HomeMy WebLinkAboutIndian Lakes PhXL PPNOTES:
I1
I % I
V
1 1 .E. xi ing)
Q
lI (77380 78
(1
1
1. THE BEARING SYSTEM BASED ON GRID NORTH/NAD83. THE BEARINGS AND ACTUAL
1 `
20 H.O.A. C mmon) so
T THE AD
MEASURED TO THE FOUND 1/2" IRON RODS ALONG THE ADJOINING PHASES OF INDIAN
j I 6" W erline
1 Ph 3 B 5Q L 9 \ y-L '� /Ph
U. (77 0/178)
SUBDIVISION W
LAKES SUBDIVISION WERE USED AS THE BASIS OF THE BEARING SYSTEM SHOWN ON THIS
-
(Ex' ing)
1
1 l{y/@/$t Cy Lel Her I
I
/ .'
heH ✓ $mifh
PRELIMINARY PLAN.
, N O
H.O.A. Esmt. Exi.,
(174 1/111) I I
1
1 3/26D)
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.
i x - I
1 �(17380/178)
1 I
11 11
481195, MAP NO. 48041CO350E. EFFECTIVE DATE: MAY 16, 2012. BASE FLOOD ELEVATIONS ARE
1 P.U.E. xistin
NOT DETERMINED FOR ZONE "A".
/ND/A 39 11
(Existin)
0/na) 4.
-------- --�
^
(1 38011
-- $ -
j
-�
3 THEREA 10 HOMEOWNERS ASSOCIATION EASEMENT ALONG
801178A w
1
L ---
---
WAY FRONTAGE OFAALL LOTS.
_ __
____
o
__-----1
__
r - 25 05' 1
4. THERE IS A 20' PUBLIC UTILITY EASEMENT CENTERED ON ALL SIDE AND A 10' PUBLIC UTILITY
\ ♦ i � 1 r
I ,
I
EASEMENT ON ALL REAR LOT LINES.
\ i I V
I m
1 ,
I
5. BUILDING LINE SETBACKS ARE AS FOLLOWS:
I
HI1 L Ip
1
, 11
FRONT SETBACK: so'
Ph 39, B 50, 4I
Ph 39, B 0, 5
01 1 w
IN OCK IU
\
SIDE SETBACK: 15'
I
rnl M l°
t.j
1 IN 1 IW
B OC 5 I
REAR SETBACK: 25'
/ \ miling M°lI rd I
��� Develop n L d.
1
1. 5A
Dev Lt I
p
,al
6. FRONT, REAR, AND SIDE SETBACKS SHALL CONFORM TO THE SPECIFICATIONS SUBDIVISION
I
\ (173SO 17)
AS ESTABLISHED BY THE COMMISSIONERS COURT, BRAZOS TEXAS,
COUNTY, TEXAS, FOR SUBDIVISIONS
(17 O/17S �\
y� I !�� _
\ is
SITUATED W CITY
SITUATED OUTSIDE THE BOUNDARIES OF ANY INCORPORATED TOWN OR CITY IN BRAZOS COUNTY,
-!� � � I I
N i
TEXAS.
7. CONTOURS BASED ON DATA PROVIDED BY THE CITY OF COLLEGE STATION.
INS ' \ �\
` x Y•
�• e,Hsu ��
8. ALL LOTS ARE TO HAVE INDIVIDUAL ON SITE SEWAGE FACILITIES.
ex _ ___-
O SC LE 0
9. ALL LOTS ARE SUBJECT TO THE REQUIREMENTS AND RESTRICTIONS DELINEATED IN THE COVENANTS,
\
S -1
w.
CONDITIONS, RESERVATIONS, AND RESTRICTIONS OF THE SUBDVISION.
\ `
- `
'
ONG
267 LF)
T W.
j
/ /
44\
24' PIT ,
(70
/ 72-
10. 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.
11. H.O.A. EASEMENTS ALONG ALL STREETS RUN PARALLEL TO AND ADJACENT TO THE PUBLIC UTILITY
\ _
-' --_
-- --- - ---- -T1
EASEMENTS SHOWN HEREON. H.O.A. EASEMENT ACTIVITIES AND/OR INFRASTRUCTURE WILL BE
76' P.0 xisting) \
- --____
� 69
(
/�
REFERENCED IN THE DEED RESTRICTIONS OF THE SUBDIVISION.
\\ (156 /792)
�_
_____-�', ,
6'
11 C
12. NOTES FROM THE BRAZOS COUNTY HEALTH DEPARTMENT:
/
l
ALL LOTS SERVED BY AN MUST COMPLY WITH
32, B 4 L 8
l I
L T
0
Lan sco Es m I. / Tl / I
/
COUNTY AND STATE REGULATIONS. NO OSSF MAY BE
A ron/Am r Romi
I
r ased) `T// ti i
BLOCK 51
INSTALLED ON ANY LOT WITHOUT THE ISSUANCE OF AN
"AUTHORIZATION
\
\\
/
TO CONSTRUCT" ISSUED BY THE BRAZOS
(7 521095)
/
1.34 AC
COUNTY HEALTH DEPARTMENT UNDER THE PROVISIONS OF
\ \
1. AC
/ /
THE PRIVATE SEWAGE FACILITY REGULATIONS ADOPTED BY
THE COMMISSIONERS COURT OF BRAZOS COUNTY,
\
/ 1y /
PUE LINE
PURSUANT TO THE PROVISIONS OF SECTION 21.084 OF THE
S E
I
/
/ /
TEXAS WATER CODE. NO OSSF DRAN FIELD IS TO
/
_ 1
36Q.62
11 / 26
.OA. EASEMENT LINE - - - - -
_ FOOT SANITARY ZONE OF PRIVATE
/ SOS�1 J21 I I
__________
/ � /
____
28.9a _ _ _ -J
PROPOSED WATER LINE M M v
P
WATER WELLS OR 150 FEET OF PUBLIC WATER WELLS. A
• I
,"d,
T-,l j -L/JJ-
_
C f°l/ ri5 tl O h n
SANITARY ZONE MUST CLEARLY DELINEATED AROUND ALL
I
T_____ _______
------ -
- - - - _____ ___ ___
f5
� wise f
PHASE LINE
RI
EXISTING PUBLIC PRIVATE WELLS ON THE SUBDIVISION
_ % ---
On rGl
PLAT OR WITHIN 150 FEET OF THE SUBDIVISION BOUNDARY.
15
75' Conserva
l • I li. l / / 70' O.A.
Esmt.
p/c d
PROPERTY LINE
Esmt. (Proposed)
�� O l -I- Bed
751 7
b.) ALL LOTS WILL BE REQUIRED TO HAVE ASITE/SOIL
v W
EVALUATION ON FILE WITH THE BRAZOS COUNTY HEALTH
I �0 '
I
LEGEND
DEPARTMENT BEFORE ON -SITE SEWAGE FACILITY MAY BE
/
LOT
l a 10 l
O r
I u- I i
I
CONSTRUCTED.
BOCK 51
�
I I I U E I I^
T
n11
c.) ON -SITE SEWAGE FACILITIES DISPOSAL AREAS SHALL NOT
Q a of line
OCK 1
PUE PUBLIC UTILITY EASEMENT
ENCROACH THE 100 FOOT OR THE 150 FOOT SANITARY
/
03 AC
j
Pr
4l N
ttA.
OHOME OWNERS' ASSOCIAnOn
ZONE OF A PRIVATE OR PUBLIC WELL, RESPECTIVELY. A
1
1
ry posed)
2.0
-I
ESMT. EASEMENT
SANITARY ZONE MUST BE CLEARLY DELINEATED AROUND ALL
/ Ph B 43, L I
/
i
I a
ROW RIGHT-OF-WAY
EXISTING WELLS ON THE PLAT.
/ w I
Bldg. Sefb
/ 50' 1 a l
I
(Pro sed) ,
I `�
PWT PAVEMENT
13. WELLBORN SPECIAL UTILITY DISTRICT WILL PROVIDE WATER SERVICE FOR THE SUBDIVISION. BRYAN
57$8 125
1 b 1
10 P.U.E.
1
FILL FIRE HYDRANT
TEXAS UTILITIES WILL PROVIDE ELECTRIC SERVICE FOR THE SUBDIVISION.
(Proposed)
P.0
ABBREVIATIONS
14. 1/2 IRON RODS SHALL BE SET AT ALL CORNERS UNLESS OTHERWISE INDICATED.
pose)
38
J
_
.6p_-_---______
le EXISTING LAND USE: VACANT
\\ ' l I
__
1 __-----_
__
A
PROPOSED LAND USE: SINGLE FAMILY RURAL RESIDENTIAL
P.U.E. xi g)
\ (156 2) 1
ble Width
�
1
TOTAL LOT COUNT (INCLUDING H.A. LOT A) 9 LOTS
16. ALL LOTS ARE PREDOMINANTLY DENSE VEGETATION.
\ \ 1 I
\
erv°.C�
onsL/
! 11 I Oy
2 P.UH.O.A.
\ \
(Propos
j
0
I
1T ALL LOTS SHALL BE CONSTRUCTED WITHIN 500 FEET OF A FIRE HYDRANT AS MEASURED ALONG THE
\
I
P
I
TOTAL RESIDENTIAL LOT ACREAGE 15.04 AC
RIGHT-OF-WAY.
I
LOT A (HOA. COMMON AREA) ACREAGE 9.97 AC
TOTAL RIGHT OF WAY ACREAGE 1.54 AC
18. CONSERVATION EASEMENTS ARE FOR THE PURPOSE OF NATURAL WILDLIFE HABITAT PRESERVATION
TOTAL ACREAGE OF PHASE 2555 AC
AND DRAINAGE MANAGEMENT. ALL DRAINAGE WAYS SHALL REMAIN FREE AND UNOBSTRUCTED AT ALL
\ \ /
Unnamed Tributary to
i°� i�. v
LOT 4
N
TIMES. THESE EASEMENTS ARE OWNED, MAINTAINED, AND UTILIZED BY THE PROPERTY OWNER
\
Peach Cree' outh
,
-- �� ,
WHOSE LOT THE EASEMENT EXISTS. NO CLEARING SHALL BE ALLOWED, EXCEPT IN PUBUC UTILITY
\ �\
ributary 72
BLOC
V
ACREAGE CALCULATIONS (PHASE XL)
EASEMENTS. NO CONSTRUCTION ACTIVITIES SHALL OCCUR WITHIN THE EASEMENT AREA. OSSF
FACILITIES MAY NOT BE CONSTRUCTED WITHIN THE EASEMENT AREA.
'I
LOT 3
-
.53
Ph 32, B 4 L A
BLOC
�I IN
REVIEWED FOR COMPLIANCE REVIEWED FOR COMPLIANCE
1
\lndl n Lo s H.O.A.
� as 2.40
coi
CITY OF COLLEGE STATION CIT' OF COLLEGE STATION PLANNING
(HOA Co mo Area)
J
'1 I estri0n A
��',
1
I
PLANNING & DEVELOPMENT SERVICES & DEVELOPMENT SERVICES
J
PLANNING DIVISION DEVELOPMENT REVIEW DIVISION
____ _____ ________
_
b
_
- -- --
BCALE 1 11111'' _ Lsoo'
I
1
DERRICK WILLIAMS, STAFF PLANNER PARKER MATHEWS, EIT, GRADUATE ENGINEER I
cA hry
h reek out
01/07/2022 01/1012022
PRELIMINARY PLAN
OC 51
PHASE
, \
\
H. A. o o &
on ry ;OH °s e
,
(�
U
XL
NOT FOR RECORD
( 005172) \
/ , 6 .
s
1
OF
03's
VILLAGES OF INDIAN LAKES
P 17, 8, L 19 '4 v �`
/chrisfine on n
9?
PHASE XL, BLOCK 51, LOTS 1-8 & H.O.A. LOT A
(156491181)
/ ^ ^
u.
I
26.55 ACRE TRACT - 9 LOTS
20' P.U.E. xi ting
/// I js•g�
�� -- -
-- - - -- -
-
J. M. BARRERA SURVEY, A-69
005 72)_
1
I
- ---
OB - - - - - - 8 `I2
20' H. A. C m°n Area
1 �/ & P.UE. Oos/72)
BRAZOS COUNTY, TEXAS
b(
KES PHA 17
17. 81
r
I
VICINITY MAP
SCALE: 1" = 80' DECEMBER 29, 2021
r
o i In t
I
B
I p 17, B 28, 1
SHEET 1 OF 1
2005/72J j /
1 064 nod/7t
°8'e ✓one P 1� 28, 16 1
Ro Cat we
/
/
I 1
(
2 David/Do is N e ey 11
(1269 /01 ) I
(12 4/1
I
11
CURVE TABLEBY
CURVE DELTA R35W LENGTH TANGENT CN 73'16 IN CHORD
a 4t• LTA aas oa IENGT N HOR SIAMIN la n
OWNED AND DEVELOPED SUITE
SMILING MALLARD DEVELOPMENT LTD.
3608 E100
TTEXAS
I
BRYAN 7A021T�
'
(973) 846-4384
PREPARED BY: ENGINEER/SURVEYOR:
PRELIMINARY PLAN
SMILING MALLARD DEVELOPMENT LTD. MCCLURE & BROWNE ENGINEERING
3608 EAST 29TH STREET, SUITS 100 1008 WOODCREEK DRIVE, SUITE 103
BRY979)T846 438402 COLLEGE (979BT693-3838 5 77845