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DCO ADD/SON A T BROOI<H�l VEN ; 
A DELA WA RE L /M/ TED PA R TIVE-RSHIP 
LST % BLOCK A \` /r , t� \ \ \ \ 1 € THREE LINCOLN CENTER 
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4.818 ACRES % /` // ,..-sem'"� I OALLAS, TEXAS 75240 
A E INST. NO. 2006004076 � 5 " 
7t A ..y 
%/TUB/AN PARK ADDITION ; r \,.. aNOPRDCT 
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/N.ST NO. 200900220870 
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4LP\ DCO GRE IVHA VEN L P, \ ! LEGEND 
y 'q A DELAWARE L I,�t I TED PA R TNERSH7p 
SIR SET IRON ROD 
\��V��•�`L THREE (LINCOLN CENTER 1 / E I ry FIR FOUND IRAN Rc 
�4' 5430 LBJ /FREEWA Y, STE 1250 € I I 
I »» I 
DA AS, TEXAS 75240 I 
€ I ALL PROPERTY CORNERS ;ET WITH 1'/2" 
If � �� INS NO. 200600335782 t IRON RODS WITH YELLOW APS STAMPED 
�\ / 
DD. T. 
� 
JL LANE RPLS 2509 
D. R. C. 
' G 
s 
BASIS OF BEARING 
SOUTHEAST RIGHT-OF-WAY LINE € �� $ REVISION 
r' t' LOT 2, BLOCK A / Vitruvian Way, AS RECORDED I _ LANE'S 
IN VOL. 76235 PG 2247, MRDCT i 
3 
4.006 ACRES _ _ .__ _ . __.. »_ . ._._ r w »..:»».. _.. ___ ._. ____ __. ___. __ ___. _ y _ 21 _ 27 
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PURPOSE OF PLAT f $ , pp 
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;1 VITRUKAN PARK ADDIT/Ol✓ / t TO CREATE LEGAL LOTS Y 
+ /NST NO 200000220876/ 
0 
V 
Q 
O 
NUM 
BEARING 
DISTANCE 
L1 
S63'42'00"E 
60.00' 
L2 
S48'47'49"E 
107.87' 
L3 
S41' 18'00"W 
64.19' 
L4 
S41' 18'00"W 
39.19' 
L5 
S48'47'49"E 
79.56' 
L6 
S63'42'00"E 
57.45' 
L7 
S27°57'03"W 
25.01' 
L8 
N 16' 15'1 7"W 
61.07' 
L9 
S71'51'03"W 
10.01' 
L10 
N16'15'17"W 
61.41' 
L11 
S73'44'43"W 
10.00' 
L12 
S48°47'49"E 
126.10' 
L13 
S63'47'49"E 
15.34' 
L14 
S26' 12'11 "W 
10.00' 
L15 
S63'47'49"E 
16.66' 
L16 
S48'47'49"E 
127.42' 
L17 
S41'12'11"W 
10.00' 
L18 
S31'33'01 "E 
90.63' 
L19 
S58'26'59"W 
10.00' 
L20 
S31'33'01 "E 
87.53' 
L21 
S41' 12'11 "W 
10.47' 
L22 
N21°22'48"W 
61.18' 
L23 
S68'37'1 2"W 
10.00' 
L24 
N21'22'48"W 
64.35' 
L25 
N 86' 12'11 "E 
10.49' 
L26 
S41' 12'11 "W 
87.34' 
L27 
S41' 12'11 "W 
100.92' 
L28 
S41' 12'11 "W 
100.92' 
L29 
N41°12'11"E 
78,77' 
L30 
N48'47'49"W 
10.00' 
L31 
N41' 12'11 "E 
22.25' 
L32 
N48°47'49"W 
10.00' 
L33 
N 41' 12'11 "E 
12.25' 
L34 
S48'47'49"E 
20,34' 
L35 
N 41' 12'1 0"E 
10.00' 
L36 
S48'47'49"E 
60.00' 
L37 
N41' 12'1 0"E 
25.00' 
L38 
S48°47'49"E 
35.00' 
L39 
N41' 12' 10"E 
5.00' 
L40 
S48°47'49"E 
55.34' 
L41 
S86'1 2'11 "W 
109.69' 
L42 
S41' 12'11 "W 
305.39' 
L43 
S86' 12'11 "W 
44.19' 
L44 
S41' 12'11 "W 
284.18' 
L45 
N86' 12'11 "E 
17.82' 
L46 
S3°47'49"E 
17.82' 
L47 
S48°47'49"E 
4.70' 
L48 
53'47'49"E 
24.10' 
L49 
N48'47'49"W 
94.56' 
L50 
N41'12'11"E 
10.00' 
L51 
N48'47'49"W 
94.56' 
L52 
N86` 12'11 "E 
24,10' 
L53 
S48'47'49"E 
4.70' 
L54 
N48°47'49"W 
231,33' 
L55 
S26'56'02"E 
16.51' 
L56 
S26'56'02"E 
13.62- 
3 62L57 
L57 
N48'47'49"W 
243.43' 
L58 
N48'47I49"W 
22,22' 
L59 
S41' 12'11 "W 
5.00' 
L60 
N48'47'49"W 
35.00' 
L61 
S41' 12' 11 "W 
25.00' 
L62 
N48'47'49"W 
60.00' 
L63 
S41'12'11 "W 
21.12' 
L64 
N41°12'11"E 
5.00' 
L65 
S48'47'49"E 
12.00' 
L66 
N41'12'11 "E 
16.01' 
L67 
N48'47'49"W 
3.63' 
L68 
N41'12'11"E 
16.67' 
L69 
S48'47'49"E 
1.13' 
L70 
N41' 12'1 1 "E 
49.83' 
L71 
S48°47'49"E 
18.28' 
L72 
S41°12'11"W 
7.50' 
L73 
N4F47'49"W 
18.00' 
L74 
N41' 12' 1 1"E 
24.50' 
L75 
S48'47'49"E 
36.28' 
L76 
S41' 12'11 "W 
17.00' 
L77 
S48'47'49"E 
339.43' 
L78 
S63'42'00"E 
28.00' 
L79 
N26"18'00"E 
6.00' 
L80 
S63"42'00"E 
10.00' 
L81 
S26'18'00"E 
6.00' 
182 
S63°42'00"E 1 
22.00' 
FINAL PLAT 
LOTS 1 AND 2, BLOCK B 
VITRUVIAN PARK ADDITION 
LOCATED IN THE NOAH GOOD SURVEY A-520 
TOWN OF ADDISON, DALLAS, COUNTY, TEXAS 
L 
r 
r 
C 
c 
OWNER'S CERTIFICATE 
STATE OF TEXAS 
COUNTY OF DALLAS 
WHEREAS, DCO Greenhaven LP, a Delaware limited partnership and DCO Addison at 
Brookhaven LP, a Delaware limited partnership, is the owner of a 11.480 acre tract of land 
situated in the Noah Good Survey, Abstract No. 520, Town of Addison, Dallas County, Texas 
and being a portion of that certain tract of land conveyed to DCO Greenhaven LP by Deed 
recorded in Instrument No. 200600335782 and a portion of that certain tract of land conveyed to 
DCO Addison at Brookhaven LP by Deed recorded in Instrument No. 200600407616, both in 
Official Public Records, Dallas County, Texas and being more particularly described as follows: 
BEGINNING at a 1/2 inch iron rod set for corner in the Southeast ROW line of Brookhaven Club 
Drive (a 100' ROW), said iron rod being North 41 degrees 12 minutes 11 seconds East, a distance 
of 638.50 feet from a 1/2 inch iron rod found for corner at the Northeast corner of Brooktown 
Townhouses, recorded in Volume 90205 Page 85, Map Records, Dallas County, Texas; 
THENCE: along the Southeast ROW line of Brookhaven Club Drive, the following bearings and 
distances: 
North 41 degrees 12 minutes 11 seconds East, a distance of 91.00 feet to 1/2 inch iron rod set at 
the beginning of a curve to the right, having a central angle of 44 degrees 34 minutes 26 seconds, 
a radius of 334.00 feet and a chord bearing North 63 degrees 29 minutes 24 seconds East, a 
distance of 253.33 feet; 
Northeasterly, along said curve to the right, an arc distance of 259.84 feet to a 1/2 inch iron rod 
set at the beginning of a reverse curve to the left, having a central angle of 59 degrees 28 minutes 
38 seconds, a radius of 434.00 feet and a chord bearing North 56 degrees 02 minutes 18 seconds 
East, a distance of 430.56 feet; 
Northeasterly, along said curve 
to the left, 
an arc 
distance 
of 450.52 feet to a 1/2 inch iron rod set 
at the end of said curve; 
North 26 degrees 18 minutes 
00 seconds 
East, a 
distance 
of 47.00 feet to a 1/2 inch iron rod set 
for corner; 
THENCE: South 63 degrees 42 
minutes 00 
seconds 
East, departing the Southeast ROW line of 
Brookhaven Club Drive, a distance 
of 60.00 feet to 
a 1/2 
inch iron rod set for corner; 
THENCE: South 26 degrees 18 
minutes 00 
seconds 
West, a 
distance of 47.00 feet to a 1/2 inch 
iron rod set for corner; 
THENCE: South 48 degrees 47 minutes 49 seconds East, a distance of 238.78 feet to a 1/2 inch 
iron rod set at the beginning of a curve to the left, having a central angle of 59 degrees 54 minutes 
11 seconds, a radius of 130.00 feet and a chord bearing North 78 degrees 44 minutes 55 seconds 
East, a distance of 129.81 feet; 
THENCE: Northeasterly, along said curve to the left, an arc distance of 135.92 feet to a 1/2 inch 
iron rod set at the end of said curve; 
THENCE: North 71 degrees 18 minutes 00 seconds East, a distance of 73.20 feet to a 1/2 inch 
iron rod set for angle point; 
THENCE: South 89 degrees 50 minutes 23 seconds East, a distance of 170.80 feet to a 1/2 inch 
iron rod set for corner in the East line of said DCO Addison at Brookhaven tract and the West 
line of a 70' T. P. and L. Easement, recorded in Volume 70202, Page 1805, Deed Records, Dallas 
County, Texas and the West line of Lot 1, Block A, The Villas at Parkside, Phase 1, recorded in 
Volume 95174, Page 4325, Map Records, Dallas County, Texas; 
THENCE: South 00 degrees 07 minutes 24 seconds East, along the East line of said DCO 
Addison at Brookhaven tract and the West line of said T. P. and L. Easement, a distance of 
200.00 feet to a 1/2 inch iron rod set for corner in the West line of Lot 1, Block A, The Parish 
Episcopal School, recorded in Instrument No. 200600450015, Official Public Records, Dallas 
County, Texas; 
THENCE: South 89 degrees 50 minutes 23 seconds East, departing the East line of said DCO 
Addison at Brookhaven and the West line of said T. P. and L. Easement, a distance of 135.25 feet 
to a 1/2 inch iron rod set at the beginning of a curve to the left, having a central angle of 48 
degrees 57 minutes 26 seconds, a radius of 100.00 feet and a chord bearing South 65 degrees 40 
minutes 54 seconds West, a distance of 82.87 feet; 
NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTS: 
That, DCO Greenhaven LP, a Delaware limited partnership and DCO Addison at Brookhaven 
LP, a Delaware limited partnership, does hereby adopt this plat designating the herein above 
property as VITRUVIAN PARK ADDITION, LOTS 1 AND 2, BLOCK B, an Addition in the 
Town of Addison, Texas, and subject to the conditions, restrictions and reservations stated 
hereinafter, owner dedicates to the public use forever the streets and alleys shown thereon. 
The easements shown on this plat are hereby reserved for the purposes as indicated, including, 
but not limited to, the installation and maintenance of water, SANITARYtary sewer, drainage, electric, 
telephone, gas and cable television. Owner shall have the right to use these easements, provided, 
however, that it does not unreasonably interfere or impede with the provision of the services to 
others. Said utility easements are hereby being reserved by mutual use and accommodation of all 
public utilities using or desiring to use the some. An express easement of ingress and egress is 
hereby expressly granted on, over and across all such easements for the benefit of the provider of 
services for which easements are granted. 
Any drainage and floodway easerrent shown hereon is hereby dedicated to the public's use 
forever, but including the following covenants with regards to maintenance responsibilities. The 
existing channels or creeks traversing the drainage and floodway easement will remain as an 
open channel, unless required to be enclosed by ordinance, at all times and shall be maintained 
by the individual owners of the Ict or lots that are traversed by or adjacent to the drainage and 
floodway easement. The town will not be responsible for the maintenance and operation of said 
creek or creeks or for any damage or injury of private property or person that results from the 
flow of water along said creek, or for the control of erosion. No obstruction to the natural flow of 
water runoff shall be permitted b/ construction of any type of building, fence or any other 
structure within the drainage and floodway easement. Provided, however, it is understood that in 
the event it becomes necessary for the town to channelize or consider erecting any type of 
drainage structure in order to improve the storm drainage, then in such event, the town shall have 
the right, but not the obligation, to enter upon the drainage and floodway easement at any point, 
or points, with all rights of ingress and egress to investigate, survey, erect, construct and maintain 
any drainage facility deemed necessary by the town for maintenance or efficiency of its 
respective system or service. 
Water main and SANITARYtary sewer easements shall also include additional area of working space for 
construction and maintenance of the systems. Additional easement area is also conveyed for 
installation and maintenance of manholes, cleanouts, fire hydrants, water service and sewer 
services from the main to curb or pavement line, and the descriptions of such additional 
easements herein granted shall be determined by their locations as installed. 
This plat is approved subject to III platting ordinances, rules, regulations and resolutions of the 
Town of Addison, Texas. 
DCO Greenhaven LP, a Delaware limited partnership 
DCO Addison at Brookhaven LP, c Delaware limited partnership 
By: DCO Realty, Inc., a are c por tion 
By: -- -- ---- — ------------ 
Mark Culwell, ___-____ (Title) 
STATE OF TEXAS 
COUNTY OF DALLAS 
This instrument was acknovledged before me on -- -- — 2010 by Mark 
M. Culwell, authorized agent for UCO Realty, inc., a Delaware corporation, general partner of 
DCO Greenhaven LP, a Delaware limited partnership and DCO Addison at Brookhaven LP, a 
Delaware limited partnership, on tehalf of said limited partnership. 
GIVEN under my Hand and Seal of Office this the —_ day of —---------- 2010. 
QL 
t"�P, 2/1-� 
_ 
NOTARY P IC in and for the Siate of TEXAS i 
My commission expires: JULIE HOLDS 
-�---- _ ;. Notary Public, State of Texas 
t��s5 My Commission Expires 
March 25, 2014 
SURVEYOR'S CERTIFICATE 
I, J. L. LANE, a Registered Professional Land Surveyor in the State of Texas, do hereby certify 
that I have prepared this plat from an actual on the ground survey of the land, and the monuments 
shown hereon were found and/or placed under my personal supervision in accordance with the 
platting rules and regulations of the City Plan Commission of the Town of Addison. 
GIVENmy Hand and Seal of Office this the DLL-- __ day of --p f _____________, 2010. 
COUN 
DALLAS 
J. L. LAN Ef � V 
REGISTERED PRO SSIONAL LAND SURVEYOR No. 2509 
BEFORE the undersigned authority, a Notary Public in and for the State of Texas on this day 
personally appeo,ed, J. L. LANE, known to me to be the person whose name is subscribed to the 
foregoing instrument, and acknowledged to me that he executed the same for the purposes and 
consideration therein expressed. 
GIVEN under my Hand and Seal of Office this the 
��Lv( �. 
------------ ------------------------- 
NOTARY PUBLIC n and for the State of TEXAS 
My commission expires: 
I 
day of 
________, 2010. 
HEATHER L. MATTESON 
4 
? ^__ Notary Public, State of Texas 
My Commission Expires 
March 05, 2013 
CERTIFICATE OF APPROVAL 
APPROVED this __ day of _ _ 2010, by the Town Council of Addison, 
Texas. 
Mayo 
City Secretary 
THENCE: Southwesterly, along said curve to the left, an arc distance of 85.45 feet to a 1/2 inch 
iron rod set at the end of said curve; 
Conformed Copp 
THENCE: South 41 degrees 12 minutes 11 seconds West, a distance of 471.68 feet to a 1/2 inch 
Official Pr;b_ic Recur.is 
iGorr r oar tc Counf _, h 
iron rod set for angle point; 
Gallas !ourfy. TE 
AAs 
G5i17 2010 11 56:20 AN 
THENCE: South 86 degrees 12 minutes 11 seconds West, a distance of 170.00 feet to a 1/2 inch 
ter 
iron rod set for angle point; 
e rees 47 minutes 49 seconds West, a distance of 70.00 feet to a 1 
THENCE. North 48 d 2 inch g / 
iron rod set for angle point; 2Ciu0a1236 
THENCE: South 86 degrees 12 minutes 11 seconds West, a distance of 43.89 feet to a 1/2 inch 
iron rod set for angle point; 
THENCE: South 41 degrees 12 minutes 11 seconds West, a distance of 60.00 feet to a 1/2 inch 
iron rod set for angle point; PLAT THENCE: North 48 degrees 47 minutes 49 seconds West, a distance of 555.57 feet to the FIf V�lAL 
PLACE OF BEGINNING and containing 11.9630 acres of land. 
LOTS 1 AND 2, BLOCK B 
VITRUVIAN PARK ADDITION 
LOCATED IN THE NOAH GOOD SURVEY A-520 
TOWN OF ADDISON, DALLAS, COUNTY, TEXAS