HomeMy WebLinkAboutDrawingsP.U.E. & BUILDING SE7BACK UNE — — — — — — — — — —
H.O.A. & CONSERVA77ON EASEMENT LINE • — • —
PROPOSED WA7FR UNE _w _w _w _w —
PROPOSED DIREC77ON OF DRAINAGE/RUNOFF ��—
PHASE UNE
PROPERTY UNE
LEGEND
ACREAGE CALCULATIONS
P.O.B.
POINT OF BEGINNING
TOTAL LOT COUNT-
TOTAL LOT ACREAGE.
TOTAL H.O.A. COMMON AREA ACREAGE.
TOTAL RIGHT-OF-WAY ACREAGE
4 L07S
13.30 AC
4.63 AC
0.00 AC
TOTAL ACREAGE OF PHASE XIII:
17.93 AC
ESMT.
EASEMENT
ACREAGE CALCULATIONS
P.O.B.
POINT OF BEGINNING
P.U.E.
PUBLIC U77LITY EASEMENT
H.O.A.
HOME OWNERS' ASSOCIA77ON
ESMT.
EASEMENT
CMP :
CORRUGATED METAL PIPE
R.O.W.
RIGHT-OF-WAY
PVMT
PA VEMENT
CHORD
C1'
ABBREVIATIONS
NOTES:
1. BASIS OF BEARINGS IS TRUE NORTH OBTAINED BY SOLAR
OBSERVATION.
2. NO LOT LIES WITHIN THE ZONE "A" SPECIAL FLOOD HAZARD AREA
INDICATED ON THE F.E.M.A. FLOOD INSURANCE RATE MAP FOR
BRAZOS COUNTY, TEXAS AND INCORPORATED AREAS. COMMUNITY
NO. 481195, MAP NO. 48041 CO350E. EFFECTIVE DATE: MAY
16, 2012. BASE FLOOD ELEVATIONS ARE NOT DETERMINED FOR
ZONE "A". ALL DEVELOPMENT WITHIN THE 100–YEAR FLOODPLAIN
SHALL COMPLY WILL ALL APPLICABLE ORDERS AND REGULATIONS,
INCLUDING BUT NOT LIMITED TO BRAZOS COUNTY'S "FLOOD DAMAGE
ORDER". A FLOODPLAIN PERMIT SHALL BE OBTAINED FROM THE
COUNTY ENGINEER'S OFFICE PRIOR TO THE CONSTRUCTION OF ANY
STRUCTURE(S) WITHIN THE FLOODPLAIN.
3. THERE IS A 16' PUBLIC UTILITY EASEMENT AND A 10'
HOMEOWNER'S ASSOCIATION EASEMENT ALONG THE RIGHT OF WAY
FRONTAGE OF ALL LOTS. ALL OTHER PUBLIC UTILITY EASEMENTS
ARE AS NOTED ON THE PLAN.
4. BUILDING LINE SETBACKS ARE AS FOLLOWS:
FRONT SETBACK: 50'
SIDE SETBACK: 15'
REAR SETBACK: 25'-
5.
5'-5. FRONT, REAR, AND SIDE SETBACKS SHALL CONFORM TO THE
SPECIFICATIONS OF SUBDIVISION PLATS AS ESTABLISHED BY THE
COMMISSIONERS COURT, BRAZOS COUNTY, TEXAS, FOR
SUBDIVISIONS SITUATED OUTSIDE THE BOUNDARIES OF ANY
INCORPORATED TOWN OR CITY IN BRAZOS COUNTY, TEXAS.
6. CONTOURS BASED ON DATA PROVIDED BY THE CITY OF COLLEGE
STATION.
7. ALL LOTS ARE TO HAVE INDIVIDUAL ON SITE SEWAGE FACILITIES.
8. ALL LOTS ARE SUBJECT TO THE REQUIREMENTS AND RESTRICTIONS
DELINEATED IN THE COVENANTS, CONDITIONS, RESERVATIONS, AND
RESTRICTIONS OF THE SUBDIVISION.
9. THERE IS A MINIMUM 50' WIDE DRAINAGE BUFFER (25' ON EACH
SIDE OF THE CENTERLINE OF ALL DRAINAGE WAYS). SEE THE
DEED RESTRICTIONS OF THE SUBDIVISION FOR ADDITIONAL
INFORMATION.
10. H.O.A. EASEMENTS ALONG ALL STREETS RUN PARALLEL TO AND
ADJACENT TO THE PUBLIC UTILITY EASEMENTS SHOWN HEREON.
H.O.A. EASEMENT ACTIVITIES AND/OR INFRASTRUCTURE WILL BE
REFERENCED IN THE DEED RESTRICTIONS OF THE SUBDIVISION.
11. NOTES FROM THE BRAZOS COUNTY HEALTH DEPARTMENT:
d.) ALL LOTS SERVED BY AN OSSF MUST COMPLY WITH
COUNTY AND STATE REGULATIONS. NO OSSF MAY BE
INSTALLED ON ANY LOT WITHOUT THE ISSUANCE OF AN
"AUTHORIZATION TO CONSTRUCT" ISSUED BY THE BRAZOS
COUNTY HEALTH DEPARTMENT UNDER THE PROVISIONS OF
THE PRIVATE SEWAGE FACILITY REGULATIONS ADOPTED BY
THE COMMISSIONERS COURT OF BRAZOS COUNTY,
PURSUANT TO THE PROVISIONS OF SECTION 21.084 OF THE
TEXAS WATER CODE. NO OSSF DRAIN FIELD IS TO
ENCROACH ON THE 100–FOOT SANITARY ZONE OF PRIVATE
WATER WELLS OR 150 FEET OF PUBLIC WATER WELLS. A
SANITARY ZONE MUST BE CLEARLY DELINEATED AROUND ALL
EXISTING PUBLIC OR PRIVATE WELLS ON THE SUBDIVISION
PLAT OR WITHIN 150 FEET OF THE SUBDIVISION BOUNDARY.
b.) ALL LOTS WILL BE REQUIRED TO HAVE A SITE/SOIL
EVALUATION ON FILE WITH THE BRAZOS COUNTY HEALTH
DEPARTMENT BEFORE ON–SITE SEWAGE FACILITY MAY BE
CONSTRUCTED.
c.) ON–SITE SEWAGE FACILITIES DISPOSAL AREAS SHALL NOT
ENCROACH THE 100 FOOT OR THE 150 FOOT SANITARY
ZONE OF A PRIVATE OR PUBLIC WELL, RESPECTIVELY. A
SANITARY ZONE MUST BE CLEARLY DELINEATED AROUND ALL
EXISTING WELLS ON THE PLAT.
12. WELLBORN SPECIAL UTILITY DISTRICT WILL PROVIDE WATER
SERVICE FOR THE SUBDIVISION. BRYAN TEXAS UTILITIES WILL
PROVIDE ELECTRIC SERVICE FOR THE SUBDIVISION.
13. 1/2" IRON RODS SHALL BE SET AT ALL CORNERS UNLESS
OTHERWISE INDICATED.
14. EXISTING LAND USE: VACANT/AGRICULTURAL
PROPOSED LAND USE: SINGLE FAMILY RURAL RESIDENTIAL
15. ALL LOTS ARE PREDOMINANTLY DENSE VEGETATION.
16. ALL LOTS SHALL BE WITHIN 500 FEET OF A FIRE HYDRANT AS
MEASURED ALONG THE RIGHT–OF–WAY.
LAKES
(10785/164)
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ti 24' Pv I v
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INDIA LAKES O K 2
PFI 14, 251 L 5 9 \ n \ \
i I.71 AC
(1 382/297) II I \ \ _
I 1 ' D.E. U.E. 20 P.U.
1 'P. .E. \° \�►
Existl g) iL — — — — — 00',
\ — — Var ble Width \ \
i Conser tion Esm t. \ \ \ \
I \ 10' P. U. E.\ \
\
LOT 2
B _OCK 29 \ \\ \��, 1 P.U.
xlst' c
AC 4 Waterline \ \
Q
E. 4
1 ' P. U. E.
----j W
cn
10 P. l
(F tur I 20' P.U.E. _ \
I Variableidth \ \
IL A/2 7) DD V II Acces Esm t. \ \\
I
I II LOT 3 20' .U.E \ \\
B3OC AC \\ \
I
I I \ \
II I . \ \
\
I 30' P. U. E. \ \
S 85- 29' 08" W - 990.81
LIM
_ — IV-- —
7-RELIMINARY PLAN
CURVE TABLE
CURVE
DELTA
RADIUS
LENGTH
TANGENT
CHORD BEARING
CHORD
C1'
320 00'13"
265.00'
148:02'
76.00'
N 860
`54' 42"
E
146.1`0'
C2
260 23'30"
265.00'
122.06'
62.13'
S 630
6327"
E
120:99'
C3
730 26'48"
25.00'
32.05'
18.65'
S 130
58' 18"
E
29.00'
C4`
1010 23'31"
62.50'
110.60'
76.35'
S 270
54' 44"
E
96.72'
7°
`\ H.O.A. COMMON AREA
`\ PHASE 18, BLOCK 25
`\ 4.63 AC /
20' P. U. E.
LOT 4 /' •
h
BLOCK 9b
.�bq� H.O. A. COMMON AREA
C \ / INDIAN LAKES
PHASE 10, BLOCK 21
(8270/232)
/ °�
1 6 I `•
.57'
PEACH CREEK PARTNERS, D
N
SCALE : 1 " = 80'
II VI PILLAGES OF OF
INDIAN LAKES
� PHASE XVIII
LOCATION
17.93 ACRE TRACT - 4 LOTS
J. M. BARRERA SURVEY, A-69
BRAZOS COUNTY, TEXAS
SCALE: 1 " = 80' JUNE 27, 2013
SHEET 1 OF 1
OWNED AND DEVELOPED BY:
SMILING MALLARD DEVELOPMENT, LTD.
3608 EAST 29TH STREET, SUITE 100
BRYAN TEXAS 77802
(97,)_846-4384 _
PREPARED BY: ENGINEER/SURVEYOR:
SMILING MALLARD DEVELOPMENT, LTD. MCCLURE & BROWNE ENGINEERING
360E EAST 29TH STREET, SUITE 100 1008 WOODCREEK DRIVE, SUITE 103
BRYAN TEXAS 77802 COLLEGE STATION, TEXAS 77845
(97�) 846-4384 (979) 693-3838
VICINITY MAP NOT TO SCALE
N
SCALE : 1" = 1,500'