to Special Warranty Deed
PARCEL 39-ROW-1
LEGAL DESCRIPTION
Being a 5,59 acre Yract of land situated in the William Roark Survey, Abstract No. 1087, James L.
Harris Survey, Abstract No. 55� and the James Edmonson Survey, Abstract No. 400, Denton
County, Texas and being a portion of that certain parcel conveyed to Richard A. Gray, Jr., as
recorded in Iustrument No. 2008-128436, Deed Records, Denton County, Texas, and being more
particularly described as follovvs:
BEGINNII�iG at a found S/8 inch iron rod, said point being the in the south line of saaid Richard
A. Gray Jr. tract and the northwest corner of Lot 7, Block A, Meadows at Hickory Creek, Phase
One as conveyed to Linda J. and John M. Alexander, Instrumeut No. 2010-63691, Deed Records,
Denton County, Texas, and being in the existing east riglit-of-way line of Bonnie Brae Street
(having a variable width R.O.W.);
THENCE South 88°04'29" West, leaving said existing east right-of way line and along said south
line, a distance of 34.07 feet to a point for corner, said poiuxt being �izx the approximate centerline
of e�cisting said Bonuie Brae Street;
TI�NCE Nortlx OQ°37'00" West, leaving said south line and along said e�usting centerline, a
distance of 663,26 feet to a point for corner, said point being the proposed north right-of-way line
of Bonnie Brae Street (hav�in�g a variable width R.O.W.);
THENCE North 88°43'15" East, leaving said centerline and along said proposed north right-of
way line, a distance of 35.Ob �eet to a set 1/2 inch iron rod with GAI cap for coi�ner;
T`HENCE South O1°16'45" East, along said proposed north right-of-way lina, a distaz�ce of 40.00
feet to a set 1/2 inch iron rod with GAI cap for corner, for the begiuning of a tangent curve to the
left having a radius of 170.U0 £eet, a central angle of 49°55'S2", and a long chord wluch bears
South 26°14'41" East,143.50 %et;
THENCE continuing along said proposed north right-of way line and along said tangent curve to
the left, an arc distance of 148.15 feet to a set 1/2 inch iron rod with GAI cap for corner;
THENCE North 79°37'25" East, continuing along said proposed north right-oiway line, a
distance of 42.68 feet to a set 1/2 inch iron rod with GAI cap for corner, for the beginning of a
non-tangent cuive to the right having a radius of 847.50 feet and a central angle of 43°32'48" and
a long chord which bears North S7°45'27" East, 62$.74 feet;
TI�NCE continuing along said proposed north right-of-way line and along said non-tangent
cnrve to the right an arc distance of 644.13 feet to a set 1/2 inch iron rod with GAI cap for corner;
THENCE North 79°31'S1" East, coniinuing along said proposed north right-of-way line, a
distance of 228.46 feet to a set 1./2 inch iron rod with GAI cap for corner, for the beginning of a
tangent curve to the left having a radius of 752.50 feet, a central angle of 66°35'33", and a long
chord which bears North 46°14'04" East, 82b.20 feet;
EXAIBIT A- to Special Warranty Deed
Page 5 of 5
THENCE continuing along said proposed north right-of t�vay line and along said tangent cuive io
the left, an arc distance of 874.60 feet to a set 1/2 inch iron rod with GAI cap for corner;
THENCE North 12°56'18" East, continuing along said proposed north right-of-way line, a
distance of 59.62 feet to a set 1/2 inch iron rod with GAI cap for comer, said point being in the
north line of said Richard A. Gray Jr. tract and being in the south line of a tract conveyed to
Marvin Henderson Estate Trust, as recorded in Instrument No. 9b-R0055800, Deed Records,
Denton County, Texas, being a covumon liue;
THENCE South 73°54'10" Easf, lea�ing said proposed north right-o£way line, and along said
common line, a d'zstance of 95.14 feet to a set 1/2 inch iron rod with GAI cap for corner, said
point being in the proposed south right-of way line of said Bonnie Brae Street;
THENCE South 12°56'18° West, leaving said common li.ne and along said proposed south right-
of-way line, a distance of 54.38 feet to a set 1/2 inch iron.rod with GAI cap for corner, for the
beginning of a tangent curve to the right having a radius of 847.50 feet, a central angle of .
66°35'33", and a long chord which bears South 46°14'04" West, 930.50 feet;
THENCE continuing along said proposed south right-of-way line� and along said tangent curve to
the right, an arc distance of 985.01 feet to a set 1/2 inch iron rod v�+ith GAi cap for corner;
TI�NCE South 79°31'51" West, corztinuing along said proposed south right-of-way li,�e, a
distance of 228.46 feet to a set 1/2 inch iron rod with GAI cap for corner, for the beginning of a
tangent curve to the left ha�ing a radius of 752.50� feet, a central angle of 69°20'16", and a long
chord which bears South 44°51'43" West, 856.09 feet;
THENCE continuing along said proposed south right-of-way line and along said curve to the left,
an arc distauce of 910.66 feet to a set 1/2 inch iron rod with GAI cap fo;r corner;
THENCE South OI°19'09" East, continuing along said proposed south right-of-way line, a
distance of 135.46 feet to a set 1/2 inch iron rod with GAI cap for corner, said point being in the
south line of said Richard A. Gray Jr. tract, and the north line of said Linda J. and John M,
Ale�nder tract, being a common line;
THENCE South 88°04'29" West, leavzng said proposed south right-of-way liu�e and along said
common line, a distance of 48.50 feet to the POINT OF BEGIl�TNING and CONT�INING
243,431 square feet, 5.59 acxes of land, mare or Iess, of which 24,231 square feet of land is being
used as roadway use and d;rainage at this time.
s:llegal\our documentslcontracts1121gray drainage easement.doc
ATTACHMENT 2
TO
PURCHASE AGREEMENT
NOTICE OF CONFIDENTIALITY RIGHTS: IF YOU ARE A NATURAL PERSON,
YOU MAY REMOVE OR STRIKE ANY OR ALL OF TFIE FOLLOWING
INFORMATION FROM ANY INSTRUMENT THAT TRANSFERS AN INTEREST IN
REAL PROPERTY BEFORE IT IS FILED FOR RECORD IN THE PUBLIC RECORDS:
YOUR SOCIAL SECURITY NUMBER OR YOUR DRIVER'S LICENSE NUMBER.
DRAINAGE EASEMENT
THE STATE OF TEXAS,
.
COUNTY OF DENTON
KNOW ALL MEN BY THESE PRESENTS:
THAT Richard A. Gray, Jr. ("Grantor"), in consideration of the sum of Ten and No/100 Dollars
($10.00) and other good and valuable consideration in hand paid by the City of Denton, Texas,
receipt and sufficiency of which is hereby acknowledged, has GRANTED, BARGAINED,
SOLD and CONVEYED and does by these presents GRANT, BARGAIN, SELL and CONVEY
unto the City of Denton, Texas ("Grantee") a perpetual drainage easement in, along, upon, under,
over and across the following described property (the "Property"), owned by Grantor, and
situated in Denton County, Texas, located in the William Roark Survey, Abstract No. 1087 and
the James Edmonson Survey, Abstract No. 400, to wit:
PROPERTY DEPICTED AND DESCRIBED IN EXHIBIT "A",
ATTACHED HERETO AND MADE A PART HEREOF
For the following purposes:
Constructing, reconstructing, installing, repairing, relocating, operating, and perpetually
maintaining drainage, and related facilities and appurtenances, in, along, upon, under, over and
across said Property, including without limitation, the free and interrupted use, liberty, passage,
ingress, egress and regress, at all times in, along, upon, under, over and across the Property to
Grantee herein, its agents, employees, contractors, workmen and representatives, for the
purposes set forth herein, including without limitation, the making additions to, improvements on
and repairs to said drainage facilities, drainage features or grade, or any part thereof.
This Easement is subject to the following covenants and agreements:
1. Structures. No buildings, fences, structures, signs, facilities, improvements or
obstructions of any kind, or portions thereof, sha11 be constructed, erected, reconstructed or
placed in, along, upon, under, over or across the Property. Further, Grantor stipulates and
acknowledges that the Grantee, in consideration of the benefits above set out, may alter the grade
of the Property and may remove from the Property, such buildings, fences, structures, signs,
facilities, improvements and other obstructions as may now or hereafter be found upon said
Property and dispose of any such buildings, fences, structures, signs, facilities, improvements or
obstructions in any manner it deems appropriate without liability to Grantee.
2. Maintenance of Lateral Slope. No activity, of any lcind, shall be conducted on the
Property by Grantor that may impair, damage or destroy the lateral slope established for
drainage, including without limitation, excavation or movement of soil or other material.
3. Access. For the purpose of exercising and enjoying the rights granted herein, the
Grantee shall have access to the Property by way of existing public property or right-of-way.
4. Trees and Landscaping. No shrub or tree shall be planted upon the Property or
that may encroach upon the Property. Grantee may cut, trim, or remove any shrubs or trees, or
portions of shrubs or trees now or hereafter located within or that may encroach or overhang
upon the Property without liability to Grantee, including without limitation, the obligation to
make further payment to Grantor.
5. Grantor's Rights. Grantor shall have the right, subject to the covenants and
restrictions contained herein, to make use of the Property for any purpose that does not interfere
with the City's rights granted to it herein for the purposes granted.
6. Successors and Assigns. This grant and the provisions contained herein shall
constitute covenants running with the land and shall be binding upon the Grantor and Grantee,
and their heirs, devisees, successors and assigns.
TO HAVE AND TO HOLD unto the said City of Denton, Texas as aforesaid for the purposes
aforesaid the premise above described.
Witness my hand, this the _ day of , 2012.
2
Grantor:
By; Date: , 2012.
Richard A. Gray, Jr.
ACKNOWLEDGMENT
THE STATE OF TEXAS §
COUNTY OF DENTON §
This instrument was acknowledged before me on
by Richard A. Gray, Jr.
Notary Public, in and for the State of Texas
My Commission Expires:
2012,
Accepted this day of , 2012, for the City of Denton,
Texas (Ordinance No. 2012- ).
:
Paul Williamson
Real Estate Manager
AFTER RECORDING RETURN TO:
City of Denton — Engineering Department
901-A Texas Street
Denton, Texas 76209
Attn: Paul Williamson
3
PAGE 1 OF 7
/�
/
�
. �
3500 RIESLINO OR �
LOPETEb ZHUCB 2 �
OINO WANG ����rjj
fl"� s�"�
-,��
� �:�;� ..
���; ' �
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460i MERLOT L1R
LOT 26, BIUCK 2
STEVEN DAVIO 6
LAUREN RAINEY
�o
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m
V
4505 MEpLOT �R
LOT 28, BLOCK 2
BRUCE 6 KRY9TAL
STENART
A509 MEHLOT OR
LOT 24, BLOCK 2
LEE & LATA9HA
CAFTEq
� 4613 MERLOT OR
1 LOT 23, BLOCK 2
CHRI9i0PNER 9IMS
4517 MERLOT OR
OOUpLdB TEAGUE
452f MERLOT �R
LJAMEB�BALLAHD2
4801 HERLOT OR
LOT 20, BLOCK 2
JENEMY 6 LAURA
WELLS
460fi MERLOT OR
L OALE �UUANTAS 2
�
POINT 0�'
r
EXHIBIT A- Drainage Easement Tract 1
0= 37'!5'08"
� i\ R=910.00'
� T=306.74'
� L=591.66'
� ; ` Cb�N60'54' 1fi"E
; Lc=58i.29'
; I ', 1
; � ; N�7'36' 31 "W �
� 37.90' �
i�
� ; \N05'35'07"E-
� � 42.31'
�.,
HE+
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i
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� � No
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I I m�
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I I
I
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BASIS OF BEARING IS NORTH AMERICAN OATUM
OF 1883 (NAD-83) STATE PLANE COOROINATE
SYS7EM, TEXAS NORTH CENTRAL.
n
GRAPHIC SCALE i"�500'
0 50 100 150
^ Graham Associates Inc.
((" CONSULTING ENGINEERS � PIJ=NNERS
�� 600 SI% rL.A08 GRIVE, sune eoo
`�� �uNOroN, rex�s �eot� �e�Y) e4a—eeae
7BPE �IflNi F-1191/iBPLB RMs 1016JE-00
WILLIAM
JAMES
OF
:\�Y
/\��
. �. '��..
�\;\�r
•---•- • p= 2'53' 13"
R=847.50'
� T=21.36'
Lm42.70'
l Lc=421705 21 W
� / 100 YR �' ,
�� �\ ��
� FLOOOPLAIN � ,�
�/ i
� \ RICHARO A, GqAY, JR � // �
� \DOC. N0. 2008-128436 � /
D,R.6.C,T. J i
\ � i�/
� A= 29'47'10•, 1�����
� A=762,60' J I
T-200,13'
L�391,20' / i �
Cb-N25'06' 10"E � , ``
Lc-3B6.81' / / "
�
/ /
/ �
/ �
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PRIVATS DRNE � � �
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—N01359469,�W �����5���� �
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NOTE;
1.61 AC LIES WITHIN FLOODPLAIN.
20 HOflNBEAM 9i
OT 7, BLOCK A LOT B, LOT 9, LOT f0,
e JOHN H. AlE%AN�ER gLOCK A BLOCK A BLOCK A
��ND. 201D-83891
nnnr. r
T1iIS EASEMENT LIES WITHIN A FEDERAL EMERG�NCY
MANAGEMENT AGENCY DESIGNATE� FLOOD PLATIV OR
FL000 PRONE AREA A5 DESIGNATE� ON THE FL000
INSURANCE RATE MAP FOR �ENTON COUNTY COMMUNITY
PANEL 48121C0370'G,EFFECTIVE DATE ApRIL 18,2011.
PARCEL 39—DE—i
BEING A
70,091 SQ.FT./1.61 ACRE
DRAINAGE EASEMENT
SITUATED IN THE
ROARK SURVEY, ABSTRACT N0. 1087,
EDMONSON SURVE"Y, ABSTRACT N0.400
DENTON COUNTY, TEXAS
DATE: DECEMBER 2011
u/uen wn/raa-uc-�
PAGE 2 OF 7
A� 37'15'08"
R=940.00'
T�306.71'
L=591.66'
Cb=N60'54'16"E
Lc=581.29'
/ J�,�
�' \\��
�:` �
s,��
S'�`
��
f
am 22'14'32"
Rne39.91'
T=165.11'
L=326.05'
Cb°S53'06'19"
LcC324.01�
EXHIBIT A- Draina�e Easement Tract 1
HTCHARD A. GRAY, JR
ODC. N0, 2006-128436
O.R.O.C,T,
A= 14'19'26"
R=680.00'
� T=85,45'
L=170.00'
� Cb=N70'07'13"E �
Lc=169.56'
i �\ F
7 � .� � � `'"�' �
� �����'`'� y �
..�-t 'Oa � � ! ,� ; '�� ��'
N79 '31 ' 51 "E
9.86'
� v �5,� �.
.1 6Q��
' n- e •4z � 3e ��
R=1853.58'
T=92.45'
Lnie4.74'
Cb =570 '50 ' 45 " W
, Lc=184.66�
�= i '44' 32"
Ra847.50'
T=12.B9'
1.�25. 77 '
Cb=S79'11'30"W
Lc=25.77'
NOTE;
1.61 AC LIES WITHIN FLOOOPLAIN.
BASIS OF BEARING IS NORTH AMEAICAN DATUM
�F 1983 (NAD-83� STATE PLANE COORDINATE
SYSTEM, T�XAS NORTH CENTRAL.
n
GRAPHIC SCALH f'�SOD'
0 50 100 150
� Graham Associates Inc.
CONSULTING EN(iINEERS dc PIJ�NNERS
eoo s!% FLA09 ORIVE, SiIITE 800
ARUNOTCN, 7!%AS 7aot1 (e17i e4o-EE3o
TBPE FlRM� F-11Y1/1BPL8 �'IRAfi 101E�e-00
m'
.n
N
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am
0
�
0
N�
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.�
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�.���� �; � ,��3 , g�j V]
'� 08� W
5�� � g�o'2a�29,�= ' �I�
J 'S4��W
S� 2g 00'
ppOS�n $� ET1E
pR BR� S�R�
—
�= 13'25' 53"
R=702.50'
� L--�= 1'47' 17" T=82.72'
R=1853.58' L=464.68'
T=28.93' Cp°S67'03'30"W
L=57.85' �.c=164.30'
� Cb°S75'24'29"
Lc=57.eA'
100 YR '..
i �
pL000PLAIN �
�
�
�
�
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/ � RICHARD A. GRAY, JR
DOC. N0, 20oB-128436
/ O.R.D.C,T.
THTS EASEMENT LIES WITHIN A FEOERAL EMERGENCY
MANA6EMENT AGENCY DESIGNATEO FL000 PLAIN OR
FLD00 PRONE AREA AS OESIGNATED ON THE FLOOD
ItJSURANCE RATE MAP FOR OENTON COUN7Y COMMUNITY
PANEL 48121C0370 G,EFFECTIVE DATE APRIL 18,2011,
PARCEL 39—DE-1
BEING A
70,091 SQ.FT./1.61 ACRE
DRAINAGE EASEMENT
SITUATED IN THE
WILLIAM ROARK SURVEY, ABSTRACT N0. 108'7,
JAMES EDMONSON SURVEY, ABSTRACT NU.400
DENTON COUNTY, TEKAS
DATE: DECEMBER 2014
J/U@�1LOf1/Y:i'-J-'Ut-1
EXHIBIT A- Drainage Easement Tract 1
PAGE 3 OF 7
� MARVIN HENOEHSON E97ATE TRUST
��` OOC. N0, 96-R0085B00
�, o.R,o.c.r,
',,, N12'56' 18"�
66,39'
.rf�Tr"
_ ����,,
l�� ���Q4 � �?
��� ��Qy4�� ��� � T 78 63� � 36„
�� ' (����� L-166.25'
Cb4N20'02' 36"E
Lc-l55.B6'
SUHVEY LTNE :
� ,\
�o �\
� ��H��� � a �� �' \
ha r����c`' ����ff � �l � �,
�y`Jl�l� �����,�i G ��� �M � \
� .��:\ .
A= 14'19'26"
R=680,00'
T�85.45'
L=170.OQ'
Cb°N70'07' 13"E
Lc=169.56'
r��
rw
, a°.'• .
\\`
\\�� �
��% °�•
. ti`Lo,6
,SZ�yo
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yr �
.
� � i
5 /
'�'�'� /
��' /
�� //
c� ,�`c\��%' ��� / OQp�'
H ��2 a�„w � 44
,
� N2�5� 6A / '
�1 A= 1 '55 ' 54 " �'Qpti� /
� R=752.60' 000Q/
, / 4 00
L=25.3�' v�
Cp=S60 '00' 37" /
Lc=25.97'
/
/
BASIS OF BEARING IS NORTH AMEFIICAN DATUM
OF 4983 (NAD-83) STATE F'LANE COORDINATE
5YSTEM, TEXAS NORTH CENTRAL.
R
i�
�'54' 10"
84.89'
`-f S24'10' 43"W�
! 62.91'
A= 45'i9' 50"
R=702.50'
T=293.36'
L=666 . 79'
Cb°S35'36'13"W
l.c=54! . A 1 '
�
�,
��000L
\9 "
�y
\
\
\`
RICHARD A. GRAY, JR
�OC, N0. 2009-f2843fi
o.p,o,c.r.
NOTE;
1,61 AC LIES WITHIN FLDODPLAIN.
THIS EASEMENT LIES WITHIN A FEOERAL EMERGENCY
MANAGEMEN7 AGENCY ��SIGNATED FL000 PLAIN OR
FLOOD PRONE AREA A5 DESIGNATEO ON THE FLOOD
INSURANCE RATE MAP FOR ��NTON COUNTY CaMMUNITY
PANEL 48121C0�70 G,EFFECTIVE DATE APRIL 48,2011,
PARCEL 39—DE—i
BEING A
h 70,09! SQ.FT. 1.61 ACRE
ORAPHIC SCALE �•-�oo� DRAINAGE �ASEMENT
� SITUATED IN THE
o so ioo sso y�rjLLIAM ROARK SURVEY, ABSTRACT N0. 1087,
Graham Associates Inc. JAME5 EDMONSON SURVEY, ABSTRACT N0.400
� CONSULTINa ENGINEERS � PLA�NNERS DENTON COUNTY TEXA.S
eoo s�x fuos oRi�, atntE eao �
� Flrai �io�%rePis �°17� iwa�°n°-ao DATE; QECEMB�R 2011
J/Oenton/P39-TDE-f
Page 4 of 7
EXHIBIT A- Drainage Easement Tract 1
P.ARCEL 39-DE-1
LEGAL DESCRIPTION
DRAINAGE EASEMENT
Being a 1.61 acre tract of land situated .in the Williarn Roark Survey, Abstract No, 1087,
and the James Edmonson Survey, Abstract No, 400, Denton County, Texas and being a
portion of that certain parcel conveyed to Richard A. Gray, Jr., as recorded in Instrument
No. 2008-128436, Deed Records, Denton County, Texas, and being more particularly
described as follows:
COMMENCING at a found 5/8 inch iron rod with cap, said point being the in the south
line of said Richard A. Gray Jr. tract and the northwest corner of Lot 7, Block A,
Meadows at Hickory Creelc, Phase One as conveyed to Linda J. and John M. Alexander,
Instrument No. 2010-63691, Deed Records, Denton County, Texas, and being in the
existing east right-of-way line of Bonnie Brae Street (having a variable width R.O.W.);
THENCE North 88°04'29" East, leaving said existing east right-of-way line and along
said south line, a distance of 48.50 feet to a point, said point being in the proposed east
right-of-way line of Bonnie Brae Street (having a variable widkh R.O.W,);
THENCE North O1°19'09" West, leaving said south line and following along said
proposed east right-of-way lin.e of Bonnie Brae Street, a distance of 135.46 feet to a
point, being the beginning of a non-tangent curve to the right having a radius of 752.50
feet, a central angle of 29°47'10", and a long chord which bears North 25°OS'10" East,
386.8J. feet;
THENCE along said proposed east right-of-way line and said non-tangent curve to the
right, an arc distance of 391.20 feet to a point for corner;
THENCE North 50°01'15" West, leaving said proposed east right-of-way line, a distance
of 95.00 feet to a point for corner being the POINT OF BEGINNING, said point being in
the proposed northwesterly right-of-way line of said Bonnie Brae Street;
THENCE North OS°35'07" East, leaving said proposed northwesterly right-of-way line, a
distance of 42.31 feet to a point for corner;
THENCE North 47°36'31" West, a distance of 37.90 feet io a point for corner, for the
beginning of a non-tangent curve to the right having a radius of 910.00 feet and a central
angle of 37°15'08" and a long chord which bears North 60°54'16" East, 581.29 feet;
THENCE along said non-tangent curve to the right an arc distance of 591.66 feet to a
point for corner;
THENCE North 79°31'S1" East, a distance of 9.86 feet to a point for corner;
EXHIBIT A- Drainage Easement Tract 1
Page 5 of 7
THENCE North 77°04'27" East, a distance of 245.51 feet to a point fox corner, for the
beginning of a tangent curve to the left having a radius of 680.00 feefi and a central angle
of 14°19'26" and a long chord which bears North 70°07'13" East,169.56 feet;
THENCE along said tangent curve to the left an arc distance of 170.00 feet to a point for
corner;
THENCE North 53°04'S6" East, a distance of 126.77 feet to a point for corner;
THENCE North 41 °3'7'44" East, a distance of 166.11 feet to a point fox corner;
THENCE North 18°37'39" East, a distance of 124,40 feet to a point for corner, for the
beginning of a non-tangent curve to the left having a radius of 630.00 feet and a central
angle of 14°12'36" and a long chord which bears North 20°02'36" East, 155.85 feet;
THENCE along said non-tangent curve to the left an arc distance of 156.25 feet to a point
for corner;
THENCE North 12°56'18" East, a distance of 66.39 feet to a point £or corner, said point
being in the north line of said Richard A. Gray, Jr, tract and being in the south line of a
tract conveyed to Marvin Henderson Estate Trust as recorded in Instrument No. 96-
R00558�0, Deed Records, Denton County, Texas, being a cammon line;
THENCE South 73°54'10" East, along said comrnon line, a distance of 84.89 feet to a
point for corner;
THENCE South 24°10'43" West, leaving said common line, a distance of 62.91 feet to a
point for corner, for the beginning of a non-#angent curve to the right having a radius of
702,50 feet and a central angle of 45°19'S0" and a long chord which bears South
35°36'13" West, 541.41 feet;
THENCE along said non-tangent curve to the right an arc distance of 555.79 feet to a
point for corner;
THENCE South 20°12'07" East, a distance of 50.96 feet to a point for corner, for the
beginning of a non-tangent curve to the right having a radius of 752.50 feet and a central
angle of 1°55'S4" and a long chord which bears South 60°00'37" West, 25.37 feet, said
point being in the proposed northwesterly right-of way line of said Bonnie Brae Street;
THENCE along said proposed northwesterly right-of-way line, and along said non-
tangent curve to the right an arc distance of 25.37 feet to a point for corner;
THENCE North 20°12'07" West, leaving said proposed norihwesterly right-of-way line,
a distance of 50.64 feet to a point for corner, for ihe beginning of a non-tangent curve to
the right having a radius of 702.50 feet and a central angle of 13°25'S3 ", and a long chord
which bears South 67°03'34" West,164.30 feet;
EXHIBIT A- Drainage Easement Tract 1
Page 6 of 7
THENCE along said non-tangent curve to the right an arc distance of 164.68 feet to a
point for corner;
THENCE South 76°18'08" West, a distance of 163.83 £eet to a point for corner;
THENCE South 10°28'09" East, a distance of 44.32 feet to a point for corner, said point
being in the proposed northwesterly right-of-way line of said Bonnie Brae Street;
THENCE South 79°31'S1" West, along said proposed northwesterly right-of-way line, a
distance of 25.00 feet to a point fox corner;
THENCE North 10°28'09" West, leaving said proposed northwesterly right-of-way line,
a distance of 42.91 feet to a point for corner; .
'THENCE South 76°18'08" West, a distance of 51.60 feet to a point for corner, for the
beginning of a tangent curve to the left having a radius of 1853.58 feet, a central angle of
1°47'17", and a long chord which bears South 75°24'29" West, 57.84 feet;
THENCE along said tangent curve to the left, an arc distance of 57..85 feet to a point for
corner;
THENCE South 02°12'35" West, a distance of 36.'17 feet to a point for corner, for the
beginning of a non-tangent curve to the left having a radius of $47.50 %et and a central
angle of 1°44'32" and a long chord which bears South 78°11'30" West, 25.77 feet, said
point being in the proposed northwesterly right-o£ way line of said Bonnie Brae Street;
THENCE along said proposed northwesterly right-o%way line, and along said n.on-
tangent curve to the left an arc distance of 25.77 feet to a point for corner;
THBNCE North 02°12'35" East, leaving said proposed northwesterly right-of-way line, a
distance of 34.84 feet to a point for corner, for the beginning of a non-tangent curve to
the left having a radius of 1853.58 feet and a central angle of 5°42'38", and a long chord
which bears South 70°50'45" West, 184.b6 feet;
THENCE along said non-tangent curve to the left an arc distance of 184.74 feet to a point
for corner, for the beginning of a tangent curve to the left having a radius of 839.91 feet,
a central angle of 22°14'32", and a long chord whichbears South 53°06'13" West, 324.01
feet;
THENCE along said tangent curve to the left, an arc distance of 326.05 feet to a point for
corner;
EXHIBIT A- Drainage Easement Tract 1
Page 7 of 7
THENCE South OS°35'07" West, a distance of 30.13 feet to a point for corner, for the
beginning of a non-tangent curve to the left having a radius of 847.50 feet and a central
angle of 2°53'13" and a long chord which bears South 41°25'21" West, 42.70 feet, said
point being in the proposed northwesterly right-of-way line of said Bonnie Brae Street;
THENCE along said proposed northwesterly right-of-way line, and along said non-
tangent curve to the left an arc distance of 42.70 feet to the POINT OF BEGINNING and
CONTAINING 70,091 square feet, 1.61 acres of land, more or less.
p3��s�-r�i c
PAGE 1 OF
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3500 RIE6LING OR
LOT 27, BLOCK 2 �
PETER THU &
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4801 MEHLOT OR
LOT 26 BLtlCK 2
STEVE� UAVIO &
LAUREN AAINEY
4508 MERLOT UR
LOT 26, BLOCK 2
BFUCSTENARTSTAL
�� 4609 MEqLOT OR
p LOT 24, dLOCK 2
� LEE & LATASHA
CARTER
n 4613 MEqLOT Ofl
ILOT 23, 6LOCK 2
CHRIBTOPHER BIMS
4817 MHpLOT pR
�OUGLIIS T EAOU�
462] MERLOT �R
LJAME6�BALLARD2
4801 MERLOT DR
LOT 20 BLOCH 2
JEREMI� 6 LAURA
Ne��s
4606 MERLOT OR
� DALE ��UANT 9 P
EXHIBIT A- Drainage Easement Tract 2
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NOTE:
0.05 AC LIES WITHIN FLOODPLAIN
BASIS OF B�ARING IS NOR7H AMERICAN DATUM
OF 1983 (NAD-83) S7ATE PLANE COORDINATE
SYS7EM, TEXAS NOfiTH CENTRAL.
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GRAPHIC SCALE f"�f00'
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VBEAH ST
3LOCK A LOT 8, LOT 9, LOT !0,
I M. ALEXANDER 6LOCK A BLOCK A BLOCK A
!010-6388!
,C.T.
THIS EASEMENT LIES WITHIN A FED�RAL �MERGENCY
MANAGEMENT AGENCY �ESIGNATED FL000 PLAIN OR
FLOOD PRONE AREA AS DESIGNATED QN THE FLOOD
INSURANCE RATE MAP FOR DENTON CDUNTY COMMUNITY
PANEL 48121C0370 G,EFFECTIVE OATE APRIL 18,20i1.
PARCEL 39—DE-2
BEING A
2,104 SQ.FT./0.05 ACRE
DRAINAGE EASEMENT
SITUATED TN THE
ROARK SURVEY, ABSTRACT N0. 1087,
DENTON COUNTY, TEXAS
DATE: DECEMBER 2011
��
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PAGE 2 OF 4
EXHlt31'1' A - ll
RICHARO A. GRAY, JR
DOC. ND. 2008-l28436
U.R,O,C.T,
�asement rract L
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,� �= 69'20'i6" FLOODPLAIN��
,%� R°752.50' /
TA520.45'
'r L�910,66'
Cb-N44'51'43"E �
L�=858,09' �
// DOC H NO 20 BRAf 8436
D. R. 0. C. T. ���a��g: ��
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NOTE: ` ` /
0.05 AC LIES WITHIN FLOOOPLAIN ��
BASIS DF BEARIN� IS NORTH AMERICAN DATUM THIS EASEMENT LIES WI7HIN A FEDERAL EMERGENCY
OF 1983 (NAD-83} STATE PLANE COORDINATE MANAGEMENT AGENCY DESIGNATEO FLOOD PLAIN OR
SYSTEM, TEXAS NORTH CENTRAL. FLOQD PRONE AREA AS DESIGNATED ON THE FLOOD
TNSURANCE RATE MAP FOR ��NTON COUNTY COMMUNITY
PANEL 48121C0370 G,EFF�CTIVE OATE APRIL 18,2011.
n
GRAPHIC 9CALE 1'-l00'
0 50 100 150
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PARCEL 39—DE-2
� BEING A
2,104 SQ.FT./0.05 ACRE
DRAINAGE EASEMENT
SITUATED IN THE
WTLLIAM ROARK SURVEY, ABSTRACT N0. 108'7,
DENTON COUNTY, TEXAS
DATE: DECEMBER 2011
J/Denton/P39-DE-2
Page 3 of 4
EXHIBIT A- Drainage Easement Tract 2
PARCEL 39-DE-2
LEGAL DESCRIPTION
DRAINAGE EASEMENT
Being a 0.05 acre tract of land situated in the William Roark Survey, Abstract No. 1087,
Denton County, Texas and being a portion of that certain parcel conveyed to Richard A,
Gray, Jr., as recorded in Instrument No. 2008-128436, Deed Records, Denton County,
Texas, and being more particularly described as follows:
COMMENCING at a found 5/S inch iron rod with cap, said point being in the south line
of said Richard A. Gray Jr. tract and the northwest corner of Lot 7, Block A, Meadows at
Hickory Creek, Phase One as conveyed io Linda J. and John M. Alexander, Instrument
No. 2010-63691, Deed Records, Denton County, Texas, and being in tha existing east
right-of way line of Bonnie Brae Street (having a variable width R.O.W.);
THENCE North 88°04'29" East, leaving said existing east right-of-way line and along
said south line, a distance of 48,50 feet to a point, said point being in the proposed east
right-of-way line of Bonnie Brae Street (having a variable width R,O.VV.);
THENCE North Ol°19'09" West, leaving said south line and following along said
proposed east riglit-of-way line of Bonnie Brae Street, a distance of 135.46 feet to a
point, being the beginning of a non-tangent curve to the right having a radius of 752.50
feet, a central angle of 69°20'16", and a long chord which bears North 44°51'43" East,
856.09 feei;
THENCE along said proposed east right-of-way line and along said non-tangent curve to
the riglnt, an arc distance of 910.66 feet to a point for corner,
THENCE North 79°31'S1" East, along said proposed easi right-of-way line, a distance of
110,36 feet to a point for corner, being the POINT OF BEGINNING;
THEN.CE North 79°31'S1" East, continuing along said proposed east right-of-way line, a
distance of 25.00 feet to a point for corner;
THENCE South 10°28'09" East, leaving said proposed east right-of-way line, a distance
of 18.00 feet to a point for corner;
THENCE North 79°31'S1" East, a distance of 7.50 feet to a point for corner;
THENCE South 10°28'09" East, a distance of 41.35 feet to a point for corner;
THENCE South 79°31'S1" West, a distance of 40.00 feet to a point for corner;
THENCE North 10°28'09" West, a distance of 41.35 feet to a point for corner;
EXHIBIT A- Drainage Easement Tract 2
Page 4 of 4
THENCE North 79°31'S1" East, a distance of 7.50 feet to a point for corner;
THENCE North 10°28'09" West, a distance of 18.0� feet to the POINT OF BEGINNING
and CONTAINING 2,104 square feet, U.OS acres of land, more or less.
�3 _� ���•�
PAGE 1 OF 5
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LOT 29 BLDCH 2
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LAUREN RAINEY
4605 MERLOT OR
LOT 26, BLOCK 2
BRUCE 8 KRYSTAL
srewnar
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CHRI5TOPHER SIMS
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LOAME8 BALLARD
480t MERLQ7 OR
LOT 20 BLOCK 2
JEqEMI� 6 LAUpA
WELLS
A60S M�HLOT OR
LO7 19, BLOCK 2
OAIE OUANTAS
POTMI' OF
EXHIBIT A- Drainage Easement Tract 3
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PRNATE DRIVE � RICHARO A. GRAY, JR
-' - - ` � �� I OOC. N0, 2008-128436
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AT LOT B, L07 9, LOT 10,
.EXANDER BLOCK A BLOCK A 6LOCK A
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THIS EASEMENT LIE5 WITHIN A FEDERAL EMERGENCY
MANAGEMENT AGENCY OESIGNATED FLOOD PLAIN OR
FL00� PRONE AREA AS DESIGNATED 6N TFiE FLOOd
INSURANCE RATE MAP FOR DENFON COUNTY COMMUNITY
PANEL 46121CQ370 G,EFFECTIVE DATE APRIL 18,2011.
PARCEL 39—DE-3
BE�NG A
1,580 SQ.FT./0.04 ACRE
DRAINAGE EASEMENT
SITUATED IN THE
ROARK SURVEY, ABSTRACT N0. 1087,
DENTON COUNTY, TEXAS
�ATE: DECEMBER 2011
J/UBf1C0(1/ Y�`J-UC-J
PAGE 2 OF 5
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EXHIBIT A- Drainage Easement Tract 3
RICHARD A, GRAY, JR
�OC. N0. 2008-128436
O,R.U.C.T.
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OOC. N0. 20�8-l28436
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NOTE: `��
0,04 AC LIES WITHIN FLOOOPLAIN /
BASIS OF BEARING IS NOATH AMERICAN DATUM TNIS EASEMEN7 LIES WITHIN A FEDEAAL EMERGENCY
dF' 1983 (NAd-83) STATE PLANE COORDINATE MANAGEMENT AGENCY pESIGNATED FLOOD PLAIN �R
5YSTEM, TEXAS NORTH CENTRAL. FL006 PRONE AREA AS DESIGNATED ON THE FLOOD
TN5URANCE fIATE MAP FOR OENTON COUNTY COMMUNITY
PANEL 48121C0370 G,EFFECTIVE DATE APRIL 18,2011,
n
ORAF'HIC SCALE 1'-100'
0 50 100 150
Graham Associates,lnc.
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PARCEL 39—DE-3
BETNG A
1,580 SQ.FT./0.04 ACRE
DRAINAGE EASEMENT
SITUATED IN THE
WILLIAM ROARK SURVEY, ABSTRACT N0. 108'7,
DENTON COUNTY, TEXAS
DATE: ❑ECEMBER 2011
J/Denton/P39-OE-3
ppGE 3 OF 5
EXHIBIT A- Drainage Easement Tract 3
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40.00'
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3i.lD'
'33' 33'
.50'
.89'
.73'
D '45' 04"E
8.71'
NOTE;
0.04 AC LIES WITHIN FLOODPLAIN
BASIS 0� BEARING IS N�RTH AMERICAN DATUM
OF 1983 (NAD-83) STATE PLANE COORDINA7E
SYSTEM, TEXAS NORTH CENTRAL.
n
GRAPHIC SCALE 1'�100'
0 60 100 150
^ Graham Associates,lnc.
���� CONSULTINO E►i01NEERS A PLANNERS
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RICHARD A, GRAY, JR
DOC, N0. 2008-128438
o,a.n,c.r,
THIS EA5EMENT LIES WITHTN A FEDERAL EMERGENCY
MANAGEMENT AG�NCY DESIGNATED FLOOD PLAIN OR
FL00❑ PRONE AFEA AS DESIGNATE� ON THE FLOOD
INSURANCE RATE MAP FOR DENTON COUNTY COMMUNITY
PANEL 4B121C0370 G,EFFECTI4E �ATE APRIL 18,2011.
PARCEL 39-DE-3
BEING A
1,580 SQ.FT./0.04 ACRE
DRAINAGE EASEMENT
SITUATED IN THE
WILLIAM ROARK SURVEY, ABSTRACT N0. 1087,
DENTON COUNTY, TEXAS
QATE: DECEMBER 2011
J/Oenton/P39-OE-3
Page4of5
EXHIBIT A- Drainage Easement Tract 3
PARCEL 39-DE-3
LEGAL DESCRIPTION
DRAINAGE EASEMENT
Being a 0.04 acre tract of land situated in the aVilliam Roark Survey, Abstract No, 1087,
Denton County, Texas and being a portion of that certain parcel conveyed to Richard A.
Gray, Jr., as recorded in Instrument No. 2008-128436, Deed Records, Denton County,
Texas, and being moxe particularly described as follows:
COMMENCING at a found 5/8 inch iron rod with cap, said point being in the south line
of said Richard A. Gray Jr, tract and the northwest corner of Lot 7, Block A, Meadows at
Hickory Creek, Phase One as conveyed to Linda J. and John M. Alexander, Instrument
No. 2010-63691, Deed Records, Denton County, Texas, and being in the existing east
right-of-way line of Bonnie Brae Street (having a variabie width R.O.W.);
THENCE North 88°04'29" East, leaving said existing east right-of-way line and along
said south line, a distance of 48.50 feet to a point, said point being in the proposed east
right-of-way line of Bonnie Brae Street (having a variable width R.O.W.);
THENCE North O1°19'09" West, leaving said south line and following along said
proposed east right-of-way line of Bonnie Brae Street, a distance of 135.46 feet to a
point, being the beginning of a non-tangent curve to ihe right having a radius of 752.50
feet, a central angle of 69°20'16", and a long chord which bears North 44°51'43" East,
856.09 feet;
THENCE along said proposed east right-of-way iine and along said non-tangent curve to
the right, an arc distance of 910.66 feet to a point for corner,
THENCE North 79°31'S1" East, continuing along said proposed east right-of-way line, a
distance of 228.46 feet to a point for corner, being the beginning of a tangent curve to the
left having a radius of 847.50 feet, a central angle of 17°33'33", and a long chord which
bears North 70°45'04" East, 258.71 feet;
THENCE continuing along said proposed east right-of-vvay line and along said tangent
curve to the left, an arc distance of 259.73 feet to a point for corner, being the POINT OF
BEGINNING, and being the beginning of a compound curve to the left having a radius of
847.50 feet, a central angle of O1°42'35", and a long chord which bears North 61°07'00"
East, 25.29 feet;
THENCE continuing along said proposed east right-of-way line and along said
campound curve to the left, an arc distance of 25,29 feet to a point for corner,
THENCE South 20°12'07" East, leaving said proposed east right-of-way line, a distance
of 15.41 feet to a point for corner;
THENCE North 69°47'S3" East, a distance of 7.50 feet to a point for corner;
EXHIBIT A- Drainage Easement Tract 3
Page 5 of S
THENCE South 20° 12'07" East, a distance of 31.10 feet to a point for corner;
THENCE South 69°47'S3" West, a distance of 40.00 feet to a point for coimex;
THENCE 1Vorth 20° 12'07" V�1est, a distance of 31,10 feet to a point for corner;
THENCE North 69°47'S3" East, a distance of 7.50 feet to a point for corner;
THENCE North 20°12'07" West, a distance of 11,59 feet to the POINT OF BEGINNING
and CONTAINING 1,580 square feet, 0.04 acres of land, more or less.
03-�5- �°�. �
s:\legallour documentslcontracts112\gray slope easement.doc
ATTACHMENT 3
TO
PURCHASE AGREEMENT
NOTICE OF CONFIDENTIALITY RIGHTS: IF YOU ARE A NATURAL PERSON,
YOU MAY REMOVE OR STRIKE ANY OR ALL OF THE FOLLOWING
INFORMATION FROM ANY INSTRUMENT THAT TRANSFERS AN INTEREST IN
REAL PROPERTY BEFORE IT IS FILED FOR RECORD IN THE PUBLIC RECORDS:
YOUR SOCIAL SECURITY NUMBER OR YOUR DRIVER'S LICENSE NUMBER.
THE STATE OF TEXAS,
COUNTY OF DENTON
SLOPE EASEMENT
�
�
�
KNOW ALL MEN BY THESE PRESENTS:
THAT Richard A. Gray, Jr. ("Grantor"), in consideration of the sum of Ten and No/100 Dollars
($10.00) and other good and valuable consideration in hand paid by the City of Denton, Texas,
receipt and sufficiency of which is hereby acknowledged, has GRANTED, BARGAINED,
SOLD and CONVEYED and does by these presents GRANT, BARGAIN, SELL and CONVEY
unto the City of Denton, Texas ("Grantee") a perpetual slope easement in, along, upon, under,
over and across the following described property (the "Property"), owned by Grantor, and
situated in Denton County, Texas, located in the William Roark Survey, Abstract No. 1087 and
the James Edmonson Survey, Abstract No. 400, to wit:
PROPERTY DEPICTED AND DESCRIBED IN EXHIBIT "A",
ATTACHED HERETO AND MADE A PART HEREOF
For the following purposes:
Constructing, reconstructing, installing, repairing, relocating, operating, and perpetually
maintaining lateral slope in, along, upon, under, over and across said Property, including without
limitation, the free and interrupted use, liberty, passage, ingress, egress and regress, at all times
in, along, upon, under, over and across the Property to Grantee herein, its agents, employees,
contractors, workmen and representatives, for the purposes set forth herein, including without
limitation, the making additions to, improvements on and repairs to said lateral slope features or
grade, or any part thereof.
This Easement is subject to the following covenants and agreements:
1. Structures. No buildings, fences, structures, signs, facilities, improvements or
obstructions of any kind, or portions thereof, shall be constructed, erected, reconstructed or
placed in, along, upon, under, over or across the Property. Further, Grantor stipulates and
acknowledges that the Grantee, in consideration of the benefits above set out, may alter the grade
of the Property and may remove from the Property, such buildings, fences, structures, signs,
facilities, improvements and other obstructions as may now or hereafter be found upon said
Property and dispose of any such buildings, fences, structures, signs, facilities, improvements or
obstructions in any manner it deems appropriate without liability to Grantee.
2. Maintenance of Lateral Slope. No activity, of any kind, shall be conducted on the
Property by Grantor that may impair, damage or destroy the lateral slope, including without
limitation, excavation or movement of soil or other material.
3. Access. For the purpose of exercising and enjoying the rights granted herein, the
Grantee shall have access to the Property by way of existing public property or right-of-way.
4. Trees and Landscaping. No shrub or tree shall be planted upon the Property or
that may encroach upon the Property. Grantee may cut, trim, or remove any shrubs or trees, or
portions of shrubs or trees now or hereafter located within or that may encroach or overhang
upon the Property without liability to Grantee, including without limitation, the obligation to
make further payment to Grantor.
5. Grantor's Rights. Grantor shall ha�e the right, subject to the covenants and
restrictions contained herein, to make use of the Property for any purpose that does not interfere
with the City's rights granted to it herein for the purposes granted.
6. Successors and Assigns. This grant and the provisions contained herein shall
constitute covenants running with the land and shall be binding upon the Grantor and Grantee,
and their heirs, devisees, successors and assigns.
TO HAVE AND TO HOLD unto the said City of Denton, Texas as aforesaid for the purposes
aforesaid the premise above described.
Witness my hand, this the _ day of , 2012.
2
Grantor:
:
Richard A. Gray, Jr.
THE STATE OF TEXAS
COUNTY OF DENTON
Date:
ACKNOWLEDGMENT
�
��
This instrument was acknowledged before me on
Richard A. Gray, Jr.
Accepted this day of
Texas (Ordinance No. 2012- ).
:
Paul Williamson
Real Estate Manager
AFTER RECORDING RETURN TO:
City of Denton — Engineering Department
901-A Texas Street
Denton, Texas 76209
Attn: Paul Williamson
2012.
Notary Public, in and for the State of Texas
My Commission Expires:
3
2012, by
2012, for the City of Denton,
PAGE 1 OF 3
.
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3800 RIESLING OR
L0T 27, BLOCK 2 '-
QOING WANGg �.`��i �
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4601 MEHLDT OR
LDT 26 BLOCK 2
57EVEt� OAYIO 6
LAUREN RAINEY
4506 MEALOT OR
LOT E5, BLOCK 2
9HUCgTEWARTSTAL
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� 4509 MERLOT OR
Ap LOT 24, 6LOCK 2
� LEE 6 LATASHA
CARTER
� 46f3 MEHLOT OR
�LOT 23, BLOCK 2
CHRISTOpNER SIMS
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4517 MEpLOT OR
LOT 22, BLOCK 2
OQUGLAS iEAOUE
A821 NHRLOT OR
LJAME6� BAIIARD
460! MEflLOT OR
LOT 20 BLOCK 2
JEREM� L6 $ AURA
4605 MERLOT OR
L OALE ��UANTAS 2
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NOTE;
0,03 AC LIES WITHIN FLOOpPLAIN
BASIS OF BEARING TS NORTH AMERICAN DATUM
OF 9983 (IVAO-83) STATE PLANE COORDINATE
5YSTEM, TEXAS NORTH CENTRAL.
h
GRAPHIC SCALE S'�l00'
0 50 100 150
^ Grdham Associates,lnc.
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T=156.16 � �
L=307.J5' � �
Cb=N2!'54'59"E • �
- L�=305.80' ' , �/ �
— � _ _ —' /
� PRNATE DRIVE � RICHARD A, �RAY� JR
- - ' J - - ` � `� � OOC. N0. 2008-128436
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135. 46' ���1�-u,��1 i� ��a�1� `���17i'_
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0 HORNBEAM 5T
T 7 BLOCK A LOT 9, LOT 9, �.OT S0,
9 JdHN M. AIEXANOER BLOCK A BLOCK A BLDCK A
N0. 2030-83691
O.R.D.C.T.
THIS EASEMENT LIES WITHIN A FEDERAL EMEFiGENCY.
MANAGEMENT AGENCY DESIGNATED FL000 PLAIN OR
FLOOD PpONE AREA AS DESIGNAT�O ON THE FLOOD
INSURANCE RATE MAP FOR DENTON COUNTY COMMUNITY
PANEL 48121C0370 G,EFFECTIVE DATE APRIL 16,20f1,
PARCEL 39-5E-1
BEING A
1,115 SQ.FT./0.03 ACRE
SLOPE EASEMENT
SITUATED IN THE
ROARK SUR'VEY, AHSTRACT N0. 1087,
DENTON COUNTY, TEXAS
DATE; DECEMBER 2011
Page 2 of 3
EXHIBIT A- Slope Easement Tract 1
PARCEL 39-SE-1
LEGAL DESCRIPTION
SLOPE EASEMENT
Being a 0.03 acre tract of land situated in the William Roark Survey, Abstract No, 10$7,
Denton County, Texas and being a portion of that certain parcel conveyed to Richard A.
Gray, Jr,, as recorded in Instrument No. 2008-128436, Deed Records, Denton County,
Texas, and being nnore particularly described as follows:
COMMENCING at a found 5/8 in.ch iron rod with cap, said point being the in the south
line of said Richard A. Gray Jr. tract and the northwest corner of Lot 7, Block A,
Meadows at Hickory Creek, Phase One as conveyed to Linda J. and John M. Alexander,
Instrument No. 2010-63691, Deed Records, Denton County, Texas, and being in the
e�cisting east right-of-way line of Bonnie Brae Street (having a variable width R.O,W.);
THENCE North 88°o4'29" East, leaving said existing east right-of-way line and along
said south line, a distance of 48.50 feet to a point, said point being in the proposed east
right-of-way line of Bonnie Brae Street (having a variable width R.O.W,);
THENCE North O1°19'09" West, leaving said south line and following along said
proposed east right-of-way line of Bonnie Brae Street, a distance of 135.46 feet to a
point, being the beginning of a non-tangent curve to the right havmg a radius of 752,50
feet, a central angle of 23°26'S0", and a long chord which bears North 21°54'S9" East,
305.80 feet;
THENCE along said proposed east right-of-way line and said non-tangent curve to the
right, an arc distance of 307.95 feet to a point;
THENCE North 36°10'36" West, Ieaving said proposed east right-of way line, a distance
of 100.46 %et to a point for corner being the POINT OF BEGINNING, said point being
in the proposed northwesterly right-of-way line of said Bontxie Brae Street;
THENCE South 79°37'25" West, along said proposed northwesterly right-of-way line, a
distance of 17.53 feet to a point for corner, for the beginning of a non-tangent curve to
the right having a radius of 839.91 feet and a central angle of 06°35'S4", and a long chord
which bears North 35°42'11" East, 96.67 feet;
THENCE leaving said proposed northwesterly right-of-way line and along said non-
tangent curve to the right an arc distance of 96,72 feet to a point for corner;
THENGE South OS°35'07" West, a distance of 28.91 feet to a point for corner, for the
beginning of a non-tangent curve to the left having a radius of 847.50 feet, a central angle
of o3°59'42", and a long chord which bears South 37°58'S3" West, 59.08 feet, and also
being in the said proposed northwesterly right-of-way line of Bonnie Brae Street;
EXHIBIT A- Slope Easement Tract 1
Page 3 of 3
THENCE along said proposed northwesterly right-of-way line and along said non-
tangent curve to the left, an arc distance of 59.09 feet to the POINT OF BEGINNING and
CONTAINING 1,115 square feet, 0.03 acres of land, more or less.
03�i5,`...�
PAGE ! OF 4
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LOi 27IES9LOCK�2
POING WANGS ���
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4801 MERLOT OR
LOT 26, BLOCK 2
57EVEN pAVTO 6
LAUREN RAINEY
4906 MERLOT OR
LOT 25, BLOCK 2
6Rl10E 6 NRYSTAL
STENART
�� 4609 MEHLOT OR
Q� LOT 24, BLOCK 2
� LEE 8 LATASHA
CARTEp
� 4613 MERLOT OR
�LOT 23, 9LOCK 2
CHRI5TOPHER 3IM9
46{7 MERLOT OR
LOT 22, BLOCK 2
�OUGLAS TEAGUE
4621 MERLOT OR
LJAME9 BALLAR02
d603 MEfiLOT DR
LOT 20. BIOCK 2
JEREHY 8 LAURA
NELlB
4806 MEqLOT OR
LOT 19, BLOCK 2
�ALE �UANTAS
POINT OF
EXHIBIT A- Slope Easement Tract 2
\
�= 22'14' 32" —�,=
R�839.91'
T=165.11' �
L=326.05' '
1 Cb=N53'O6' !3"E
Lc=324.01' '
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IFNDW% CAPI,RI I I l\
NOTE:
0,31 AC LIES WITHIN FLOOOPLAIN
BASIS OF BEARING IS NORTH AMERICAN DATUM
OF' 9983 (NAO-83) STA7� P4.ANE CO�RDINATE
SYSTEM, TEXAS NORTH CENTRAL,
h
ORAPHTC SCALE 3'-500'
0 50 100 150
^ Graham Associdtes,lnc.
((�j CONSULTING ENOINEERS At PLANNERS
\:31 eoo s�x �nas ani�� auite aoo
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WILLIAM
Cb-N28 31 46 E � �
Lc=423.93' � i
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� RICHARD A. GRAY, JR
— — — ~ — � � J pOC, N0. 2008-128436
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JBEAM ST
3LOCK A LOT 8, LOT 9, LOT 10,
I M. ALEXANOER BLOCH A BLOCK A BLOCK A
.010-B3691
,C.T�
THIS EASEMENT LIES WITHTN A FE�EAAL EMERGENCY
MANAGEMENT AGENCY �ESIGNATED F'LOOD PLAIN OR
FLOOD PRONE AREA�AS DESIGNATED ON THE FL00�
INSURANCE RATE MAP FOR DENTON COUNTY COMMUNITY
PANEL 48121C0370 G,EFFECTIVE DATE APRIL 18,2011,
PARCEL 39-5E-2
BEING A
13,562 SQ.FT./0.31 ACRE
SLOPE EASEMENT
SITUATED IN THE
ROARK SURVEY, ABSTRACT N0. 1087,
DENTON COUNTY, TEXAS
�ATE: DEGEMBER 2011
PAGE 2 0� 4
�
.
EXHIBIT A- Slope Easement Tract 2
RICHARD A. GRAY, JR
DOC. N0. 2008-128436
O.R.D.C.T.
�= 5'42' 38" — � '
Rm1853.58' � � �
T=92.45' � — '
Lm184.74' � —
Cp=N70'50' 45"E — � f — �
-�= 22'14'�2" Lc=1B4,66' — ' � — ' �
R=839 . 91 ' "� — � 1 1
T=165 . 11 ' _ — " -- �" � � 1 1
L�326.05' - `" S02'12'35"W � �
Cb-N53'06'13"E � 34.84'
Lc=324. 01 ' , , ' � ! . ��� o
� .�� STg��T
�� �
' BpN�IE �g�
� - ' � ,�,. `:��, �p05ED
..h\�� PR
��� �
— ��A= 34'27' 16" � 100 YR
R=8s4% . �j0 � FLOOOPLAIN� �
�'�,�r � �' L=509. 64' �
� �'' Cb°S60 '05' 36"W �
� �� LcC502.00' �/�
�� / /
r /
/
� RICHARD A. GRAY, JR
� DOC. N0. 200B-12B436
/ D.R.O.C,T. �� �����c_n
� ��a ������� Q� ,, ,i
_ �
�/ NOT3�1 AC LIES WITHIN FLOODP�AIN
THIS EASEMENT LIES WITHIN A FEOERAL EMERGENCY
BASIS OF BEARING IS NORTH AMERICAN DATUM MANAGEMENT AGENCY DESIGNATED FLOOD PLAIN OR
OF 1983 (NAD-83) S7ATE PLANE COOfIOTNATE FLOOD PRONE AREA AS DESIGNATEd ON THE FL.00D
SYSTEM, TEXAS NORTH CENTRAL. INSURANCE RATE MAP FOR OENTON COUNTY COMMUNITY
PANEL 48121C0370 G,EFFECTIVE DATE APRIL 18,2011,
h
GpAPHIC SCALE 1'-100'
0 50 100 150
� Graham Associates,lnc.
CONSULTINO ENGINEERS � PLANNERS
eoo ak euos oniv�, suih aoo
ARUNOTON, TEIfAS 7eot1 et e�o-E63E
TePE FlHl/s F-11Y1/IBPLS R 1 10f038-00
PARCEL 39-5E-2
BEING A
13,562 SQ.FT./0.31 ACRE
SLUPE EASEMENT
SITUATED IN THE
WILLIAM ROARK SUR'VEY, ABSTRACT NU. 1087,
DENTON COUNTY, TEXAS
DAT�: �ECEMBER 2011
J/UBf1tOf1/Y�'J� -5t-2
Page 3 of 4
EXHIBIT A- Slope Easement Tract 2
PARCEL 39-5E-2
LEGAL DESCRIPTION
SLOPE EASEMENT
Being a 0.31 acre tract of land situated in the William Roark Survey, Abstract No. 1087,
Denton County, Texas and being a portion of that certain parcel conveyed to Richard A.
Gray, Jr., as recorded in Instrument No. 2008-128436, Deed Records, Denton County,
Texas, and being more particularly described as follows:
COMMENCING at a found 5/8 inch iron rod with cap, said point being the in the south
line of said Richard A. Gray Jr. tract and the northwest corner of Lot 7, Block A,
Meadows at Hickory Creek, Phase One as conveyed to Linda J'. and John M. Alexander,
Instrurnent No. 2010-63691, Deed Records, Denton County, Texas, and being in the
existing east right-of-way line of Bonnie Brae Street (having a variable width R.O.W.);
THENCE North 88°04'29" East, leaving said existing east right-of-way line and along
said south line, a distance of 48.50 feet to a point, said point being in the proposed east
right-of-way line of Bonnie Brae Street (having a variable width R.O.W.);
THENCE North O1°19'09" West, leaving said south line and following along said
proposed east right-of-way line of Bonnie Brae Street, a distance of 135.46 feet to a
point, being the beginning of a non-tangent curve to the right having a radius oi 752.50
feet, a central angle of 32°40'23 ", and a lang chord which bears North 26°31'46" East,
432,33 feet;
THENCE along said proposed east right-of-way�line and said non-tangent curve to the
right, an arc distance of 429.12 feet to a point;
THENCE North 47°08'02" West, leaving said proposed east right-of-way line, a distance
of 95.00 feet to a point for corner, being the POINT OF BEGINNING, said point being in
the proposed northwesterly right-of-way line of said Bonnie Brae Street;
THENCE North OS°35'07" East,leaving said proposed northwesterly right-of way line, a
distance of 30.12 feet to a point for corner, for the beginning of a non-tangent curve to
the right having a radius of 839.91 feet and a central angle of 22°14'32" and a long chord
whichbears North 53°06'13" East, 324,01 feet;
THENCE along said non-tangent curve to the right an are distance of 326.OS %et to a
point for corner, for the beginning of a compound ciuve to the right having a radius of
1853.58 feet, a central angle of 5°42'38", and a long chord which bears North 70°SO'45"
East, 184.66 feet;
THENCE along said compound curve to the right, an arc distance of 184.74 feet to a
point for corner;
EXHIBIT A- Slope Easement Tract 2
Page 4 of 4
THENCE South 02°12'35" West, a distance of 34.84 feet to a point for corner, for the
beginning of a non-tangent curve to tha left having a radius of 847.50 feet and a central
angle of 34°27'16" and a long chord which bears South 60°OS'36" West, 502.00 feet, said
point being in� the said proposed northwesterly right-o£ way line of Bonnie Brae Street;
THENCE along said proposed notthwesterly right-of-way line, and along said non-
tangent curve to the left an arc distance of 509.64 feet to the POINT QF BEGINNING
and CONTAINING 13,562 square feet, 0.31 acres of land, more or less.
�� �� ----
PAGE 1 OF 4
/
//
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3600 RIHSLING OR �1��
LOPETEFi ZHUC6 2 ��y.
�ING WANG ��'��
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�����
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�`S� �501 MERLOT OR
3TEV�tJ OAVIO &
LAUREN RAINEY
4506 MERLOT �R I
I.OT 28, BLOCK 2
BqUCE 6 KFYSTAL
STENART
�q� 4509 MEqLOT Op
pp LOT Q4, BLOCK 8
� LEE & LATA9HA
CARTER
h
V 4613 MERLtlT OR
ILOi 23 BLOCK 2
CHflI6TdPHEfl SIMS
4617 MERLOT OR
LOT 22 6LOCK 2
DOUGLIIS TEAOUE
492f MERLOT dp
LJAMES BALLAqD2
480f MEpLOT OR
LOi 20, BLOCK 2
JEREMY & LAURA
WELLS
4608 MERLOT Uq
LOT 19, 6LOCK 2
DALE �UANTAS
POINT OF
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EXHIBIT A- Slope Easement Tract 3
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NOTE;
0.10 AC LTES WITHIN FLOO�PLAIN
BASIS OF BEARING IS NORTH AMERICAN DATUM
OF 1983 (NAO-83) STAFE PLANE COOFDINATE
SYSTEM, TEXAS NORTH CENTRAL.
n
ORAPHIC SCALE ]"�100'
0 50 100 f50
GONBULTINO ENGSNEER8 �t PLSA�NNERs
eao slx FLAas oRIVE, suITE soo
ARl1NOTON, 1!%A8 7E011 S17 64o-l036
1BI� FiRM� F-Hat/'rBPLS t 1ofe38-oo
yVILLYAM
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' l00 YR /
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e= se•sz�ii° .
a=�s2.so� r I ��" - -
T-5f5.92' � f �' � `-
Cb9N44537'40"E � � � '
Lc=B51.03' / / �
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— —_`. f �_ _ � '�
PRIVATS DRIVE �' RICHARO A. GRAY, JR
- — � — ' � �� ~ bOC. N0. 2008-128436
� � D,R.D.C,T.
� �
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I�����`
HORNBEAM ST
7, BLOCK A LOT 8. LOT 9. LOT 10,
JOHN M, ALEXANOER 9LOCK A BLOCK A BLOCK A
l. 2010-63891
R.O.C.T.
THIS EASEMENT LI�S WITHIN A FEOERAL EMERGENCY
MANAGEMENT AGENCY DESIGNATED FLOOD PLAIN OR
FL000 PRONE AREA AS OE5IGNATED ON THE FL00�
INSURANCE RATE MAP FOR DENTON COUNTY COMMUNITY
PANEL 48121C037a G,EFFECTIVE DATE APRIL 1H,20A1,
PARCEL 39-5E-3
BEING A
4,4'77 SQ.FT./U.10 ACRE
SLOPE EASEMENT
SITUATED IN THE
ROARK SURVEY, ABSTRACT N0. 1087,
DEN'TON COUNTY, TEXAS
DATE: DECEMBER 2011
u/ ucn w� i� raa--o�-o
PAGE 2 OF 4
L�'XHllil'1' A - �
RICHARD A. GRAY, JR
ODC. ND, 2008-128436
D.R.D,C,T,
�= 1 '47' 17"
R=1853.58'
T=28.93'
L=57.B5'
Cb=N75 '24' 29"E
Lc=57.84'
NO2'12'35"E �"�
36, 77',� — � � �;
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� � � � � BEGENFiING � �
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�asement t raci �
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51.60' — - '
. _ 1__— - /
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1.t.R�\ u/ � 42 , 91 �� �
S79 '31 ' 51 "W
110.36'
- $�,p� _ � �-n= o •2eC � 05 �� _ _ - -
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��
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�y � T=515.92' �/
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/ / UOC H NO 2048 128436
// O.R.D.C.T. ������ ��(�����
� �9 ��.���
`�` j� NO�TEU AC LIES WITHTN FLOODPLAIN
/
BASIS OF BEARING IS NORTH AMERICAN DATUM
OF 1983 (NAD-83) STATE PLANE COOROINATE
SYSTEM, TEXAS NORTH CENTRAL,
h
6RAPHIC BCALE i'-100'
0 50 100 150
^ Graham Associates,lnc.
/(L^ CONSULTINO ENGINEERS d� PUNNERS
v� eoo mx Fuos oRive, sui� eoo
�nuNO�, �w►s �ao�t �et� e�o-eaaa
7BPE FlRMt /-11Y1/TBPLS R i 101638-00
THIS EASEMENT LIES WITHIN A FEDERAL EMERGENCY
MANAGEMENT AGENCY ❑ESIGNATED FLOOD PLAIN OR
FLOOD PRONE AREA AS OESIGNATED ON THE FL00�
INSURANCE RATE MAP FOR QENTON COUNTY COMMUNITY
PANEL 4B121C0370 G,�FFECTIVE �ATE APRIL 18,2011.
PARCEL 39-5E-3
BEING A �
4,477 SQ.FT./0.10 ACRE
SLOPE EASEMENT
SITUATED IN THE
WILLIAM ROARK SURVEY, ABSTRACT N0. 1087,
DENTON COUNTY, TEXAS
DATE: DECEMBEp 2011
J/DE flt Ofl /P3�-J-5t-:i
Page 3 of 4
EXHIBIT A- Slope Easement Tract 3
PARCEL 39-5E-3
LEGAL DESCRIPTION
SLOPE EASEMENT
Being a 4.10 acre tract of land situated in the William Roark Survey, Abstract No. 1087,
Denton County, Texas and being a portion of that certain parcel conveyed to Richard A.
Gray, Jr,, as recorded in Instrument No. 2008-128436, Deed Records, Denton County,
Texas, and being more particularly described as follows:
COMMENCING at a found 5/8 inch iron rod with cap, said point being the in the south
line of said Richard A, Gray Jx. tract and the northwest corner of Lot 7, Block A,
Meadows at Hickory Creek, Phase One as conveyed to Linda J, and John M. Alexander,
Instrument No. 2010-63691, Deed Records, Denton County, Texas, and being in the
existing east right-of-way line of Bonnie Brae Street (having a variable width R,O.W.);
THENCE N�rth 88°04'29" East, leaving said existing east right�of-way line and along
said south line, a distance of 48.50 feet to a point, said point being� in the proposed east
right-of way line of Bonnie Brae Street {having a variable width R.O.W.);
THENCE North O1°19'09" West, leaving said south line and following along said
proposed east right-of-way line of Bonnie Brae Street, a distance of 135.46 feet to a
point, being the beginning of a non-tangent curve to the right having a radius of 752.50
feet, a central angle of 68°52'11 ", and a long chord which bears North 44°37'40" East,
851.03 feet;
THENCE along said proposed east right-of-way line and said non-tangent curve to the
right, an arc distance of 904.51 feet to a point; �
THENCE North 10°56'14" West, leaving said proposed east right-of-way line, a distance
of 95.00 feet to a point for corner, being the POINT OF BEGINNING, said point being in
the proposed northwesterly right-of way line of said Bonnie Brae Street;
THENCE North 02°12'35" East, leaving said proposed no�rthwesterly right-of way line, a
distance of 36.77 feet to a point for corner, for the beginning of a non-tangent curve to
tha right having a radius of 1853,58 feet and a central angle of 1°47'17" and a long chord
which bears North 75°24'29" East, 57.84 feet;
THENCE along said non-tangent curve to the right an arc distance of 57.85 feet to a point
for corner;
THENCE North 76°18'08" East, a distance of 51.60 feet to a point %r corner;
THENCE South 10°28'09" East, a distance of 42.91 feet to a point for corner, said point
being in the proposed northwesterly right-of-way line of said Bonnie Brae Street;
EXI3IBIT A- Slope Easement Tract 3
Page 4 of 4
THBNCE South 79°31'S1" West, along said proposed northwesterly right-of-way line, a
distance of 110.36 feet to a point for corner, for the beginning of a tangent curve to the
left having a radius of 847.50 feet, a central angle of 0°28'OS", and a long chord which
bears South 79°17'48" West, 6.92 feet;
THENCE con#inuing along said proposed northwesterly right-of-way line, and along said
tangent curve to the left, an arc distance of 6.92 feet to the POINT OF BEGINNING and
CONTAINING 4,477 square feet, 0.1 a acres of land, more or less. .
EJ3 �' ''
PAGE 1 OF
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3600 RIESLING UR '�i.�
�OT 27 BLOCK 2
PETEb ZHII B 2"�� �
OINO WANG ��ti-� g�
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4B0! MERLDT OR
3T EVEtJ OAVIO 9
LAUqEN HAINEY
EXHIBIT A- Slope Easement Tract 4
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4505 MERLOT OR �
LOT 25, BLOCK 2
BqUCS7�HARTSTAL
�� 4509 MEflLOi Op
qp LOT 24, BLOCK 2
� �.ee a �arasHn
CARTER
°n
V 4613 MEHLOT OR
ILOT 23, BLOCK 2
CHRISTOPHER 9IMS
45f7 MERLOT OR
LOT 22 BLOCK 2
OOUOLIS TEAGUE
462i MEqLOT OH
LJAMES BA�LAR�2
460! MEfiLOT f7R
LOT 20 BLOCK 2
JEHEMI� & LAURA
WELLS
4605 MEHLOT OR
LOT l9, BLOCK 2
dAI.E OUANTAS
FOINT OF
CO�MENCIN
FND� /CAPI.R
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Am 45'53'26"
R=752.50' �
T=318.57'
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`Cp6N56�35'07"��'
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POINT OF ` Cb°S52'32'33"W
�` ;^ BEGINNING �y �\ Lc=407��100 VR ' �
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' � � \ F1.000PLAIN� ' /
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R=752.50' / I � �''
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/ /
i ;
� � _ _ - - _ _ _ _ _ _ PRNATE DRIYE ^ _ - � pICHARD A. GRAY, JR
� /,, � ` �� DOC, N0. 2008-128436
I I � � � ` O.R.O.C,T,
�
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NOTE:
APPROX, 0.43 AC LIES WITHIN FLOO�PLAIN
BASTS OF BEARING IS NOR7H AMERICAN DATUM
OF 1963 (NA0�83) STATE PLAN� COORDINATE
SYSTEM, TEXAS NflRTH CENTRAL.
n
GRAPHIC SCALE i"=f00'
0 5o ioo teo
Graham Associates Inc.
CONSULTING ENGINEERS tc PLA�NNERS
600 SIX FLA09 ORIV4, SUli6 600
A[iIINOTON, 7ENAS 700N �917 !�0-8636
IBPE FlRMi F-1�01/iBPLB t 10�63�00
WILLTAM
135g469..w �����+�.V��t���� u,�ti;
C;����1�1 � Y��4p�t IFU�"
(���
qT LO7 8, LOT 9, LOT !0,
E%ANOER 9LOCK A BLOCK A BLOCK A
169 f
A PORTION OF THIS EASEMENT LT�5 WITHIN A FEDERAL
EMERGENCY MANAGEMENT AGENCY OESIGNATE� FLOOD PLAIN
OR FL000 PRONE AREA AS �E5YGNATEO ON THE FL00�
IN5URANCE RATE MAP FOR DENTON COUNTY COMMUNI7Y
PANEL 46121C0370 G,EFFECTIVE OATE APRIL 18,20fi.
PARCEL 39-5E-4
HEING A
19,031 SQ.FT./0.44 ACRE
SLOPE EASEMENT
SITUATED IN THE
ROARK SURVEY, ABSTRACT N0. 1087,
DENTON COUNTY, TEXAS
DATE: �ECEMgER 2011
u- ° --
LXH1131'1' A-�lope r:asement l ract 4
PAGE 2 OF 4
A= 45'53'26"
R=752,50' �
T=318,57'
L=602,71'
CbmN56 •35' 07"E �
Lc=586,73' � �
, �
�'
; �.
� ,;
�
i
�
RICHARD A. GRAY, JR
[IOC. N0. 200B-128436
O,R.O,C.T.
� ! � /
' _ J _ � � I ' ' �1 y1� - � /
_ � —� 1 �
.� �
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:�� � 1g��W
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,,. 'v- 44. 22.93'
�.. ' ..v �
y y� FLOOOPLAIN�
��
�= 7'29'29" �
A= 31'02'54" Rdi762.34' / �
R=760.48 �
T=211.24' Cb2S76�59�34"W / / /
L=412.10' Lc=290.26 � /
Cb=S52 '32' 33"W
Lc=407.07' /
� RICHARO A. GRAV, JR
/ DOC. N0. 2008-128436
/ D.R.O.C.T. ������'2
/� � �a����� ��� ����
_, �
�/ APPROX, 0.43 AC LTES WITFiIN FLOODPLAIN
BASIS OF BEARING IS NORTH AMERICAN DATUM
OF 1963 (NAp-B3) STA7E PLANE COORDINATE
SYSTEM, TEXAS NORTH CENTRAL.
n
GRAPHIC 9CALE 1'-100'
0 60 100 150
Graham Associates,lnc.
CONSULTING ENOINEERS dc PLANNERS
eoo mx Fu,as onros, sui� eoo
�uNOTON, i�xl,s �eott ei» ea-esaa
1BPE Fl11Ms F-119f/iBPLB RIIi 10163C-00
A PORTION OF THIS EASEMENT LIES WITHIN A FEDERAL
EMERGENCY MANAGEMENT AGENCY DESIGNATED FLOOD PLAIN
OR FL00� PRONE AREA AS DESIGNATEO ON TNE FLOOD
INSURANCE RATE MAP FOR DENTON COUNTY COMMUNITY
PANEL 4B121C0370 G,EFFECTIVE DATE APRIL 18,2011.
PARCEL 39-5E-4
BEING A
19�031 SQ.FT./0.44 ACRE
SLOPE EASEMENT
SITUATED IN THE
WILLIAM ROARK SURVEY, ABSTRACT N0. 1087,
DENTON COUNTY, TEXAS
OATE: DECEMBER 2011
J/Oenton/P39-SE-4
Page 3 of 4
EXHIBIT A- Slope Easement Tract 4
PARCEL 39-5E-4
LEGAL DESCRIPTION
SLOPE EASEMENT
Being a 0.44 acre tract of land situated in the William Roark Survey, Abstract No. 1087,
Denton County, Texas and being a portion of that certain parcel conveyed to Richard A.
Gray, Jr., as recorded in Instrument No. 2008-128436, Deed Records, Denton County,
Texas, and being more particularly described as follows:
COMMENCING at a found 5/8 inch iron rod with cap, said point being in the south line
of said Richard A. Gray Jr. tract and the northwest corner of Lot 7, Blocic A, Meadows at
Hickory Creek, Phase One as conveyed to Linda J. and John M. Alexander, Instxument
No. 2010-63691, Deed Records, Denton County, Texas, and being in� the existing east
right-of way line of Bonnie Brae Street (having a variable width R.O.W.);
THENCE North 88°04'29" East, leaving said existing east right-of-way line and along
said south line, a distance of 48.50 feet to a point, said point being in the proposed east
right-of-way line of Bonnie Brae Street (having a variable width R.O.W.);
THENCE North 01°19'09" West, leavin,g said south line and following along said
proposed east right-of-way line of Bonnie Brae Street, a distance of 135.46 feet to a
point, being the beginning of a non�tangent curve ta the right havit�g a radius of 752.50
feet, a central angle of 23°26'S0", and a long chord which bears North 21°54'S9" East,
305.80 feet;
THENCE along said proposed east right-of-way line and along said non-tangent curve to
the right, an arc distance of 307.95 feet to a point for corner, being the POINT OF
BEGINNING, and being the begiivung of a compound curve to the right having a radius
of 752.50 feet, a central angle of 45°53'26", and a l�ng chord which bears North
56°35'07" East, 586.73 feet;
THENCE along said proposed east right-of-way line, and along said compound, a
distance of 602.71 feet to a point fox corner;
THENCE North 79°31'S1" East, continuing along said east right-of-way line, a distance
of 110.36 feet to a point for corner;
THENCE South 10°28'09" East, leaving said proposed east right-of-way line, a distance
of 18.00 feet to a point for corner;
THENCE South 79°31'S1" VVest, a distance of 7.50 feet to a point for corner;
THENCE South 10°28'09" East, a distance of 22.93 feet to a point for corner;
EXHIBIT A- Slope Easement Tract 4
Page4of4
THENCE South 80°44'1$" West, a distance of 44.03 feet to a point for corner, for the
beginning of a tangent curve to the left having a radius of 1762.34 feet, a central angle of
7°29'29", and a long chflrd which bears South 76°59'34" West, 230,26 feet;
THENCE along said tangent cuzve to the left, an arc distance of 230.42 feet to a point for
corner, for the beginning of a compound curve to the left having a radius of 760.48 feet, a
central angle of 31°02'S4", and a long chord which bears South 52°32'33" West, 407.07
feet;
THENCE along said compound curve to the le$, an arc distance of 412.10 feet to a point
fox corner;
THENCE North 56°16'38" West, a distance of 8.88 feet to the POINT OF BEGINNING
and CONTAINING 19,031 square feet, 0.44 acres of land, more or less.
D3�r5-w.
PAGE 1 OF 5
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3500 RIEBLING OR �
�or 2�, e�ocK 2 .��-
POING WAN6� ���
���F�
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450! MEqLOT UR
LOT 26, 6LOCK 2
STEVEN OAVIO 6
LAUREN RAINEY
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di
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4508 MERLOT OR �
LOT P5, 6LOCK 2
BRUCE 6 HRYSTAL
STENART
�� aeos MEHLUT oR
Q� LOT 24, BLOCK 2
LEE 8 LATASHA
CARTER
b
v 4513 MEqLOT OR
1 LOT 23 BLOCK 2
CHRISTdPHER 9IM3
4557 MERLOT QR
LQT 22 BLOCK 2
OOUGLdS TEAOUE
462f MERLOT �R
LJAMES BALLAR02
460f MERLOT UR
LOT 20, BLOCK 2
JEHEMY 6 LAURA
MELLS
4606 MEHLOT DR
LOT !9, BLOCN 2
DALE OUANTAS
POINT OF
EXHIBIT A- Slope Easement Tract 5
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NOTE:
0.26 AC LIES WI7HTN FLOO�PLAIN
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BASIS OF BEARING IS NORTH AMERICAN ❑ATUM
OF 1983 (Nao-ea) STATE PLANE COOROTNA7E
SYSTEM, TEXAS NORTH CENTRAL,
n
GRAPHIC SCALE f"-f00'
o so ino sao
^ Graham Associates,lnc.
��`� CONSULTING ENGINEERS tc PLANNERS
600 SIX MOB DRIVE. BUIiE 600
`��� ARUNOTON, 1EXA8 7E011 C81�] E�0-B636
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��� �= 69'20'16" I ! ��%���-.
R=752.50' / i �
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Cb=N44'51'43"E � �
WILLIAM
Lc=856.09 / /
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-- � -- --' i
J PRIVATE DRIVE _ � �
— � � � �� RICHARD A. GRAY, JR
� � DOC. N0. 2008-128436
� � � � O.R.D.C.T,
� �
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V`llp�� ����� a`!1�"
HORNBEAM ST
7, BLOCK A l07 B, LDT 9, LOT 10,
JOHN M. AIEXANDER BLOCK A BLOCK A 6LOCK A
1, 2010-63691
R.D.C,T.
THIS EASEMENT LiES WTTHIN A FEDEFAL EMERGENCY
MANAGEMENT AGENCY DESIGNATED FLOOD PLAIN OR
FLOOD PRONE AREA AS DESIGNATED ON TH� FLOOD
INSURANCE RATE MAP �'OR OENTaN COUNTY COMMUNITY
PANEL 48f21C0370 G,EFFECTIVE DATE APRIL 18,2011.
PARCEL 39-5E-5
BEING A
1 i,285 SQ.FT./0.2g ACRE
SLOPE EASEMENT
SITUATED IN � THE
ROARK SURVEY, ABSTRACT N0. 1U87,
DENTON COUNTY, TEXAS
DATE: DECEMBER 2011
pAG� 2 OF 8
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y
EXHIBIT A- Sloae Easement Tract 5
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RICHARD A. GRAY, JR �� ' �0, /� \
OOC. ND, 2008-128436 � �
D.R.D.C.T, / // \\
/
/
/� /
-�= 17'33� 33" � /
R=847 . 5U G���/ � � �
T=130:A9� � / / �
Ce
b�N7U�45' 04"E .�'�' �/
-'Lc=258,7i' �� / i
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Q ��20, �il
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� ' / DOC, N0. 200B-12B436
/ U.R.O,C.T.
�/i
Y_.��� � �/
I�► tiop���
F/
�= 16'46'34"
� R�B80.00'
� T=129.76'
L=257.66'
Cb°S71'OB'34"W
Lc�256.74'
'47'53"W
7.50'
520'12'07"E
22.i6'
BASIS �F BEARING IS NOFlTH AMERICAN DATUM
OF 1983 (NA�-83) STATE PLANE COOFDINATE
SYSTEM, TEXAS NORTH CENTRAL.
n
ORAPHIC 9CALE 1'-100'
0 50 100 150
� Graham Associates Inc.
CONSULTING ENGINEERS d� PIJ�NNERS
eoo s�x ruos o�lve� swre eoo
uwNOraa, �us �ao�� �e�� e�o-eaaa
T9PE FIRIA� F-1101/iBPLB R t 101a30-00
NOTE:
0,26 AC LIES WITHIN FLOOpPLATN
THIS EASEMENT LIES WITHIN A FEDERAL EMEFGENCY
MANAGEMENT AOENCY DESTGNATED FLOOD PLATN OR
FLOOD PRONE AREA AS DESIGNATED ON THE FLOOD
INSURANCE RATE MAP FOR DENTON COUNTY COMMUNITY
PANEL 48121C0370 G,EFFECTIVE DATE APRIL 18,2011.
PARCEL 39--5E-5
BEING A
11,285 SQ.FT./0.26 ACRE
SLOPE EASEMENT
SITUATED IN THE
WILLIAM ROARK SURVEY, ABSTRACT N0. 108'7,
DENTON COUNTY, TEXAS
�ATE: DECEMBER 2041
�/ ue � � �v� i/ r�a-oc-u
EXHIBIT A- Slope Easement Tract 5
PAGE 3 OF 5 / ��
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O,R.D.C.T. /
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R=847 •50� �3 " C� ' / � � /
T=130.-89' � / / i/
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� ' / RICHARD A. GRAY, JR
/ OOC. N0, 2008-128q36
, ' D.R.O.C.T.
1� / /
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S69 '47' 53"W
7.50'
�Qptia/
o �
tioa�Q
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A= 16'46' 34"
p=8B0.00'
Ta129.76'
L=257.66'
Cb=S71'OB'34"W
Lc=256.74'
)'12'07"E
22.16'
BASIS OF BEARING IS NORTH AMERICAN OATUM
OF 1983 (NA�-83) STATE PLANE CODAOINATE
SYSTEM, 7EXA5 NOFTH CENTRAL,
n
ORAPHIC 9CALE i'�100'
0 50 SQO 150
Graham Associates Inc.
CONSULTING ENCINEERS � PLANNERS
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NOTE:
0,26 AC LIES WITHIN FL006PLATN
THIS EASEMENT LIES WITHIM A FEDERAL EMERGENCY
MANAGEMENT AGENCY DESIGNATE❑ FLOOD PLAIN OR
FLOOD PRONE AREA A5 DESI6NATED ON THE FLOOD
INSURANCE RATE MAP FOR DENTON C6UNTY COMMUNITY
PANEL 48921C0370 G,EFFECTIVE DATE APRIL 18,2011,
PARCEL 39--5E-5
BEING A
11,285 SQ.FT./0.26 ACRE
SLOPE EASEMENT
SITUATED IN THE
WILLIAM ROARK SURVEY, ABSTRACT N0. 108'7,
DENTON COUNTY, TEXAS
DATE: DECEMBER 2011
u/ uo� � wi �/ r,�a-oc-u
Page4of5
EXHIBIT A- Slope Easement Tract 5
PARCEL 39-5E-5
LEGAL DESCRIPTION
SLOPE EASEMENT
Being a 0.26 acre tract of land situated in the William Roark Survey, Abstract No, 1087,
Denton County, Texas and being a portion of that certain parcel conveyed to Richard A.
Gray, Jr., as recorded in Instrument No. 2008-128436, Deed Records, Denton County,
Texas, and being more particularly described as follows: '
COMMENCING at a found 5/8 inch iron rod with cap, said point being in the south line
of said Richard A. Gray Jr. tract and the northwest corner of Lot 7, Block A, Meadows at
Hickory Creek, Phase One as conveyed to Linda J. and Jolin M. Alexander, Instrument
No. 2010-63691, Deed Records, Denton County, Texas, and being in the existing east
right-of-way line of Bonnie Brae Street (having a variable width R.O.W,);
THENCE North 88°04'29" East, leaving said existing east right-of-way line and along
said south line, a distance of 4$.50 feet to a point, said point being in the proposed east
right-of-way line of Bonnie Brae Street (having a variable width R.O.W.);
THENCE North O1°19'09" West, leaving said south line and following along said
proposed east right-of-way line of Bonnie Brae Street, a distance of 135.46 feet to a
point, being the beginning of a non-tangent curve to the right having a radius of 752.50
feet, a central angle of 69°20'16", and a long chord which bears North 44°51'43" East,
856.09 feet;
THENCE along said proposed east right-of-way line and along said �non-tangent curve to
the right, an arc distance of 910.66 feet to a point for corner,
THENCE North 79°31'51" East, along said proposed east right-of-way line, a distance of
135.36 %et to a point for corner, being the POINT OF BEGINNING;
THENCE North 79°31'S1" East, continuing along said proposed east right-of-vvay line, a
distance of 93,10 feet to a point for corner, for the beginning of a tangent curve to the left
having a radius of 847.50 feet, a central angle of 17°33'33", and a long chord which bears
North 70°45`04" East, 258.71 feet;
THENCE continuing along said proposed east right-of way line, and along said tangent
curve to the left, an arc distance of 259,73 feet to a point for corner;
THENCE South 20°12'07" East, leaving said proposed east right-of-way line a distance
of 11.59 feet to a point for corner;
THENCE South 69°47'S3" West, a distance of 7.50 feet to a point £or corner;
EXHIBIT A- Slope Easement Tract 5
Page 5 of 5
THENCE South 20°12'07" East, a distance of 22.16 feet to a point for corner, for the
beginning of a non-tangent curve to the right having a radius of 880.00 feet and a central
angle of 16°46'34" and a long chord which bears South 71°08'34" West, 256.74 feet;
THENCE along said non-tangent curve to the right an arc distance of 257.66 feet to a
point for corner;
'THENCE South 79°31'S1" West, a distance of 85.60 feet to a point for corner;
THENCE North 10°28'09" West, a distance of 14.50 feet to a point for corner;
THENCE South 79°31'S1" West, a distance of 7.50 feet to a point for corner
THENCE North 10°28'09" West, a distance of 18.00 feet to the POINT OF BEGINNING
and CONTAINING 11,285 square feet, 0.26 acres of land, more or less.
03' Is" `�' `
pAGE ! OF 5
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3800 RIESLING OR
LOT 27 6LOCK 2 ���'
PETER 2HU 0
�ING WANG �'�?'�,
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L0T 26, 6LOCK 2
LAUREN RAINEY
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4505 MEqLOT OR �
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BRUCE 6 KRY9TAL
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CARTER I
� 4513 MEflLOT OR �
II.OT 23 BLOCK 2
CHRI6TdPHER SIMS I
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4517 MERLOT DR �
DOIIGLA3 �TEAOUE �
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4821 MEqLOT OR I
LOT 21, BLOCK 2
JAME6 BAL�AqO I
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4601 MERLOT OR �
lOT 20, BLOCK 2
JEHEMY 6 LAURA (
WELLS
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EXHIBIT A- Slope Easement Tract 6
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BASTS OF BEARING IS NORTH AMERICAN DATUM
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SYSTEM, TEXAS NORTH CENTRAL,
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GpAPHIC SCALE !"-l00'
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THIS EASEMENT LIES WITHIN A FEDEFIAL �MERGENCY
MANAGEMENT AOENCY OESIGNATED FLOOD PL.AIN OR
FLaoo PRONE AREA AS �ESTGNATED ON THE FLOOD
IN5URANCE RATE MAP FOR DENTON COl1NTY COMMUNITY
PANEL 48121C0370 G,EFFECTIVE DATE APRTL 18,2011.
PARCEL 39-5E-6
BEING A
16,371 SQ.FT./0.38 ACRE
SLOPE EASEMENT
SITUATED IN THE
ROARK SURVEY, ABSTRACT N0. 1087,
DENTON COUNTY; TEXAS
DATE: DECEMBER 2011
��., � � _
PAGE 2 OF 5
1;XHllil'1' A -
RICHARO A, GRAY, JR
dOC, N0, 2008-128436
D.R.U,C,T.
e �asement i racc d
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T=122.92'
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//�
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/ � RICHAR� A. GRAY, JF
DOC. N0. 2008-128436
/ D.R.D.C.T. �����I�V� C����� t�
// ��h� � ��� �1
� � � NOTE:
j•� 0,38 AC LIES WITHIN FLaODPLAIN
BASIS OF BEARING IS NORTH AMERICAN DATUM
OF 1983 (NAO-63) STATE PLANE COORDINATE
SYSTEM, T�XAS NORTH CENTFAL.
n
GRAPHIC BCAIE 1'�100'
0 50 100 150
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■ CONSULTING ENGINEERS dc PLANNERS
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ARUNO7oN, 1ENAS 7eott (e1� e�w-9a38
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THIS EASEMENT LIES WITHIN A FEDERAL EMERGENCY
MANAGEMENT AGENCY DESIGNATED FLOOD PLAIN OR
FLOOD PRONE AREA AS DESTGNATED ON THE FL000
TNSURANCE RA7E MAP FOR OENTON COUNTY COMMUNITY
PANEL 48421C0370 G.EFFECTIVE OATE APRIL 18,2051,
PARCEL 39-5E-6
BEING A
16,371 SQ.FT./0.38 ACRE
SLOPE EASEMENT
SITUATED IN THE
WILLIAM ROARK SURVEY, ABSTRACT N0. 1087,
DENTON COUNTY, TEXAS
DATE: DECEMBEf� 20 S 1
J/Denton/P39-SE-6
PAGE 3 OF 5
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L=243.69'
Cb=S70'15'12"W
Lc=242.63'
BASIS OF BEAFiING IS NORTH AMERICAN DATUM
OF 1983 (NAD-83) STATE PLANE COORDINATE
SYSTEM, TEXAS NORTH CENTRAL.
n
aRAPHIC SCAIf 1'�100'
0 50 100 160
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RICHARD A. GRAY, JR
OOC. N4. 2008-128436
O,H.O.C,T.
NOTE:
0,38 AC LIES WITHIN FLOODPLAIN
THIS EASEMiENT LIES WITHIN A FEDEFAL EMERGENCY
MANAGEMENT AGENCY DESIGNATEO FLOOD PLAIN OR
FL00� PRONE AREA AS �ESIGNATED ON THE FLOOti
INSURANCE RA7E MAP FOR DENTQN CQUNTY COMMUNITY
PANEL 48121C0370 G,EFFECTIVE �ATE APRIL 18,2011.
PARCEL 39-5E-6
BEING A
16,371 SQ.FT./0.38 ACRE
SLOPE EASEMENT
SITUATED IN THE
WILLIAM ROARK SURVEY, ABSTRACT N0. 1087,
DENTUN COUNTY, TEXAS
OATE: DECEMBER 2011
J/Oenton/P39-SE-6
Page 4 of 5
EXHIBIT A- Slope Easement Tract 6
PARCEL 39-5E-6
LEGAL DESCRIPTION
SLOPE EASEMENT
Being a 0.38 acre tract oiland situated in the William Roark Survey, Abstract No. 1087,
Denton County, Texas and being a poriion of that certain parcel conveyed to Richard A.
Gray, Jr., as recorded in Instrument No. 2008-128436, Deed Records, Denton Cout�ty,
Texas, and being more particularly described as follows;
COMMENCING at a found 5/8 inch iron rod with cap, said point being the in the south
line of said Richard A. Gray Jr. tract and the northwest corner of Lot 7, Blvck A,
Meadows at Hickory Creek, Phase One as conveyed to Linda J. and 7ohn M. Alexander,
Instivment No. 2010-63691, Deed Records, Denton County, Texas, and being in the
existing east right-of-way line of Bonnie Brae Street (having a variable width R.O.W.);
THENCE North 88°04'29" East, leaving said existing east right-of-way line and along
said south line, a distance of 48,50 feet to a point; said point being in ihe proposed east
right-of-way line of Bonnie Brae Street,(having a variable width R.O.W.);
THENCE North O1°19'09" West, leaving said south line and following along said
proposed east right-of way line of Bonnie Brae Street, a distance of 135.46 feet to a
point, being the beginning of a non-tangent curve to the right having a radius of 752.50
feet, a central angle of 69°20'16", and a long chord which bears North 44°51'43" East,
856.09 feet;
THENCE along said proposed east right-of-way Iine and said non-tangent curve to the
right, an arc distance of 910.66 feet to a point;
THENCE North 79°31'S1" East, continuing along east right-of-way line, a distance of
135.36 feet to a point for corner;
THENCE North 10°56'09" West, leaving said proposed east right-of-way line, a distance
of 95.00 feet to a point for corner, being the POINT OF BEGINNING, said point being in
the proposed northwesterly right-of-way line of said Bonnie Brae Street;
THENCE North 10°28'09" West, leaving said proposed northwesterly right-of-way line,
a distance of 44.32 £eet to a point for corner;
THENCE North 76°18'08" East, a distance of 163.83 feet to a point for corner, for the
beginning of a non-tangent curve to the left having a radius of 702.50 feet and a central
angle of 13°25'S3" and a long chord which bears North 67°03'30" East, 164.30 feet;
THENCE along said non-tangent curve to the left an arc distance of 164.68 feet to a point
for corner;
EXHIBIT A- Slope Easement Tract 6
Page 5 of 5
THENCE South 20°12'07" East, a distance of 50.64 feet to a point for carner, for the
beginning of a non-tangent curve to the right having a radius of 752.50 feet and a central
angle of 18°33'17" and a long chord which bears South 70°15'12" West, 242.63 feet, said
point being in the proposed northwesterly right-of-way line of said Bonnie Brae Street;
THENCE along said proposed northwesterly right-of-way line, and along said non-
tangent curve to the right an arc distance of 243.69 feet to a point for corner;
THENCE South 79°31'S1" West, continuing along said northwesterly right-of-way line, a
distance of 93.10 feet to the POINT OF BEGINNING and CONTAINING 16,371 square
feet, 0.38 acres of land, more or less.
PAGE 1 OF 5
/
/
/
3600 RIESLING OR �:"
LOT 27. BLOCK 2 _p�4:�
PETER ZHU & :���•'
UIN6 WANG �. '�'� �
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4801 MERLOT OH
LOT 26, BLOCK 2
srev�N onvio s
I.AUREN RAINEY
4506 MERLtlT OR
LOT 25, BLOCK 2
BRUCSTEHApTgTAL
�j� 4509 MEHLDT OR
pp LOT 24, BLOCK 2
�� LEE 8 LATASHA
CARTER
� 49l3 MERLOi ON
ILOT 23, BLOCK 2
CHRISTOPHEF SINS
4517 MEqLOT OR
LOi 22 BLOCK 2
OOUGUiS TEAGUE
452f MERLOT OR
LOT 21, BLOCK 2
JAHE5 BALLARD
460! MERLOT OR
LOT 20, BLOCK 2
JEFEMY 6 LAURA
WELLS
4606 MERLOT OR
LOT 19, BLOCK 2
�ALE aUANTA3
POINT OF
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M�
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EXHIBIT A- Slope Easement Tract 7
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NOTE;
0,73 AC LIES WITHIN FLOO�PLAIN
BASIS OF BEARING IS NORTH AMERICAN OATUM
OF 1983 (NAD-83) STATE PLANE COORDINATE
SYSTEM, TEXAS NORTH CENTRAL,
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!0 HOPNBEAM ST
IT 7, BLOCK A LOT 8. LOT 9, LOT 10,
6 JOHN M� ALEXANUEH BLOCK A BLOCK A BLOCK A
NU. 20l0-63891
O.R.D.C.T.
THIS EASEMENT LIES WITHIN A FEDERAL EMEAGENCY
MANAGEhSEN7 AGENCY DESIGNATED FL000 PLAIN OR
FLOOD PRONE AREA AS OE5IGNATEO ON THE FL000
INSURANCE RATE MAP FOR DENTON COUNTY COMMUNITY
PANEL 48121C0370 G,�FFECTIVE DATE APRIL 18,2011.
PARCEL 39--5E-7
BEING A
� 31,702 SQ.FT./0.73 ACRE
SLOPE EASEMENT
aRAPHIC 9CALE �•��ao• SITUATED �N THE
o so ioo iso WILLIAM ROARK SURVEY, AHSTRACT N0. 1087,
JAMES EDMONSOYV' SURVEY, ABSTRACT N0. 400,
^ Graham Associates,lnc. DENTON COUNTY, TEXAS
���, CONSULTING ENGINEERS dc pUNNERS
`�1 eao slx fUOS oFiIVE, sUIIE aao
�� �M� ��o���� �817, �o�O'�'� OATE: DECEMBER 20 41
V/UGIIIUII/!'JO-O�- I
PAGE 2 OF 5
EXHIBIT A- Slope Easement Tract 7
RICHARU A. GRAY, JR
DOC. NU. 2008-128436
O.R.D.C.T,
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/ �OC. p�R.O CBT128436 ��i
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NOTE:
�.
0.73 AC LIES WITHIN FLOODPI.ATN
BASIS OF BEARING IS NORTH AMERICAN �ATUM
OF 1983 (NAD-83) STATE PLANE COORDINATE
SYSTEM, TEXAS NORTH CENTRAL.
n
GRAPHIC 9CALE i'�l00'
0 50 !00 150
� Graham Associates�lnc.
CONSULTINO ENaINEERS dc PLANNERS
aao sIx Fl.Aos oRIVE, suITE aoo
M11N01bN, TENAS 700H 61'7 E�0^863E
iBPE FlRM� F-1101/1BPL8 R t 101038-00
THIS EASEMENT LIES WITHIN A FE�ERAL EMEAOENCY
MANAGEMENT AGENCY ❑ESIGNATED FL000 PLAIN OR
FLOOD PRONE AREA AS DESIGNATED ON THE FLOOD
INSURANCE RATE MAP FOR DENTON COUNTY COMMUNITY
PANEL 48121C0370 G,EFFECTIVE DATE APAIL 18,2011.
PARCEL 39-5E-7 •
BEING A
31,702 SQ.FT./U.73 ACRE
SLOPE EASEMENT
SITUATED IN THE
WILLIAM ROARK SURVEY, ABSTRACT N0. 108'7,
JAMES EDMONSON SURVEY, ABSTRACT N0. 400,
DENTON' COUNTY, TEXAS
DATE; DECEMBER 2011
J/Oenton/P39-SE-7
PAGE 3 OF 6
EXHIBIT A- Slope Easement Tract 7
MARVIN HENOER50N ESTATE THUST
DOC. N0, 86-R005fi800
o,R.o.c.r.
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/ N24'OB'b5"E
62.9i'
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SURVEY LINE
,�� ����,���Q�`?
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% .0
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�,.��,,�c�t�.-ti� �Ur�11V���'� ���OO • r
�_aL�� ' �= 45'19'50�'
R=702.50' /
T=293.96' /
L=555.79'I
Cb°N35'36/ 19"E
Lc=541. 4;1'
RICHARD A. ORAY, JR �� �
ODC, N0. 2008-128436 / �
O,R.O.C,T. �..�
i � �;.�� �
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av� ' / /\\
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c�el ti� �Q+ i
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� �e= 2o,•2s��1��
R=847.50' � /
T �93.�15 �
-e-303.03�
�' Cb°N69'17'!5"�
� � Lc=301.42'
BASIS OF BEARING I5 NdRTM AMERICAN DATUM
OF 1983 (NAO-83) STATE PLANE COOROINATE
SYSTEM, TEXAS NORTH CENTRAL,
�
S73'54' 10"
37.83'
� s�z'56��e°w
� es.s��
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,
,
100 Yq
�FLOO�PLAIN
�
\
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� RICHARD A, GRAY, JR \
� DOC. N0. 2008-128438
� U,R.O.C.T,
� �= 46'Q6' 21" �
R=752.50'
7=320,24'
L=605.54'
Cb=S35 •ss � 2s��w
Lc=589.33'
NOTE;
0.73 AC LIE5 WITHIN FLOODPLAIN
THIS EASEMENT LIES WITHIN A FEDERAL EMERGENCY
MANAGEMENT AGENCY ❑ESIGNATED FLOOD PLATN OR
FLOOp PRONE AREA AS OESIGNATED QN TfiE FL000
INSURANCE RATE MAP FOR DENTON COUNTY COMMUNI7Y
PANEL 49121C0370 G,EFFECTIVE OATE APRIL 18,2011.
PARCEL 39-5E-7
BEING A
� 31,702 SQ.FT./0.'73 ACRE
SLOPE EASEMENT
ORAPHIC BCALE i'-f00'
0 50 100 150
^ Graham Associates,lnc.
� CONSULTINO ENGINEERS Ac PUNNERS
� eoo s�x Fuos o�v�� suite aoa
ARLINOTON, 7E1fAS 7aD11 iet�) e10-EAla
7BPE FlRM� F-1101/IBPLB �1RMt 101636-00
SITUATED IN THE
WILLIAM ROARK SURVEY, ABSTRACT N0. 108'7,
JAMES EDMONSON SURVEY, ABSTRACT N0. 400,
DENTON COUNTY, TEXAS
DATE; DECEMBER 2014
u/uenco�i� ra�-�c- i
Page 4 of 5
EXHIBIT A- Slope Easement Tract 7
PARCEL 39-5E-7
LEGAL DESCRIPTION
SLOPE EASEMENT
Being a 0.73 acre tract of land situated in the William Roark Survey, Abstract No. 1087,
and the James Edmonson Survey, Abstract No. 400, Denton County, Texas and being a
portion of that certain parcel conveyed to Richard A. Gray, Jr., as recorded in Instrument
No. 2008-128436, Deed Records, Denton County, Texas, and being more particularly
described as follows:
COMMENCING at a found 5/8 inch iron. rod with cap, said point being the in the south
line of said Richard A. Gray Jr. tract and the northwest corner of Lot 7, Block A,
Meadows at Hickory Creek, Phase One as conveyed to Linda J. and John M. Alexander,
Instrument No. 2010-63691, Deed Records, Denton County, Texas, and being in the
existing east right-of-way line of Bonnie Brae Street (having a variable width R.O.W.);
THENCE North 88°04'29" East, leaving said existing easi right-of-way line and along
said south line, a distance of 48,50 feet to a point, said point being in the proposed easi
right-of way line of Bonnie Brae Street (having a variable width R.O.W,);
THENCE North O1°19'09" West, leaving said south line and following along said
proposed east right-of-way line of Bonnie Brae Street, a distance of 135,46 feet to a
point, being the beginning of a non-tangent curve to the right having a radius of 752.50
feet, a central angle of 69°20'16", and a long chord which bears North 44°51'43" East,
856.09 feet;
THENCE along said proposed east right-of-way line and said non-tangent curve to the
right, an arc distance o£ 910.66 feet to a point;
THENCE North 79°31'51" East, continuing along east right-of-way line, a distance of
228.46 feet to a point for corner being the beginning of a tangent curve to the left having
a radius of 847.50 feet, a central angle of 20°39'11 ", and a long chord which bears North
69°17'15" East, 301.42 feet;
THENCE along said proposed east right-of-way line and said tangent curve to the left, an
arc distance af 303.03 feet to a point;
THENCE North 30°57'20" West, leaving said proposed east right-of-way line, a distance
of 95.00 feet to a point for corner, being the POINT OF BEGINNING, said point being in
the proposed west right-of way line of said Bonnie Brae Street;
THENCE North 20°12'07" West, leaving said proposed west right-of-way line, a distance
of 50.96 feet to a point for corner, for the beginning of a non-tangent curve to the left
having a radius of 702.50 feet and a central angle of 45°19'S0" and a long chord wluch
bears North 35°36'13" East, 541.41 feet;
EXHIBIT A- Slope Easement Tract 7
Page 5 of 5
THENCE along said non-tangent curve to tlie left an arc distance of 555.79 feet to a point
for corner;
THENCE North 24°08'45" East, a distance of 62,91 feet to a point for corner, said point
being in the north line of said Gray Jr, tract and being in the south line of a tract of land
conveyed to Marvin Henderson Estate Trust, as recorded in Instrument No, 96-
R0055800, Deeds Records, Denton County, Texas, being a cflmmon line;
THENCE South 73°54'10" East, along said common line, a distance of 37.83 feet to a
point for corner, said point being in the proposed west right-of-way line of said Bonnie
Brae Street;
THENCE South 12°56'18" West, leaving said cornmon line, and along said proposed
west right-of-way line, a distance of 59.62 feet to a point for corner, for the beginning o£
a tangent curve to the right having a radius of 752.50 feet, a central angle of 46°06'21 ",
and a long chord which bears South 35°59'29" West, 589.33 feet;
THENCE continuing along said proposed west right-of-way line, and along said tangent
curve to the right, an arc distance of 605.54 feet to the POINT OF BEGINNING and
CONTAINING 31,702 square feet, 0.73 acres of land, more or less,
G �
PAGE 1 OF 5
/ /
/
3600 RI�BLING UR ,�°,��
L07 27, BLOCK 2 y\"
PETEF ZHU 6
OINO HANG � �.d
i�����'�
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�C��' �e :`.�wiC�'.,
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4901 MEHLOT OR
LOT 26, BLOCK 2
9TEVEN DAVID 6
LAUREN RAINEY
4505 HERLOT OR
LOT 26, BLOCK 2
BRUCE 6 NRY57AL
STEWART
�� 4fi09 MEpLOT OR
Q� LOT 24, BLOCK 2
LEE 6 LATASHA
CARTER
N
v 4519 MERLOT Oq
ILOT 23 BLOCK 2
CHRISTdPHEH SIM9
4517 MERLOT DR
LOT P2, BLOCK 2
ODUGLAS 7EAOUE
4521 MERLOi OR
LDT 2�. BLOCK 2
JAMES BALLARD
4601 MEHLOT OR
LOT 20, BLOCK 2
JEREMY S LAURA
WELLS
4605 MEqLOT �H
LOT 19, BLOCK 2
DALE OUANTAS
POINT OF
OMMENCIN
FND 5/8" I,
W/ CAP
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EXHIBIT A- Slope Easement Tract 8
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Lc=85s.09' �
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NOTE;
APPROX. 0,26 AC LTES WITHIN FLOODPLAIN
BASIS OF 6EARING I5 NORTH AMERICAN pA7UM
OF 1963 (NAD-83) STATE PLANE COORDINATE
SY5TEM, TEXAS NORTH CENTRAL.
/ /
/ �
/
__` �/ //
_ � _ _ _ /
� PRNATS DRIVE �
— ' � �� ~ RICHARD A. GRAY, JA
� � OOC. N0. 2008-728436
� � � � • O.R.D.C.T.
�, \ �
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-NOi359469„W \ [`��"�'����Y�'')�,:�t;
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n �10
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EAM ST
DCK A LOT B, LOT 9, LOT 10,
I. ALEXANOEH BLdCK A BLDCK A BLOCK A
: T 83891
A PORTION OF THIS EASEMENT LIES WITHIN A FE�ERAL
EMERGENCY MANAGEMENT AGENCY DE5IGNATED FLOOD PLAIN
OR FLOOD PRONE AREA AS DESIGNATE� ON THE FL000
INSURANCE RATE MAP FOR OENTON COUNTY COMMUNITY
PANEL 48121C0370 6,EFFECTIVE OATE APRIL 18,2011.
PARCEL 39-5E-8
BEING A
n 25,433 SQ.FT./U.58 ACRE
SLOPE EASEMENT
DRAPHIC 9CALE �•=�oo� SITUATED IN THE
0 50 100 ,5o WILLIAM ROARK 5URVEY, AHSTRACT N0. 1U8'7,
JAMES EDMONSON SURVEY, ABSTRACT N0. 400,
^ Graham Associates Inc. DENTON COUNTY, TEXAS
CCR CONSULTINO ENGINEERS A� PLANNERS
" eoo slx F1.Aae oRIVE, sullE eao
�~ 1�BPiFlRMi FEitot%ie�is�°1w� io�a�e�ao pATE: DECEMBER 2011
u/ucnwu/ra� .+�-u
PAGE 2 OF 5
F.XHiBIT A- Slone Easement Tract S
RICHAflD A. GRAY, JR
DOC, Nd. 2UOB-12BA36
O.R.O.C.T.
� � = I
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013NiE BgAE STREE
pgoPO5ED B ��
�
' o N79.3�,51..c �_
� -- � `�� - f
,� _ - � �
, — � 1 — �d 19'16'08"
_ -- R�847.50'
� J T=143.87'
� L=285.02'
� -� � Cb=N69'53'46"E
� � ' �= 69'20'16" Lc=2B3.68' `
� � R=752.50' / �
��� i � T=520,45' l00 YFl �
��� L=910.66' FLOObPLAIN� �
i � Cb=N44 '51' 43"E �
,�y� Lc=856.09' / /
f � � '
/ FlICHARD A. GqAY, JF
/� DOC� O�R.D C8T12B436 ���u�:,,��'`
� Q�p�da��� ��1'1 G�1�° ����'r
� � ��
� � � NOTE;
�'� APPRDX, 0.26 AC LLES WITHIN FLOODPLAIN
BASI5 OF BEARiNG I5 NORTH AMERICAN DATUM
OF 1983 (NAD-83} STATE PLANE COORDINAT�
SYSTEM, TEXAS NORTH CENTRAL.
n
GRAPHIC SCALE 1'=100'
0 50 100 150
^ Graham Associates,lnc,
rr� CONSULTING ENGINEERS �C PLINNERS
�� eoo s�x Fuos onive, suire aoo
A1tuHOron, lE)G►s 7eott Ce�71 e�o-aa3a
TBPE FlRMi F-tlil/TBPLS �IRA(t 10103E-00
A PORTTON OF THIS EASEMENT �IES WITHIN A FEDERAL
EMERGENCY MANAGEMENT AGENCY DESIGNATED FL00� PLAIN
OFl FL000 PRON� AI�EA AS OESIGNATED ON THE FLQO�
INSURANCE RATE MAP FOR DENTON COUNTY COMMUNITY
PANEL 48121C0370 G,EFFECTIVE DATE APRIL 18,2011.
PARCEL 39-5E-8
BEING A
25,433 SQ.FT./0.58 ACRE
SLOPE EASEMENT
SITUATED IN THE
1NILLIAM ROARK SURVEY, ABSTRACT N0. 1087,
JAMES EDMONSON SURVEY, ABSTRACT N0. 400,
DENTON COUNTY, TEXAS
DATE: DECEMBER 2011
J/Oentan/P39-SE-8
PAGE 3 OF 5
F,XHIBIT A- Slone Easement Tract 8
HAflVIN HEN�ERSON ESTA7E TRUS7 /
OOC. N0. 96-R0055BD0
p,R.O,C.T. ,
/ � �
' / �
� N12'56' ��"E
54.3�
ir i l
����� ���� �
' ' I
i
�� ��� �`� ��'' �'� � �
��
�� ��� �� �r
i , i�
SURVEY LINE � /
/ �
°�� i i�
°���� � ���� i �i
1�t�`�`3�' � /
/
/ /
RICHARD A, GRAY, Jq / /
UOC. pOq 2�OCBT128436 R=84r/ •50 � 2�/
T=�'71.35' /
I,�699.99 �
cb=N36 °�6' 00"E /
�� Lc=68��26'
i�/ ��/ / / ,��'`S'/
/ ;
� �
� � ��5 / \
i i
i �
i� �� � / �
i % �
� � �� �0 �
i .� 1
� � � `, �\ 0��� ��
� 44Lo4 \���
��\���� �
PO1NT OF
BEGINNING
� ` � LN20 °12'07"W
� 6.14'
�
N20�'12�0-7'�W/ ✓ �g•47'53"W
� 7.50'
n
GRAPHIC SCALE i'�500'
o so ioo 150
■^ Graham Associates,lnc.
CONSUI.TIN(i ENOINEHRS Ac PLlWNERS
� aoo ex ruos oro+�. sui� aoo
ARLINDTON. 7DtA3 7�� �e1� E4o-8s95
7BPE FlRYt F-11Y1 10/67�-00
�-
/
�°54'10"E
67.60'
�y� �
y �o
�� o
.�
�1� o
�
S33 °00' 17"W
58.66'
S41'32'49"W
59.10'
\
S32 '21 ' 56 " W\
109.76'
A= 29'16' 49"
R=870,00'
T=227.27'
L=4A4,60'
Cb=S45'22' SO"W
Lc=439.78'
RICHAR� A. GRAY, JR
DOC, Np, 2008-128436
O.A.D.C,T.
\
\
�
�
�
�
BASIS OF BEARING IS NORTH AMERICAN DATUM
OF 1983 (NAD—B3) STATE PLANE CQ�ROINATE
SYSTEM, TEXAS NORTH CENTRAL.
NOTE:
APPROX. 0.26 AC LIES WITHIN FLDO�PLAIN
A POfITION OF THIS EASEMEiJT LTES WITHIN A FED�RAL
EMERGENCY MANAGEMENT AGENCY DESIGNATED FL00� PLAIN
OR FLOOD PRqNE AREA AS DESIGNATED ON 7HE FL000
INSURANCE RATE MAP FOR DENTON COUNTY COMMUNITY
PANEL 48121C0370 G,EFFEC7TVE DATE APRIL 18,2011,
PARCEL 39-5E-8
BEING A
25,433 SQ.FT./0.58 ACRE
SLOPE EASEMENT
SITUATED IN THE
WILLIAM ROARK SURVEY, ABSTRACT N0. 1087,
JAMES EDMONSUN SURVEY, ABSTRACT N0. 4U0,
DENTON COUNTY, TEXAS
DATE: DECEMBER 2011
J/�Bflt Ofl/F'�4i-5t-tl
Page 4 of 5
EXHIBIT A- Slope Easement Tract 8
PARCEL 39-5E-8
LEGAL DESCRIPTION
SLOPE EASEMENT
Being a 0.58 acre tract of land situated in the William Roark Survey, Abstract No. 1087,
and the James Edmonson Survey, Abstract No. 400, Denton County, Texas and being a
portion of that certain parcel conveyed to Richard A. Crray, Jr., as recorded in Instrument
No. 2008-128436, Deed Records, Denton County, Texas, and being more particularly
described as follows:
COMMENCING at a found 5/8 inch iron rod with cap, said point being in the south line
of said Richard A. Gray Jr. tract and the northwest corner of Lot 7, Block A, Meadows at
Hickory Creek, Phase One as conveyed to Linda J. and John M. Alexander, Instrument
No. 2010-63691, Deed Records, Denton County, Texas, and being in the existing east
right-of-way line of Bonnie Brae Street (having a variable width R.O.W.);
THENCE North 88°04'29" East, leaving said existing east right-of-way line and along
said south line, a distance of 48.50 feet to a point, said point being in the proposed east
right-of-way line of Bonnie Brae Street (having a variable width R.O.W.);
THENCE North O1°19'09" West, leaving said south line and following along said
proposed east right-of-way line of Bonnie Brae Street, a distance of 135.46 feet to a
point, being the beginning of a non-tangent curve to the right having a radius of 752.50
feet, a central aagle of G9°20'16", and a long chord which bears North 44°51'43" East,
85b.09 feet;
THENCE continuing along said proposed east right-of-way line and along said non-
tangent curve to the right, an arc distance of 910.66 feet to a point for corner,
THENCE North 79°31'S1" East, continuing along said proposed east right-of-way line, a
distance of 228.46 feet to a point for corner, being the beginning of a tangent curve to the
left having a radius of 847.50 feet, a central angle of 19°16'08", and a long chord which
bears North 69°53'46" East, 283.68 feet;
THENCE continuing along said proposed east right-of-way line and along said tangent
curve to the left, an arc distance of 285.02 feet to a point for cozner, being the POINT OF
BEGINNING, also being the beginning of a compound curve to the left having a radius
of 847.50 £eet, a central angle of �47°19'24", and a long chord which bears North
36°36'00" East, 680.26 feet;
THENCE continuing along said proposed east right-of-way line, and along said
compound curve to the left, an arc distance of 699.99 feet to a point for corner;
EXHIBIT A- Slope Easement Tract 8
Page 5 of 5
THENCE North 12°56'18" East, continuing along said proposed east right-of-way line, a
distance of 54,38 feet to a point for corner, said point being in ihe north line of said Gray
Jr. tract and being in the south line of a tract of land conveyed to Marvin Henderson
Estate Trust, as recorded in Instrument No. 96-R0055800, Deeds Records, Denton
County, Texas, being a common line;
THENCE South 73°54'10" East, leaving said proposed east right-of-way line, and along
said comxnon line, a distance of 67.60 feet to a point for cornex;
THENCE South 13°50'37" West, leaving said common line, a distance of 106.00 feet to a
point for corner;
THENCE South 33°00'17" West, a distance of 58,66 feet to a point for corner;
THENCE South 41 °32'49" West, a distance of 59.10 feet to a point for corner;
THENCE South 32°21'S6" West, a distance of 109.76 feet to a point for corner, for the
beginning of a non-tangent curve to the right having a radius of 870.00 feet and a central
angle of 29°16'49" and a long chord which bears South 45°22'10" West, 439.7$ feet;
THENCE along said non-iangent curve to the right an arc dzstance of 444.60 feet to a
point for cornex;
THENCE North 20°12'07" West, a distance of 6.14 feet to a point for corner;
THENCE South 69°47'S3" West, a distance of 7,50 feet to a point for corner
THENCE North 20°12'07" West, a distance of 15.41 feet to the POINT OF BEGINNING
and CONTAINING 25,433 square feet, 0.58 acres of land, more or less.
c, ,. . .- - -
s:\legallour documentslcontracts\12\gray tce.doc
ATTACHMENT 4
TO
PURCHASE AGREEMENT
NOTICE OF CONFIDENTIALITY RIGHTS: IF YOU ARE A NATURAL PERSON, YOU MAY
REMOVE OR STRIKE ANY OR ALL OF THE FOLLOWING INFORMATION FROM ANY
INSTRUMENT THAT TRANSFERS AN INTEREST IN REAL PROPERTY BEFORE IT IS
FILED FOR RECORD IN THE PUBLIC RECORDS: YOUR SOCIAL SECURITY NUMBER
OR YOUR DRIVER'S LICENSE NUMBER.
TEMPORARY CONSTRUCTION, GRADING AND ACCESS EASEMENT
THE STATE OF TEXAS,
,
COUNTY OF DENTON
KNOW ALL MEN BY THESE PRESENTS:
THAT Richard A. Gray, Jr. ("Grantor"), in consideration of the sum of Ten and No/100 Dollars
($10.00) and other good and valuable consideration in hand paid by the City of Denton, Texas,
receipt and sufficiency of which is hereby acknowledged, has GRANTED, BARGAINED, SOLD
and CONVEYED and does by these presents GRANT, BARGAIN, SELL and CONVEY unto the
City of Denton, Texas ("Grantee") a temporary construction, grading and access easement in,
along, upon, under, over and across the following described property (the "Property"), owned by
Grantor, and situated in Denton County, Texas, located in the William Roark Survey, Abstract No.
1087, to wit:
PROPERTY DEPICTED AND DESCRIBED IN EXHIBIT "A",
ATTACHED HERETO AND MADE A PART HEREOF
It is agreed that the said City of Denton, Texas, in consideration of the benefits above set out, may
remove from the Property above described, such fences, signage, buildings and other obstructions
as may now be found upon said Property, for the purpose of construction activities, grading
activities and access in, along, upon, under, over and across said Property. It is specifically
stipulated by Grantor that the scope of the access, construction and grading activities shall include
the clearing and removal of vegetation and trees that exist within the Property.
The City of Denton, its agents, employees, contractors, workmen, and representatives shall have
the right of ingress, egress and regress in, along, upon, under, over and across said Property for the
purpose of access, construction and grading activities or any part thereof.
The term of this Temporary Construction, Grading and Access Agreement shall commence on the
date of the "Contractor Notice to Proceed" related to the portion of the Bonnie Brae Widening and
Improvements Project affecting the Property and terminate on the eaxlier to occur of (i) two (2)
years from such date of the herein referenced "Contractor Notice to Proceed"; or (ii) December 31,
2015, unless the parties mutually agree in writing to an extension of such term.
TO HAVE AND TO HOLD unto the said City of Denton, Texas as aforesaid for the purposes
aforesaid the premise above described.
Witness my hand, this the
Grantor:
:
Richard A. Gray, Jr.
THE STATE OF TEXAS
COUNTY OF DENTON
day of
0
0
Date:
ACKNOWLEDGMENT
2012.
2012.
This instrument was acknowledged before me on , 2012, by Richard
A. Gray, Jr.
Notary Public, in and for the State of Texas
My Commission Expires:
Accepted this day of
Texas (Ordinance No. 2012-�.
2
2012, for the City of Denton,
C
Paul Williarnson
Real Estate Manager
AFTER RECORDING RETURN TO:
City of Denton — Engineering Department
901-A Texas Street
Denton, Texas 76209
Attn: Paul Williamson
EXHIBIT "A" - to Temporary Construction, Grading and Access Easement
PAGE 1 OF 2
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LOT 27, BLOCK 2 �P
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LOT 26, BLOCK 2
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LO7 24, BLOCK 2
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A513 MEHLOT OR
LOT 23, BLOCK 2
CHRISTOPHER SIHS
4517 MEpLOT fJR
LOT 22. BLOCK 2
DOUGLAS TEAGUE
452! MERLOT DR
LOT 21, BL�CK 2
JAMES BALLARD
460f MERLOT �N
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JEREMY 6 LAURA
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4608 NEHLOT OR
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DOC. N0. 2008-128436 � �
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HORNBEAM ST
7, BLOCK A LDT B, LOT 9, LOT f0, .
JUHN H. AIEXANOER BLOCK A BLOCK A BLOCK A
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R.D.C.T. -
BASIS OF BEARING I5 NORTH AMERICAN DATUM
OF 1963 (NAD-83) STATE PLANE COOR�INATE r� i
SYSTEM, TEXAS NQRTH C�N7RAL. PARCEL e� 9- T C E" 1
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GRAPHIC SCALE !'�100'
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CONSUL71NIi EN(31NEERS A� PL�tiHERS
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BEING A
2,fi62 SQ.FT./O.U6 ACRE
TEMP4RARY CONSTRUCTION EASEMENT
SITUATED IN THE
WILLIAM ROARK SURVEY,
ABSTRACT N0. 1087,
DENTON C�UNTY, TEXAS
DATE: DECEMBER 2011
J/penton/P39-TCE-i
EXHIBIT "A" - to Temporary Construction, Grading and Access Easement
PAGE 2 OF 2
PARCEL 39-TCE-1
LEGAL DESCRIPTION
TEMI'ORARY CONSTRUCTION EASEMENT
Being a 0.06 acre tract of land situated in the Wiliiam Roark Survey, Abstract No. 1087, Denton
County, Texas and being a portion of that certain parcel conveyed to Richard A. Crray, Jr., as
recorded in Instrument No. 2008-128436, Deed Records, Denton County, Texas, and being more
particularly described as follows;
COMMENCING at a found 5/8 inch iron rod with cap, said point being the in the south line of
said Richard A. Gray Jr. tract and being the northwest corner of Lot 7, Block A, Meadows at
Hickory Creek, Phase One as conveyed by deed to Linda J. and John M. Alexander, as recorded
in Instrument No. 2010-63691, Deed Records, Denton County, Texas, also being in the existing
east right-of way line of Bonnie Brae Street (a vaxiable width R.O.W.);
THENCE North 88°04'29" East, leaving said existing east right-of-way line and following along
said south line of Gray tract, and the north line of said Alexander tract, for a distance of 48.50 feet
to a point, being in the proposed east right-of-way line of said Bonnie Brae Street (a variable
width R.O,W.);
THENCE North O1°19'09" West, leaving said south line aud following along said proposed east
right-of-way line of Bontue Brae Street, a distance of 135.46 feet to a point, being the beginning
of a non-tangent curve to the right having a radius of 752.50 feet, a central angle of 5°22'44" and
a long chord which bears North 12°52'S7" East, 70.62 feet;
THENCE northeasterly, along said proposed east right-of-way line and said non-tangent curve to
the right, an arc distance of 70.65 feet to a point for corner, being the POINT OF BEGINNING,
and being the beginning of a compound curve to the right having a radius of 752.50 feet, a central
angle of 4°12'26" and a long chord which bears North 17°40'32" East, 55.24 feet;
THENCE northeasterly, along said proposed east right-of-way lme and said non-tangent curve to
the right, an arc distance af 55.26 feet to a point for corner;
THENCE South 86°46'46" East, leaving said proposed east right-of-way line, for a distance of
42.51 feet to a point for comer;
THENCE South 03°13'14" West, for a distance of 53,49 feet to a point far corner;
THENCE North 86°46'46" West, for a distance of 56.30 feet to the POINT OF BEGINNING and
CONTAINING 2,662 square feet or 0.06 acres of land, more or less.
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