HomeMy WebLinkAboutPEACH CROSSING PH2 PP (2007)VICINITY MAP
SCALE 1"=2000'
GENERAL NOTES:
NORTH ORIENTATION IS BASED ON ROTATING THE MOST WESTERLY SOUTH LINE TO TRUE NORTH BY
UTILIZING GPS METHODS.
A 5/8" IRON ROD W/CAP TO BE SET AT ALL LOT CORNERS UNLESS OTHERWISE NOTED.
THE PROPOSED 140' PRIVATE ACCESS EASEMENT SHALL BE EQUALLY MAINTAINED BY THE OWNERS
OF LOTS 10, 11, 12 & 13.
ALL BUILDING SETBACK LINES SHALL BE 25'
THERE IS
HEREBY DEDICATED
TO THE PUBLIC THE FOLLOWING PUBLIC UTILITY EASEMENTS:
1.)
A
16' WIDE UTILITY
EASEMENT ALONG THE PROPOSED STREET SIDE OF ALL LOTS;
2.)
A
20' WIDE UTILITY
EASEMENT CENTERED ON ALL COMMON LOT LINES;
3.)
A
20' WIDE UTILITY
EASEMENT ALONG THE ENTIRE PERIMETER OF THIS SUBDIVISION;
4.)
A
5' WIDE UTILITY
EASEMENT FOR ANCHORS AND GUY WIRES TO EXTEND 20' BEYOND ANY
UTILITY EASEMENT
AS NECESSARY TO HELP SUPPORT OVERHEAD UTILITY LINES.
ALL PROPOSED POWER UTILITY LINES WILL BE LOCATED UNDERGROUND WITHIN SPECIFIED EASEMENTS.
ALL STREETS TO BE BUILT TO BRAZOS COUNTY RURAL STANDARDS.
THIS SUBDIVISION TO BE SERVED BY WELLBORN WATER SUPPLY CORP.
ALL DRAINAGE AND ACCESS EASEMENTS SHALL BE PRIVATE
THERE EXISTS A WATER LINE EASEMENT TO WELLBORN WATER SUPPLY COMPANY IN VOLUME 773,
PAGE 208. THIS EASEMENT DOES AFFECT THIS TRACT ALONG THE WEST LINE NEAR PEACH CREEK
ROAD, BUT WAS NOT LOCATED ON THE GROUND. VERIFIED BY TITLE SEARCH, THERE EXISTS NO
OVERHEAD POWER UTILITY EASEMENT ON PROPERTY. ABUTTING PARCELS ARE UNPLATTED.
THIS PROPERTY IS LOCATED OUTSIDE OF CITY LIMITS, THEREFORE ZONING IS NOT APPLICABLE THIS
PROPERTY DOES NOT LIE WITHIN A 100 - YEAR FLOOD HAZARD AREA AS DEPICTED FROM FLOOD
INSURANCE RATE MAP NUMBERS 48041 CO205 C, 48041 CO210 C, 48041 CO215 C, 48041 CO220 C, ALL
DATED JULY 2, 1992.
LOTS ARE TO BE SEWERED BY INDIVIDUAL ON -SITE SEWAGE FACILITIES (OSSFS) WHICH MUST
COMPLY WITH ALL COUNTY AND STATE OSSF REGULATIONS. ALL OSSF CONSTRUCTION MUST HAVE
AN "AUTHORIZATION TO CONSTRUCT" PERMIT ISSUED BY THE BRAZOS COUNTY HEALTH DEPARTMENT.
THIS PERMIT ENSURES COMPLIANCE WITH THE COUNTY ORDER ADOPTED BY THE COMISSIONERS
COURT OF BRAZOS COUNTY, PURSUANT TO THE PREVISIONS OF SECTION 21.084 OF THE TEXAS
WATER CODE. ON -SITE SEWAGE FACILITIES DISPOSAL AREAS SHALL NOT ENCROACH THE 100 FOOT
OR THE 150 FOOT SANITARY ZONE OR PRIVATE OR PUBLIC WELL, RESPECTIVELY.
SUBDIVISION TO BE SERVED BY INDIVIDUAL LOT SEPTIC SYSTEMS APPROVED AND BUILT BY BRAZOS
COUNTY STATE HEALTH DEPARTMENT PERMITS AND TO TCEQ STANDARDS.
ANY LANDSCAPE OR DECORATIVE WALLS, ETC. WITHIN THE LANDSCAPE BUFFER AREA SHALL NOT
OBSTRUCT SIGHT DISTANCE AND BREAKAWAY FOR SAFETY PURPOSES
COLLEGE STATION COLLEGE STATION
GPS MONUMENT #162 z' :Z GPS MONUMENT #262 R. DANSBY ESTATE
ID CAL: ED 462.82 AC
Ul , 1.9
W/224 C.M.D.C.
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BEGINNING _��_ \� \ , �/ t `N
PEACH CROSSING ( 1. n \�\ \ _ // \ \ Lr.
I i / PHASE ONE
, `��`'\\` _ _ / P.
(, O M G 1 \ \\\ 220- ^ \ r= t
BLocK 4 _�g_3.68 ACRES //�/ / 1//(�N-0 / \ ol*- �`\�\ 2z,-_-`___
6i66/115 I •i- '� �� \�\�\\�� / \ ,////`�i/�J �/� \ 3
t 1 LOT 6 / ,/ I �,^, \� �'16' P.0 E �\ `��� \ �� / / ^ a a,�u ' /��/�/!�J�C/ OI \ Vil \\`' ��__�%=-v'-
\� `
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ril
I / / PROPOSED I T \ ����; \?,755,
, ,- Z o_ 88, g4 t7 E, 77
STREET
EXISTING ! ���0_ j�_ ` T --fie �>-----t�E`��_ ` /--
r STREET 41.16 rt- ��i%� _ -� - -..�\ �� //�/ > I
tv
---- _ \ � � `\ \ \��%�_ i��..-..: •:.-�-=1 =`_\ �, � ! � __J I tom•------� \� I I
�E c-_6l'�\�� J'i
0 r \ co �� ��i / <<� IVATE A C SS EASEMENT � � ,ram-J J r�
FREESTONE DR O , �,�,. 140; P _
1 /.�// / i0�/J/
,� ,17„ - 34.9.1 'S 1\ ---- _-!u,+ u� - -- -- `�\
= G\ \ / titi o N 8� 24 _, LLJ
il ..�_T - - -{}�1II c�- _ _ , i EX. GRAVEL ROAD , ` \ 4
------- X-6„ wl 37. �8 1 '� --- �- -L-i- -+ �%� J 1 r--- t" 1 t1 i -\ -�--� -�---r ( I / ' i \ \\I 1 00
-PROPOSED } „, I I 1 \111\� 1� •O \ \ I , \ , et
16' P.U.E.;/ I 1 j'�/r`.,� I I 1 11i11{11} N \ \ 1 I�\ / ! ! ! {I 1 11 61 WLi -� �- N f r i , I 1 I \ 1 }{i\1�1.� \ \ \ I , I ) ! ! \ i \
! I I I iNl `! v' N ,""20 P.U.E.
I ! LOT 9 { t , ,' ,� r' ,. , j1,1,1\,•
i' ;; '1III 1 C
! I iN i �� EX GRAVEL ROAD ; f; ,�. / 0 } • 11'1;'�I \ ice, I \ �\ \\ I �� I I i I ' ,' '
_ 1 //. L`?rl'� / I 1 I 1 ', 1 \ \ t i ( ! / L - -234- _.. ' .
! �I i , r �,, I,I ,,, l ! ,I ill
_ � ' � - ' / II� //�' / I I �� ! � ,i I � 1 I ! ! I ,III I ! � LOT 12 I
I ! ! --- 1( ! /' ryryh /' 1 t ! 11 ( I I ', I I ! I I I ! ! I
D r-------.---- � _--�� i1 i I�. I / / �/� ��;1 '!;I I I '. Itiiii� i i i � � ! I { � I L-10 ! ! ;\ 12.76 ACRES i 1
I EX. 20 UTILITY ESMT� II !!' ' I � ! I !
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gl ! D I /�llr ( ! , I , 1��' ( !' l ' { ; 'I I .I I a �� - 20' P.U.E�t
Ln { , I LOT : 8 { N , , // I , 111 LOT 11 1 I I w 1
J / /, lr , -.i i+20 P.U.E. , 1 I
W I I I• LOT 10 / /! 1 , �r, t I f" �1
! d- 1�1 �
------ m 11j\\16.145 ACRE N N
6N26 ACRES r
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------- I ! EACH CRCSS11 G ___- cp 1 \ ! ! 1 I c6 ;
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----� I ,{ ,- `--- - --- �> �!Ilill'!
------- t{ �!� _ ! !.I( I M N
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LOT 5_ - 20 P.U.E. \ .\\\ i11 \ \ / \� �\ \ �_\ _\_� _ ic_`-_--� I ______�-
---- ` I I \ 1 t ___ __�__-_ ___ -�. ----- - 3
EX. 10' X 291' `\ \\ ' �\ \ r _ 2= �� - ��-�\ \r4 \ L\- ' \ 372.67'� y ( \` - -
ACCESS ESMT. ���1T_ 1 � 1 1 \ \ 1 t \ 1 , ti N \ - � _, _ ® _ - - ® \ -5
- - - - - - - - - - - - - - ----------- \ �2aa_ ,415.49'
S 8826'14" W 1328.50'
PROPOSED FREESTONE
ROW DEDICATION: 0.41
DRIVE
ACRES
KENNETH & TERRY GOODMAN
CALLED 269.844 AC
2954/302
NOTES:
1. THE SUBJECT PROPERTY DOES NOT APPEAR TO BE
LOCATED WITHIN THE FEMA 100-YEAR FLOODPLAIN PER
FEMA FIRM MAP PANELS 48041 CO215C AND 48041 CO220C
HAVING AN EFFECTIVE DATE OF JULY 2, 1992.
2. EACH LOT SHALL HAVE A PRIVATE ON -SITE SEPTIC SYSTEM
DESIGNED AND INSTALLED BY OTHERS.
REQUESTED VARIANCES:
1. VARIANCE TO SECTION 13.0 - LOT WIDTH
TO ALLOW A 70' LOT WIDTH IN LIEU OF THE REQUIRED 100' LOT WIDTH.
2. VARIANCE TO SECTION 12-1.3 - RELATION TO ADJOINING STREET SYSTEMS
TO ALLOW THE TERMINATION OF FREESTONE DRIVE WITHOUT PROVIDING FOR
THE PROJECTION OF STREETS INTO UNPLATTED PROPERTIES.
0 100 200
BARTON & BR=-. CANSB'I'
CA, -LE:) 38.59 AC
588/467
BIRCI-RIDGE ASSOC;ATtON
CA_LED 15.92 AC
1072/38'.
0 WNER11DEVELOPER
Mark Homeyer
1600 Peach Crossing Drive
College Station, Texas 77845
Phone: 979- 739- 6,275
ENGINEER
Homeyer Engineering, Inc.
P.O. Box 294527
Lewisville, Texas 75029
Contact: Steven R. Homeyer, P. E.
Phone: 972-906-9985
Peach Crossing - Phase Two
4 Residential Lots
Being 29.56 Acres
Described as
Tract 16, S.D. Smith Survey,
Abstract No. 210
City of College Station (ETJ)
Brazos County, Texas
Submitted:
April 16, 2007
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