HomeMy WebLinkAboutFP2015-900081FOR OFFICE USE ONLY
CASE NO.: 15-0 I
DATE SUBMITTED: 00/ I / { j C0
CITY OF C OLLEGE STATION
Home o/Texas A&M Univmity'
FINAL PLAT APPLICATION
T IME : j) '. 60
STAFF: p.,:J:
(Check one) D Minor
($700)
D Amend in g
($700)
~Final
($932)
D Vacating
($932)
D Replat
($932 )
Is this plat in the ET J? D Yes ~ No Is this plat Commercial D or Residentia l [XJ
MINIMUM SUBMITTAL REQUIREMENTS:
~ $700-$932 Final Plat Application Fee (see above).
D $233 Waiver Request to Subdivision Regu lat ions Fee (i f applicable).
[g] $600 (minimum) Deve lopment Pe rmit App li cation I Pub lic In frastruct ure Review and In spectio n Fee . Fee is
1 % of acceptable Eng ineer's Estimate for public infrastructure, $600 min imu m (i f fee is > $600 , the balance is
due prior to the issuance of any plans or development permit).
[gj Application completed in fu ll . Th is application form provided by the City of College Station must be used and
may not be adjusted or altered . Please attach pages if addit io na l information is provided .
~ Six (6) folded copies of plat. (A signed mylar orig inal must be submitted after appro va l.)
[g] Two (2) cop ies of the grading , drainage, and erosion control plans with supporting drainage report .
~ Two (2) copies of the Public infrastructure plans and supporting documents (if applicable).
0 Copy of orig inal deed restricti ons/covenants for rep lats (if applicable).
[gj T itle report for property current within ninety (90) days or accompanied by a Nothi ng Further Certificate
current within nin ety (90) days . The report must include appli cab le info rmat ion such as ownership, liens,
encum brances , etc.
[g] Paid tax certificates from City of Co llege Station , Brazos County and Co lleg e Station l.S .D .
[g] The attached Final Plat c he cklist w ith all items checked off or a brief ex plan ation as to why they are not.
NOTE : A mylar of the approved preliminary plan must be on fi le before a final plat application will be considered
comp lete. If the my la r is submitted with the final plat application , it shal l be considered a sub mi ttal for the
prelim inary plan p roject and processed and r eviewed as su ch . Until th e my lar has been confirmed by staff
to be correct, the final pl at appl ication will be considered incomplete .
Date of Optiona l Preappl ication or Stormwater Management Co nfere nce
NAME OF PROJECT Mission Ranch Phase 1.
ADDR ESS
SPEC IF IED LOCATION OF PROPOSED PLAT:
Near th e intersection of Hollema n Drive and D eaco n Drive
APPLICANT/PROJ ECT MANAGER'S INFORMATION (Primary contact for the project):
Name BCS Rock Prairie Road LP E-mail ccooper@cal dwellcos.com
S treet Address 1700 Resea rch Pkwy Ste 110
Ci ty College Sta tion State Tx ---------Zip Code 77845 ------
Phone Nu mber 979-260-7000 Fax Numbe r -----------------
Revised 4/14 Page 1 of 9
PROPERTY OWNER 'S INFORMATION (All owners must be identified. Please attach an additional sheet for multiple
owners):
Name E-mail
Street Address
City State Zip Code
Phone Number Fax Number
ARCHITECT OR ENGINEER'S INFORMATION: /)
Name "'d \u~ 1
; Prov.JM! ~;J'\tt~ .. :l CJJ/)~1~;,_\ail
Street Address [Obj W4'i>J.~
City Gnt~( s.i.t~~ State
Phone Number 0°1.)..-) S"S'O
~~-~--------------
Zip Code 77<(; l/-5"
Fax Number
Do any deed restricti ons or covenants exist for this property? 0 Yes ~ No
Is there a temporary blanket easement on this property? If so, please pro vide the Volum e ____ and Page No . __ _
Total Acreage Total No . of Lots 3~
Existing Use ~
Number of Lots B oning District
Proposed Use
3<i I
Average Acreage Of Each Residential Lot By Zoning District:
o:z.1 1 gs
Floodplain Acreage ___ 0 _________________________________ _
Is there Special Flood Hazard Area (Zone A or Zone AE on FEMA FIRM panels) on the property? I Yes fj( No
This information is necessary to help staff identify the appropriate standards to review the appl ication and will be used to
help determ ine if the application qualifies for vesting to a previous ord inance . Notw ithstanding any assertion made ,
vesting is limited to that which is provided in Chapter 245 of the Texas Loca l Government Code or other applicable law .
Is th is application a continuation of a project that has received prior City platting approval(s) and you are requesting the
application be reviewed under previous ordinance as applicable?
I Yes
I No
If yes , prov ide information regarding the first approved appl ication and any related subsequent appl ications (provide
additional sheets if necessary ):
Project Name :
City Project Number (if known):
Date I Timeframe when submitted :
Re vi se d 4/14 Page 2 of 9
A statement addressing any differences be twe en the Final Plat and Preliminary Plan (if applicable):
Requested waiver to subdi v is ion requ lations and reason for same (if app licab le):
Regarding the waiver request , explain how :
1. There are special circumstances or conditions affe ct in g the land involved such t hat strict appl icatio n of the
subd ivi sion regu latio ns wi ll deprive the applicant of the reasonable use of his land .
2 . The wai ver is necessary for the preservation and en joymen t of a substantia l property right of the app licant.
3. The gran ting of the waiver will not be detrimental to t he pub lic hea lth , safety, or w e lfa re , or injurious to other
prop erty in th e area, or to the City in administe ring subdivision regu lat ions .
4 . The granting of the wa iver will not have the effect of preventing the order ly subdiv ision of other la n d in the area in
accordance w ith the provision s of th e Unified Deve lo pment Ordinance .
Fee in lieu of sidewalk construction is being requested because of the fol lowing condition (if applicable):
1. C An alternative pede strian way or mu lt i-use path has bee n or will be provided outs ide the right-of-w ay ;
2. I i The presence of uni que or unusual topog raph ic , vegeta tive , or othe r natural cond itions exist so that strict
adherence to the sidewalk requirements of th e UD O is not physi call y feasible or is not in kee ping with the
purposes and goa ls of the UDO or the City's comprehensive Plan ;
3. L! A cap ital improvement project is imminen t that will include construction of th e require d sidewa lk . Imminent shall
mean the project is funded or projected to commence within tw elve (12) months ;
4 . Ci Ex isting streets constructed to rura l section that are not identifie d on the T horoughfare Plan with an es tate I
rura l con te xt;
5 . C When a sidewalk is requ ired along a street where a multi-use path is shown on the Bicycle , Pedestrian, and
Green ways Master Pl an ;
Revised 4/14 Pag e 3 of 9
6. I The proposed development is within an older residential subd ivis ion meeting the criteria in Platting and
Replatting within Older Residential Subdivisions Section of the UDO ; or
7. C The proposed d evelopment contains frontage on a Freeway I Expressway as des ignated by Map 6.6,
Thoroughfare Plan -Functional Classi fi cation , in the City 's Comprehens ive Plan.
Detailed ex planation of condit ion identified above:
NOTE: A waiver to the sidewalk requirements and fee in lieu of sidewalk co ns truction sha ll not be considered at the
same time by the Planning & Zon ing Commissio n .
Requested Oversize Participation ________________________________ _
Total Linear Footage of
Proposed Public :
24//6 Streets
'oo S idewalks
~San i tary Sewer Lines
1.:Z:Zb Water Lines
_D_ Channel s
?of Storm Sewers
0 Bike Lanes I Paths
Parkland Dedicat i on due prior to filing the Final Plat:
ACREAGE:
___ No. of acres to be dedicated + $ ____ development fee
___ No . of acres in floodpla in
No. of acres in detention ---
___ No. of acres in greenways
OR
FEE IN LIEU OF LAND:
No. of SF Dwell ing Units X $ = $ ---------
(date) Approved by Parks & Recreation Advisory Board -----
NOTE : DIGITAL COPY OF PLAT MUST BE SUBMITTED PRI OR TO FILING .
The applicant has prepared this application and certifies that the facts stated herein and exlnibits attached hereto are
true , correct, and complete. IF THIS APPLICATION IS FILED BY AN Y ONE OTHER THAN THE OWNER OF THE
PROPERTY , th is application must be accompanied by a power of attorney statement from the owner. If there is more
than one owner, all owners must sig n the application or the power of attorney. If the owner is a company , the application
must be accompanied by proof of authority for the company's rep resentative to sign the app li cation on its behalf. LI EN
HOLDERS identified in the title report are also cons idered owners and the appropriate signatures must be provided as
described above .
Dat e
Re vise d 4/14 Pa ge 4 of 9
CERTIFICATIONS REQUIRED FOR ALL DEVELOPMENT
Owner Certification:
1. No work of any kind may start until a permit is issued.
2. The permit may be revoked if any false statements are made herein .
3. If revoked, all work must cease until permit is re-issued.
4. Development shall not be used or occupied until a Certificate of Occupancy is issued.
5. The permit will expire if no significant work is progressing with in 24 months of issu;mce.
6. Other permits may be required to fulfill local, state, and federal requirements . Owner will obtain or show
compliance with all necessary State and Federa l Permits prior to construction including NOi and SWPPP.
7. If requ ired, Elevation Certificates will be provided with elevations certified during construction (forms at slab pre-
pour) and post construction.
8 . Owner hereby gives consent to City rep resentatives to make reasonab le inspections requ ired to verify
compliance.
9 . If, stormwater mitigation is required, including detention ponds proposed as part of this project, it shall be
designed and constructed first in the construction sequence of the project.
10 . In accordance with Chapter 13 of the Code of Ordinances of the City of College Station , measures shall be taken
to insure that all debris from construction, erosion , and sedimentation shall not be deposited in city streets, or
existing drainage facilities. All development shall be in accordance with the plans and specifications submitted to
and approved by the City Engineer for the above named project. All of the applicable codes and ordinances of the
City of College Station shall apply.
11. The information and conclusions contained in the attached plans and supporting documents will comply with the
current requirements of the City of College Station , T exas City Code, Chapter 13 and associated BCS Unified
Design Guidelines Technical Specificatio ns, and Standard Details. All development has been designed in
accordance with all applicable codes and ordinances of the City of College Station and State and Federal
Regulations .
12 . Release of plans to (n ame or firm) is au thorized for b idding purposes
only. I understand that final approval and release of plans and development for construction is contingent on
contractor signa tu re on approved Development Permit.
13. I, THE OWNER, AGREE TO AND CERTIFY THAT ALL STATEMENTS HEREIN , AND IN ATTACHMENTS FOR
THE DEVELOPMENT PERMIT APPLICATION, ARE , TO THE BEST OF MY KNOWLEDGE, TRUE, AND
ACCURATE . Q Pm~•it 0J.S.li
Engineer Certification:
1. The project ha s been designed to ensure that stormwater mitigation , including detention ponds, proposed as part
of the project will be constructed first in the construction sequence .
2. I will obtain or can show compliance with all necessary Local , State and Federal Permits prior to construction
including NOi and SWPPP. Design will not preclude complian ce with TPDES: i.e ., projects over 10 acres may
require a sedimentation basin.
3. The information and conclusions contained in the attached plan s and supporting documents comply with the
current requirements of the City of College Station, Texas City Code, Chapter 13 and associated BCS Unified
Design Guidelines. All development has been designed in accordance with all applicable codes and ordinances
of the City of College Station and State and Federal Regulations .
4. l , THE ENGINEER, AGREE TO AND CERTIFY THAT ALL STATEMENTS HEREIN , AND IN ATTACHMENTS
FOR THE DEVELOPMENT PERMIT APPLICATION, ARE, TO THE BEST OF MY KNOWLEDGE, T RUE, AND
AC~UrTE. l;,r
r ~l. [{Mr__
Engini rV
I
Revised 4/14
I
Date
Pag e 5 of 9
The following CERTIFICATIONS apply to development in Special Flood Hazard Areas.
Required for Site Plans, Final Plats, Construction Plans, Fill/ Grading Permits, and Clearing Only
Permits:*
A. I, Jeffery L. Robertson certify , as demonstrated in the attached drainage study, that the
alterations or develop ment covered by this pe rm it , shall not:
(i) increase the Base Flood elevation;
(ii) create additional areas of Special Flood Hazard Area;
(iii) decrease the conveyance capacity to that part of the Special Flood Hazard Area tha t is not in the floodway
and where the velocity of flow in the Base Flood event is greater than one foot per second. This area can
also be approximated to be either areas within 100 feet of the boundary of the regulatory floodway or
areas where the depth of from the BFE to natural ground is 18 inches or greater ;
(iv) reduce the Base Flood water storage volume to the part of the Special Flood Hazard Area that is beyond
the floodway and conveyance area where the velocity of flow in the Base Flood is equal to and less than
one foot per second without acceptable compensation as set forth in the City of College Station Code of
Ordinances , Chapter 13 con cerning encroachment into the Special Flood Hazard Area; nor
(v) increase Base Flood velocities .
:~ho;~ i'{:pt.d by mi;nance ;n SecHon 5.11.3~~ptec 13 Code of om;nance'
Initial
D • If a platting-status exemption to this re qui remen t is asserted , prov ide written justification under separate
letter in lieu of certification .
Required for Site Plans, Final Plats, Construction Plans, and Fill J Grading Permits:
B. I, , certify to the following:
(i) that any nonresidential or mult i-fam ily structure on or proposed to be on this site as part of this application is
designed to prevent damage to the structure or its contents as a resu lt of flooding from the 100-year storm .
Eng ineer Date
Additional certification for Floodway Encroachments:
C. I, ----------------·' certify that the construction , improvement, or fill covered by this
permit shall not increase the base flood elevation . I w ill apply for a variance to the Zoning Boa rd of Adjustmen ts.
Engineer Date
Revised 4/14 Page 6 of 9
Required for all projects proposing structures in Special Flood Hazard Area (Elevation Certificate
required).
Residential Structures:
D. I, , certify that all new construction or an y substant ial improvement
of any residential structure shall have the lo west floor, including all util iti es, ductwork and any basement, at an
elevation at least one foot above the Base Flood Eleva tion. Required Elevation Certificates will be provided w ith
elevations certifi ed durin g construction (fo rms at slab pre -pour) and post construction .
Engineer I Surveyo r Date
Commercial Structures:
, certify that all new construction or any subs t antial improvement
of any commercia l, industrial , or other non-residential structure are designed to have the lowest floor , including all
utilities, ductwork and basem ents , elevated at least one foot above the Base Flo od Elevation
Engineer I Surveyor Date
OR
I, , certify that the structure with its attendant utility , ductwork,
basement and sa nitary facilities is designed to be flood -proofed so that the structure and utilities , ductwork ,
basement and sanitary facilities are designed to be watert ight and impermeable to the intrusion of water in all
areas below the Base Flood Elevation , and shall resist the structural loads and buoyancy effects from the
hydrostatic and hydrodynamic conditions .
Required Elevation Certificates will be provided with elevations certified during const ru ct ion (forms at slab pre-
pour) and post construction .
Engineer I Surveyor Date
Conditi ons or comme nts as part of a pproval :
Revised 4(14 Page 7 of9
Existing
lRI
lRI
lRI
FINA L PLAT MINIMUM REQU IRE MENTS
(ALL CITY ORDINANCES MUS T BE MET)
INCLUDING BUT NOT LIMIT E D TO THE FO L LOWING:
(R equirements base d on fi eld survey an d m arked by monum en ts and m arkers .)
lRJ Drawn on 24" x 36" s heet to scale of 1 OD ' per inch .
lRJ Vicin ity ma p w hi ch includes enough of surroundi ng area to show general location of subject prope rty in
re latio nship to Coll e ge Sta tion a nd its City Limits . No sca le req uired but in cl ude north arrow.
lRJ Title Block w ith the follow ing information :
lRJ Name and addre ss of subd ivider, recorded own er, planne r, e ngineer and surveyor.
lRJ Proposed name of subd ivision. (Subdivision name & street names w ill be approved through Brazos
Coun ty 911 .) ·
lRJ Date of preparation .
lRJ Engineer's sca le in feet.
lRJ Total area intende d to be developed .
lRJ Nort h Arrow.
lRJ Subd iv ision boundary indicat ed by heavy lines .
lRJ If more t han 1 sheet, an index sheet showing ent ire subdiv isio n at a scale of SOD f eet per inch or
larger.
lRJ A ll applicable certi fi cat ions based on the type of final plat.
lRJ Ownership and Ded icat ion
lRJ S urveyor and/o r Engineer
D C it y Engi nee r (and City Pl an ner, if a mi nor plat)
D P lanning and Z oning Comm is sion (de lete if m ino r plat )
lRJ Brazos County Clerk
D Brazos Co unty Comm issioners Court Appro v al (E T J Plats only )
lRJ If subm itting a re plat where there are exis ti ng im prove m ents, sub mit a survey of the subj ec t property
showing the improv ements to ensure that no encro achments will be c reated .
D If using pri vate sept ic sys tems, add a general not e on t he pla t th at no private sewag e facility may be
ins talled on any lot in th is subd ivis ion witho ut t he issuance of a license by the Brazos County
Hea lth U nit un der th e provis ions of th e priva te faci lity reg ulations adopted by the Commissioner's
Court of Brazos County , pursuant to the provisions of Secti on 21 .D84 of the T exas Water Code .
lRJ Location of the 10 0-Year F loodplain and flood w ay , if appl ica bl e , according to th e most recent ava il able
da ta .
~ Lot corner markers a nd survey mon umen ts (by symbol) and clearly tie d to basic survey data.
lRJ Matches the approved prelim inary plan or qua li fies as minor ame n dments (UDO Section 3.3 .E.2).
~ The locati on and descripti on with accurate dimen si ons , bearings or deflectio n ang les and radi i, area, center
angle , degree of curvature , tang en t d istance and leng t h of all curves fo r all of the
fo llowing : (Show existing items tha t are inte rsecting or co nt igu ous with the bo undary of or forming a
bou nda ry wi t h th e subd ivisio n , as we ll as , those wi thi n th e sub divi sion).
Pro posed
~
~
~
Streets . Continuous or end in a cul-de -sac , stubbed out streets must en d in to a temp
turn around un less they are shorter t ha n 1 DO feet.
Publ ic and pri vate R .O .W. locations an d wid t hs. (All ex isting and proposed R.O .W .'s
sufficient to meet Thoroughfare Plan .)
St reet offsets and/or intersection ang les meet ordin ance.
Revi sed 4/14 Page 8 of 9
Existing
[g]
[g]
[g]
[g]
Proposed
[g]
[g]
[g]
[g]
Alleys.
Easements .
A number or letter to identify each lot or site and each block (numbered sequentially).
Parkland dedication/greenbe lt area/park linkages . All proposed ded ications must be
revie wed by the Parks and Recreation Advisory Board and documentation of their
recommendation provided prior to being schedu led for P&Z Commission consideration .
[gl Construction documents for all public infrastructure drawn on 24" x 36" sheets and properly
sealed by a Licensed Texas Professional Engineer that include the following :
[gl Street, alley and sidewalk plans , profiles and sections . One sheet must show the overall
street, alley and/or sidewalk layout of the subdivision. (may be combined with other
uti lit ies).
[g] Sewer Design Report.
(g) Sanitary sewer plan and profile showing depth and grades . One sheet must show the
overall sewer layout of the subdivision . (Utilities of sufficient size/depth to meet the utility
master plan and any future growth areas.)
[g] Water Design Report and/or Fire Flow Report.
[g] Water line plan showing fire hydrants, valves , etc. with plan and profile lin es showing
depth and grades. One sheet must show the overall water layout of the subdivision .
(Utilities of suffic ient size/depth to meet the utility master plan and any future growth
areas.)
[g] Storm drainage system plan with contours, street profile , inlets, storm sewer and
drainage channels, with profiles and sections . Drainage and runoff areas, and runoff
based on 5, 10 , 25 , 50 and 100 year rain intensity . Detailed drainage structure design ,
channel lining design & detention if used . One sheet must show the overall drainage
layout of the subd ivisio n.
[gj Detailed cost estimates for all public infrastructure listed above sealed by Texas P.E .
[gl Letter of completion for public infrastructure or guarantee I surety in accordance with UDO
Section 8.6.
[gl Drainage Report with a Technical Des ign Summary .
[g] Erosion Control Plan (mus t be included in construction plans).
[gj All off-site easements necessary for infrastructure construction must be shown on the final plat with a
volume and page listed to indicate where the separate instrument easements were filed.
Separate instrume nt easements must be provided in recordable form to the Ci ty prior to being scheduled
for P&Z Com mission consideration.
[gl Are there impact fees associated with this development?
Impact fees must be paid prior to building permit.
[gl Will any construction occur in TxDOT rights-of-way?
D Yes [gj No
D Yes [gj No
If yes, TxDOT permit must be submitted along with the construction documents.
NOTE: 1 . We will be requesting the corrected Final Plat to be submitted in dig ital form if avai lable prior to filing
the plat at the Courthouse.
Revised 4/14
2. If the construction area is greater than 5 acres, EPA Notice of Intent (NO i) must be submitted prior to
issu ance of a development permit.
Page 9 of 9
CERTIFICATE OF RESOLUTION
OF
BCS ROCK PRAIRIE GP, L.L.C.
September 1, 2012
I, the W1dersigned Secretary or Assistant Secretary ofBCS ROCK PRAIRIE GP, L.L.C. (the
"Company"), hereby certifies that the Company is organized and existing under and by virtue oft.he
laws of the State of Texas as a limited liability company, with its principal office located in Houston,
Harris County, Texas.
I further certify that at ameeting oft.he Members of the Company, or by authorized action oft.he
Managers without meeting, the Members duly adopted the following resolutions:
RESOLVED , that FRED F. CALDWELL, President of the Company or
CLINT COOPER, Vice-President of the Company, act ing in its capacity as the
General Partner ofBCS ROCK PRAIRIE, L.P., a Texas limited partnership, (the
"Partnership"), or any Officer of the Company acting in such capacity authorize, enter
into, complete, execute, sign, or submit any and all permit applications, development
agreements or applications, planning and zoning requests, utility agreements or
applications, general plans, preliminary and final plats, or any other similar
development related instrument, application or request on such terms and conditions
as FRED F. CALDWELL or CLINT COOPER or sai d other Officer shall in his
discretion determine to be appropriate.
RESOLVED FURTHER, that the Company execute in the name of and on
behalf of the Partnership, and deliver any instruments, applications, agreements or
documents of any kind or nature whatsoever, and to take from time to time any other
actions which such partner shall in its discretion determine to be necessary or
appropriate to effect the transactions contemplated by any such document or
instrument, whether upon the terms and conditions set forth in such documents and
instruments or upon such other terms and conditions as such partner in its discretion
shall determine to be appropriate, and the execution and delivery of any document or
instrument by such partner shall constitute conclusive evidence that the terms and
conditions contained in said documents or instruments have been determined to be
appropriate by Fred F. Caldwell or Clint Cooper or such other Officer on behalf of
the Partnership pursuant to this Consent.
RESOLVED FURTHER, that any and all other actions heretofore taken by
any Officer or Officers of the Company, in its capacity as General Partner of the
Partnership, to execute and deliver any of the agreements authorized by the foregoing
resolutions , or to take any of the actions authorized by the foregoing resolutions are
hereby approved, ratified and confirmed in all respects.
I, further certify that each Officer is duly elected or appointed by or for the Company and occupies the
position with the Company stated above; that the foregoing Resolutions now stand of record on the
books of the Company; and that the Resolutions are in full force and effect and have not been modified
or revoked in any manner.
IN TESTIMONY WHEREOF, I have hereunto set my hand, this the _/ day o\~frM ht.<. ,
2012 .
Certificate of Resolution
2
Through Tax Year
2014 TAX CERTIFICATE Certificate #
44139
Issued By:
KRISTEEN ROE , CTA PH# (979) 361-4470
BRAZOS COUNTY TAX ASSESSOR COLLECTOR
300 E. WM . J BRYAN PKWY
BRYAN, TX 77803
Owner ID: 509101 100 .00%
BCS ROCK PRAIRIE LP
7904 N SAM HOUSTON PKWY W
FL 4
HOUSTON , TX 77064-3460
Property Information
Property ID : 15081 Geo ID : 011901 -0 001-0000
Legal Acres : 109 .3700
Legal Desc :
Situs :
A01190 1, J ERWIN (ICL), TRACT 1, 109 .37 ACRES
WALNUT RD ,
OBA:
Exemptions :
For Entities
BRAZOS COUNTY
CITY OF COLL. STAT.
COLLEGE STATION ISO
EMG SVCS DIST #1
Z REFUND ENTITY
Value Information
Improvement HS: 0
0
0
Improvement NHS :
Land HS :
Land NHS:
Productivity Market:
Productivity Use:
Assessed Value
1,093,700
0
0
1,093 ,700
Current/Delinquent Taxes
This is to certify that, after a careful check of the tax records of this office, the following delinquent taxes, penalties , interes
and any known .costs and expenses as provided by Tax Code §33.48, are due on the described property for the following
taxing unit(s):
Year Entity
Totals:
Effective Date: 03/10/2015
Tax Certificate Issued for:
CITY OF COLL . STAT.
BRAZOS COUNTY
COLLEGE STATION ISD
Taxable
Taxes Paid in 2014
' 4 ,948 .99
5 ,304.45
15 ,093 .05
_Tax .Due
o.ob
Disc./P&I
0.00
Attorney Fee
0.00 .
Total Due if paid by : 03/31 /2015
Thi s certificate is issued on real
e state only. It does nor include
mine rals a nd /or personal prope rl y
Total Due
0.00
0 .00
If applicable, the above-described property has/is receiving special appraisal based on its use, and additional rollback taxes may become
due based on the provisions of the special appraisal (Comptroller Rule 9.3040) or property omitted from the appraisal roll as described
under Tax Code Section 25.21 is not included in this certificate [Tax Code Section 31.0B(b)].
Pursuant to Tax Code Section 31.08, if a person transfers property accompanied by a tax certificate that erroneously indicates that no
delinquent taxes, penalties or interest are due a taxing unit on the property or that fails to include property because of its omission from an
appraisal roll, the unit's tax lien on the property is extinguished and the purchaser of the property is absolved of liability to the unit for
delinquent taxes, penalties or interest on the property or for taxes based on omitted property . The person who was liable for the tax for the
ear the tax was im osed or the ro e was omitted remains ersonall liable for the tax and for an enalties or interest.
A tax certificate issued through fraud or collusion is void.
This certificate does not clear abuse of granted exemptions as defined in Section 11.43 Paragraph(1) of the Texas Property Tax Code .
Date of Issue :
Requested By :
Fee Amoun t:
Reference #:
03 /10/2015
MCCLURE & BROWNE ENGINEER
10 .00
Page: 1
True Automation, Inc.
Through Tax Year
2014
Issued By:
TAX CERTIFICATE
KRISTEEN ROE , CTA PH# (979) 361 -4470 Property Information
Certificate #
44140
BRAZOS COUNTY TAX ASSESSOR COLLECTOR
300 E. WM . J BRYAN PKWY
Property ID : 15088 Geo ID : 01190 1-0002 -0050
BRYAN , TX 77803
Owner ID: 509101 100 .00 %
BCS ROCK PRAIRIE LP
7904 N SAM HOUSTON PKWY W
FL4
HOUSTON , TX 77064 -3460
Legal Acres : 3.7000
Legal Desc :
Situs :
A0119 01 , J ERWIN (ICL), TRACT 2.5 , 3.7 ACRES
ABBATE (PVT) RD ,
OBA:
Exemptions :
For Entities
BRAZOS COUNTY
CITY OF CO LL. STAT.
COLLEGE STATION ISO
EMG SVC S DI ST #1
Z REFUND E NTITY
Current/Delinquent Taxes
Value Information
Improvement HS :
Improvement NHS :
Land HS :
Land NHS:
Productivity Ma rket:
Productiv ity Use :
Assessed Value
0
0
0
0
37 ,000
480
48 0
This is to certify that, after a careful check of the tax records of this office, the following delinquent taxes, penalties , interes
and any known costs and expenses as provided by Tax Code §33.48, are due on the described property for the following
taxing unit(s):
Year Entity
Totals:
Effective Date : 03/10/2015
Tax Certificate Issued for:
CITY OF COLL. STAT.
BRAZOS COUNTY
COLLEGE STATION ISO
.;·Taxable
·::.:·" Tax Due
0.00
Disc./P&I
0.00
Attorney Fee
0.00
Total Due if paid by : 03/31/2015
This certif ica te i s is sued on rea l
estate on ly. It does not incl ude
m inerals and/or persona l prop ert y.
SPECIAL CONDITIONS EXIST ON
'fHIS ACCO UNT, SEE BELOW
' Taxes Paid in 2014
-2 .18
2 .33
6.62
Total Due
0.00
0 .00
If applicable, the above-described property has/is receiving special appraisal based on its use , and additional rollback taxes may become
due based on the provisions of the special appraisal (Comptroller Rule 9.3040) or property omitted from the appraisal roll as described
under Tax Code Section 25 .21 is not included in this certificate [Tax Code Section 31.0S(b)].
Pursuant to Tax Code Section 31 .08, if a person transfers property accompanied by a tax certificate that erroneously indicates that no
delinquent taxes, penalties or interest are due a taxing unit on the property or that fails to include property because of its omission from an
appraisal roll, the unit's tax lien on the property is extinguished and the purchaser of the property is absolved of liability to the unit for
delinquent taxes, penalties or interest on the property or for taxes based on omitted property. The person who was liable for the tax for the
ear the tax was im osed or the ro e was omitted remains ersonall liable for the tax and for an enalties or interest.
A tax certificate issued through fraud or collusion is void.
This certificate does not clear abuse of granted exemptions as defined in Section 11.43 Paragraph(1) of the Texas Property Tax Code .
May Be Subject to Court Costs if Suit is Pending
-~AL ·--~~--
Date of Issue :
Requested By :
Fee Amount:
Reference #:
03/10 /2015
MCCLURE & BROWNE ENGINEER
10.00
Page : 1
True AUlomation, Inc.
Through Tax Year
2014 TAX CERTIFICATE Certificate #
44141
Issued By:
KRISTEEN ROE , CTA PH# (979) 361-4470
BRAZOS COUNTY TAX ASSESSOR COLLECTOR
300 E. WM . J BRYAN PKWY
BRYAN , TX 77803
Owner ID: 509101 100 .00%
BCS ROCK PRAIRIE LP
7904 N SAM HOUSTON PKWY W
FL 4
HOUSTON , TX 77064-3460
Property ID :
Legal Acres :
Legal Desc :
Situs :
OBA:
Exemptions :
Property Information
15082 Geo ID : 011901 -0002 -0000
2 .0000
A011901 , J ERWIN (ICL), TRAC T 2, 2. ACR ES
4080 ABBATE (PVT) RD ,
For Entities
BRAZOS COUNTY
Value Information
CITY OF COL L. STAT.
COLLEGE STATION ISO
EMG SVCS DIST #1
Z REFUND ENTITY
Improvement HS :
Improvement NHS :
Land HS:
Land NHS :
Productivity Market:
Productivity Use :
Assessed Value
102 ,780
0
20,000
0
0
0
122 ,780
Current/Delinquent Taxes ·
This is to certify that, after a careful check of the tax records of this office , the following delinquent taxes , penalties, interest
and any known costs and expenses as provided by Tax Code §33 .48, are due on the described property for the following
taxing unit(s):
Year Entity
Totals :
Effective Date : 03/10/2015
Tax Certificate Issued for:
CITY OF COLL. STAT .
BRAZOS COUNTY
COLLEGE STATION ISO
Taxable Tax Due
0.00
Disc./P&I
0.00
Attorney Fee
0.00
Total Due if paid by : 03/31/2015
'
Thi s certificate is issued on real
estate only. It do es not include
minerals and/or personal property.
Taxes Paid in 2014
555.58
595.48
1,694 .36
Total Due
0.00
0.00
If applicable, the above-described property has/is receiving special appraisal based on its use , and additional rollback taxes may become
due based on the provisions of the special appraisal (Comptroller Rule 9.3040) or property omitted from the appraisal roll as described
under Tax Code Section 25.21 is not included in this certificate [Tax Code Section 31 .0S(b)].
Pursuant to Tax Code Section 31 .08, if a person transfers property accompanied by a tax certificate that erroneously indicates that no
delinquent taxes , pena lties or interest are due a taxing unit on the property or that fails to include property because of its omission from an
appraisal roll, the unit's tax lien on the property is extinguished and the purchaser of the property is absolved of liability to the unit for
delinquent taxes , penalties or interest on the property or for taxes based on omitted property. The person who was liable for the tax for the
vear the tax was imposed or the property was omitted remains personally liable for the tax and for any penalties or interest.
A tax certificate issued through fraud or collusion is void .
This certificate does not clear abuse of granted exemptions as defined in Section 11.43 Paragraph(1) of the Texas Property Tax Code.
Date of Issue:
Requested By :
Fee Amount:
Reference #:
03/10/2015
MCCLURE & BROWNE ENGINEER
10.00
Pa ge : 1
True Automation, 1nc.
Through Tax Year
2014 TAX CERTIFICATE Certificate #
44142
Issued By:
KRISTEEN ROE , CTA PH# (9 79 ) 361-4470
BRAZOS COUNTY TAX ASSESSOR COLLECTOR
300 E. WM. J BRYAN PKWY
BR YAN , TX 77803
Owner ID: 509101 100.00%
BCS ROCK PRAIRIE LP
7904 N SAM HOUSTON PKWY W
FL 4
HOUSTON , TX 77064-3460
Property Information
Property ID : 15087 Geo ID : 011901-0002 -0040
Legal Acres : 122 .1010
Legal Desc :
Situs :
A011901 , J ERWIN (ICL), TRACT2.4 , 122 .101 ACRES
ABBATE (P VT) RD ,
OBA:
Exemptions :
For Entities
BRAZOS COUNTY
CITY OF COLL. STAT .
CO LLE GE STATION IS O
EMG SVCS DIST #1
Z REFUND ENTITY
Value Information
Imp roveme nt HS: 0
5 ,000
0
0
1,221,010
15 ,87 0
20 ,870
Improvement NHS :
Land HS :
Lan d NHS :
Prod uct ivity Market:
Productivity Use:
Assessed Va lue
Current/Delinquent Taxes
This is to certify that, after a careful check of the tax records of this office, the following delinquent taxes, penalties , interest
and any known costs and expenses as provided by Tax Code §33.48 , are due on the descri bed property for the following
taxing unit(s):
Year EntitY
Totals :
Effecti ve Da te : 03/10/2015
Tax Certificate Issued for:
CITY OF COLL. STAT.
BRAZOS COUN TY
COLLEGE STATION ISD
Taxable Tax Due
0.00
Disc ./P&I
0 .00
Attorney Fee
0.00
Tota l Due if paid by: 03/31/201 5
This ce rtificat e is iss ued ·0 0 real
estate only. It does no t includ e
minera ls and/or per sona l property.
SPECIAL CON
'fHIS ACCOUN~TTSET?ENBS EXIST ON
• ELOW
Taxes Paid in 2014
94.44
101 .22
288 .01
Total Due
0 .00
0.00
If applicable, the above-described property has/is receiving special appraisal based on its use , and additional rollback taxes may become
due based on the provisions of the special appraisal (Comptroller Rule 9.3040) or property omitted from the appraisal roll as described
under Tax Code Section 25 .21 is not included in this certificate [Tax Code Section 31.0B(b)].
Pursuant to Tax Code Section 31 .08 , if a person transfers property accompanied by a tax certificate that erroneously indicates that no
delinquent taxes , penalties or interest are due a taxing unit on the property or that fails to include property because of its omission from an
appraisal roll ,.the unit's tax lien on the property is extinguished and the purchaser of the property is absolved of liabilitY to the unit for
delinquent taxes, penalties or interest on the property or for taxes based on omitted property. The person who was liable for the tax for the
vear the tax was imposed or the propertv was omitted remains personally liable for the tax and for any penalties or interest.
A tax certificate issued through fraud or collusion is void .
This certificate does not clear abuse of granted exemptions as defined in Section 11 .43 Paragraph(1) of the Texas Property Tax Code.
Date of Issue :
Requested By :
Fee Amoun t:
Reference #:
03/10/2 015
MCCLURE & BROWNE ENGINEE R
10.00
Page : 1
True Automation.Inc.
Through Tax Year
2014
Issued By:
TAX CERTIFICATE
KRISTEEN ROE , CTA PH# (979) 361-4470 Property Information
Certificate #
44143
BRAZOS COUNTY TAX ASSESSOR COLLECTOR
300 E. WM . J BRYAN PKWY
Property ID : 15083 Geo ID : 011901-0002 -0010
Legal Acres : 12 .3650
BRYAN , TX 77803 Legal Desc :
Situs :
A011901 , J ERWIN (ICL ), TRACT 2.1, 12 .365ACRES
12292 TWIN LAKES (PVT) CIR ,
DBA :
Exemotions :
Owner ID: 509101 100 .00% For Entities
BRAZOS COUNTY
Value Information
BCS ROCK PRAIRIE LP
7904 N SAM HOUSTON PKWY W
FL 4
HOUSTON , TX 77064-3460
CITY OF COLL. STAT.
COLLEGE STATION ISO
EMG SVCS DIST #1
Z REFUND ENTITY
Current/Delinquent Taxes
Improvement HS :
Improvement NHS :
Land HS :
Land NHS :
Productivity Market:
Productivity Use :
Assessed Valu e
108 ,640
0
22,000
0
25 0 ,030
1,480
132 ,120
This is to certify that, after a careful check of the tax records of this office, the following delinquent taxes, penalties , interes
and any known costs and expenses as provided by Tax Code §33.48, are due on the described property for the following
taxing unit(s):
Year Entity
Totals:
Effective Date : 03/10/2015
Tax Certificate Issued for:
CITY OF COLL . STAT.
BRAZOS COUNTY
COLLEGE STATION ISO
··. Tax Due ·
0.00
Disc./P&I
0.00
Attorney Fee
0.00
Total Due if paid by : 03/31/2015
This certificate is is sued on real
e , tate only. 1t doe s not include
minera l s and/or r e rso na l proper ty.
SPECIAL CONDITIONS-EXIST ON
THIS ACCOUN T, SEE BELOW
Taxes Paid in 2014
597 .84
640 .78
1,823 .26
Total Due
0 .00
0 .00
If applicable, the above-described property has/is receiving special appraisal based on its use, and additional rollback taxes may become
due based on the provisions of the special appraisal (Comptroller Rule 9.3040) or property omitted from the appraisal roll as described
under Tax Code Section 25 .21 is not included in this certificate [Tax Code Section 31.08(b)].
Pursuant to Tax Code Section 31.08, if a person transfers property accompanied by a tax certificate that erroneously indicates that no
delinquent taxes, penalties or interest are due a taxing unit on the property or that fails to include property because of its omission from an
appraisal roll , the unit's tax lien on the property is extinguished and the purchaser of the property is absolved of liability to the unit for
delinquent taxes, penalties or interest on the property or for taxes based on omitted property. The person who was liable for the tax for the
ear the tax was im osed or the ro e was omitted remains ersonall liable for the tax and for an enalties or interest.
A tax certificate issued through fraud or collusion is void.
This certificate does not clear abuse of granted exemptions as defined in Section 11.43 Paragraph(1) of the Texas Property Tax Code.
Ma~~su;1;s Pend;ng
r a '' ·--_.,...Lt'. ___ -£ r---11 ............. _ AU;,..,...
Date of Issue :
Requested By :
Fee Amount:
Reference #:
03/10 /2 015
MCCLURE & BROWNE ENGINEER
10 .00
Page : 1
True"utomation, Inc .
Through Tax Year
2014 TAX CERTIFICATE Certificate #
44144
Issued By:
KRISTEEN RO E, CTA PH# (979) 361-4470
BRAZOS COUNTY TAX ASSESSOR COLLECTOR
300 E. WM . J BRYAN PKWY
BRYAN , TX 77803
Owner ID : 509101 100 .00%
BCS ROCK PRAIRIE LP
79 04 N SAM HOUSTON PKWY W
FL4
HOUSTON , TX 77064-3460
Property Information
Property ID : 15084 Geo ID : 011901 -000 2-00 20
Legal Acre s: 12.4170
Legal De sc :
Situs:
A011901 , J ERWIN (IC L), TRACT 2.2, 12.417 ACRES
12270 TWIN LAKES (PVT) CIR ,
OBA :
Exemptions:
For Entities
BRAZOS COUNTY
CITY OF COLL. STAT.
CO LLE GE STATIO N ISO
EMG SVCS DIST #1
Z REFUND ENTITY
Value Information
Imp ro vement HS :
Improve ment NHS:
Lan d HS :
Land NHS :
Pro ductiv ity Market:
Pro ductiv ity Use :
A ssessed Value
156,980
0
22,000
0
251,170
1,480
180,460
Current/Delinquent Taxes
This is to certify that, after a careful check of the tax records of this office, the following delinquent taxes , penalties, i nteres
and any known costs and expenses as provided by Tax Code §33.48 , are due on the described property for the following
taxing unit(s):
Year Entity
Totals :
Effecti ve Date : 03/10/2015
Tax Certificate Issued for:
CITY OF COLL. STAT.
BRAZOS COUNTY
COLLEGE STATION ISO
Taxable
Taxes Paid in 2014
816 .58
875.23
2,490 .34
. Tax Due ·< · .,;.:.. o.do " . ,f"'Di!>C.IP&I
0 .00
Attorney Fee
0 .00
Total Due if paid by : 03/31120 15
Th is ce rti ficate is iss ued on rea l
estate only. Ir d ocs not in Jud e
mineral s and /or person al prop erty .
-
SPECIAL CONDITIONS EXIST ON
THIS ACCOUNT, SEE BELOW
Total Due
0 .00
0 .00
If applicable, the above-described property has/is receiving special appraisal based on its use, and additional rollback taxes may become
due based on the provisions of the special appraisal (Comptroller Rule 9.3040) or property omitted from the appraisal roll as described
under Tax Code Section 25.21 is not included in this certificate [Tax Code Section 31 .0S(b)]. •
Pursuant to Tax Code Section 31 .08, if a person transfers property accompanied by a tax certificate that erroneously indicates that no
delinquent taxes , penalties or interest are due a taxing unit on the property or that fails to include property because of its omission from an
appraisal roll , the unit's tax lien on the property is extinguished and the purchaser of the property is absolved of liability to the unit for
delinquent taxes , penalties or interest on the property or for taxes based on omitted property. The person who was liable for the tax for the
ear the tax was im osed or the ro e was omitted remains ersonall liable for the tax and for an enalties or interest.
A tax certificate issued through fraud or collusion is void .
This certificate does not clea r abuse of granted exemptions as defined in Section 11.43 Paragraph(1) of the Texas Property Tax Code.
Date of Issu e:
Requested By :
Fee Amount:
Reference #:
03/10 /2 015
MCCLURE & BROWNE ENGINEE R
10 .00
Page: 1
True AutomaUon , Inc.
TAX CERTIFICATE I Certificate # I
44145
Issued By:
KRISTE E N ROE , CTA PH# (979) 361-4470 Property Information
BRAZOS COUNTY TAX ASSESSOR COLLECTOR
300 E. WM . J BRYAN PKWY
Property ID :
Legal Acre s :
15086 Geo ID : 011901-0002-0030
12 .3730
BRYAN, TX 77 803
Owner ID: 509101 100 .00%
BCS ROCK PRAIRIE LP
7904 N SAM HOUSTON PKWY W
F L 4
HOUSTON , TX 77064-3460
Legal De sc :
Situs :
A011901 , J ERW IN (ICL), TRACT2.3 , 12 .373ACRES
ROCK PRAIRIE RD W ,
OBA:
Exemptions:
For Entities
BRAZOS COUNTY
CITY OF COL L. STAT.
COLLEGE STATION ISD
EMG SVCS DIST #1
Z REFUND ENTITY
Value Information
Improvement HS : 0
0
0
0
Improvem ent NHS :
Land HS :
Land NHS :
Prod uct ivity Market:
Produ ctivity Use:
Asses sed Va lue
272 ,210
1,610
1,610
Current/Delinquent Taxes
This is to certify that, after a careful check of the tax records of this office, the following delinquent taxes , penalties, interes
and any known costs and expenses as provided by Tax Code §33.48, are due on the described property for the following
taxing unit(s):
Year Entity
Totals:
Effective Date : 03/10/2015
Tax Certificate Issued for:
CITY OF COLL. STAT.
BRAZOS COUNTY
COLLEGE STATION ISO
Taxable
Taxes Paid in 2014
7.29
7.80
22 .21
Tax Due
0.00
Disc.IP&!
0.00
Attorney Fee
0.00
Total Due if paid by : 03/31 /2015
This cenifil.'.:.itc i:; issued on re :.i l
estate only. h docs not in clu de
minerals and/or perso n al prope rty .
SPE('JAL CONDITIO NS EXIST O N
THb ACCOUNT, SEE BELOW
r
Total Due
0.00
0 .00
If applicable, the above-described property has/is receiving special appraisal based on its use, and additional ro llback taxes may become
due based on the provisions of the special appraisal (Comptroller Rule 9.3040) or property omitted from the appraisal roll as described
under Tax Code Section 25.21 is not included in this certificate [Tax Code Section 31 .0S(b)].
Pursuant to Tax Code Section 31.08, if a person transfers property accompanied by a tax certificate that erroneously indicates that no
delinquent taxes, penalties or interest are due a taxing unit on the property or that fails to include property because of its omission from an
appraisal roll, the unit's tax lien on the property is extinguished and the purchaser of the property is absolved of liability to the unit for
delinquent taxes, penalties or interest on the property or for taxes based on omitted property. The person who was liable for the tax for the
ear the tax was im osed or the ro e was omitted remains ersonall liable for the tax and for an enalties or interest.
A tax certificate issued through fraud or collusion is void.
This certificate does not clear abuse of granted exemptions as defined in Section 11 .43 Paragraph(1) of the Texas Property Tax Code .
Date of Issue :
Requested By:
Fee Amount:
Reference #:
Court Costs if Suit is Pending
.,_,,,~0 ;;;{ 03/10/2015
MCCLURE & BROWNE ENGINEER
10 .00
Pag e: 1
True Automation, Inc.
Date:
File No .:
Lawy ers Title Company· of Brazos County
1450 Copperfield Parkway
College Station , TX 77 845
Phone: 979-77 6-36 00
Fax : 979-77 6-2383
NOTHING FURTHER REPORT
January 30 , 2014
GF No . M2394
Record Title at the Effective Date Hereof is Vested in :
BCS Rock Pra irie , L.P ., a Texas lim ited partnership
The Land Referred to In this Report is Described as Follows :
Tract One:
Being all that certa in tract or parcel of la nd lying and being situated in the JAMES
ERWIN SURVEY, A-119, Brazos County , Texas and being part of the 208 .523 acre
tract described in the deed from Bandura Corporation to lndivisa Corpo ration recorded
in Volume 38 12 , Page 320 of the Official Records of Brazos County (O.R.B .C .) and
be ing more particularly described by metes and bounds as follows :
BEGINNING : at a found 1/2-inch iron rod beside a split cross -tie fence corner marking
the north corner of the said 208 .523 acre lndivisa tract , the east corner of a county road
known as Feather Run (based on a 60-foot width right-of-way described on the QUAIL
RUN ESTATES , PHASE I plat recorded in Volume 351 , Page 565 of the Brazos County
Deed Records), being in the southwest line of the 20.305 acre John Kemp , et ux tract
described in Volume 2561 , Page 86 (O .R.B.C .) and being at or near the commo n most
easterly corner of the W .H. FRAZIER SURVEY, A-122 and the JAMES ERWIN
SURVEY, A -1 19 ;
THENCE: S 45 ° 31' 57" E along the northeast line of the said 208 .523 acre l ndivisa
tract and the southwest line of the said 20 .305 acre Kemp tract f or a distance of 604 .18
feet , said line being approximately along the northeast line of the beforesa id JAMES
ERWIN SURVEY and the southwest line of the CRAWFORD BURNETT SURVEY, A-7
to a found 3/4 -inch iron pipe marking the south corner of the said Kemp tract and the
west corne r of the 39 .873 acre David S. Borsack tract described in Volume 3350 , Page
238 (O.R.B .C.);
THENCE: S 46 ° 46' 32" E for a distance of 1139 .74 feet approximately along a fence
on the northeast line of the said 208.523 acre lndivisa tract to a found 1/2-inch iron rod
marking the south corner of the said Borsack tract and the west corner of LAS
PALOMAS Subdivision as recorded in Volume 7367 , Page 53 (O .R.B.C .);
THENCE: S 45 ° 08' 21" E along the southwest line of said LAS PALOMAS Subdivision
for a distance of 332.50 feet to a found 1/2-inch iron rod marking the south corner of the
said LAS PALOMAS Subdivision and the west corner of the 10.43 acre Albert P. Ribisi
et ux tract described in Volume 1169 , Page 506 (O .R.B .C.);
THENCE: S 46 ° 05' 45" E along the southwest line of said 10.43 acre Ribisi tract for a
distance of 472.51 feet to a found 1/2-inch iron rod marking the east corner of the said
208.523 acre lndivisa tract, said 1/2-inch iron rod also being in the northwest line of the
called 208.32 acre Grace S. Abbate, et al tract described in Volume 2310, Page 12
(O.R.B.C.);
THENCE: S 43 ° 46' 58" W for a distance of 2616.19 feet along the common line of the
said Grace S. Abbate , et al tract and the southeast line of the said 208 .523 acre
lndivisa tract to a found 1/2-inch iron rod marking the east corner of Lot 7, Block 3
GREAT OAKS SUBDIVISION , PHASE ONE as recorded in Volume 4150 , Page 295
(O .R.B .C.);
THENCE: along the easterly lines of said GREAT OAKS SUBDIVISION , PHASE ONE
for the following twenty-seven (27) calls :
1) N 43 ° 46' 19" W for a distance of 145.43 feet to a found 1/2-inch iron rod for
corner,
2) N 30 ° 49' 19" E for a distance of 108.59 feet to a found 1/2 -inch iron rod for
corner,
3) S 85 ° 31' 13" E for a distance of 119.90 feet to a found 1/2 -inch iron rod for
corner,
4) N 26 ° 02' 52" E for a distance of 42.45 feet to a found 1/2-inch iron rod for
corner ,
5) N 71 ° 24' 29" W for a distance of 97 .67 feet to a found 1/2-inch iron rod for
corner ,
6) N 43 ° 32' 40" E for a distance of 135.34 feet to a found 1/2 -inch iron rod for
corner ,
7) N 06 ° 38' 11" W for a distance of 53 .14 feet to a found 1 /2-inch iron rod for
corner,
8) N 78 ° 43' 42" W for a distance of 403. 79 feet to a found 1 /2-inch iron rod for
corner ,
9) N 11° 16 ' 18" E for a distance of 33.49 feet to a found 3/4-inch iron pipe for the
Point of Curvature of a curve to the left,
10) 301.20 feet along the arc of said curve having a central angle of 35 ° 34' 59 ", a
radius of 485.00 feet , a tangent of 155.64 feet i:md a long chord bearing N 06 ° 31' 11"
Wat a distance of 296.39 feet to a found 3/4 -inch iron pipe for the Point of Tangency,
11) N 24 ° 18' 41" W for a distance of 133 .81 feet to a found 1/2-inch iron rod for
corner,
12) N 62 ° 20' 46" E for a distance of 193.57 feet to a found 1/2-inch iron rod for
corner ,
13) N 24 ° 26' 36" W for a distance of 105 . 77 feet to a found 1 /2-inch iron rod for
corner,
14) N 38 ° 08' 29" E for a distance of 84 .58 feet to a found 1/2-inch iron rod for
corner,
15) N 26 ° 08' 34" W for a distance of 56 .18 feet to a found 1 /2-inch iron rod for
corner ,
16) N 59 ° 09' 57" E for a distance of 57.42 feet to a found 1/2-inch iron rod for
corner ,
17) N 09 ° 33' 55" W for a distance of 78.40 feet to a found 1/2-inch iron rod for
corner ,
18) N 41 ° 53' 11" E for a distance of 52.46 feet to a found 1 /2 -inch iron rod for
corner,
19) N 38 ° 56' 49" W for a distance of 64.04 feet to a found 1/2-inch iron rod for
corner ,
20) N 27° 14' 58" E for a distance of 23 .21 feet to a found 1/2-inch iron rod for
corner ,
21) N 40 ° 50' 06" W for a distance of 887 .38 feet to a found 1/2-inch iron rod for
corner ,
22) S 43 ° 38' 40" W for a distance of 270.86 feet to a found 3/4-inch iron pipe for
corner ,
23) 119.05 feet in a counter-clockwise direction along the arc of a curve having a
central angle of 12 ° 44' 58 ", a radius of 535.00 feet , a tangent of 59.77 feet and a long
chord bearing N 52° 43' 49" Wat a distance of 118.80 feet to a found 1/2-inch iron rod
for corner ,
24) N 15 ° 37' 38" W for a distance of 50 .00 feet to a found 1/2-inch iron rod for
corne r,
25) N 60 ° 48' 51" W for a distance of 70 .00 feet to a found 1/2-inch iron rod for
corner ,
26) S 29 ° 11 ' 09" W for a distance of 56.64 feet to a found 1 /2 -inch iron rod for
corne r and
27) N 46 ° 09' 17 " W for a distance of 305 .92 feet to a found 1/2-inch iron rod
marking the north corner of Lot 8, Block 4 of said GREAT OAKS SUBDIVISION ,
PHASE ONE , said iron rod also being the northwest line of the said 208 .523 acre
lndiv isa tract , the southeast line of the before-mentioned QUAIL RUN ESTATES ,
PHASE 1 and being at or near the common line of the W .H. FRAZIER SURVEY , A -122
and the JAMES ERWIN SURVEY, A -119 ;
THENCE : N 43 ° 50' 43 " E along the common line of the said 208 .523 acre lndiv isa tract
and QUAIL RUN ESTATES , PHASE 1 for a distance of 1949 .73 feet to the POINT OF
BEGINNING and containing 116 .352 acres of land , more or less .
Tract Two:
Be ing all that certain tract or parcel of land lying and being situated in the JAMES
ERWIN SURVEY, A-119 , Brazos County , Texas and being part of the 208 .523 acre
tract described in the deed from Bandura Corporat ion to lnd ivisa Corporation recorded
in Volume 3812 , Page 320 of the Official Records of Brazos County (O.R .B.C .) and
being more particularly described by metes and bounds as follows :
BEGINNING: at a found 1/2-inch iron rod in the northwest line of the said 208 .523 acre
lnd ivisa tract , said iron rod marking the west corner of Lot 5, Block 4 GREAT OAKS
SUBDIVISION , PHASE ONE as recorded in Volume 4150 , Page 295 (O.R .B.C .), being
in the southeast line of QUAIL RUN ESTATES , PHASE I as recorded in Volume 351 ,
Page 565 of the Brazos County Deed Records (B.C.D.C.) and being at or near the
common line of the W .H. FRAZIER SURVEY, A -122 and the JAMES ERWIN SURVEY ,
A -119 ;
THENCE : along the southwesterly lines of said GREAT OAKS SUBDIVISION , PHASE
ONE for the following twenty-one (21) calls :
1) S 46° 09 ' 17" E for a distance of 470.00 feet to a found 1/2-inch iron rod for
corner,
2) N 43 ° 50' 43" E for a distance of 70 .24 feet to a found 1/2-i nch iron rod for
corner,
3) N 88 ° 44' 42" E for a distance of 50 .00 feet to a found 1/2-inch iron rod for
corner ,
4) 8 46° 21 ' 20" E for a distance of 134 .71 feet to a found 1/2-inch iron rod for
corner ,
5) 8 43 ° 38' 40" W for a distance of 337 .82 feet to a found 1/2-inch iron rod for
corner,
6) 8 58° 31 ' 24" E for a distance of 153.45 feet to a found 1/2-inch iron rod for
corner ,
7) 8 31° 01' 43" E for a distance of 119 .82 feet to a found 1/2-inch iron rod for
corner ,
8) 8 21 ° 30' 33" E for a distance of 125 .64 feet to a found 1/2-inch iron rod for
corner,
9) S 08 ° 46 ' 25" E for a distance of 55 .68 feet to a found 1/2 -inch iron rod for
corner,
10)8 46 ° 17' 21" E for a distance of 74.57 feet to a found 1/2-inch iron rod for
corner,
11) 8 14 ° 48' 13" E for a distance of 213 .25 feet to a found 1 /2-inch iron rod for
corner,
12)8 28 ° 13' 28" W for a distance of 28 .96 feet to a found 1 /2-inch iron rod for
corner ,
13)8 06 ° 17' 39" E for a distance of 64.93 feet to a found 1/2-inch iron rod for
corner ,
14 )8 32 ° 33' 21" E for a distance of 63.64 feet to a found 1/2-i nch iron rod for
corner ,
15)8 01 ° 54' 21" W for a distance of 49 .58 feet to a found 1/2-inch iron rod for
corner ,
16)8 33 ° 36' 28" E for a distance of 98.55 feet to a found 1 /2-inch iron rod for
corner ,
17)8 15 ° 18' 52" E for a distance of 87.02 feet to a found 1/2-inch iron rod for
corner ,
18)8 61 ° 28' 13" E for a distance of 64 .90 feet to a found 1/2 -inch iron rod for
corner,
19)8 28 ° 51' 40" E for a distance of 54.88 feet to a found 1/2-i nch iron rod for
corner,
20)8 60 ° 09' 02" E for a distance of 89.23 feet to a found 1/2 -i nch iron rod for
corner,
21 )8 08 ° 40 ' 58" E for a distance of 72 .84 feet to a found 1 /2 -in ch iron rod for
corner ,
22)8 41 ° 06 ' 16" E for a distance of 34 .36 feet to a found 1 /2 -i nch iron rod for
corner ,
23)N 81 ° 42' 09" E for a distance of 66 .96 feet to a found 1/2-inch iron rod for
corner ,
24)S 17° 01' 27" E for a distance of 76 .08 feet to a found 1/2-inch iron rod for
corner,
25)S 44 ° 05 ' 02" E for a distance of 56.04 feet to a found 1/2-inch iron rod for
corner ,
26)S 74 ° 38' 40" E for a distance of 64 .82 feet to a found 1/2-inch iron rod for
corner ,
27)S 38 ° 00' 14" E for a distance of 52.24 feet to a found 1/2-inch iron rod for
corner,
28)S 05 ° 29 ' 11" E for a distance of 56 .96 feet to a found 1/2 -inch iron rod for
corner ,
29)S 63 ° 18' 50" E for a distance of 47 .38 feet to a found 1/2-inch iron rod for
corner,
30) S 22 ° 56 ' 48" E for a distance of 146 .15 feet to a found 1 /2-inch iron rod for
corner,
31)S 75 ° 35 ' 40" W for a distance of 105 .23 feet to a found 1/2-inch iron rod for
corner,
32)N 44 ° 43 ' 14" W for a distance of 110 .18 feet to a found 1/2-inch iron rod for
corner and
33 )S 23 ° 27' 07'' W for a distance of 147 .76 feet to a found 1/2-inch iron rod
marking the most westerly corner of Lot 7 , Block 1 of said GREAT OAKS
SUBDIVISION, PHASE ONE , said iron rod also being in the northeast line of the
104.92 acre M.S. Kavanaugh tract descr ibed in Vo lume 437 , Page 581
(B .C.D.R.);
THENCE : N 46 ° 21' 20" W along the said northeast line of the sa id 104 .92 acre
Kavanaugh tract for a d istance of 1689.12 feet to a found 1 /2-inch iron rod mark ing the
north corner of the said 104 .92 acre Kavanaugh tract and the east corner of Lot 9 ,
HOLT HILLS Subdivision as recorded in Volume 261 , Page 887 (B.C .D.R.);
THENCE: N 46 ° 38' 45 " W for a distance of 626 .69 feet along the northeast line of said
Lot 9 HOLT HILLS Subdivision and the lower northeast right -of-way line of a Coun ty
Road called Walnut Road (based on a 40' width) to a found 1/2 -inch iron rod in the
asphalt pavement for an internal ell-corner in said Walnut Road right -of-way , said iron
rod being at or near the before-said common line of the W .H. FRAZIER SURVEY, A-
122 and the JAMES ERWIN SURVEY , A-119;
THENCE: N 41 ° 14' 07'' E for a distance of 93 .34 feet to a found 1/2 -i nch iron rod
mark ing the east corner of a 0.151 acre Walnut Road right-of-way dedication as shown
on the before-mentioned QUAI L RUN ESTATES PHASE I Subdivision Plat ;
THENCE : N 43 ° 50' 43 " E along the common line of the said 208 .523 acre lndivisa tract
and QUAIL RUN ESTATES , PHASE 1 for a distance of 826 .03 feet to the POINT OF
BEGINNING and conta ining 31.286 acres of land, more or less .
I
NOTE: The Company is prohibited from insu ring the a rea or quantity of the land
desc ri bed here in . Any statement in the above legal description of the area or quantity
of land is not a representation that such are or quantity is correct, but is made only for
informational and/or identification purposes and does not override Item 2 of Schedule B
hereof.
The above name(s) and legal description was searched for deeds , deeds of trust,
mechanics liens , judgments, federal tax liens , state tax liens , and all other filings in the
official records which would affect title , from March 19 , 2012@ 8 :00 a .m . to January
20 , 2014@ 8 :00 a .m . and we find no other actions or conveyance affecting the ti tl e to
said land from March 19 , 2012@ 8 :00 a .m . except the following :
• Affidavit of Non-Production executed by Lieven J . Van Rie t, Trustee ,
dated May 21 , 2012 , recorded in Volume 10684 , Page 251 , Official
Records of Brazos County, Texas .
• Special Warranty Deed executed by Lieven J. Van Riet, Trustee to BSC
Rock Prairie, L.P ., dated August 21 , 2012 , recorded in Volume 10914,
Page 117, Official Records of Brazos County , Texas ; and corrected in
Vol ume 11069 , Page 98 , Official Records of Brazos County , Texas .
(Correcting scriveners' error in the name of grantee : BCS Rock Pra irie,
L.P ., a Texas limited partnersh ip) ·
• Deed of Trust Security Agreement and Financing Statement executed by
BCS Rock Prairie, L.P. a Texas limi ted pa rt ne rsh ip to Tim Jones , as
Trustee for the benefit of First Victoria National Bank, dated October 25 ,
2012 , recorded in Volume 10983 , Page 1, Official Records of Brazos
County , Texas (in the amount of $3 ,350 ,000 .00 ).
• Final Plat of Great Oaks , Phase 1A, executed by BCS Rock Prairie , LP , et
al , filed of record on May 21 , 2013 , recorded in Volume 11351 , Page 130 ,
Official Records of Brazos County , Texas. (Be ing 3.95 acres out of
116 .352 ac Tract 1)
• Amending Plat of Great Oaks , Phase 1A, executed by BCS Rock Prair ie ,
LP , et al, filed of record on June 20 , 2013 , recorded in Volume 11423 ,
Page 252 , Official Records of Brazos County, Texas . (Be ing 3 .95 acres
out of 116 .352 ac Tract 1)
• Special Warranty Deed executed by BCS Rock Prairie, L.P. to John J .
Albernaz d/b/a Sunset Homes, dated July 5, 2013 , recorded in Volume
11461, Page 136 , Official Records of Brazos County ; Texas. (Lot 9 , Block
4 & Lot 1, Block 5 , Great Oaks Phase 1A)
i .
• Special Warranty Deed executed BCS Rock Prairie , LP. to Golden
Homes , Inc ., dated July 5 , 2013 , recorded in Volume 11466, Page 179 ,
Official Records of Brazos County, Texas . (Lot 10 , Block 4 , Great Oaks
Phase 1A)
• Partial Release of Lien executed by First Victoria National Bank to BCS
Rock Prairie , LP , dated July 3 , 2013 , recorded in Volume 11498, Page
131 , Official Records of Brazos County , Texas . (Partial Release of Deed
of T rust recorded in Volume 10983, Page 1, as to Lot 9, Block 4 , Lot 1,
Block 5 and Lot 10 , Block 4 , Great Oaks Phase 1A ONLY}
• Supplemental Declaration of Covenants , Conditions and Restrictions for
Great Oaks Subdivision , Phase One executed by Golden Homes, Inc., et
al , acknowledged on July 3, 2013 , recorded in Volume 11541 , Page 144 ,
Official Records of Brazos Co unty, Texas . (Perta ining to Lot 9 , Block 4 ,
Lot 1, Block 5 and Lot 10 , Block 4 , Great Oaks Phase 1A}
• Drainage Easement Agreement by and between MJBS Holleman , ltd .
and BCS Rock Prairie , LP , dat ed August 23, 2013 , recorded in Vo lume
1 1595, Page 39 , Official Records of Brazos County, Texas .
• Affidavit to the Public executed by John Albernaz of Sunset Homes , dated
October 7 , 2013 , recorded in Volume 11675, Page 79 , Official Records of
Brazos County, Texas. (Pertaining to Lot 9 , Block 4 , Great Oaks Phase
1A)
• Release and Notice of Termination executed by BCS Roc k Prai rie , LP ,
dated November 20 , 2013 , recorded in Volume 11724 , Page 85 , Official
Records of Brazos County, Texas . (Re lease of Repurchase Righ t
contained in Deed recorded in Volume 11461, Page 136, as to Lot 9 ,
B lock 4 , Great Oaks Phase 1A ONLY)
• Warranty Deed executed by John J. Albernaz , Inc. d/b/a Sunset Homes to
Bryan Hanna and w ife , Lisa Hanna, dated November 25, 2013 , recorded
in Volume 11729, Page 102 , Official Records of Brazos County , Texas .
(lot 9, Block 4 , Great Oaks Phase 1A ONLY)
• Final Plat of Great Oaks , Phase 1 B, executed by BCS Rock Prairie , LP, et
al , filed of record on November 26 , 2013, recorded in Volume 1 1730,
Page 160 , Official Records of Brazos County, Texas . (Being 3.032 acres
out of 116.352 ac Tract 1)
• Declaration of Covenants , Conditions and Restrictions fo r Great Oak
Estates executed by BCS Rock Prairie , LP , dated September 25 , 2013 ,
recorded in Volume 11760 , Page 264 , Official Records of Brazos County ,
. . ' .
Texas. (No Exhibit "A" attached) ·
• Final Plat of Great Oaks, Phase 14, executed by BCS Rock Prairie, LP , et
al , filed of record on January 10, 2014 , recorded in Volume 11797, Page
176 , Official Records of Brazos County , Texas. (Being 22.072 acres out
of 31 .286 ac Tract 2)
• Final Plat of Great Oaks, Phase 13, executed by BCS Rock Prairie , LP, et
al , filed of record on January 10, 2014 , recorded in Volume 11797, Page
179, Official Records of Brazos County, Texas. (Being 9 .214 acres out of
31.286 ac Tract 2)
THIS REPORT IS ISSUED WITH THE EXPRESS UNDERSTANDING, EVIDENCED
BY THE ACCEPTANCE OF SAME, THAT THE UNDERSIGNED, LAWYERS TITLE
COMPANY OF BRAZOS COUNTY DOES NOT UNDERTAKE HEREIN TO GIVE OR
EXPRESS ANY OPINION AS TO THE VALIDITY OF THE TITLE TO THE PROPERTY
ABOVE DESCRIBED, NOR AS TO THE VALIDITY OF ANY OF THE INSTRUMENTS
REPORTED HEREIN, INCLUDING THE PURPORTED DEED(S) ESTABLISHING THE
RECORD OWNER(S) CITED ABOVE, BUT IS SIMPLY REPORTING BRIEFLY
HEREIN, AS TO THE INSTRUMENTS FOUNDS OF RECORD PERTAINING TO THE
SUBJECT PROPERTY, AND IT IS EXPRESSLY UNDERSTOOD AND AGREED
THAT THIS REPORT IS NEITHER A GUARANTY OR WARRANTY OF THE TITLE. Y
ACCEPTANCE OF THIS TITLE REPORT, IT IS UNDERSTOOD THAT THE LIABILITY
OF THE ISSUER HEREOF IS EXPRESSLY LIMITED TO $189.44. THIS SEARCH
HAS BEEN LIMITED TO THE ABOVE MATTERS AND THE ABOVE TIME PERIOD
AND LAWYERS TITLE COMPANY OF BRAZOS COUNTY HAS NOT SEARCHED
FOR, NOR HAS REFLECTED HEREIN, ANY EXAMINATION AS TO TAX SUITS,
SPECIAL ASSESSMENTS, CONFLICTS OR OTHER INSTRUMENTS WHICH MAY
AFFECT TITLE TO THE SUBJECT PROPERTY. IF TITLE INSURANCE COVERAGE,
WHICH IS NOT PROVIDED BY THIS REPORT, IS NEEDED, SAID COVERAGE IS
AVAILABLE THROUGH THE APPLICABLE PROMULGATED POLICY(IES), AT THE
SPECIFIED PROMULGATED PREMIUM.
OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS, HAVE BEEN
CHECKED THROUGH January 20, 2014@ 7:00 a.m.
Lawyers Title Company of Brazos County
Date :
File No .:
Lawyers Title Company of Brazos County
1450 Copperfield Parkway
College Station, TX 77845
Phone: 979-776-3600
Fax: 979-776-2383
NOTHING FURTHERREPORT
February 2, 2015
GF No . M2465
Record Title at the Effective Date Hereof is Vested in:
BCS Rock Pra irie , L.P ., a Texas limited partnership
The Land Referred to In this Report is Described as Follows:
Being all that certain tract or parcel of land ly ing and being s ituated in the JAMES
ERWIN SURVEY, A -119 , Brazos County , Texas and being part of the 208 .523 acre
tract described in the deed from Bandura Corporation to lndivisa Corporation recorded
in Vo lum e 38 12, Page 320 of the Official Records of Brazos County (O .R.B .C.) and
being more particularly described by metes and bounds as follows:
BEGINNING : at a found 1/2 -inch iron rod beside a split cross-tie fence corner marking
the north corner of the said 208 .523 acre lndivisa tract , the east corner of a county road
known as Feather Run (based on a 60-foot width right-of-way described on the QUAIL
RUN ESTATES , PHASE I plat recorded in Volume 351 , Page 565 of the Brazos Co unty
Deed Records ), being in the southwest line of the 20 .305 acre John Kemp , et ux tract
described in Volume 2561 , Page 86 (O.R.B .C .) and being at or near the common most
easte rl y corner of the W .H. FRAZIER SURVEY , A-122 and the JAMES ERWIN
SURVEY , A-119 ;
THENCE : S 45 ° 31 ' 57" E along the northeast line of the said 208.523 ac re lndiv isa
tract and the southwest line of the said 20 .305 acre Kemp tract for a distance of 604 .18
fee t, said line being approximately along the northeast line of the beforesaid JAMES
ERWIN SURVEY and the southwest line of the CRAWFORD BURNETT SURVEY , A -7
to a found 3/4 -inch iron pipe m arki ng the south corner of the said Kemp tract and the
west corner of the 39.873 acre David S . Borsack tract described in Volume 3350 , Page
238 (O.R.B.C.);
THENCE: S 46 ° 46' 32" E for a distance of 1139. 7 4 feet approximately along a fence
on the northeast line of the said 208 .523 acre lndivisa tract to a found 1/2-inch iron rod
marking the south corner of the said Borsack tract and the west corner of LAS
PALOMAS Subdivision as recorded in Volume 7367 , Page 53 (O .R.B .C.);
THENCE: S 45 ° 08 ' 21" E along the southwest line of said LAS PALOMAS Subdivision
for a distance of 332 .50 feet to a found 1 /2 -inch iron rod marking the south corner of the
said LAS PALOMAS Subdivision and the west corner of the 10.43 acre Albert P. Ribisi
et ux tract described in Volume 1169, Page 506 (O.R.B .C.);
THENCE: S 46 ° 05' 45" E along the southwest line of said 10.43 acre Ribisi tract for a
distance of 472 .51 feet to a found 1/2-inch iron rod marking the east corner of the said
208 .523 acre lndivisa tract , said 1/2-inch iron rod also being in the northwest line of the
called 208.32 acre Grace S. Abbate , et al tract described in Volume 2310 , Page 12
(O .R.B .C.);
THENCE: S 43 ° 46' 58" W for a distance of 2616.19 feet along the common line of the
said Grace S. Abbate, et al tract and the southeast line of the said 208 .523 acre
lndivisa tract to a found 1/2-inch iron rod marking the east corner of Lot 7, Block 3
GREAT OAKS SUBDIVISION, PHASE ONE as recorded in Volume 4150 , Page 295
(O .R.B .C.);
THENCE : along the easterly lines of said GREAT OAKS SUBDIVISION , PHASE ONE
for the following twenty-seven (27) calls :
1) N 43 ° 46' 19" W for a distance of 145.43 feet to a found 1/2-inch iron rod for
corner,
2) N 30 ° 49' 19" E for a distance of 108 .59 feet to a found 1/2-inch iron rod for
corner ,
3) S 85 ° 31 ' 13" E for a distance of 119 .90 feet to a found 1/2-inch iron rod for
corner ,
4) N 26° 02 ' 52" E for a distance of 42.45 feet to a found 1 /2 -inch iron rod for
corner,
5) N 71° 24 ' 29" W for a distance of 97 .67 feet to a found 1/2-inch iron rod for
corner,
6) N 43° 32' 40" E for a distance of 135 .34 feet to a found 1/2-inch iron rod for
corner,
7) N 06 ° 38' 11" W for a distance of 53 .14 feet to a found 1/2-inch iron rod for
corner ,
8) N 78 ° 43' 42" W for a distance of 403.79 feet to a found 1/2-inch iron rod for
corner,
9) N 11 ° 16' 18" E for a distance of 33.49 feet to a found 3/4-inch iron pipe for the
Point of Curvature of a curve to the left,
10) 301 .20 feet along the arc of said curve having a central angle of 35 ° 34' 59", a
radius of 485 .00 feet , a tangent of 155.64 feet and a long chord bearing N 06 ° 31' 11"
Wat a distance of 296 .39 feet to a found 314 -inch iron pipe for the Point of Tangency,
11) N 24 ° 18' 41" W for a distance of 133 .81 feet to a found 1 /2-inch iron rod for
corner ,
12) N 62° 20' 46" E for a distance of 193 .57 feet to a found 1/2-inch iron rod for
corner ,
13) N 24 ° 26' 36" W for a distance of 105 .77 feet to a found 1/2-inch iron rod for
corner ,
14) N 38 ° 08' 29" E for a distance of 84.58 feet to a found 1/2-inch iron rod for
corner,
15) N 26 ° 08 ' 34" W for a distance of 56 .18 feet to a found 1 /2-inch iron rod for
corner ,
16) N 59 ° 09' 57" E for a distance of 57.42 feet to a found 1/2-inch iron rod for
corner,
17) N 09 ° 33' 55 " W for a distance of 78.40 feet to a found 1 /2-inc h iron rod for
corner ,
18) N 41 ° 53' 11" E for a distance of 52.46 feet to a found 1 /2-inch iron rod for
corner,
19) N 38° 56 ' 49" W for a distance of 64 .04 feet to a found 1/2-inch iron rod for
corner,
20) N 27° 14' 58" E for a distance of 23 .21 feet to a found 1/2-inch iron rod for
corner,
21) N 40° 50' 06" W for a distance of 887 .38 feet to a found 1/2-i nch iron rod for
corner,
22) S 43 ° 38 ' 40" W for a distance of 270 .86 feet to a found 3/4-inch iron pipe for
corner,
23) 119 .05 feet in a counter-clockwise direction along the arc of a curve having a
centra l angle of 12° 44' 58", a radius of 535.00 feet, a tangent of 59.77 feet and a long
chord bearing N 52 ° 43' 49" W at a distance of 118.80 feet to a found 1 /2-inch iron rod
for corner,
24) N 15 ° 37' 38" W for a distance of 50 .00 feet to a found 1/2-inch iron rod for
corner,
25) N 60 ° 48 ' 51" W for a distance of 70.00 feet to a found 1/2-inch iron rod for
corner,
26) S 29° 11 ' 09" W for a distance of 56 .64 feet to a found 1/2-inch iron rod for
corner and
27) N 46° 09' 17" W for a distance of 305 .92 feet to a found 1/2~inch iron rod
mark i ng the north corner of Lot 8, Block 4 of said GREAT OAKS SUBDIVISION ,
PHASE ONE , said iron rod also being the northwest line of the said 208.523 acre
lndivisa tract, the southeast line of the before-mentioned QUAIL RUN ESTATES ,
PHASE 1 and being at or near the common line of the W .H . FRAZIER SURVEY, A-122
and the JAMES ERWIN SURVEY, A-119 ;
THENCE: N 43 ° 50' 43" E along the common line of the said 208 .523 acre lnd ivisa tract
and QUAIL RUN ESTATES, PHASE 1 for a distance of 1949.73 feet to the POINT OF
BEGINNING and containing 116.352 acres of land , more or less .
SAVE AND EXCEPT THE FOLLOWING TWO (2) TRACTS:
TRACT ONE : All that certain lot, tract or parcel of land lying and situated in Brazos
County, Texas , being all of GREAT OAKS , PHASE 1A, an addition to the City of
College Station , Brazos County, Texas, according to the Amending Plat recorded i n
Volume 11423, Page 252 , Official Records of Brazos County, Texas .
TRACT TWO: All that certain lot, tract or parcel of land ly ing and situated in Brazos
County, Texas, being all of GREAT OAKS , PHASE 1 B , an addition to the City of
College Station , Brazos County, Texas , according to the Plat recorded in Volume
11730 , Page 160, Official Records of Brazos County, Texas .
The above name(s) and legal description was searched for deeds , deeds of trust ,
mechanics liens , judgments, federal tax liens, state tax liens, and all other filings in the
official records which would affect title, from Loan Policy No. 8239943-87562686 dated
October 29, 2012@ 4:37 p .m . to January 20 , 2015@ 7 :00 a .m. and we find no other
actions or conveyance affecting the title to said land from October 29 , 2012@ 4 :37
p .m. except the following :
• Deed of Trust Security Agreement and Financing Statement executed by
BCS Rock Prairie, LP. a Texas limited partnership to Tim Jones, as
Trustee for the benefit of First Victoria National Bank, dated October 25,
2012 , recorded in Volume 10983, Page 1 , Official Records of Brazos
County, Texas (in the amount of $3,350 ,000.00).
• Correction Special Warranty Deed execut ed by Lieven J . Van Riet,
Trustee to BCS Rock Prairie , L.P., dated effective August 2 1, 2012,
recorded in Volume 11069, Page 98 , Official Records of Brazos County,
Texas (Corrects the deed recorded in Vo lume 10914, Page 1 17)
F inal Plat of Great Oaks, Phase 1A, executed by BCS Rock Pra i rie , L P , et
al , filed of record on May21 , 2013 , recorded in Volume 11351, Page 130 ,
Official Records of Brazos County, Texas. (Being 3 .95 acres out of
1 16.352 ac tract--Th is is Save and Except Tract One)
• Amending Plat of Great Oaks , Phase 1A, executed by BCS Rock Prairie ,
LP , et al , filed of record on June 20 , 20 13 , recorded in Volume 11423,
Page 252 , Official Records of B razos Co u nty, Texas . (Being 3.95 acres
out of 116 .352 ac tract--Th is is Save and Except Tract One)
• Special Warranty Deed executed by BCS Rock P rairie , L .P. to John J .
Albernaz d/b/a Sunset Homes, dated July 5 , 2013 , recorded in Volume
11461 , Page 136, Official Records of Brazos County, Texas . (L ot 9 , Block
4 & Lot 1, Block 5 , Great Oaks Phase 1A--This is a portion of Save and
Except Tract One)
Special Warranty Deed executed BCS Rock Prai rie , L. P . to Golden
Homes, Inc., dated July 5 , 2013 , recorded in Volume 1 1466, Page 179 ,
Official Records of Brazos Cou nty, Texas. (Lot 10, Block 4 , Great Oak s
Phase 1A--Th is is a portion of Save and Except Tract One)
• Partial Release of Lien executed by First Victoria National Bank to BCS
Rock Prairie , LP , dated July 3 , 2013 , recorded in Volume 11498, Page
131 , Officia l Records of Brazos County, Texas. (Part ial Re lease of Deed
of Trust recorded in Volume 10983, Page 1, as to Lot 9 , Block 4 , Lot 1,
Block 5 and Lot 10, Block 4 , Great Oaks Phase 1A ONLY--T h is is a
portion of Save and Except Tract One)
Supplemental Declaration of Covenants , Conditions and Restrictions fo r
Great Oaks Subdivision , Phase One executed by Golden Homes, Inc., et
a l, acknowledged on Ju ly 3 , 2013 , recorded in Volume 11541 , Page 144 ,
Official Records of Brazos County, Texas . (Pertaining to Lot 9 , Block 4 ,
Lot 1, Block 5 and Lot 10, Block 4, Great Oaks Phase 1A--This is a
portion of Save and Except Tract One)
• Drain age Easement Agreement by and between MJBS Holleman, Ltd .
and BCS Rock Prairie , LP, dated August 23, 2013 , recorded in Volume
11595, Page 39 , Official Records of Brazos County , Texas .
• Affidavit to the Public executed by John Albernaz of Sunset Homes , dated
October 7 , 2013, recorded in Volume 11675, Page 79, Official Records of
Brazos County , Texas. (Pertaining to Lot 9, Block 4 , Great Oaks Phase
1A--This is a portion of Save and Except Tract One)
• Memorandum of Oil and Gas Lease executed by Robert Thomas Collmer,
Trustee of the L. J . Kurz Trust to PetroEdge Energy 111 , dated July 1,
2013, recorded in Volume 11695, Page 210, Official Records of Brazos
County, Texas .
Release and Notice of Termination executed by BCS Rock Prairie , LP ,
dated Novembe r 20 , 2013 , recorded in Volume 11724 , Page 85 , Official
Records of Brazos County , Texas. (Release of Repurchase Right
contained in Deed recorded in Volume 11461, Page 136 , as to Lot 9,
Block 4, Great Oaks Phase 1A ONL Y --This is a portion of Save and
Except Tract One)
• Warranty Deed executed by John J . Albernaz, Inc. d/b/a Sunset Homes to
Bryan Hanna and wife, Lisa Hanna, dated November 25, 2013 , recorded
in Volume 11729, Page 102, Official Records of Brazos County, Texas .
(Lot 9 , Block 4 , Great Oaks Phase 1A ONL Y--This is a portion of Save
and Except Tract One)
Final Plat of Great Oaks , Phase 1 B, executed by BCS Rock Prairie , LP , et
al , filed of record on November 26, 2013 , recorded in Volume 11730 ,
Page 160, Official Records of Brazos County, Texas . (Being 3.032 acres
out of 116.352 ac tract--This is Save and Except Tract Two)
• Declaration of Covenants, Conditions and Restrictions for Great Oak
Estates executed by BCS Rock Prairie , LP , dated September 25 , 2013 ,
recorded in Volume 11760, Page 264 and corrected in Volume 11849,
Page 171 , Official Records of Brazos County, Texas . (Being Great Oaks ,
Phase 1 B--This is Save and Except Tract Two)
• Deed of Trust Security Agreement and Financing Statement executed by
BCS Rock Prairie, L.P. a Texas limited partnersh ip to Fred Caldwell,
Trustee for the benefit of Caldwell Project Finance Company, L.L.C.,
dated January 20 , 2014 , recorded in Volume 11900 , Page 118 , Official
Records of Brazos County, Texas (in the amount of $1 ,500 ,000 .00).
(Being Great Oaks , Phase 18-This is Save and Except Tract Two)
• Memoradum of Oil and Gas Lease executed by Janet Carol Hanley to
PetroEdge Energy Ill , LLC, dated October 29 , 2014 , recorded in Volume
12382, Page 151 , Official Records of Brazos County, Texas .
• Memoradum of Oil and Gas Lease executed by Thomas M. Hanley to
PetroEdge Energy Ill, LLC, dated October 29, 2014 , recorded in Volume
12382, Page 153 , Official Records of Brazos County, Texas .
• Memoradum of Oil and Gas Lease executed by William R. Hanley to
PetroEdge Energy Ill , LLC, dated October 29, 2014 , recorded in Volume
12382, Page 155, Official Records of Brazos County , Texas .
• First Amended and Restated Declaration of Covenants , Conditions and
Restrictions for Mission Ranch (formerly called Great Oak Estates)
executed by BCS Rock Prairie , LP, dated December 15 , 2014 , recorded
in Vo l ume 12439, Page 80 , Offici a l Records of Brazos County , Texas .
(Being Great Oaks , Phase 1 B--This is Save and Except Tract Two)
THIS REPORT IS ISSUED WITH THE EXPRESS UNDERSTANDING, EVIDENCED
BY THE ACCEPTANCE OF SAME, THAT THE UNDERSIGNED, LAWYERS TITLE
COMPANY OF BRAZOS COUNTY DOES NOT UNDERTAKE HEREIN TO GIVE OR
EXPRESS ANY OPINION AS TO THE VALIDITY OF THE TITLE TO THE PROPERTY
ABOVE DESCRIBED, NOR AS TO THE VALIDITY OF ANY OF THE INSTRUMENTS
REPORTED HEREIN, INCLUDING THE PURPORTED DEED(S) ESTABLISHING THE
RECORD OWNER(S) CITED ABOVE, BUT IS SIMPLY REPORTING BRIEFLY
HEREIN, AS TO THE INSTRUMENTS FOUNDS OF RECORD PERTAINING TO THE
SUBJECT PROPERTY, AND IT IS EXPRESSLY UNDERSTOOD AND AGREED
THAT THIS REPORT IS NEITHER A GUARANTY OR WARRANTY OF THE TiTLE . Y
ACCEPTANCE OF THIS TITLE REPORT, IT IS UNDERSTOOD THAT THE LIABILITY
OF THE ISSUER HEREOF IS EXPRESSLY LIMITED TO $189.44. THIS SEARCH
HAS BEEN LIMITED TO THE ABOVE MATTERS AND THE ABOVE TIME PERIOD
AND LAWYERS TITLE COMPANY OF BRAZOS COUNTY HAS NOT SEARCHED
FOR, NOR HAS REFLECTED HEREIN, ANY EXAMINATION AS TO TAX SUITS,
SPECIAL ASSESSMENTS , CONFLICTS OR OTHER INSTRUMENTS WHICH MAY
AFFECT TITLE TO THE SUBJECT PROPERTY. IF TITLE INSURANCE COVERAGE,
WHICH IS NOT PROVIDED BY THIS REPORT, IS NEEDED, SAID COVERAGE IS
AVAILABLE THROUGH THE APPLICABLE PROMULGATED POLICY(IES), AT THE
SPECIFIED PROMULGATED PREMIUM.
. . . .
OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS, HAVE BEEN
CHECKED THROUGH January 20, 2015 @ 7:00 a.m.
Lawyers Title Company of Brazos County
By:~C}L
Date:
File No .:
Lawyers Title Company of Brazos County
1450 Copperfield Parkway
College Station, TX 77845
Phone: 979-776-3600
Fax: 979-776-2383
NOTHING FURTHER CERTIFICATE
December 30, 2014
GF No . M2395
Record Title at the Effective Date Hereof is Vested in:
BCS Rock Prairie , L. P., a Texas limited partnership
The Land Referred to In this Report is Described as Follows:
Tract One:
Being all that certain tract or parcel of land lying and be ing situated in the JAMES
ERWIN SURVEY, Abstract No. 119 and the CRAWFORD BURNETT SURVEY,
Abstract No. 7 in College Station , Brazos County, Texas, said tract or parcel being all of
the 2 .00 acre tract described in the deed from Grace Stallone Abbate , Independent
executrix of the estate of Jim Abbate deceased to Grace Stallone Abbate, Individually
recorded in Volume 2307 , Page 7 of the official Records of Brazos County , Texas
(O.R.B .C .) and a portion of the called 208 .32 acre tract described in the deed from
Grace Stallone Abbate, Independent Executrix of the Estate of Jim Abbate, Deceased ,
to Grace Stallone Abbate and Charles Anthony Abbate, Co-Trustees of the Jim Abbate
Testamentary Trust, of record in Volume 2310 , Page 12 of the Official Records of
Brazos County , Texas (O.R.B.C.), being said portion of the same land called the 336 .36
acre Tract One and the 6.47 acre Tract Two conveyed from R.S . Martin to Jim Abbate
by deed recorded in Volume 206, page 533 of the Brazos County Deed Records
(B .C .D.R.) and being more particularly described by metes and bounds as follows:
BEGINNING : at a found 1/2-inch iron rod marking the north corner of the called 336.36
acre Jim Abbate Tract One (206/533), the west corner of a called 6.47 acre Jim Abbate
Tract Two (206/533), the southeast corner of the 208 .523 acre lndivisa Corporation ,
Ltd. tract recorded in Volume 3812, Page 320 (O.R.B .C .), the south corner of the called
i0.43 acre Jasper Construction , Ltd . tract recorded ln Volume 8709, Page 53
(O .R.B .C .), and being in or near the common line of the said JAMES ERWIN SURVEY,
A-119 and the CRAWFORD BURNETT SURVEY, A-7 ;
THENCE: N 44 ° 59' 54" E (deed call N 45 ° 59' E -306 Varas) along the northwest line
of the called 6.47 acre Jim Abbate Tract Two (206/533), said line being common with
the called 10.43 acre Jasper Construction, Ltd . tract for a distance of 844.11 feet to a
found 5/8-inch iron rod in the southwest margin of the 2 .226 acre Holleman Drive South
right-of-way tract (formerly known as I. & G .N . Road) as recorded in Volume 5467 ,
Page 251 (O.R.B .C .) for the most northerly corner of this tract ;
THENCE: S 19 ° 53' 42" E (R.O.W . call S 19 ° 55' 49" E) along the said southwest
margin of Holleman Drive South right-of-way tract for a distance of 104.20 feet to a 1 /2-
inch iron rod set for the northeast corner of the called 0.49 acre Gene & Betty Zulkowski
tract described in Volume 323 , Page 145 (B.C .D .R.);
THENCE : S 63 ° 54' 20" W through the interior of the called 6.47 Jim Abbate Tract Two
and along the reconstructed northwest line of the called 0.49 acre Zulkowski tract for a
distance of 85 .82 feet to a 1 /2-inch iron rod set for the northwest corner of the called
0.49 acre Zulkowski tract, from whence a found 1 /2-inch iron rod marking an angle point
i n the west line of the said 0.49 acre Zulkowski tract bears S 1° 27' 44" E at a distance
of 98.74 feet for reference ;
THENCE: S 40° 30' 27" W continuing through the called 6 .47 acre Jim Abbate Tract
Two for a distance of 104.96 feet to a 1 /2-iron rod set for the north corner of the called
0.877 acre Gene & Betty Zulkowski tract recorded in Volume 323 , Page 145 (B .C .D .R.);
THENCE: S 43° 40' 04" W along the reconstructed northwest line of the called 0 .877
acre Zulkowski tract for a distance of 199.67 feet to a 1 /2-inch i ron rod set for the west
corner of the called 0.877 acre Zulkowski tract ;
THENCE: S 16° 37' 56" E along the reconstructed southwest li ne of the called 0 .877
acre Zulkowski tract for a distance of 210.00 feet to a 1 /2-inch iron rod set for t he south
corner of the called 0 .877 acre Zulkowski tract;
THENCE : N 45 ° 11' 04" E along the reconstructed southeast line of the called 0 .877
acre Zulkowski tract for a distance of 210 .00 feet to a 1/2-inch i ron rod set for the east
corner of the ca l led 0.877 acre Zulkowski tract;
THENCE: N 16° 18' 18" E for a d istance of 84.82 feet to a 1 /2-inch iron rod set at a
fence corner for the most southerly corner of the before-mentioned 0.49 acre Zulkowsi
tract , the northwest corner of the called 1 .02 acre Stephen Jay Larkin et ux (Tract Two)
recorded in Volume 1684 Page 182 , and an interior ell corner in the southeasterly line
of the called 6.47 acre Jim Abbate Tract Two (206/533);
THENCE : S 19° 48' 56" E (Deed Call S 18° 11' E -67 varas) along the fenced common
!ine of the called 1.02 acre Larkin tract ( 1684/182) and the called 6.4 7 acre Jim Abbate
Tract Two (206/533) for a distance of 195.20 feet to a 1 /2-inch iron rod set near a fence
corner for the southeast corner of the called 6.47 acre Jim Abbate Tract Two (206/533)
and the north corner of the called 9 .15 acre Larkin tract recorded in Volume, 1543 Page
47 , from whence a found 5/8-inch iron rod marking the south corner of the called 1.02
acre Larkin tract bears S 20 ° 02' 52" Eat a distance of 150.80 feet for reference ;
THENCE : S 43 ° 19' 52" W (Deed Call S 44 ° 24' W -184 varas) along the fenced
southeast line of the called 6.47 acre Jim Abbate tract (206/533), said line being
common with the northwest line of the called 9.15 acre Larkin tract (1543/47) for a
distance of 505 .93 feet to a cross-tie fence corner marking the west corner of the called
9 .15 acre Larkin tract (1543/47), the south corner of the called 6.47 acre Jim Abbate
Tract Two (206/533) and being in the northeast line of the called 336.36 acre Jim
Abbate Tract One (206/533), said cross-tie also being in or near the common line of the
said CRAWFORD BURNETT SURVEY, A-7 and the JAMES ERWIN SURVEY, A-119 ;
THENCE: S 46 ° 27' 34" E (Deed Call S 45 ° E) along the common line of the called
336.36 acre Abbate Tract One (206/533) and the called 9.15 acre Larkin tract (1543/47)
for a distance of 1299.64 feet to a 1 /2-inch iron rod set for corner in the before-
mentioned southwest line of the 2.226 acre Holleman Drive South right-of-way tract
(5467/251 );
THENCE : S 19 ° 59' 29" E (R.O .W . Call S 19 ° 58' 18" E) along the fenced margin of
said Holleman Drive South right-of-way for a distance of 42.60 feet to a 1/2-inch iron
rod set for the most southerly corner of the 2 .226 acre right-of-way tract, said iron rod
also marking the northwest corner of the called 2.2 acre International and Great
Northern Railroad Co. tract recorded in Volume 24, Page 356;
THENCE: S 20 ° 05' 41" E (Deed Call S 20 ° 28' E) along the common line of the called
336 .36 acre Jim Abbate Tract One (206 /533) and said 2.2 acre railroad right-of-way
tract (Holleman Drive South now occupies this 100 ' wide railroad tract and additional
tracts on the east side of the railroad for a total of 125 ' width at this location) for a
distance of 1089.02 feet to a 1 /2-inch iron rod set at the intersection of the called 2.2
acre railroad tract and the 0 . 71 acre Rock Prairie Road right-of-way tract (conveyed to
Brazos County , Texas as Gandy Road Extension and based on a 100-foot width
recorded in Volume 3360, Page 266 );
THENCE: 167.77 feet along the said 0.71 acre Rock Prairie Road right-of-way tract
(3360/266) in a counter-clockwise direction along the arc of a curve having a central
angle of 16 ° 01' 15", a radius of 600.00 feet, a tangent of 84.44 feet and a long chord
bearing S 51 ° 49' 45" W at a distance of 167.22 feet to a found 1 /2-inch iron rod for the
Point of Tangency;
THENCE: S 43 ° 49' 07'' W (R.O.W . Call S 43 ° 50' 31" W -469 .63 ') continuing along the
northwest marg in of said 0.71 acre Rock Prairie Road right-of-way tract (3360/266) for
a distance of 469.81 feet to a found 1/2-inch iron rod marking the west corner of the
before-mentioned 0. 71 acre right-of-way tract, said iron rod also marking the north
corner of the 0 .34 acre Rock Prairie Road right-of-way tract recorded in Volume 3314,
Page 214 (0.R.B.C.) and being in the northeast line of the called 12.74 acre
Middlebrook tract recorded in Volume 1346, Page 344 (O.R.B.C .)
THENCE: N 44 ° 44' 00" W (Middlebrooke Deed Call N 47° 31' W) along the northeast
line of the called 12.74 acre Middlebrook tract for a distance of 1793 .36 to 1/2-inch iron
rod set for the north corner of the called 12 . 7 4 acre Middlebrook tract ( 1346 /344 );
THENCE: S 45 ° 01 ' 54" W (Middlebrooke Deed Call S 45° 29' W ), at 300 .00 feet pass a
found 3/8-inch iron rod marking the west corner of the called 12 . 7 4 acre Middlebrook
tract ( 1346/344) and the north corner of the called 12 . 7 4 acre Mosley tract recorded in
Volume 366 , Page 408 (B.C.D.R.), at 600 .00 feet pass a found 3/8 -i nch iron rod
marking the west corner of the called 12 . 7 4 acre Mosley (366/408) and the north corner
of the called 12 . 7 4 acre Charles Abbate tract recorded in Volume 1184, Page 15
(0.R.B .C .), cont inue for a total distance of 900.00 feet to a found 3/8-inch iron rod
mark ing the west corner of the called 12 .74 acre Charles Abbate tract (1184/15);
THENCE : S 44° 44' 00" E (Charles Abbate Deed Call S 47° 31' E) along the southwest
line of the called 12 . 7 4 acre Charles Abbate tract {1184/15) for a distance of 1757 .30
feet to a found 1 /2-inch iron rod marking the west corner of the 0.44 acre Rock Prairie
Road right-of-way tract recorded in Volume 3314 , Page 226 (O .R.B.C .) and the
northeast corner of the 10 .15 acre Rock Prairie Road right-of-way tract reco rded in
Volume 3360 , Page 266 (O.R.B.C.);
THENCE: along the north line of the beforesaid 10.15 acre Rock Prairie Road right-of-
way tract (3360 /266) for the follow ing four (4) calls :
1) 230.32 feet in a clockwise direction along the arc of a curve having a central
angle of 26 ° 23' 33 ", a radius of 500 .00 feet , a tangent of 117.24 feet and a long
chord bearing S 84 ° 1 O' 00" W at a distance of 228.29 feet to a found 1 /2-i nch
iron rod for the Point of Tangency ;
2 ) N 82 ° 38' 13" W (R.O.W. Call N 82 ° 37' 04" W -1084.33') for a distance of
1084.55 feet to a found 1/2-inch iron rod for corner;
3) N 20 ° 44 ' 47" W (R.O.W. Call N 20 ° 43' 38" W) for a distance of 235.47 f eet to a
found 1 /2-inch iron rod for corner;
4) S 89 ° 58' 51" W {R.O.W. Call West -421.85 ') for a distance of 421.64 feet to a
found 1/2-inch iron rod in the east line of Lot 1, Block 3 , GREAT OAKS
SUBDIVISION , PHASE ONE as recorded in Volume 4150 , Page 295 (O.R.B.C.);
THENCE : N 15° 39' 1 O" E along the east line of said Lot 1, Block 3 GREAT OAKS
SUBDIVISION , PHASE ONE at 114. 78 feet pass a found 1 /2-inch iron rod witness
po int, continue for a total distance of 139 . 78 feet to the northeast corner of said Lot 1,
Block 3 in the center line of Hopes Creek ;
THENCE: along the easterly lines of said GREAT OAKS SUBDIVISION , PHASE ONE ,
said line also being the approximate center line meanders of Hopes Creek for the
follow ing sixteen (16) calls upstream : ·
1) N 61 ° 19' 20" W for a distance of 71.45 feet for corne r,
2) S 77° 01' 1 O" W for a distance of 126 .20 feet for corner ,
3) N 56 ° 34 ' 54" W for a d istance of 92.87 feet for corner,
4 ) S 70 ° 02 ' 16" W for a distance of 24.67 feet for corner,
5) N 50 ° 41' 58" W for a distance of 56 .99 feet for corner ,
6) N 37° 29' 56" E for a distance of 58 .92 feet for corner,
7) N 04 ° 58' 59" W for a distance of 79.43 feet for corner,
8 ) N 55 ° 46' 20" W for a distance of 90 . 71 feet for corner ,
9 ) N 28 ° 01' 04" E for a distance of 47.10 feet for corner,
10)N 47° 47' 20" W fo r a distance of 68.94 feet for corner,
11 )N 32 ° 59' 04" W for a distance of 70.56 feet for corner,
12)N 42 ° 31' 48" W for a distance of 91 .38 feet for corner,
13)N 05 ° 12' 02" E for a distance of 72 .76 feet for corner,
14 )N 42 ° 05' 43" W for a distance of 73 .36 feet for corner,
15)S 84 ° 58' 09" W for a distance of 46 .07 feet for corner, and
16 )S 66 ° 59 ' 24" W for a distance of 71.47 feet for corner , at the confluence of an
un-named tributary of Hopes Creek;
THENCE : along the approximate centerline meanders of the un-named t ributary of
Hopes Creek for the following twelve (12) calls :
1) S 68 ° 50' 13" E for a distance of 54 .67 feet fo r corner ,
2 ) S 18 ° 45 ' 27" W for a distance of 34 .51 feet for corner,
3 ) S 82 ° 00' 36" W for a distance of 72 .33 feet for corner,
4) S 41 ° 35' 1 O" W for a distance of 20.31 feet for corner,
5) S 17° 54 ' 33" W for a distance of 28 .62 feet for corner,
6) S 59 ° 15' 02 " W for a distance of 22 .07 feet for corner,
7) N 77° 53' 13" W for a distance of 74 .11 feet for corne r,
8) S 55 ° 1 O' 06" W for a distance of 38 .96 feet for corner,
9 ) N 46 ° 28' 24" W for a distance of 33.37 feet for corner ,
1 O)N 15 ° 54' 07'' W fo r a distance of 50 .67 feet for corner,
11 )N 51 ° 53' 51" E for a distance of 89 .38 feet for corner and
12)N 74 ° 37' 49" W for a distance of 78 .88 feet for corne r in the southeast line of
Lot 6, Block 3, of said GREAT OAKS SUBDIVISION , PHASE ONE , from
whence a found 1/2-inch iron rod marking the most southerly corner of said Lot
6 bears S 43 ° 46 ' 58" W at a distance of 50 . 78 feet for reference ;
THENCE : N 43 ° 46 ' 58 " E (Deed Call N 45 ° 19 ' E) along the southeast line of said
GREAT OAKS SUBDIVISION, PHASE ONE , said li ne also being the northwest line of
the called 336 .36 acre J im Abbate Tract One (206/533) and t he southeast line of the
befo re-mentioned 208 .523 acre lndivisa Corporation , Ltd . Tract (3812 /320) at 473 .96
feet pass a found 1/2-inch iron rod marking the east corner of Lot 7, Block 3 of said
GREAT OAKS SUBDIVISION , con t inue along the common line of the called 336 .36
acre Jim Abbate Tract One (206/533) and the said 208 .523 acre lndivisa Corporation ,
Ltd . tract fo r a total d istance of 3090.15 feet to the POIN T OF BEGiNNiNG and
conta in ing 132 .901 acres of land , more or less.
Tract Two:
Being all that certa in tract or parcel of land lying and being situated in the JAMES
ERWIN SURVEY, Abstract No. 119 in College Station , Brazos County, Texas and
being part of the called 12 . 7 4 acre tract described in the deed from Jim Abbate and
wife , Grace Abbate to Bobby Mosley and wife, Willie Ann Mos ley recorded in Volume
366 , Page 408 of the Brazos County Deed Records (B.C .D.R.) and being more
part icu larly described by metes and bounds as follows :
BEGINNING: at a found 3/8-inch iron rod marking the west corner of the called 12 .74
acre Mosley tract (366/408) and the north corner of the called 12. 7 4 acre Charles
Abbate tract recorded in Volume 1184, Page 15 of the Official Records of Brazos
County , Texas (O .R.B.C .), from whence a found 3/8-inch iron rod marking the west
corner of the called 12 . 7 4 acre Abbate tract ( 1184/15) bears S 45 ° O 1' 54 " W at a
distance of 300 .00 feet for reference ;
THENCE : N 45 ° 01' 54 " E (Deed Call N 42 ° 29' E) along the northwest line of the called
12 .74 acre Mosley tract for a distance of 300.00 feet to a 1/2-inch iron rod set for the
north corner of th is tract , said iron rod also marking the west corner of the called 12 . 7 4
acre Pauline Middlebrook tract recorded in Volume 1346, Page 344 (O.R.B.C .);
THENCE: S 44° 44' 00" E (Deed Call S 47 ° 31' E) along the common line of the called
12. 7 4 acre Middlebrook tract ( 1346/344) and the cal led 12 . 7 4 acre Mosley tract
(366 /4 08) for a distance of 1799.72 feet to a found 1/2-inch iron rod marking the west
corner of the 0 .34 acre Rock Prairie Road right-of-way Tract 4 (conveyed to Brazos
County , Texas as Gandy Road Extension and based on a 100-foot width recorded in
Volume 3314 , Page 214 ), and the north corner of the called 0 .34 acre Rock Pra irie
Road right-of-way Tract 3 (conveyed to Brazos County , Texas as Gandy Road
Extension and based on a 100-foot width recorded in Volume 3314, Page 220 ), from
whence a found 1 /2-inch iron rod marking the Point of Curvature near the intersection
of Hollemann Drive South bears N 43 ° 49' 07" Eat a distance of 769 .91 feet for
reference;
THENCE : S 43 ° 49' 07'' W through in interior of the called 12 . 7 4 acre Mosley tract
(366 /408) an d along the northwest line of the said 0 .34 acre right-of-way tract
(3314/220) fo r a distance of 300.10 feet to a found 1/2-inch iron rod marking the west
corner of the said 0.34 acre right-of-way tract (3314/220), said iron rod also marking the
north corner of the 0.44 acre Rock Prairie Road right-of-way Tract 2 (conveyed to
Brazos County, Texas as Gandy Road Extension and based on a 100-foot width
recorded in Volume 3360, Page 226 ), and being in the common line of the called 12.74
acre Mosley tract (366/408) and the called 12 . 74 acre Abbate tract (1184/15);
TH ENCE : N 44 ° 44' 00" W (Deed Call N 4 7° 31' W) along the before-mentioned
common line for a distance of 1806 .07 feet to the POINT OF BEGINNING and
containing 12.417 acres of land , more or less .
Tract Three:
Being all that certain tract or parcel of land lying and being situated in the JAMES
ERWIN SURVEY , Abstract No. 119 in College Station, Brazos County , Texas and
being part of the called 12 . 7 4 acre tract described in an Owelty Deed of Partition
executed by Jane Abbate , aka Janell Louise Abbate to Charles Abbate , aka Charles
Anthony Abbate recorded in Volume 1184, Page 15 of the Official Records of Brazos
County, Texas (O.R.B.C .) and being more particularly described by metes and bounds
as follows:
BEGINNING : at a found 3/8 -inch iron rod marking the west corner of the called 12. 7 4
acre Charles Abbate tract (1184/15);
THENCE : N 45 ° 01' 54" E (Deed Call N 42 ° 29' E) along the northwest line of the called
12. 7 4 acre Charles Abbate tract (1184/15) for a distance of 300 .00 feet to a found 3/8 -
inch iron rod marking the north corner of this tract, said iron rod also ma rking the
northeast corner of the called 12 . 7 4 acre Bobby Mosley and wife , Willie Ann Mosley
tract recorded in Volume 366 , Page 408 of the Brazos County Deed Records
(B.C .D.R.);
THENCE : S 44 ° 44' 00" E (Deed Call S 4 7° 31' E) along the common line of the called
12 . 7 4 acre Charles Abbate tract (1184/15) and the called 12 . 74 ac re Mosley tract
(366 /408) for a d istance of 1806 .07 feet to a found 1 /2-i nch iron rod marking the west
corner of the 0 .34 acre Rock Prairie Road right-of-way Tract 3 (conveyed to Brazos
County , Texas as Gandy Road Extension and based on a 100-foot width recorded in
Volume 3314 , Page 220 ), and the north corner of the 0.44 acre Rock Prairie Road
right -of-way Tract 2 (conveyed to Brazos County, Texas as Gandy Road Extension and
based on a 100-foot width recorded in Volume 3314 , Page 226 ), from whence a found
1/2-inch iron rod marking the Point of Curvature near the intersection of Hollemann
Drive South bears N 43 ° 49' 07'' E at a distance of 1070 .01 feet for reference;
THENCE : S 43 ° 49' 07'' W through in interior of the called 12. 7 4 acre Charles Abbate
tract and along the northwest line of the said 0.44 acre right-of-way tract (3314/226) fo r
a d istance of 70 .53 feet to a found 1/2-inch iron rod for the Point of Curvature of a curve
to the right ;
THENCE: 236 .94 feet along the arc of said curve having a central angle of 27° 09' 07'',
a radius of 500 .00 , a tangent of 120 .74 and a long chord bears S 57° 23' 41" Wat a
distance of 234 .73 to a found 1/2-inch iron rod marking the west corner of the sa id 0.44
acre right -of-way tract (3314/226) and being in the southwest line of the called 12 .74
acre Charles Abbate tract ( 1184/15);
THENCE: N 44 ° 44' 00" W (Deed Call N 47° 31' W) along the southwest line of the
called 12 . 7 4 acre Charles Abbate tract (1184/15) for a distance of 1757.30 feet to the
POINT OF BEGINNING and containing 12 .365 acres of land , more or less.
Tract Four:
Being all that certain tract or parcel of land lying and being situated in the JAMES
ERWIN SURVEY, Abstract No . 119 in College Station , Brazos County, Texas and
being part of the called 12. 7 4 acre tract described in the deed from Jim Abbate and
wife , Grace Abbate to Pauline Middlebrook recorded in Volume 1346, Page 344 of the
Official Records of Brazos County, Texas (O .R.B.C.) and being more particularly
descri bed by metes and bounds as follows:
BEGINNING : at a 1/2-inch iron rod set marking the west corne r of the called 12.74 acre
Middlebrook tract and the north corner of the called 12 . 7 4 acre Bobby Mosley and wife ,
Willie Ann Mosley tract recorded in Volume 366 , Page 4 08 of the Brazos County Deed
Records (B.C.D.R.), from whence a found 3/8-inch iron rod marking the west corner of
the ca ll ed 12. 7 4 acre Mosley tract bears S 45 ° 01 ' 54 " W at a distance of 300 .00 feet
for re f erence ;
THENCE : N 45 ° 01' 54" E (Deed Call N 45 ° 29' E) along the northwest line of the called
12 .74 acre Middlebrook tract (1346/344) for a distance of 300 .00 feet to a 1/2-inch iron
rod set for the north corner of the called 12 . 7 4 acre Middlebrook tract ( 1346/344 );
THENCE: S 44° 44' 00" E (Deed Call S 47° 31' E) along the northeast line of the called
12 . 7 4 acre Middlebrook tract (1346/344) for a distance of 1793.36 feet to a found 1 /2 -
inch iron rod marking the north corner of the 0 .34 acre Rock Prairie Road right -of -way
Tract 4 (conveyed to Brazos County, Texas as Gandy Road Extension and based on a
100-foot width recorded in Volume 3314 , Page 214 ), from whence a found 1/2-inch
iron rod marking the Point of Curvature near the intersection of Hollemann Drive South
bears N 43 ° 49 ' 07'' E at a distance of 469 .81 feet fOi reference ;
THENCE: S 43 ° 49' 07'' W through in interior of the called 12.74 acre Middlebrook tract
(1346 /344) and along the northwest line of the said 0.34 acre Rock Prairie Road right-
of-way tract (3314/214) for a distance of 300 .10 feet to a found 1 /2-inch iron rod
mark ing the west corner of the said 0.34 acre right-of-way tract (3314/214), said iron
rod also marking the north corner of the 0 .34 acre Rock Prairie Road right-of-way Tract
3 (conveyed to Brazos County , Texas as Gandy Road Extension and based on a 100 -
foot width recorded in Volume 3314, Page 220) and being in the common line of the
cal led 12 .7 4 acre Middlebrook tract (1346/344) and the called 12 .74 acre Mosley tract
(366 /408);
THENCE: N 44 ° 44' 00" W (Deed Call N 47° 31' W) along the before-men t ioned
common line for a distance of 1799.72 feet to the POINT OF BEGINNING and
containing 12 .373 acres of land , more or less.
Tract Five:
Be ing all that certain tract or parcel of land lying and being situated in the CRAWFORD
BURNETT SURVEY, Abstract No. 7 in College Station , Brazos County, Texas and
being all of the called 9.15 acre tract described in the deed from Roy G . Courim and
wife, Shirley M. Courim to Stephen Jay Larkin and wife, Rebecca Ann Larkin recorded
in Volume 1543, Page 47 of the Official Records of Brazos County, Texas (O.R.B.C.)
and the remaining portion of the called 1.02 acre Tract Two described in the deed from
Roy G . Courim and wife, Shirley M. Courim to Stephen Jay Larkin and wife, Rebecca
Ann Larkin recorded in Volume 1684, Page 182 (O.R.B.C.) and being more particularly
described by metes and bounds as follows:
BEGINNING: at found cross-tie fence corner marking the west corner of the called 9.15
acre Larkin tract , the south corner of the called 6 .47 acre Jim Abbate Tract Two as
recorded in Volume 206 , Page 533 of the Brazos County Deed Records (B .C .D.R.) and
being in the northeast line of the called 336.36 acre Jim Abbate Tract One recorded in
Volume 206 , Page 533 (B .C.D .R.), said cross-tie also being in or near the common line
of the said CRAWFORD BURNETT SURVEY, A-7 and the J. ERWIN SURVEY, A-119;
THENCE: N 43 ° 19' 52" E (deed call N 43° 21' 16" E) along the fenced southeast line of
the called 6.47 acre Abbate tract, said line being common with the northwest line of the
called 9.15 acre Larkin tract for a distance of 505.93 feet to a 1 /2-inch iron rod set near
a fence corner in the west line of the called 1.02 acre Larkin tract, from whence a found
5/8-inch iron rod marking the south corner of the called 1 .02 acre Larkin tract bears S
20 ° 02' 52" E at a distance of 150 .80 feet for reference ;
THENCE: N 19 ° 48' 56" W (deed call N 19 ° 47' 32" W) along the fenced line of the
called 1.02 acre Larkin tract and the called 6.47 acre Abbate tract for a distance of
195.20 feet to a 1/2-inch iron rod set at a fence corner for the northwest corner of the
called 1.02 acre Larkin tract, the most southerly corner of the called 0.49 acre Zulkowsi
tract as recorded in Volume 323, Page 145 and an angle point in the called 6.47 acre
Abbate tract;
THENCE: N 68 ° 30' 20" E (deed call N 68 ° 26' 54" E -126.76') along the north line of
the called 1.02 acre Larkin tract, said line being common with the south line of the
called 0.49 acre Zulkowski tract for a distance of 126.83 feet to a found 1/2-inch iron
rod for corner in the southwest margin of Holleman Drive South right-of-way tract
(formerly known as I. & G .N. Road) as recorded in Volume 5467 , Page 251 (O.R.B.C.),
from whence a found 5/8-inch iron rod marking the common most easterly corner of the
called 6.47 acre Abbate tract and the called 10.43 acre Jasper Construction, Ltd. tract
recorded in Volume 8709, Page 53 (O.R.B.C .) bears N 19° 53' 42" Wat a distance of
303.39 feet for reference ;
THENCE: S 19 ° 53' 42" E along the fenced margin of said Holleman Drive South right-
of-way tract for a distance of 124.00 feet to a 1 /2-inch iron rod set for an angle point;
THENCE: S 19° 59' 29" E continuing along said fenced margin of Holleman Drive South
for a distance of 1465.1 O feet to a 1 /2-inch iron rod set for the most southerly corner of
this tract, said iron rod being in or near the common line of the said CRAWFORD
BURNETT SURVEY, A -7 and J. ERWIN SURVEY , A-119 , from whence an 8-inch
diamet er ceda r post fence corner bears S 19 ° 24' 28 " E at a dista nce of 41 .1 feet for
reference ;
THENCE : N 46 ° 27' 34" W (deed call N 46 ° 30' 11" W -1300 .4 0 ') along the common
line of the before-mentioned 9 .15 acre Larkin tract and the 336.36 acre Abbate t ract ,
sa id line being generally northeast of a wire fence for a distance of 1299 .64 feet to the
POINT OF BEGINNING and containing 10 .1 51 acres of land , more or less.
NOTE : The Company is prohibited from insuring the area or quantity of the land
described herein . Any statement in the above legal description of the area or quantity
of land is not a representat ion t hat such are or quantity is correct, but is made only for
info rmational and /or identification purposes and does no t ove rri de Item 2 of Schedule B
hereof.
Exceptions :
The above name(s ) and legal descript ion was searched for deeds , deeds of trust,
mechanics liens , judgments , federa l t ax li ens , state tax liens , and all othe r filings in t he
official records which would affect title , from October 29 , 2012@ 4:24 pm to January
20 , 2014@ 7 :00 a.m. and we find no othe r actions o r conveyan ce affect ing the title to
said land from October 29 , 2012 @ 4 :24 pm except t he follow ing :
o Special Wa rranty Deed with Vendor's Li en execu t ed by Grace Stallone
Abbate , et al to BCS Rock Prairie , L.P., dated October 25 , 2012 , recorded
in Volume 10982 , Page 82 , Official Records of Brazos County , Texas .
(Tract 1)
• Deed of Trust Security Agreement and Financing Statement executed by
BCS Rock Prairie , LP to Tim Jones , as Trustee for the benefit of First
Victoria National Bank , dated October 25 , 2012 , recorded in Vo lume
10982 , Page 93 , Official Records of Brazos Cou nty , Texas (i n the amount
of $3 ,350 ,000 .00 ).
• Special Warranty Deed with Vendor's Lien executed by Bobby Mosely , et
a l to BCS Rock Pra irie , L.P ., dated Oct ober 25 , 20 12 , recorded in Vo lume
10982 , Page 241, Official Records of Brazos Cou nty , Texas . (Tract 2)
• Special Warranty Deed with Vendor's Lien executed by Charles Abbate ,
et ux to BCS Rock Prairie , L.P ., dated October 25 , 2012 , recorde d in
Volume 10982 , Page 247 , Official Records of Brazos County , Texas .
(Tract 3)
• Special Warranty Deed with Vendor's Lien executed by Pauline
Middlebrook to BCS Rock Prairie, L.P ., dated October 25, 2012 , recorded
in Volume 10982, Page 253, Official Records of Brazos County, Texas.
(Tract 4)
• Special Warranty Deed with Vendor's Lien executed by Stephen J .
Larking , et al to BCS Rock Pra irie, L.P ., dated October 25, 2012 , recorded
in Volume 10982, Page 258 , Official Records of Brazos County, Texas .
(Tract 5)
• Affidavit of Non-Production executed by Stephen J . Larkin , et al , dated
October 25 , 2012 , recorded in Volume 10982, Page 265 , Official Records
of Brazos County, Texas . (Tract 5)
Agreement by and between BCS Rock Prairie , LP and Gene and Betty
Zulkowski , dated Octobe r 25 , 2012 , recorded in Volume 11094, Page 292 ,
Official Records of Brazos County , Texas . (Tract 1)
• Memorandum of Oi l and Gas Lease executed by Grace S . Abbate , et al to
Carr Resou rces , Inc ., dated June 21, 2013 , recorded in Volume 11432,
Page 83 , Official Records of Brazos County , Texas.
• Memorandum of Oil and Gas Lease ex ecuted by Grace Stallone Abbate
to Carr Resources , Inc ., dated June 21 , 2013 , recorded in Volume 11432 ,
Page 96 , Official Reco rds of Brazos County, Texas .
• Declaration of Covenants , Conditions a nd Res t ric ti ons for G reat Oak
Estates executed by BCS Rock Pra irie , LP , dated September 25 , 2013 ,
recorded in Volume 11760 , Page 264 , Official Records of Brazos County ,
Texas . (No Exhibi t "A " attached)
Curative Matters :
THIS REPORT IS ISSUED WITH THE EXPRESS UNDERSTANDING, EVIDENCED
BY THE ACCEPTANCE OF SAME, THAT THE UNDERSIGNED, LAWYERS TI T LE
COMPANY OF BRAZOS COUNTY DOES NOT UNDERTAKE HEREIN TO GIVE OR
EXPRESS ANY OPINION AS TO THE VALIDITY OF THE TITLE TO THE PROPERTY
ABOVE DESCRIBED, NOR AS TO THE VALIDITY OF ANY OF THE INSTRUMENTS
REPORTED HEREIN, INCLUDING THE PURPORTED DEED(S) ESTABLISHING THE
RECORD OWNER(S) CITED ABOVE, BUT IS SIMPLY REPORTING BRIEFLY
HEREIN, AS TO THE INSTRUMENTS FOUNDS OF RECORD PERTAINING TO THE
SUBJECT PROPERTY, AND IT IS EXPRESSLY UNDERSTOOD AND AGREED
THAT THIS REPORT IS NEITHER A GUARANTY OR WARRANTY OF THE TITLE . Y
ACCEPTANCE OF THIS TITLE REPORT, IT IS UNDERSTOOD THAT THE LIABILITY
OF THE ISSUER HEREOF IS EXPRESSLY LIMITED TO $81.19. THIS SEARCH HAS
BEEN LIMITED TO THE ABOVE MATTERS AND THE ABOVE TIME PERIOD AND
LAWYERS TITLE COMPANY OF BRAZOS COUNTY HAS NOT SEARCHED FOR ,
NOR HAS REFLECTED HEREIN , ANY EXAMINATION AS TO TAX SUITS , SPECIAL
ASSESSMENTS , CONFLICTS OR OTHER INSTRUMENTS WHICH MAY AFFE CT
TITLE TO THE SUBJECT PROPERTY. IF TITLE INSURANC E COVERAGE , WHICH
IS NOT PROVIDED BY THIS REPORT , IS NEEDED , SAID COVERAGE IS
AVAILABLE THROUGH THE APPLICABLE PROMULGATED POLICY(IES), AT THE
SPECIFIED PROMULGATED PREMIUM.
OFF ICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS , HAVE BEEN
CHECKED THROUGH December 30 , 2014@ 2:00 .
Lawyers Title Company of Brazos County
FOR OFFICE USE ONLY
CASE NO .: 15-0 I
DATE susM1nEo: o3i 11 { I s
TIME : j\'.60 CITY OF Coll.EGE STATION
Homt o/T= A&M U11ivmity'
FINAL PLAT APPLICATION
STAFF : A::f
(Check one) D Minor
($700)
D Amending
($700)
[XI Final
($932)
D Vacating
($932)
0 Replat
($932)
Is this plat in the ETJ? D Yes 129 No Is this plat Commercial 0 or Residentia l [g]
MINIMUM SUBMITTAL REQUIREMENTS:
129 $700-$932 Final Plat Application Fee (see above).
D $233 Waiver Request to Subdivision Regulations Fee (if applicable).
~ $600 (minimum) Development Permit Application I Public Infrastructure Review and Inspection Fee . Fee is
1 % of acceptable Engineer's Estimate for public infrastructure , $600 minimu m (if fee is > $600 , the balance is
due prior to the issuance of any plans or development permit).
~ Application completed in full. Th is application form provided by the City of College Station must be used and
may not be adjusted or altered . Please attach pages if additional information is provided .
~ Six (6) folded copies of plat. (A signed mylar orig inal must be submitted after approval.)
~ Two (2) copies of the grading , drainage , and erosion contro l plans with supporting drainage report.
~ Two (2) copies of the Public infrastructure plans and supporting documents 0f applicable).
D Copy of original deed restrictions/covenants for rep lats (if applicable).
~ Titl e report for property current within ninety (90) days or accompanied by a Nothing Further Certificate
current with i n ninety (90) days . The report must include applicable information such as ownership, liens ,
encumbrances , etc.
~ Pa id tax certificates from City of College Station , Brazos County and College Station l.S.D.
~ The attached Fi nal Plat checklist w ith all items checked off or a brief explanation as to why t hey are not.
NOTE: A mylar of the approved preliminary plan must be on file before a final plat application will be c onsidered
complete. If the mylar is submitted with the final plat application , it shall be considered a sub mi ttal fo r the
pr eliminary plan project and processed and reviewed as such . Until the my lar has been confirmed by staff
to be correct, the final plat application will be considered incomp lete .
Date of Optional Preapp lication or Stormwater Management Conference
NAME OF PROJECT Mission Ranch Phase 1.
ADDRESS
SPECIFIED LOCATION OF PROPOSED PLAT:
Near the intersection of Holleman Drive and Deacon Drive
APPLICANT/PROJECT MANAGER'S INFORMATION (Primary contact for the proj ect):
Name BCS Rock Prairie Road LP E-mail ccooper@cafdwe/Jcos.com
Street Address 1700 Research Pkwy Ste 110
City College Station State Tx ---------Zip Code _7_78_4_5 ___ _
Phone Number 979-260-7000 Fax Number
~--------------~
Revised 4/14 Page 1 of 9
PROPERTY OWNER'S INFORMATION (All owners must be identified . Please attach an add itional sheet for mult iple
owners):
Name __ SAM~_l.._-'-'ID~~o_Wf'._e_r-_________ E-mail
Street Address
City
Phone Number
State
ARCHITECT OR EN~I NEER'S INFORM.ATl~N : /).'-
Name /Vl.d\ure ; Pl'OvJ~ ~r~t.-.. .. ~ (JJL~"-\ail
Street Address fot>j W,,r;)Jc.rcitk-
City C/k~< S-IJ~~ State
Phone Number _f>~°'-~-"'~>~fS~'il __________ _
Do any deed restrictions or covenants exist for this property?
Z ip Code
Zip Code 77~ tf5
Fax Number
D Yes ~ No
Is there a temporary blanket easement on this property? If so , please provide the Volume ____ and Page No . __ _
Total Acreage Total No . of Lots 3'b
Existing Use ~
Number of Lots B oning District
Proposed Use
3'i I gs
Average Acreage Of Each Residential Lot By Zoning District:
o:Z.1 / f?_S
Floodplain Acreage 0
-----------------------------------~
Is there Special Flood Hazard Area (Zone A or Zone AE on FEMA FIRM panels) on the property? I Yes ~No
This information is necessary to help staff identify the appropriate standards to review the application and will be used to
help determine if the application qualifies for vesting to a previous ordinance . Notwithstanding any assertion made ,
vesting is limited to that which is provided in Chapter 245 of the Texas Local Government Code or other applicable law.
Is this application a cont inuation of a project that has received prior City platting approval(s) and you are requesting the
application be reviewed under previous ordinance as applicable?
I Yes
I No
If yes , provide information regarding the first approved application and any related subsequent applications (provide
additional sheets if necessary):
Project Name:
City Project Number (if known):
Date I Timeframe when submitted :
Revised 4/14 Pa ge 2 of 9
A statement addressing any differences between the Final Plat and Prel iminary Plan (if applicable):
Requested waiver to subdiv ision reQulations and reason for same (if aoolicable):
Regarding the waiver request, explain how:
1. There are special circumstances or conditions affecting the land involved su ch that str ict appl ication of the
subdivision regu lations will deprive the applicant of the reasonable use of his land .
2 . The waiver is necessary for the preservation and enjoyment of a substantial property right of the applicant.
3. The granting of the waiver will not be detrimental to the public health , safety , or welfare , or inj urious to other
property in the area , or to the City in administering subdivision regu lations.
4. The granting of the waiver will not have the effect of preventing the orderly subdiv ision of othe r land in the area in
accordance w ith the provisions of the Unified Development Ordinance.
Fee in li eu of sidewalk construction is be ing requested because of the fo ll owing cond ition (i f appli c able):
1. C An alternative pedestrian way or multi-use path has been or wi ll be provided outside the right-of-w ay ;
2. Ii The presence of unique or unusual topographic, vegetative , or other natural cond itions exist so that stri ct
adherence to the s idewalk requirements of the UDO is not physica ll y feas ible or is not in keep ing with the
purposes and goals of the UDO or the City's comprehensive Plan ;
3 . C: A cap ital improvement project is imm inent that will include construction of the requ ired sidewalk. Imminen t sha ll
mean the proj ect is funded or projected to commence within twelve (12) months ;
4 . Ci Ex isting streets constructed to rural section that are not identified on the Thoroughfare Pla n w ith an es tate I
rura l context;
5. 1J When a sidewalk is required along a street whe re a multi -use path is shown on the Bicycle , Pedestri a n, and
Greenways Master Plan ;
Revised 411 4 Page 3 of 9
6. r. The pro posed deve lopment is within an older residential subdivision meeting the criteria in Platting and
Replatting within Older Residential Subdivisions Section of the UDO; or
7 . C The proposed development contains frontage on a Freeway I Expressway as designated by Map 6 .6 ,
Thoroughfare Plan -Functional Classification , in the City's Comprehensive Plan.
De t ailed explanation of condition identified above:
NOTE: A waive r to the sidewalk requirements and fee in lieu of sidewalk construction shall not be considered at the
same time by the Planning & Zoning Commission .
Requested Oversize Participation _______________________________ _
Total Linear Footage of
Proposed Public :
Zi//, ~ Streets
,0 0 Sidewalks
~Sanitary Sewer Lines
1.:z:u, Water Lines
_O_ Channels
?of Storm Sewers
0 Bike Lanes I Paths
Parkland Dedication due prior to filing the Final Plat:
ACREAGE:
___ No . of acres to be dedi cated + $ ____ development fee
___ No. of acres in floodp lain
___ No . of acres in detention
___ No . of acres in greenways
OR
FEE IN LIEU OF LAND:
__ No . of SF Dwelling Units X $ = $ ---------
(date) Approved by Parks & Recreation Advisory Board -----
NOTE : DIGITAL COPY OF PLAT MUST BE SUBMITIED PRIOR TO FILING .
The applicant has prepared this application and certifies that the facts stated herein and exhib its attached hereto are
true , correct, and complete . IF TH IS APPLICATION IS FILED BY ANYONE OTHER THAN THE OWNER OF THE
PROPERTY , this applicat ion must be accompanied by a power of attorney statement from the owner. If there is more
than one owner, all owners must sign the application or the power of attorney . If the owner is a company , the application
must be accompanied by proof of authority for the company 's representative to sign the app lication on its behalf. LIEN
HOLDERS identified in the title report are also considered owners and the appropriate signatures must be provided as
described above.
Date
Revised 4/14 Page 4 or 9
CERTIFICATIONS REQUIRED FOR ALL DEVELOPMENT
Owner Certification:
1. No work of any kind may start until a permit is issued.
2. The permit may be revoked if any false statements are made herein .
3. If revoked, all work must cease until permit is re-issued .
4 . Development shall not be used or occupied until a Certificate of Occupancy is issued.
5 . The permit will expire if no significant work is progressing with in 24 months of issu;mce.
6 . Other permits may be required to fulfill local, state , and federal requirements . Owner will obtain or show
compliance with all necessary State and Federa l Permits prior to construction including NOi and SWPPP .
7. If requ ired, Elevation Certificates will be provided with elevations certified during construction (forms at slab pre -
pour) and post construction.
8 . Owner hereby gives consent to City representatives to make reasonable inspections requ ired to verify
compliance.
9. If, stormwater mitigation is required, including detention ponds proposed as part of this project, it shall be
designed and constructed first in the construction sequence of the project.
10. In accordance with Chapter 13 of the Code of Ordinances of the City of College Station, measures shall be taken
to insure that all debris from construction, eros ion , and sedimentation shall not be deposited in city streets, or
existing dra inage facilities. All development shall be in accordance with the plans and specifications submitted to
and approved by the City Engineer for the above named project. All of the applicable codes and ordinances of th e
City of College Station shall apply.
11 . The Information and conclusions contained in the attached plans and supporting do cuments will co mply with the
current requirements of the City of College Station, Texas City Code , Chapter 13 and associated BCS Unified
Design Guidel ines Technical Specifications, and Standard Details. All development has been designed in
accordance w ith all applicable codes and ordinances of the City of College Station and State and Federal
Regulations.
12 . Release of plans to (n ame or firm) is authorized for bidding purposes
only. I understand that final approval and release of plans and development for construction is contingent on
contractor signature on approved Development Permit.
13. I, THE OWNER, AGREE TO AND CERTIFY THAT ALL STATEMENTS HEREIN , AND IN ATTACHMENTS FOR
THE DEVELOPMENT PERMIT APPLICATION, ARE , TO THE BEST OF MY KNOWLEDGE , TRUE , AND
ACCURATE . Q Pro~eJ{j D5g ,ti
Engineer Certification:
1. The project has been designed to ensure that stormwater mitigation , includin g deten t ion ponds , proposed as part
of the project will be constructed first in the construction sequence .
2. I will obtain or can show compliance with all necessary Local , State and Fe de ral Pe rmits prior to construction
including NOi and SWPPP. Design will not preclude compliance with TPDES : i.e ., projects over 10 acres may
require a sedimentation basin .
3 . The information and conclusions contained in the attached plans and supporti ng documents comply with the
current requirements of the City of College Station , Texas City Code, Chapter 13 and associated BCS Unified
Design Guidelines. All development has been designed in accordance w ith all applicable codes and ordinances
of the City of College Station and State and Federal Regulations .
4. I, THE ENGINEER , AGREE TO AND CERTIFY THAT ALL STATEMENTS HEREIN, AND IN AITACHMENTS
FOR THE DEVELOPMENT PERMIT APPLICATION, ARE, TO THE BEST OF MY KNOWLEDGE, T RUE, AND
AC~"iTE. ;: (
"~L. u~~ --_9~,"-'·/t.'-+-'f:------
Engin1 rU ' Date
Revised 4/14 Page 5 of 9
The following CERTIFICATIONS apply to development in Special Flood Hazard Areas.
Required for Site Plans, Final Plats, Construction Plans, Fill/ Grading Permits, and Clearing Only
Permits:*
A. I, Jeffery L. Robertson certify, as demonstrated in the attached drainage study, that the
alterations or development covered by this permit, shall not:
(i) increase the Base Flood elevation ;
(ii) create additional areas of Special Flood Hazard Area;
(iii) decrease the conveyance capacity to that part of the Special Flood Hazard Area that is not in the floodway
and where the velocity of flow in the Base Flood event is greater than one foot per second. This area can
also be approximated to be either areas within 100 feet of the boundary of the regulatory floodway or
areas where the depth of from the BFE to natural ground is 18 inches or greater;
(i v) reduce the Base Flood water storage volume to the part of the Special Flood Hazard Area that is beyond
the floodway and conveyance area where the velocity of flow in the Base Flood is equal to and less than
one foot per second without acceptable compensation as set forth in the City of College Station Code of
Ordinances , Chapter 13 concerning encroachment into the Special Flood Hazard Area; nor
(v) increase Base Flood velocities .
~~o;~ t"i-mpte<J by ordinance in Section 5.11 3:;;ftpter 13 Code of Ordinances .
Initial
D • If a platting-status exemption to this requirement is asserted , provide written justification under separate
letter in li eu of certification.
Required for Site Plans, Final Plats, Construction Plans, and Fill/ Grading Permits:
B. I, , certify to the following:
(i) that any nonresidential or multi-family structu re on or proposed to be on this si te as part of this application is
designed to prevent damage to the structure or its contents as a result of flood ing from the 10 0-year storm.
Engineer Date
Additional certification for Floodway Encroachments:
C. I, ----------------' certify that the construction, improvement, or fill covered by this
perm it shall not increase the base flood elevation . I will apply for a variance to the Zoning Board of Adjustments .
Engineer Date
Revised 4/14 Page 6 of 9
Required for all projects proposing structures in Special Flood Hazard Area (Elevation Certificate
required).
Residential Structures:
D . I, , certify that all new construction or any substantia l improvement
of any residential structure shall have the lowest floor, including all uti lities, ductwork and any basement, at an
elevation at least one foot above the Base Flood Elevation . Required Elevation Certificates w ill be provided with
elevations certified during construction (forms at slab pre-pour) and post construct ion .
Engineer I Surveyor Date
Commercial Structures:
E. I, _________________ , certify t hat all new construction or any substantial improvement
of any commercial , industrial, or other non-residential structure are designed to have the lowest floor, including all
utilities , ductwork and basements, elevated at least one foot above the Base Flood Elevation
Engineer I Surveyor Date
OR
I, , certify that the structure w ith its attendant util ity, ductwork,
basement and sanitary facilities is designed to be flood -proofed so that the structu re and utilities, ductwork ,
basement and sanitary facilities are designed to be watertight and impermeable to the intrusion of water in all
areas below the Base Flood Elevation , and shall resist the structural loads and buoyancy effects from the
hydrostatic and hydrodynamic conditions .
Required Elevation Certificates will be provided with elevations certified during construction (forms at slab pre -
pour) and post construction.
Engineer I Surveyor Date
Conditions or comments as part of approval :
Revised 4f14 Page 7 of 9
Existing
[RI
[RI
[g]
FINAL PLAT MINIMUM REQUIREMENTS
(ALL CITY ORDINANCES MUST BE MET)
INCLUDING BUT NOT LIMITED TO THE FOLLOWING:
(Requirements based on field survey and marked by monuments and markers.)
[RI Drawn on 24" x 36" sheet to scale of 100' per inch.
!RI Vicinity map which includes enough of surrounding area to show general location of subject property in
relationship to College Station and its City Limits . No scale required but include north arrow.
[RI Title Block with the following information:
0
[RI Name and address of subdivider, recorded owner, planner, eng ineer and surveyor.
[RI Proposed name of subdivision. (S ubdiv ision name & street names will be approved through Brazos
County 911.) ·
[RI Date of preparation .
[RI Engineer's scale in feet.
~ Total area intended to be developed .
North Arrow.
Subdivision boundary indicated by heavy lines .
If more than 1 sheet, an index sheet showing en ti re subdivision at a scale of 500 feet per inch or
larger.
All applicable certifications based on the type of final plat.
[RI Ownership and Dedication
~ Surveyor and/or Engineer
O City Engi neer (and City Planner, if a minor plat)
0
~
0
P lannin g and Zoning Commission (delete if minor plat)
Brazos County Clerk
Brazos County Commissioners Court Approval (ET J Plats only)
If submitting a replat where there are existing improvements, submit a survey of the subject property
showing the improvements to ensure that no encroachments will be created .
If using private septic systems, add a general note on the plat that no private sewage facility may be
installed on any lot in this subd ivision without the issuance of a license by the Brazos County
Health Unit und er the provisions of the private facility regulations ad opted by the Commissioner's
Court of Brazos County , pursuant to the provisions of Section 21 .084 of the Texas Water Code .
Location of the 100-Year Floodplain and floodway, if applica ble , according to the most recent ava il able
data.
Lot corner markers and survey monuments (by symbol) and clearly tied to basic survey data .
Matches the approved preliminary pla n or qualifies as minor amendments (UDO Section 3 .3.E.2).
The location and description with accurate dimensions , bearings or deflection angles and radii, area, center
angle, degree of curvature, tangent distance and length of all curves for all of the
following: (Show exis ting items that are intersecting or contiguous with the boundary of or forming a
boundary with the subd ivision, as well as, those within the subdivision).
Proposed
~
~
~
Streets . Continuous or end in a cul-de-sac, stubbed out streets must end into a temp
turn around unless they are shorter than 100 feet.
Public and private R.O.W. locations and widths. (All existing and proposed R.O .W .'s
sufficient to meet Thoroughfare Plan .)
Street offsets and/or intersection angles meet ord inance.
Revised 4/14 Page 8 of9
Existing
~
[El
~
~
Proposed
~
[El
~
~
Alleys.
Easements .
A number or letter to identify each lot or site and each block (numbered sequentially).
Parkland dedication/greenbelt area/park linkages . All proposed dedications must be
reviewed by the Parks and Recreation Advisory Board and documentation of their
recommendation provided prior to being scheduled for P&Z Commission consideration .
~ Construction documents for all public infrastructure drawn on 24" x 36" sheets and properly
sealed by a Licensed Texas Professional Engineer that include the following : ·
Street, alley and sidewalk plans , profiles and sectioris. One sheet must show the overall
street , alley and/or sidewalk layout of the subdivision. (may be combined with other
utilities).
Sewer Design Report.
Sanitary sewer plan and profile showing depth and grades.
overall sewer layout of the subdivision . (U tilities of sufficient
maste r plan and any future growth areas.)
Water Design Report and/or Fire Flow Report .
One sheet must show the
size/depth to meet the utility
Wate r line plan showing fire hydrants, valves , etc . with plan and profile lines showing
depth and grades . One sheet must show the overall water layou t of the subdivision .
(Utilities of sufficient size/depth to meet the utility master plan and any future growth
areas .)
Storm drainage system plan with contours, street profi le, inlets, storm sewer and
drainage channels, with profiles and sections. Drainage and runoff areas, and runoff
based on 5, 10 , 25 , 50 and 100 year rain intensity . Deta iled dra inage structure design,
channel lining design & detention if used . One sheet must show the overall drainage
layo ut of the subdivision.
~ Detailed cost estimates for all public infrastructure liste d above sealed by Texas P.E.
~ Letter of completion for public infrastructure or guarantee I surety in accordance with UDO
Section 8.6.
~ Drainage Report with a Te chnical Des ign Summary .
[gJ Erosion Control Plan (must be included in construction plans).
~ All off-site easements necessary for infrastructure construction must be shown on the final plat with a
volume and page listed to indicate where the separate instrument easements were filed .
Separate instrument easements must be prov ided in recordable form to the City prior to being scheduled
for P&Z Commission consideration .
~ Are there impact fees associated with this development? D Yes ~ No
Impact fees must be pa id prior to building permit.
~ Will any constructio n occu r in TxDOT rights-of-way? D Yes [gj No
If yes, TxDOT permit must be submitted along with the construction documents.
NOTE: 1. We will be requesting the corrected Final Plat to be submitted in digital form if available prio r to filing
the plat at the Courthouse .
2. If the construction area is greater than 5 acres, EPA Notice of Intent (NOi) must be submitted prior to
issuance of a development permit.
Revised 4/14 Page 9 of9
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Home of Texas A&M Univers ity " m • --
MEMORANDUM
DATE : March 13, 2015
TO: BCS Rock Prairie Road LP , via ; ccooper@caldwellcos .com
FROM : Jason Schubert, AICP Principal Planner
SUBJECT: MISSION RANCH PHASE 2 (FP)
I reviewed the above-mentioned Final Plat -Residential application and determined it to be
incomplete . The following is the preliminary list of items needed to complete the submittal.
Please submit the following information so this application can be forwarded for review:
___ Provide copies of a water/fire flow report , sanitary sewer report , and drainage
report for the proposed subdivision .
Please be aware that if this application is not completed before Monday, April 27, 2015, it will
expire and a new application and fees will be necessary to continue the platting process.
If you have any questions or need additional information , please call me at 979.764 .3570.
PC: Jeff Robertson , McClure and Browne Engineering , via; jeffr@mcclurebrowne .com
P&DS Project No. 15-00900081
Pla11ni11g & D evelopment S ervices
P.O. BOX 9960 • l 101 ·n:XAS AVENUE · COLLEGE STAHON ·TEXAS · 77 8 4~
TEL . 979.764.3570 ·FAX. 979.764.3496
csbt.gov/devservices