HomeMy WebLinkAboutPEACH CREEK DEVELOPMENT MASTER PLAN (2007)i
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LINE BEARING DISTANCE CURVE DELTA RADIUS LENGTH TANGENT
S86•51'50"W S87.31'16W S88'20'42 Ll N 73'39'27" W 367.94' Cl 1747'00" 5679.08' 1762.66' 888.47'
1323.47' 341.8 387.29' L2 N 55.52'27" W 2692.02' C2 16.15'58" 5879.07' 1669:05' 840.18'
S86'45'42"W L3 S 5552'27" E 2538.24'
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GENERAL NOTES:
1. This property is located in the City of College Station Extraterritorial
Jurisdiction and Brazos County.
on was obtained from City of College
2. Existing Topographic Informoti
Station Aerial Topographic Maps (2005).
3. ORIGIN OF BEARING SYSTEM: The basis of bearings is true north based
on GPS observations made by Brazos County, Texas for Gandy Road
Improvements in September, 1998. Found iron monuments delineating
the northeast line of Sherwood Heights Section 1 (N 35' 01' 51" W)
were used for directional control.
4. According to the Flood Insurance Rate Maps for Brazos County, Texas
and Incorporated Areas Map Number 48041 CO215C, effective July 2,
1992, portions of this property are located within the special hazard
areas inundated by 100-year flood.
5. Water service will be provided by Wellborn Water Supply C-poration.
6. Phase 1 is depicted on the Master Plan. The remaining area will be
Phase 2 (Multiple Sub -Phases) and will be dictate by marketing
conditions.
7. Applicant, Peach Creek Partners, Ltd. is preparing to develop a section
of the property depicted (Property) in this application that requires a
subdivision plot. Section 3.3(I) of the Unified Development Ordinance
(UDO) requires Applicant to file a Master Plan of the Property because
it (i) will be developed in multiple phases and (ii) contains more than
50 acres of land. Applicant desires to begin development of a 176
acre portion of the Property, which is depicted as Phase One of the
Master Plan. Applicant files this Master Plan to satisfy the UDO
requirement that all plats of any phase of development "be in
compliance with the approved Master Plan".
The attached Master Plan is the best possible depiction of the planned
development of the Property given the current circumstances (the
"Project"). . Due to the size of this Project, the Property will take many
years to develop. While every effort has been made to accurately
depict the Project, the size and complexity of the Project make it highly
likely that some portions of the Project will not be developed exactly as
depicted on this Master Plan. Peach Creek anticipates that it will be
required by the City to file amendments to this Master Plan as
conditions change.
The Master Plan as submitted includes the items required by the City
checklist with the following exceptions:
a. The Project is depicted on a scale of 1000 feet per inch. The
overall depiction of the Project at 1000 feet per inch provides a
better understanding of the Project. To depict the Project on
sheets with a scale of 100 feet per inch would not provide
additional meaningful information.
b. Due to the size of the Project, an index sheet showing the Project
at a scale of 500 feet per inch is not possible on a single sheet.
c. Proposed right of way locations depicted are tentative and may
change to comply with the Comprehensive Plan.
Land Use Legend
® Residential
Institutional
Cammerci-31
Legend
Project _Boundary
— - - Proposed R.O.W.
- - - - - Proposed Easement
wo so Proposed Phase Line
_ ... Exist. Flood Plain
Sheet Number
MAS-Ti-PIR PLAN
.PEACH CREEK DEVELOP.t�L�NT
,2, 2��3.93 ACR.�S
<°f Thomas H. Mays Survey, A-161, A. Miller Survey, A-165, H. G. Hudson Survey, A-165,
v..
g ✓.M. Ban -era Survey, A-67, ✓. M. Barrero Survey, A-68, ✓esse Evans Survey, A-110,
A. D. Lancaster Survey, A-151, C. Rainey Survey, A-201, J. W. Stewart Survey, A-213,
A. McLoughlin Survey, A-158, J. P. Mitchell Survey, A-179, T. Henry Survey, A-130,
Project Site Diadem Millican Survey, A-178, A. D. Houston Survey, A-133
BWoS COUNTY, TEXAS
Submitted: October 26, 2007
159
Revised November 29, 2007
L
" - i '
SCALE- 1 , 000
Owned Devetop er. Prepared By sHEEr NO.
Peach Creek Partners, LTD. McClure and Browne
P.O. Box 583 Engineering/Surveying, Inc.
Millican TX 77866 1008 Woodcreek Dr., Suite 103
979 595-5151 College Station, Texas 77845
VICINITY MAP
(979) 693-3$38 or 4 sHEErs ;
i
i
SCALE: 1' = 100'
Existing Water
Body
o so too'
Existing Water
Body
Land Use Legend
Residential
Institutional
Commercial
Legend
Project Boundary
— - - —
Proposed R.O.W.
— — — — —
Proposed Easement
mi
Proposed Phase Line
/ ■ ■
Exist. Flood Plain
MASTER PLAN
PEACYI CREEK DEVE'LOPAf NT
2 3. 93 A CRES
Thomas H. Mays Survey, A-161, A. Miller Survey, A-165, H. G. Hudson Survey, A-165,
J.M. Borrem Survey, A-67, J. M. Borrero Survey, A-68, ✓e a Evons Survey, A-110,
A D. Lancaster Survey, A-151, C. Roiney Survey, A-201, J. W. Stewart Survey, A-213,
A. McLaughlin Survey, A-158, J. P. Mitchell Survey, A-179, T.. Henry Survey, A-130,
Diadem Millicon Survey, A-178, A. D. Houston Survey, A-133
BR4ZOS COUIV7Y, TEXAS
Submitted.- October 26, 2007
Revised November . 29, 2007
SCALE- 1,� = 100'
OwnerZDeveloper. Prepared By: SHEET NO
Peach Creek Partners, LTD. McClure and Browne
P.Q. Box 583 Engineering/Surveying, Inc.
Millican, TX 77866 1008 Woodcreek Dr., Suite 103
(979) 595-5151 College Station, Texas 77845
(979) 693-3838 or a SHEETS
10570007-002-02.dvi
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Existing Water
Body
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SCALE: 1' = 100'
0 50, 100'
Land Use Legend
Residential
Institutional
Commercial
L egend
Project Boundary
— - - —
Proposed R.O.W.
- - - - -
Proposed . Easement
Proposed Phase Line
■■ ■
Exist. Flood Plain
MASTER PLAN
PEACH CREEK DEPTIOPAfENT
2�3 93 ACRES
Thomas H. Mays Survey, A-161, A Miller Survey, A-165, H. 0 Hudson Survey, A-165,
✓.M. Ban -era Survey, A-67, ✓. M. Barrera Survey, A-68, Jesse Evans Survey, A-lia
A D. Lancaster Survey, A-151, C. Rainey Survey, A 201, J. W. Stewart Survey, A-213,
A McLoughlin Survey, A-158, ✓. P. Mitchel/ Survey, A-179, T. Henry Survey, A-130,
Diadem Mil/icon Survey, A-178, A. D. Houston Survey, A-133
BRAZOS COUIVTY, TEX4S
Submitted.- October 26, 2007
Revised November 29, 2007
SCALE.- 1 = 100'
Owner/Developer. Prepared By: SHEET NO.
Peach Creek Partners, LTD. McClure and Browne
P.O. Box 583 Engineering/Surveying, Inc.
Millican, TX 77866 1008 Woodcreek Dr., Suite 103
(979) 595-5151 College Station, Texas 77845
(979) 693-3838 Qor a SHEETS
3
10570007-002—C
PEACH CREEK DEVELOPMENT
2 2 73.ACRES
Thomas H. Mays Survey, A-161, A Miller Survey, A-165, H. 0. Hudson Survey, A-165,
J.U. Borrera Survey, A-67, ✓. M. Barrero Survey, A-68, ✓esse Evans Survey, A-11Q
A D. Lancaster Survey, A-151, C. Rainey Survey, A-201, ✓. W. Stewart Survey, A-213,
A McLaughlin Survey, A-158, ✓. P. Mitchel/ Survey, A-179, T. Henry Survey, A-130,
Diadem Mil/icon Survey, A-178, A. D. Houston Survey, A-133
BRAZOS COUNTY. TEX4S
Submitted: October 26, 2007
Revised November 29, 2007
SCALE 1 100'
Owner/Developer. Prepared B SHEEr NO.
Peach Creek Partners, LTD. McClure and Browne
P.O. Box 583 Engineering/Surveying, Inc. a
Millicon, TX 77866 1008 Woodcreek Dr., Suite 103
(979) 595-5151 College Station, Texas 77845
(979) 693-3838 of 4 SHEETS