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GENERAL CONSTRUCTION NOTES:
For Interim Review
II
Onl X
This interim document1
has been released
1. It shall be the responsibility of the Contractor to verify the exact
on
i /
1
location of all existinunderground utilities. Furthermore, the Cttor
g onrac
March 5, 2014
Lot 8, Block 24 i 1
Indian Lakes Phase X///
shall contact all utility company representatives aminimum of 48 hours in
advance of an d excavation.
for the purpose
of R.O.W.
\�
'
Contact Dig Tess ® 1-800-344-8377
2. All construction shat) be in accordance with the current City of College
or permit acquisition
pre-construction
and
IIapproval
under the authority
of:
Sta. 20+13:98 �i '� f� \ .'
" " { -
0- 6x4 M.J. Tee / �� 2
` " - 42
� 4 M.J. Gate Valve / //,�
Lot 9, Block 24
Indian Lakes Phase
'
'
Station Standard Details, Specification, and B/CS Design Guidelines for
Water, Sewer, Drainage, and Street Constuction.
3. In lieu of using the construction materials indicated in these plans, the
Contractor shall obtain written approval from the Owner for an substitution.'
PP Y
Jeffery L Robertson
PE No 94745
are not to be
P.E,
used for
268
268
? ,�
F N: 10172293.39 -- 4a
,,_.- , -., \
E: 3586808.91 _ 4 \
'
'
4. Trench Sofet shall be conducted in accordance with O.S.H.A. Standard
29 CFR Part 1926 Subpart P.
5. TRENCHING AND BACKFILLING: The backfilling of all trenches outside of
construction purposes.
li
\, {{
structural areas shall be placed so as to achieve 85 percent Modified
Proctor Density. All backfilling shall be between optimum and 4 percent
ISSUED FORF.O.W.
PERMIT ACQ
OR
ISITION
r �0' LIP -- i
`so �'f �
(4%) above optimum moisture content.Testing shall be provided by a
certified laborator at the Owner s expense to verify these standards. An
Y P Y Y
264
264
�
Lot 7.. Block 24 � �/ "�m�: T � � \ N ;
% �
I
Lot 4, Block 29
Indian Lakes Phase X�///
I
retesting due t0 substandard work shall be at the expense of the
Contractor.
�
Indian Lakes Phase X//l /-�46 - a a
C, ;Sta. 5+51.97
oI / , -
�9 I ' ; 2-18" 4:1
N i 1' 172184.e 8-
/ 1 N
5ss7p.42
I
Sloped Headwall
L
6. Trenches may be left open overnight if properly covered or barricaded to
prevent pedestrian and vehicular access.
7. Contour elevations are based on an actual field survey of the project.
EXCAVATION AND EMBANKMENT:
O
N
J J
a
J
260
260
f
<v - ' ' /'i I ' ,/ //
24s.
20 P.U.E.
I
1. Prior to any excavation or embankment activity, topsoil shall be removed
and stockpiled for reuse on the completed surface gas shown on the plans
m m
m
QJ 1sT..gcP.- �,- /------------------------'------------�
247 16 RIC - j j w14 ----�
2a
Var. Width P.A.E.
_ f
or as directed by the Engineer.
2. All embankment within the proposed and future rights of ways shall
conform to Specification No. 103. Each six inch (6") layer shall be
compacted to'957 of TxDOT Test Method Tex -113-E. The moisture content
o z C',
3 W
o w
o
W
cYi o
z
/
s
248 -
_ '--
�o� \
-
shall be between -2% and 2% of optimum.
3. In all other areas, each layer of embankment shall be composed of
o
c�
1� Sta. 5+23.97 `err
Y 2-18" 4:1 Sloped Headwall
P
/
249
-
- - - - - - -
1-
- -
material graded so that the density and uniformity of the surface layer may
25 6
256
N. 1017 11s . . .:.. . ... .. ... _..,.. . \ „ ,,.. , .,. ,:.,.. - --- _ -
�
be secure b t e 0 dnaryCo act on Method. Ordinar Com action
Y � P Y P
., � ... ,,...
E. 35 749.30 ... _, � . , 3.:....
\ / j
... _
_ ,.
r. � ,.. _ ..
,,. . �. ,.. _ , , , ..:.. ., `L
_
,. ., ,, _:
.: _
,.
sof rollin and sprinkling each embankment layer h extent
COr1SISt t t0 the to t
by the Each layer shall notl exceed eight inches (8) of
Culvert #�
J�,• /
�; \� _direct
/ yf , Q / , _
- -
'-
250
25� 252
-�
251
-�...
250 249
�-►
/
engineer.b
loose depth ar d shall a compacted with rolling equipment approved by the
engineer. Compaction shall continue until there is no evidence of further
(n
252
252
249
4w-
249- \ -4W
�- .� - -
%J 1 / 1 �: - - -
4W 4W
- -
..� ��_
4W 4W 4W 4W
- - - - - - -
1_
-
_
4W 4W 4W
�`
- = - - - - -
- \
Grade to
/ Drain
� � . -- -�
compaction. Prior to and in conjunction with the rolling operation, each
layer shall be brought to the moisture content directed by the engineer and
shall be leveled with suitable equipment to insure uniform compaction of the
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0
t .
/ j t
16' PUE
Sta. 25+27.51
4" Cap
entire layer. Should• the subgrade, for any reason or cause, lose the
required stability of finish, it shall be re -compacted and refinished at the
contractors expense.
_
U)
W
N: 10171833.57
NOI and NOT I formation:
/ I
/ ` f %
Lot 2 Block 29
'
a
E: 3586800.85
1. SITE DESCRIPTION
This 0.6 is located in Brazos County. The
-
248
--
248
L - - - - - - - - - - -
- - - - - - - - - - - - - - -
/ 'f %
- - -
�
/ndian Lakes Phase Xl///l
o
N
� Lot 3, Block 29
acre construction site activity
consists of the construction of 460 LF of street and the associated grading
improvements for the benefit of street construction. The only source of
>
--- --- -T.
20' P.U.E.
Indian Lakes Phase
pollution is the erosion of exposed soil. Storm water from the site flows to
W
'
- - - - - - - - - - - - - - -
/
Lot 1, Bock 29 If
Peach Creek. The contractor is responsible for containing all sediment
on-site by utilizing siltation control devices, washdown areas, or seeding and
sodding applications. The contractor is responsible for submitting N01 and
try
Indian Lakes Phase XK11
�
1
NOT documents to TCEQ as required.
q
244o .�:
244
1
Priya te Drivp- wax and Wa ter Line WA -1
240
240
SCALE: Hor:
Vert:
1., = 40'
1'' = 4'
35' Limits
of Clearing & Construction
20' Subgrade Crown
-- - ----
0
20' 40'
80'
Imo■
2' 2' 1
6, �. 6'
2' 2' 4' 2'
o
Z "'o
_ �
^
oo
m
ao
236
- --
236
Point of Horiz. 2" HMAC
Align. & Profile I
Grade Control 1/2^/Ft.
cs,''
o Ex. Ground
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cy)4
-- ---
(ryp)
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., 0)Ex.
- _
0)a to o
Ground
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W
W >, m
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rn
N = N =
�./.. /, �,i/,\i// ////\i/;/i\/�i,�/
\\,\\i
6" Flexible Base (Crushed Stone)
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// /
-
O to
It
232 II o II o
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232
Compacted to 95% of
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to
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CD
Method
+xDOT2T
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in (n
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of ti umex-113-E
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moisture content
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or Undisturbed Earth
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228 V) N N N
228
TYPICAL 12' STREET
SECTION
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Wa ter Line
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256
J
260
260
252
----�;
252
100:00' Vertical Curve
Point
100.00' Vertical Curve
Low Point SEle 14+49.89
_-��-�
E -x: -Graarla
_
High Sta. 12+57.92
High Point Elev. 252.95
Low Point Elev. 249:75
VPI Sta. 14+00.00
-
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--'__
256
VPI Sta. 12+50.00
VP' Elev. 253.72
G1 3:85K- 16 -2.65%Gt
VPI Elev. 249.75
-2 K= 38 0.00
256
248248
-/-
---
f:/
m'
-�
/
4"
(C900,
PVC Pipe Z9q'
CL 235) 2.
1.67q
rtn
_
Prop.. Grade
252
ow
� �...
252
244
/ -
244
I,
(D
-/
_
Ex. Ground (�)
CI
5%
/ �_
- 0.0ol.
Co
248
Ex. Grot
nd (Rt)
248240
1.2
240
Ex. Ground
(Lt)
Compacted Fill
or Undisturbed Earth
so LF of
_I
Installed byaBore
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t
■ -
244 - -, _ _ -- -a✓
244
236
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236
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11 +00
12+00 13+00 14+0015+00
21+00
22+00
23+00
24+00
25+00
I
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,i
GENERAL CONSTRUCTION NOTE: For Interim Review
1: It shall be the responsibility of the Contractor to verify the exact This interim doc I ment
� `� \ i • '� / 1 location of all existing underground utilities. Furthermore, the Contractor has been released on
Lot 8, Block 24 i I shall contact all utility company representatives a minimum of 48 hours in March 5, 2014
Indian Lakes Phase XII/ r i advance of any, excavation. for the purpose �of R.O.W.
Contact Dig Tess ® 1-800-344-8377 or permit uction ion and
2. All construction shall be in accordance -with the current City of College Pre -construction approval
!r: t,, F,l� \ r Lot 9, Block 24 Station Standard Details, Specification, and B/CS Design. Guidelines for
under the authority of:
Sta. 20+13.98 �/ _ �' Indian Lakes Phase XI/I ' Water, Sewer, Drainage, and Street Constuction. Jeffery L Robertson RE,
\r'o- 6x4 M.J. Tee / /� ' �� '`^ ?4 ` 3. In lieu of sinthe construction materials indicated in these plans, PE No. 94745
'o " " " / ' Contractor shall obtain written approval fr P the are not to be for
\ G\4 M.J. Gate Valve a 'from the Owner for any substitution.
268 26'8 �- '�?g._� \; /` 4. Trench Safety shall be conducted in accordance with O. S. H.A. Standard oor>StrLiction purposes.
F N: 10172293.39 / -- -� 26 Subpart P.
_ __ _ -..................\ E: 3586808.91 / i / / r ' > \ \ I
............. ....._
\ 29 CFR Part 19
5. TRENCHING ( AND BACKFILLING: The backfilling of all trenches outside of
structural areas shall be placed so as to achieve 85 percent Modified ISSUED FORP.O.W. OR
Proctor Density. All backfilling shall be between optimum and 4 percent
PERMIT ACQUISITION
s X41 ` \\ \ , ' j (4%) above optimum moisture content.Testing shall be provided by a
r 111 certified laboratory at the Owner's expense to verify these standards. Any
Lot 7, Block 24 �'r f/. '��% o �� N t Lot 4, Block 29
264 264 %� of <� \ �' retesting due to substandard work shall be at the expense of the
Indian Lakes Phase X/l/ \� �Y/%� 24s �a a� I /radian Lakes Phase X�/// Contractor. I "�
�1 ��,o,, �° I j Sta. 5+51.97 6. Trenches may be left open overnight if properly covered or barricaded to N
f o / ! prevent pedestrian and vehicular access. N
o I N ' J 2-18 4:1 Sloped Headwall7. Contour elevations are based on an actual field survey of the project. OL
1' 172184.tg- ' N
_ r 58676.4?
J. N
) EXCAVATION AND EMBANKMENT:
1. Prior to any excavation or embankment activity, topsoil shall be removed
�� , �' - I / / 20 P.U.E. I Lei i= r is
260 260 w r -' �\ i and stockpiled jfor reuse on the completed surface as shown on the plans E- m m m
Q`�-245.` 18 RCP., / --- ---------------------------- a
--- - --- - - -- �, \_ - - - Var. Width P.A.E. or directed by the Engineer. o z o o Z
24s �/ / _ - •� 2. All embankment within the proposed and future rights of ways shall w w o
247 18" RC (b \ conform to Specification No. 103. Each six inch (6") layer shall be o
/ // �_� 2 _111,9 �' - - - compacted to 95% of TxDOT Test Method Tex -113-E. The moisture content
247 ry�o ti`' ?S2 ?si_ S° 248 _ ry,� shall be between -2% and 2% of optimum. o v o
�� � Sta. 5+23.97 >rs / ' / � �`, .. -- - --� 3. In all other) areas, each layer of embankment shall be composed of
256' 2-18 4:1 Sloped Heodwall� �� 249 - - - - - - material graded so that the density and uniformity of the surface layer may
256 _ 1-
_ ,.
.. W-
_ -__101741t-66 N. be secured by the Ordinary CompactionMethod. Ordinary Compaction
on
• E. 35
ti.....::. consists of rolling and sprinkling each embankment layer
/An
A ,_ - ..: R ,..,-.s s :.;,:... . ;:, s ...: ... a \ , s ,, , ...., h .: .:,: h -. , ... ,: 0 ..:,. 9 P 9 e t aye to the extent
�. / / k.' / \� direct b the engineer. Each layer shall not exceed eight inches (8) of
Culvert 1 \ I f / " "' f- --►• .. . • ►• • • loose depth and shall be compacted with rolling equipment approved by the (�
� 248 249 -250 251 252 \ 251 250 249 / engineer. Compaction shall continue until there is no evidence of further
-G �- Grade to compaction. Prior to and in conjunction with the rolling operation, each
249 - '� 4W �W 4W_ 4W 4W 4W 4W 4W =- 4W 4W 4W N. z
252 252 \ / i / / / Drain layer shall be brought to the moisture content directed by the engineer and
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
- % r 1 / 250 - - - - - - -7 shall be leveled with suitable equipment to insure uniform compaction of the
16 PUE entire layer. S ould the subgrade, for any reason or cause, lose the 0
/ I I required stabiliti' of finish, it shall be re -compacted and refinished at the _
Sta. 25+27.51 contractor's expense.
4 Cap
If N: 10171833.57 N_01 and NOT Information:
111 I f / Lot 2, Block 29 a E: 3586800.85 1. SITE DESCRIPTION _
248 248 / I L - - - - - - - - - - - This 0.6 acre construction site is located in Brazos Count . The activity
i -------=---- -------- Indian Lakes Phase XIII// �' Y Y
---- - --- / % NI If consists of the construction of 460 LF of street and the associated grading
Lot 3, Block 29 improvements for the benefit of street construction. The only source of
20' P.U.E. Indian Lakes Phase .1'h/// Pelachon is tCreek.heThe contractor erosion of �seresponsibleofor containing alhsedmensd soil. Strm water from te site {ws to W
/ - on by utilising siltation control devices, washdown areas, or seeding and ry
/ I I Lot 1, Block 29
%/ sodding applications. The contractor is responsible for submitting N01 and
244 ! 244 Indian Lakes Phase Xh///
/ / ' NOT documents to TCEQ as required.
0
! / 1
Drive ria Wa and te
Privuter Line WA -1
35' Limits of Clearing & Construction
SCALE: Hor: 1" = 40' g
240 240
Vert: 1"= 4
0 20' 40' 80' 20' Subgrade Crown
0
• o
2• 2, 6' 0+ 6• 2. 2. 40 2' z C0
I - oco
236 236 _O
Point of Horiz. 2" HMAC co
(D `- coo
Align. & Profile " Ex. Ground Z Z° a�
- - Grade Control 1/2"/Ft. (rya)a1
Ex. Ground
- -
co
N = N = ✓.. /, �,i//\i//\\//\\ice/ice/�\/�i��/ 6" Flexible Bose (Crushed Stone) \\/!/\� / O (A � pyo N
L � L _ Compacted to 95% of\\i� � C� v"' L
232 a o 232 TxDOT Test Method Tex -113-E '\// // /
r /� coOOZii plxcpC,)
/ Compacted Fill 06 - d 1,
rn rn N +- 2% of optimum Y r ti
N - moisture COni.3nt Z L IO i
Lr)a or Undisturbed Earth W W 2
v x
+ + Lr) Lr)_ _.
- - - - _ 1-
Z o
v
1 ° .
228 (n N V) N 228 12 STREET SECTION J _ �, �, r >
..... ... ....... _ _......:. C)
O II' N �}
v Z 'v, o o T"CY) �
�Ww
272 272 264 264
N Lf) Ili 00 to O o) r7 co O o) 00 - 1`1) O In co U')
111 M O - 00 CiO O 00 O o) 00 O 17 O O O 00 O� M 1�
a) Lr) c0 N lfl O O +- N N N O N O
CO 0 LO 0 L0 N N O O ai O a) 0) 0)
N N N N+N +N +N N N +C'4 + N + i
II II II II II II II II ii II II II II II II II
U U U U U0 U U U
268 F- ~ N~ ~ h !- i- H N E- H �- H N i
268 260
260 �
j ; ;' ;
264 264 256 lYa ter Line WA --1256 � L
I
J
260
260 252 ,�
-----
252
100.00' Vertical Curve
100.00 Vertical Curve Low Point Sta. 14+49.86 �J
T
High Point Sto. 12+57.92 �__ .
Low Point E
High Point Elev, 252.95 VPI Sta: 14+00.00 // � �r "'•-----
VP{ Sta. 12+50.00 VPI Elev. 249.75
VPl Elev. 253.72 G1 -2.65%, G2 0.00% - p
256 G1 3.65K= 16 m
256 248 �'/` E 24V
�--� 4" PVC Pipe
Prop. Grade ,�'
/ (C900, CL 235)1.6790
252 114
/ 252 244 244
/ /' �
` Ex. Ground R / 0.06 co
Ex. Gro rad (Rt)
248 �� / 246 240
240
Compacted Fill
5� Ex. Ground (Lt) or Undisturbed Earth so LF of V•�
66 Q 8" Steel Casing
Iq Installed by Bore ■
I ■
244- - - a� ✓' 244 236 N 236
Rriva to Dri Ve gay N
N N N N N
236 236 228 L o Lt=J Lf_J L' J a) Lf__J 228
v
LO O N0N NN OD U 7 N Osr , 00U 7+ +` e} tp l IN�1g O ON �
N N J NN N
Cl
U
232 232 224 ° :x : n it o 11 11 o 11 II o 224
(n co t Ll (n N L=J In N L� to N 1 to d
11+00, 12+00 13+00 14+00 15+00 21+00 22+00 23-+00 24+00 25+00
SHEET NO. .
J+U0
I; �
GENERAL NOTES:
i 1. The record bearings -and actual -measured instances .to the found 1/2" 'iron
rods along the adjoining phases of Indian Lakes Subdivision were used as
the basis of the bearing system shown on this final plat.
> 2 According to the Flood Insurance Rate Mas for Brazos Count Texas
P y, and .
Incorporated:Areas., Map Number 48041 CO350E, ..Map .Revised May 1.6, 2012,
I thin property is not located in a Special Flood Hazard Area
3. Except.as :shown the front, side, and rear setbacks are ..established by the
Covenants, conditions; and restrictions of the
subdivision and' ore equal to or
in excess of the minimum County and City requirements for ` single family
rural .lots.
4. -All. Common Areas and Conservation Buffers .are owned and . maintained b
Y
z • the Homeowners' Association. See the covenants, .conditions, and restrictions .
for additional information. '
'5. Unless otherwise indicated, all distances shown along curves are arc .
.distances.
6. Notes from the Brazos County Health Department:
a) 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 ted b
y the Commissioners Court . of 'Brazos County,
pursuant to the provisions of section 21.08'4 of the Texas Water Code.
CURVE TABLE
CURVE
LINE TABLE
LINE
LENGTH
BEARING
CHORD BRG
DISTANCE
L1
N
1.5'36'50"
E
55.94'
L2
N
76'.26'48"
W
35.00'
L3
N
89' 17'47"
. E
62.59'
L4
S
16'46''20"
E
42.46'
L5
N
16'46'20"
W
65.00'
L6
N
73'l 3'40"
E
136.90'
L7
S
46'46'20"
E
35:00'
CURVE TABLE
CURVE
DELTA
RADIUS _.
LENGTH
TANGENT
CHORD BRG
CHORD DIST.
Cl
32'00'13"
265.00'
148.02'
76.00'
N 86`54'46" E
146.10'
C2
26'23'30"
265.00'
122.06' .
62.13'
N 63'53'22" : W
120.99'
C3
73'26'48"
25.00'
32.05'
18.65'
N 13'58' 13" W
29.90'
C4
101'23'32"
62.50'
110.60'
76,35'
S 27*56'35" E
96.72'
C5
71'40'22"
132.50'
165.75'
95,69'
S 22'17'00" E
155.15'
C6
78'55'54"
97.50'
134.32'
80:28'
S 25'54'45" E
123.95'
C7
53'45'53"
116.67'
109:48'
59.14'
S 10'06'37" W
105.51'
C8
9'11'59"
62.50'
10.04'
5.03'
S .18'09'12" W
10.02'
C9
62'36'12"
100.67'
109.99'
61.21'
N 14'31'46" E
104.60'
CERTIFICATE 0 -OWNERSHIP OWNERSHIP AND DEDICATION ..
STATE OF TEXAS CERTIFICATE OF. THE COUNTY CLERK r
STATE ° '
T OF TEXAS �6//
COON /�
TY OF BRAZOS aP
COUNTY OF BRAZOS 0
I, Paul Clarke, Manager Smiling Mallard Management, LLC, the general . "P�
partner of Smiling Mallard Development, LTD., owner and developer of the land I Karen M Ore A�
p c n, County Clerk, in and for said County, do .hereby .certify y '
shown on this plot, and designated herein as INDIAN Wy
CHASE XPIlI. of Brazos �-�--� SUBDIVISION. that this plat together wit its certificates of a thentication was s .
County, Texas, and whose name is subscribed h filed for a .
hereto,
record h�r n m
eb of `
de off the
to
to
h use da
e of Y of
the e ub ' � �.
public
forever, 0
all � Y 2
-streets, in the
P _ts, alleys, parks, � �� \
greenways, infrastructure, easements, and public laces Official Records of Brazos Count o
ur ase and
p p thereon shown for the y, Texas in V me Page . Q�
p consideration therein P ern expressed. All such dedic9tions shall be in �I
fee simple unless expressly provided otherwise.
��
. Witness my hand and official Seal .atm office t
-. . y m Bryan, Texa o s
J'yLJ, , 4 - o
/ o
ounty Cier 1� ,,'` .
Smiling .Mallard evelopment, LTD. Brazos County, Texas kn MI r ege11 I
By: Smilin 11ard Develo men �a7
o��
9 t Mana Management, LLC.
P r-
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It . General artner r:- :ri a
No OSSF drain field is to encroach on the 100 -foot sanitary zone of _J L Bis Paul Clarke,:I- c _j� an
private water wells or 150 feet of public water wells. _ Its: Manager
ofc a
b.) All lots will . be required to have a site/soil. evaluation on file with- the - _ - - _ _ .� � �
. - _h> a,l Gs C, o. Sf
Brazos- County Health. Department before on-site sewage facility may .be - - '� ' �`` ` e ,
constructed. L' I- a ,G, 0 ». P y�
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rrl n -� ?I o.
6
c) On-site sewage facility disposal areas shall not -encroach the . 100 foot - � - � � �
or the 150 foot sanitary zone ' of a private or .public well, respectively. �- _ STATE OF TEXAS _* r•� ,=, rJ- 4, ._ C_ c,
Anasazi Bluff Drive "� tz;,�
7. Wellborn Special Utility District will provide water service for the subdivision. �� r . a c. �-, ,, �, , ,
COUNTY OF BRAZOS - �, r1 -o Iia a ,,, al C ,Y7 rl
S 44'15'1 7 E 10,190.83' to 70' R. O. H: (10785/164 ` - \ _ ,�, ,-1 C x, ••••,
8. There is a minimum 50' wide Drainage Buffer 25' on each side of the
O >-
as a•1 _&. I , I. -• �.n f
9 � City of College Station Mon. 152 �\ � \ -Q -� -sa � �
� a' _c =
centerline. of all drainage ways). See the covenants, conditions, 'and � ;
• Before me the ►- +� I c _� ._ c
p rile, _e,r undersigned authority, , on this .da -� _ - .. `-I
y y personally appeared o -_- r r
restrictions for additional Information. �\ C� \:v , 5 - :- ` y .
9
H.O.A
E se
merits _ k
� i
ai ,
n
d
al _ now t... n
on n t ;-,
all s o
t Bets m
r r _. e to _
un be -, � ...
orale t e
t Po h
o and - /r7t .D ers ,.... .. '-
9 ad f on w ,
ace hos ,
nt to ., e _ c..
th \ S a •a- r
P e u\ n
J
public P _
CLI _ __ +
P _.
- L
\-. nc, N
bscr b �. , S
_ t r..
w ore. _ . �
': foregoing., _ a, o
n
utilit r stru -�
e c'1 .� men. .. _ r
ase t cr,
merits on � a q ,
s o d __ack � _
h wn �-� 9 now
ere � 9 . _ fed �
h on S ed o , u, ry
Y t me
O.A. Easeme a , : ,
nt - actrvrties an �� \ 9 .... �' a
d or !/]!?Ill Q 5, .�.. -�,, r -ti .. Lq
i - - that he executed the c„" irl cn D kE '
- o sD s
same ' forahe - u ase and consideration " �- c`a �l -� �,os -ax � c_ -, w, /
P rP therein stated. I Si -I --i ,_ c ry v/s
cz o .. � ..v .� � a� a� , cl _ -� io
.infrastructure Is .referenced in the covenants, conditions, .and restrictions of , ' � •- ' -' 1 •-, g '� � �/ \ _,_, _ a L` .,� - N
M; a -� rkl 1x1 to �,t 174� o
the subdivision. -
I 10. AI( lots are within 500 feet of a fire h dram �-- � -p U.E• \ rues under my hand and seal on this . da of I CC: Q_ a al �„ „ r- �! f a
based on the lay of hose 16
Y / - 37 ° \ 20 f Y a1 cu ,F, v _ _ ,..i � n
along the street. / 1p 1 „OOr \ � : .-� n a al r-•1
11. Maintenance
/ - .. - .. _ .. _ , H'O•A E C,g3 G',2 r-� a al crl w al , w �
a �
of the driveway within the proposed Private Access Easement j ` �� C' ` ss \ �n j r .
.. -11 =;I 4C. .y� L TI C
j �/, \
I. �_ \ �i�jl10RU� l'!� c n I1 c c "' a'
shall be the 'responsibility of the owners of Lots 2, 3, and. 4. . -�' � ' � � � c
CL r.
ca n rJ : r- • �OII
\ r3 i 1
Nota Pu z : .
12. This property is located within the College Station -independent School District. • . % -� :: bile c
\ �S \ L. 1 ,
13. Access to Lots :2, 3, :and 4, Block .29 will be from -the .'private access 50 a .�.. In
easement only. No driveways will be allowed to connect to Anasazi Bluff Dr. � \ � , \ - � � � 1
\ \� r
.. rJ7 4.. rMl ri -- .
I14. Maintenance of _private driveways shall be in accordance with ..Brazos Coun °
Subdivision Regulations Article VI.F.2 Z -1 Ies pi \ � ✓ \ i,
x
Vic JOCK 1,0 5e \ I \ o / Lot 1s - / %% /
o ty
Smilin Malls - . 6 . O \ / -
g D velopment .Ltd., .by flung this Piat of .Record, .and. all d10Q pt, 291 N \ v � %/ � _1. _� \ \ Now or Formerly / /"�
future owners h r1 P cb ° .. Matthew & I/eroni' ` '
o / , ;
i0 \ 0 V , / \ N n / : i ,
of property within this Subdivision, by purchasing such i5 2, o Carrow ,
\ ,� t
property, acknowledge and agree that they shall be forever barred bei 113a \ ` \ o �' R6
from SO J. 2.50'��_
- - -- V.8847, P..132 i ,
om petitioning Brazos County to repair or accept maintenance of the \ r, 1 _
I roods sholl %I wn .
wn on this subdivision until Smiling Malls o ' r�/ / _.
g rd Development Ltd. in _\
\ I °, ' t �
t
U \
and/or the Indian Lakes Homeowners Association has _dedicated the. o ,- - .
/ /;
,�;:,,
roads to the public and improved the roadways to the standards I in \ ;
Lot 1 � . � l , :