HomeMy WebLinkAboutDrawingsP.U.E. UNE----------
H.O.A. EASEMENT UNE
PROPOSED WA7ER LINE _w —w —w —w –
PROPOSED DIREC77ON OF DRAINAGEAUNOFF �--
PHASE UNE
PROPERTY UNE - - - -
TOTAL LOT COUNT 8 LOTS
TOTAL LOT ACREAGE 11.71 AC
TOTAL H.O.A. COMMON AREA ACREAGE: 11.02 AC
TOTAL RIGHT-OF-WAY ACREAGE 2.66 AC
TOTAL ACREAGE OF PHASE X111: 25.39 AC
ACREAGE CALCULATIONS
P.O.B.
POINT OF BEGINNING
P.U.E.
PUBLIC U77UTY EASEMENT
H.O.A.
HOME OWNERS' ASSOaA77ON
ESMT.
EASEMENT
CMP
CORRUGATED METAL PIPE
R.O.W.
RIGHT-OF-WAY
PWT
PAVEMENT
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. 480083, PANEL NO. 0215C, MAP NO. 48041 CO251 C.
EFFECTIVE DATE: JULY 2, 1992. BASE FLOOD ELEVATIONS ARE
NOT DETERMINED FOR ZONE "A".
3. THERE IS A 16' PUBLIC UTILITY EASEMENT AND A 10'
HOMEOWNER'S ASSOCIATION EASEMENT ALONG THE RIGHT OF WAY
FRONTAGE OF ALL LOTS.
4. THERE IS A 20' PUBLIC UTILITY EASEMENT CENTERED ON ALL
SIDE AND REAR LOT LINES.
5. BUILDING UNE SETBACKS ARE AS FOLLOWS:
FRONT SETBACK: 50'
SIDE SETBACK: 15'
REAR SETBACK: 25'
6. 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.
7. CONTOURS BASED ON DATA PROVIDED BY THE CITY OF COLLEGE
STATION.
8. ALL LOTS IN PHASE 13 ARE TO HAVE INDIVIDUAL ON SITE SEWAGE
FACILITIES.
9. ALL COMMON AREAS ARE OWNED AND MAINTAINED BY THE
HOMEOWNER'S ASSOCIATION.
10. ALL LOTS ARE SUBJECT TO THE REQUIREMENTS AND RESTRICTIONS
DELINEATED IN THE COVENANTS, CONDITIONS, RESERVATIONS, AND
RESTRICTIONS OF THE SUBDIVISION.
11. 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.
12. 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.
13. 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 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.
14. WELLBORN SPECIAL UTILITY DISTRICT WILL PROVIDE WATER
SERVICE FOR THE SUBDIVISION. BRYAN TEXAS UTILITIES WILL
PROVIDE ELECTRIC SERVICE FOR THE SUBDIVISION.
15. 1/2" IRON RODS SHALL BE SET AT ALL CORNERS UNLESS
OTHERWISE INDICATED.
16. ALL PROPOSED CUL—DE—SACS SHALL HAVE A R.O.W. RADIUS OF
62.5' AND A PAVEMENT RADIUS OF 52.5'.
17. EXISTING LAND USE: VACANT/AGRICULTURAL
PROPOSED LAND USE: SINGLE FAMILY RURAL RESIDENTIAL
18. ALL LOTS WITHIN PHASE 13 ARE DENSELY VEGETATED WITH ONLY
LIMITED OPEN AREAS.
19. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE
CURRENT BRAZOS COUNTY SUBDIVISION REGULATIONS.
CURVE TABLE
CURVE DELTA
RADIUS LENGTH TANGENT CHORD BEARING CHORD
C1
590
17'30"
310.80'
321.62'
176.89'
S 610
08'56"
E
307.46'
C2
180
13'30"
335.00'
106.56'
53.73'
N 800
01'21"
E
106.11'
C3
320
00' 13"
265.00'
148.02'
76.00'
N 860
5442"
E
146.10'
C4
260
23'30"
265.00'
122.06'
62.13'
S 630
53'27"
E
120.99'
C5
730
26'48"
25.00'
32.05'
18.65'
S 130
58'18"
E
29.90'
C6
1130
08'01 "
62.50'
269.29'
151.36'
N 790
00' 11 "
E
104.32'
AL
i
i •
OF
LAG' ES OF INDIAN LAKES
PHASE XIII
25.39 ACRE TRACT - 8 LOTS
J. M. BARRERA SURVEY, A-69
i
BRAZOS COUNTY, TEXAS
SCALE: 1" = 100' OCTOBER 21, 2011
SHEET 1 OF 1
OWNED AND DEVELOPED BY:
SMILING MALLARD DEVELOPMENT, LTD.
3608 EAST 29TTSTRE T, SUITE 100
BR(97�) 846 4384 02
PREPARED BY: ENGINEER/SURVEYOR:
SMILING MALLARD DEVELOPMENT LTD. MCCLURE & BROWNE ENGINEERING
3608 EAST 29TH STREET, SUITS 100 1008 WOODCREEK DRIVE, SUITE 103
BRYAN
EX 43 7 02 COLLEGE(STATION
79) 6 3'-3838AS 77845
TOY
VICINITY MAP
PRAIRIE RD
PHASE X111
• 0=1 INDIAN I
E:= LOVE -
- .- .-. -._._ THE BRAZOS COUNTY HEALTH FLOOD INSURANCE RATE MAP FOR AC 1 . \ � \ \ \ \\ - r- v- v- v -r - r- // \ - % ' l \ C 1 \•'\\
PRa�aPROPOSED aaECn w OF aruwcE F o- \ y \ x ,, I
PHASE WE _ j
PROPERTY LOX °-- v - Till' F „ ) i .‘ ) LEGEND �� > _ VILLAGES LAKES
•�)
PHASE _� v E INDIAN
\ i \(� y -_� ��AS�,� A ) PNS�
TOTAL LOT cawr. a L073 ' �`� / / �` BL C K 15 B Ljfl A CK 15 � V AN , \ -
L7 9 6, ®T 17� \ �' \ \ \ 25.39 ACRE TRACT - 8 LOTS
TOTAL LOT ACREAGE 1.77 ' " ` � \ \ I /
TOTAL ALGA COISIOW AREA ACREAGE: 11.01 AC ' , 7 / , ` ' f � \ \ _ \ 1
_ - _ 1 \ \ � � - V L . . RIGHT-OF-WAY ACREAGE zee AC ( � i ' / L -- \ v � , , _.... v j /` - v �` � ` J. M. BARRERA SURVEY, A -69
TOTAL
TOTAL ACREAGE OF 20311 Ac �V s\,.),,,\,,, ) �, �� F & :5E�
_ � / 1 � �` ; v - •- .Q.A. ', _ BRAZOS COUNTY. TEXAS
ACREAGE CALCULATIONS \ / \ r Q �Q ' ` _ s R of t
- ` \ \ i 11 \\ 41 ' W .3B7.317 • C A r EA N \ CALF t 22 OCTO
\ p�,� \ ( 1 oy B 21 2
aaa PONT a° BLTYNI9NG s 1 / 1 , ' -I,...-:_- - ) ` `) 1 ■
l
) ',/ L'401M- 4 \ , 1' ' / , I ( / . SHEET 1 OF 1
P.U.E W1BI1L' UTILITY EASEMO4T \ I , BY
ES4T HOLE ORNERY ASSOCIATION ' �_ -
- � 7 / �� ' � , / _ - '� \ - \ l r - OWNED AND DEVELOPED NT
EMIT. c EASEIENT \ \ �, ! / , ` (, \ _ ' �i 4'-------i„'4')' , \ SMILING MALLARD DEVELOPMENT, LTD.
\ - / / j _ \ \ ' \
ROW RIGHT-OF-1174Y
PIPE \ - r` J ' V�� / f -- 3 _ '- \ ( BR
� / / / BRYAN, 3702
8 3608 EAST 29TH STREET, 100
1 Q J,
' PA1fllENT ,A \ / \ / -✓ ` O _ \ . 7. - r < \ \ / \ PRE URVEYOR.
/ _ - _ _ /� \ \ / / PARED BY ENGINEER /S
1
' \ `` \ \ \ �\ ' ` / ��• ' ■ .' �� • / " // ' SMILING MALLARD DEVELOPMENT, LTD. MCCLURE 8 BROWNE ENGINEERING
ABBREVIATIONS A �, `.\ \ y� v , /
\ /., - - �� �) \ \1, �� .�� , / / 3608 EAST 29TH STREET SUITE 100 1008 WOODCREEK DRIVE, SUITE 103
NOTES: ` 1 / _ \ ' ./ B4. ®�K 2 BR AN TEXAS 77802 COLLEGE STATION, TEXAS 77845
` i - - G p }L f }�S 1 ` I I �HDA FOIDrt10D i�fQO 1102, Ac) , - OT 13 / i (979) 846 -4384 (979) 693 -3838
1. BASIS OF BEARINGS IS TRUE NORTH OBTAINED BY SOLAR . 1 `l / & Conaery•d Buf
t_1fm fer,_ )
OBSERVATION. , pLtA v , BLOCK 2
�LCCt 22 ,' LOT-2 ( / f ' =_-\\ �, ,∎
2. NO LOT LIES WITHIN THE ZONE A' SPECIAL FLOOD HAZARD AREA V s - ) -
INDICATED ON THE F.E _ A VI _ �\
MA.A ' LOT 21 \ � / / / _', � / „ v - ; � tA���� \
BRAZOS COUNTY, TEXAS AND INCORPORATED AREAS. COMMUNITY A / / s • , ,-- � ' - ' - - A
NO. 48 DATE JULY 2, 1992. BASE FLOOD ELEVATIONS ARE A � 7 ' / • q9 - - - / _/� / - ' \ \ w� l \ 4' C ' �.� /
SASE 11 � � " j yv - v �..
N0. 480083, PANEL NO. 02150, MAP NO. 4804100251 C. \ q \ , \ l �
NOT DETERMINED FOR ZONE A'. / R LO K 22 ! / _ ABA
1 - ,,, ,, , , ,i): _ ,
V l® 20 3 2'5 6 I ter: f')
3. THERE S A 16' PUBLIC UTILITY EASEMENT AND A 10' `e Y/ � ? J� - -- - - - � \ + ` ASB10 P..7
HOMEOWNER'S ASSOCIATION EASEMENT ALONG THE RIGHT OF WAY / / , / / _ / yyy,,, FRONTAGE OF ALL LOTS. , ) / ' I - � /_ i - -- / . ' I 1i _ � 4 4 A �
4. THERE IS A 20' PUBLIC UTILITY EASEMENT CENTERED ON ALL / PELAgE 11 • ,.� ) J / 1 - // �= A 211 / ) -2o, , \ 1� � • ` _ L �
SIDE AND REAR LOT LINES. / BLtJ 2 22 ( / S88' 11 46 W 350- - / i ` - / `
5. BUILDING UNE SETBACKS ARE AS FOLLOWS: / {I C) 1 ' i = -_ i) - -_ _ • i /,,, /' i . 17Q y p V A w A v f ®�
FROM SETBACK: 50' \f / //
SIDE SETBACK: 15' / 'l - - _ f)T 5 / ° �'
REAR SETBACK: 25' 3 A / 4 CA _ -_ V' _ ,_``. H B ( 6 /.-f :L T-7 \ \ ; \\ \ \'": / �w'
*,, �r v � BLOCK24 7q �'QCIC24 V.
9
6. FRONT, REAR, AND SIDE SETBACKS SHALL CONFORM TO THE
\�� _ -- - -, ! , - �..\ g 11� ( ,>j.44 AC-, BLOC -K Q4� % \ \ - ���`I
SPECIFICATIONS OF SUBDMSION PLATS AS ESTABLISHED BY THE B 5 yal - 2DaPs' - LOT 4 / C l \ \ �\ ( ( * \lilu 1
COMMISSIONERS COURT, BRAZOS COUNTY, TEXAS, FOR \ \ , ' _ V \ L "- \ / / 1.48 A ' �` :; :�` " � :
\ � \ , BLO CK 4 ( J I % / C' $1:1
- 1
INCORPORATED TOWN OR CITY IN BRAZOS COUNTY, TEXAS. y 1` '_ `$ - - 1.38 AC � ,) I 2 1 • . 2 "_� 11 � l 1 / 1 ' ' - \ \ \ \ \ \ n y� ' •
SU80MSIONS SITUATED OUTSIDE THE BOUNDARIES OF ANY
i 1(
7. CONTOURS BASED ON DATA PROVIDED BY THE CITY OF COLLEGE \ v+ V LOT 3 \ "''Ci. - 7 \ R 6 ` C \•, 1! \ \IIN� \ \� 11 1
II. L i to • ALGA. EemL 110. - Wit ' . \ j t V�` :4 drill
STATION. m0. , : �• `\ LOT - 2 1 BLOCK 24 - - i ` \ t T I �♦
8. ALL LOTS IN PHASE 13 ARE TO HAVE INDMOUAL ON SITE SEWAGE A • BLOCK 24 \ �` \ - \ QT 8 �b �\ �� 1111.... ,. � 1111
FACyLmES. \ •,I3 LOCK 24 ` -- 1.42 AC ='
9 N) \ : I :40 AC 1 :�2 AC 1 ie' PALE j p -' - *5...',... ` , � \ > i ypo \\ �i� + �l�t • ` 81.6 24
B. ALL COMMON AREAS ARE OWNED AND MAINTAINED BY THE \ R ° '� G3 577. 5 12 „ � " °.. �� L ,// d A I r � •
HOMEOWNER'S ASSOCIATION. ti9 'Sy ... - �. A Q �) l • A 9 1 \
0 r �A -I 1 f' P 0 A
� 1Q • 6- MXHnrew �� '1 Q�� \
11. THERE � �< r = -;
t0. ALL LOTS ARE SUBJECT TO THE REQUIREMENTS AND RESTRICTIONS •. 1 -y pp �0 ^1 1
DELINEATED IN THE COVENANTS, CONDMONS, RESERVATIONS, AND \ \ ,' I S y1 PN ._J/ 1? � 89, 4. r \ - tM.;. ��
RESTRICTIONS OF THE SUBDMSION.
• \ 240 • • % ". PN mow• z3' I T N\ \ I Il1 -
O • a � i / \
S 26' ON EACH
A MINIMUM 50' WIDE DRAINAGE BUFFER -( , 10, p34 I i " . / , -- ` `� \ \ _) \� \II NI SIDE OF THE CENTERLINE OF ALL DRAINAGE WAYS). SEE THE 5
DEED RESTRICTIONS OF THE SUBDIVISION
MSION FOR ADDITIONAL - N I V' V
1 ki
INFORMATION.
\ C } `� ( � \ - NOT 1O SOME
• 1
12. H.O.A. EASEMENTS ALONG ALL STREETS RUN PARALLEL TO AND - • , ., -' _ 2 . �. °' ! / - • - A VICINITY MA
•
ADJACENT TO THE PUBLIC D AN DY EASEMENTS SHOWN HEREON. - v\ N 8��08'O6" E - 212.22 L3 �� V / ' ` \. � �F' v v ° ( � ��
H.O.A. EASEMENT ACTIVITIES AND /OR INFRASTRUCTURE WILL BE % */}
' O REFERENCED IN THE DEED RESTRICTIONS OF THE SUBDMSION. i " J / / / ry` b• 1 \ \ ` \ \ 13. NOTES FRO41 THE BRAZOS COUNTY HEALTH DEPARE \ TMNT: � // V \ / Y ) � ' A \ -". �`p� A V \ v V \ . v
/ / ` � � , ' "� ' Development, Ltd. S \ \
a.) ALL LOTS SERVED BY AN OSSF MUST COMPLY WITH \�`\ J • j Unpl 8903 Acc/%e Troot , �'� \ � ) A\ / l � / � � \
COUNTY AND STATE REGULATIONS. NO OSSF MAY BE / _ , ••• _. - -...
INSTALLED ON ANY LOT WITHOUT THE ISSUANCE OF AN 1 / I f \ V / � �� _ ) I 1 A
'
v, „ yA 2 ' / / : ' 1 ) \v \1 ° I��
/
'AUTHORIZATION TO CONSTRUCT' ISSUED BY THE BRAZOS / � �j
COUNT HEALTH DEPARTMENT UNDER THE PROVISIONS OF \ _ r / - I 1 I / / / % - 1 Your ` """T"' °' l/ ,/
/ '�'^
THE PRIVATE SEWAGE FACILITY REGULATIONS ADOPTED BY \ ` / ( / , / / (Z A)•
THE COMMISSIONERS COURT OF BRAZOS COUNTY, , `) A STREET CONNECTION ALONG THE SOUTH SIDE OF j / • jl ' I CI / / / ' ( / " 7 ' - - �� s
PURSUANT TO THE PROVISIONS OF SECTION 21.084 OF THE ANASAZI BLUFF DRIVE WILL BE PROVIDED IN A / \\ - ,' /� -�^
TEXAS WATER CODE NO OSSF DRAIN FIELD IS TO FUTURE PHASE. THE STREET CONNECTION WILL BE / \ <_" _ / -\ j �
ENCROACH TER WELTS OR 160 FEET OF SANITARY BLIC WATER W�ELPLS.IVATU PROVIDED IN A MANNER CONSISTENT WITH THE CITY y.��V / , - / ��i
_
OF COLLEGE STATION'S SUBDIVISION REGULATIONS /
SANITARY ZONE MUST BE CLEARLY DELINEATED AROUND ALL %' / - �\
EXISTING PUBLIC OR PRIVATE WELLS ON THE SUBDMSION WITH RESPECT TO BLOCK LENGTH REQUIREMENTS. - � ���' �' 1 - SCALE • PLAT OR WITHIN 150 FEET OF THE SUBDMSION BOUNDARY. , ( I �� �f (�- - _ - •I _ �/ � N0 To
/ /� v. I , \A -- ,v �
b.) ALL LOTS WILL BE REQUIRED TO HAVE A SITE /SOIL �� / v��\ � � I A � / /� • Pi
EVALUATON ON FILE WITH THE �' - --' I � . ,- " ` 1 1 V v '• `�' 1 A
/
DEPARTMENT BEFORE ON-SITE SEWAGE FACILITY UAY BE �A / / /,- / / ` - `) \ /_ \� �� A • � ` \ `' V '�\ \ \\ V A� - -__ / /
iilkii
CONSTRUCTED. �-� - / _ -
c. EN -SITE SEWAGE FACILfi1ES DISPOSAL AREAS SHALL NOT , �� '' v v V �` A \ \ \ \ \ A �. ',. , / (-` ) 11167:1141:::"
ENCROACH THE 100 OR B THE L, FOOT S ` � \ / ._ ./ % / ' 1
ZONE OF A PRIVATE OR PUBLIC WELL, RESPECTIVELY. A
SANITARY ZONE MUSE BE CL � �l`' �� � - - � � -� \ \\ �.°, .. _
4 ,
EARLY DELINEATED AROUND ALL
EXISTING WELLS ON THE PLAT. PRELIMINARY PLAT -� ,�
14. WELLBORN SPECIAL UTILflY DISTRICT WILL PROVIDE WATER 4�1 '�
SERVICE FOR THE SUBDMSION. BRYAN TEAS UTILITIES WILL
PROVIDE ELECTRIC SERVICE FOR THE SUBDMSION.
15. 1 /2' IRON RODS SHALL BE SET AT ALL CORNERS UNLESS ',
OTHERWISE INDICATED. ♦ �` �+ Wilk '1 'Wel
CURVE TABLE *
16. ALL PROPOSED CUL -DE -SACS SHALL HAVE A R.O.W. RADIUS OF CURVE DELTA RADIUS LENGTH TANGENT CHORD BEARING CHORD � .. �.��
82.5' AND A PAVEMENT RADIUS OF 52.5'.
Ct 59' 1T 30° 310.80' 321.82' 176.89' S 61 OB' S6° E 307,46'
17. EXISTING LAND USE VACANT/AGRICULTURAL C2 18' 13' 30° 335.00' 106.56' 53.73' N 80° 01'21° E 106.11'
PROPOSED LAND USE SINGLE FAMILY RURAL RESIDENTIAL C3 32' 00' 13" 265.00' 148.02' 76.00' N 86' 54'42° E 146.10'
18. ALL LOTS WITHIN PHASE 13 ARE DENSELY VEGETATED WITH ONLY C4 26 23' 30° 265.00' 122.06' 62.13' S 63° 53' 27° E 120.99' - - - -. -.- - -...
UNITED OPEN AREAS. C5 73 26' 48° 25.00' 32.05' 18.65' S 13° 58' 18° E 29.90'
C6 113 °08'01° 62.50' 269.29' 151.36' 51 79 °00'11 °E 104.32' LOCATION WITHIN INDIAN LAKES
19. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE
CURRENT BRAZOS COUNTY SUBDMSION REGULATIONS. ■
t :((O�J.,I iS ' ' i ,
P.NE IN
HM MONERFLIE ..—.—.—....
FlN4rtlD NARF1eE •—.—.— —.—.—
/NrencDAREVWOFPPANbae/ALNaF o—
PRYDlIYINE
LEGEND
mrN LOT rowR j
WTAI LOTAMCAM m1. HnA [UAW AREA AORO WTALAOSATMpLIR'Xlk
ACREAGE CALCULATIONS
P.AR. roNraeccwwv
AVE NPoM UIYIY FAaM/J
HOA IMIEOWERSASS0.'NM'/
MAR.. EAfOCFrT
04P GMM/0.41E0 YFIAI PPE
H.nY Eb?-M-WIY
POUF PAIOENF
ABBREVIATIONS
NOTES:
1. BASIS OF BEINGS S TRUE NORTH MANI BY SOUNR
ODSERVMON.
2 NO LOT USE WITHIN THE ZONE SEEDML FLOOD RIVARD MU
M INSOM ON THE EEYA F11X;0 INSURMCE RATE VIP FOR
BAZES COUNTY, TEXAS AND INCORPMAIID ARFA9. COMYUNM
NO. ABOOBO, PMST- NO. O215C, MAP NO. 4IMNMCO251C.
EFFECIhE 011E JULY 2, 1992. BASE FLOOD ELEVATIONS ME
NOT DETERMINED FOR ZONE e.
3. WERE S A IV PUBLIC UTIUTY EMEMENT AND A IW
HOMEWAlFJYS ASSOCIATION MUM M PLONKS THE RIGHT OF WAY
FRONTAGE OF All. LOTS.
4. TAM S A 20 PUBLIC URURY MUM CENTERED ON All.
SIDE AND REM LOT LINES
5. SUILMNG LINE SETBACKS ME AS FOUIONS
FROM SEBIAGIS W
SIDE SETBACK: III
REM SETBACK: 2V
S. FRONT.
IFlGiq 9 OSOO�KS SMALL.AD WE
F SIIOMSKIN PLOS SUS EBY ME
COMIAMMERS COUNT, BRAZOS COUNTY, TEIAS, FOR
SUSOMSIONS INFLATED OUTSIDE THE BMJNDIES OF ANY
INLORPoRAIED TOWN OR CITY IN BRAZES COUNTY, TIDAL.
T. CONTOURS BASED ON MIA PROAOED BF THE CDY OF COLLEGE
STATION.
& ALL LOTS IN PHASE 13 ARE TO HAA INDMOUNL ON SEE SOUNDS
FACUTES.
S. ALL COMMON ARM ME OVMED AND MWMNNED BY THE
HOMEOMWER'S ASSOCIATKII
10. AL LOTS ME SUBJECT M THE REQUIREMENTS AND REMIRKIIONS
OBINEUM IN THE COhTWOS, CONDITIONS. RESERVATIONS. AND
RESTNCIIONS OF THE SUBDMSKIN.
11. THERE ISA YINIYUY SO' MDE DRAINAGE BUFFER (25' ON EACH
SIDE OF THE CENIERIINE OF ALL DRAINAGE WAYS . SEE ME
DFED RESTRICTIONS OF THE SUBOMSION MR M
INFORWTKK4.
12. H.OA EA GUI. ALONG ALL STREETS RUN PARALLEL TO AND
ADJABM TO THE PUBLIC UTILITY EASEMENTS SHONN HEREON.
H.OA MOMENT ALTIMES ANI INFRISTRUCTURE WILL BE
REFERENCED IN THE DEED RESIRICIIONS OF THE SUBDNSION.
13. I TES FROM ME BRAZES COUNTY HULIH OEPMTSM:
e.) ALL LOTS SERUM W M OESY' MUST COMPLY MM
WUHIY AND STALE REBIUTNRS. W OSSF MAY BE
INSTALLED ON ANY LOT M OUT THE SELVAGE OF M
.WTHOR2030 TO CCNSTRUCP SLUED BY ME BRAZES
COUNTY HEAVEN [DEPARTMENT UNDER THE PROVISIONS OF
THE PRNAN: SEWAGE FACILITY RECULMONS ADOPTED RV
THE CONYSSIONERS COURT OF BRAIDS CCINIY,
PURSUANT TO THE PROASSx9 OF SECTION 21.031 OF THE
TUBS WATER CODE NO ME DEAN FIELD IS TO
ENCROACH ON ME 100-FOOT SKI ZONE a PRIMATEWATER WELLS OR ISO FEET OF PUBLIC WATER WELLS. A
SMRMY ZONE UM
BE CHARILY DELINEATED MOUND ALL
OWING PUBIC OR PRNAM WELLS ON RIFE SUBOMSION
PUT OR MIN ISO EST OF TIE SUBDMBON SOUNMM.
IL) ALL IDTS MLL BE REQUIRED TO MME A SBE/SC
MNMTION ON FWE MM THE BRAZOS COUXUM
MEMORIA
M BEFORE ON -SAE SOME FAC RY AIRY BE
MEMORIICiFb.
a) ON-STTE SEWAGE FACUSES MSPOSAL ARM SHALL NOT
ENCROACH THE 100 FOOT OR THE ISO FOOT SMRMY
ZONE OF A MAW OR PUBLIC WEL3. RESPECTNELY. A
SMRARY ZONE MUST BE CLEARLY MUNUTED MOUND ALL
OWNS WELLS ON THE PUT.
14. M LLBORN SPEDAL MUTT NSIRN.T MLL PROVIDE WATER
SERVICE FOR ME SUSDMSON. BRAN TORS LIT UDES WILL
PROVIDE ELECTRIC SERVICE FOR THE BIBDMSION.
I& i/2' IRON RODS SH0U1 BE SET AT ALL COMERS UN165
OTHERWISE INUCI
16. ALL PROPOSED CUL-DE-SACS SNAIL NAME A R.O.W. RADIUS OF
620 AND A PAVEMENT RANKS OF 52.6',
17. OWN LNG USE VMANT/ACRICULIURIl
PROPOSED LAND LSE: SINS E FAMILY RNAL REBOE UL
18. ALL TOTS MIN PHASE 13 ME DEAISELY SEOETAIM OATH ONLY
UNITED OPEN MEAL.
19. Al CONSTRUCTION SILL MEET THE REOUIREIENS OF THE
CURRENT BRAZOS COUNTY SUBDNSION REWURONS.
_ � 1
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LOT 16 / / / OT 17
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BLOCK 2 i BIB, a , e con F�A �3
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LOT 21
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BLOCK 24
LOT 4 Vd 796'AC`� 1 / 9 44 AC lot BLdC-i(p7\4 ZaA� I T
LOT) i \LOT 3`i�.2v / I �!
BLOCK24'..-_� L0T2 BLOCK 24 \° \�/a xaA unK� \ 1-- - _ _ _ '�At
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.
A STREET CONNECTION
ALONG THE SOUTH BIOS OF I f / III i ) / / 1 (ZMF
J ANASAZI BLUFF DRIVE WILL BE PROVIDED IN A
FUTURE PHASE. THE STREET CONNECTION WILL BE
- PROVIDED IN A MANNER CONSISTENT NTH THE CITY
OF COLLEGE STATIONS SUBDIVISION REGUATIONS I `\
WITH RESPECT TO BLOCK LENGTH REQUIRElo MENTS / I
IT,vVI
/
v A
PRELIMINARY PLAT
CURVE TABLE
CURVE
DELTA
RADIUS
LENGTH
TANGENT
CHORD BEARING
CHORD
CI
5VIT 30'
31080'
321.62-
17689-
S61°OE56'E
307.46'
C2
1G'13S3'
330
06.56
14502'
53..73
NOO°01'2'E
106.11-
C3
00
.55.00
7609
N66S42'E
146.10-
C4
26-23'30-
26500
122.06'
62.Is
SBY ST 27-E
USES-
05
73°2848-
2580'
32.05'
18,86
S13°SW 10'E
29.91Y
C6
113-08.01-
62.50'
2%2V
151.38'
N79'OD 11-E
10482'
PRELIMINARY PLAT
NOT FOR RECORD
OF
VILLAGES OF INDIAN LAKES
PHASE XIII
25.39 ACRE TRACT - 8 LOTS
J. M. BARRERA SURVEY, A-69
BRAZOS COUNTY, TEXAS
SCALE: Y e 225' OCTOBER 21, 2011
SHEET 1 OF 1
OMED AND DEVELOPED BY
SMILING MALLARD DEVELOPMENT, LTD
U08 EAST 29Tn STREET SUIT{ 1I
BR AN iE%AS )A02
T9]§, a46.4384
PREPARED BY ENGINEERISORVEYON
SMILINGA'SLI RD DEVELO IENL LTD. PULLED 8 BROME ENGINEERING
3608E ORTY�TiE%45 I16021if 100 COLLEGES Sifil0N"lEWWlT 0 T
{9Id) 846-4384 (979 693-3838
LOCATION WITHIN INDIAN LAKES
MK M
xoT m acNa
PHASE
11 . I Tj'll