HomeMy WebLinkAboutDrawingsNOTES:
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
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 A 10' PUBLIC UTILITY EASEMENT ON ALL REAR LOT
LINES.
5. BUILDING LINE SETBACKS ARE AS FOLLOWS:
FRONT SETBACK: 50'
SIDE SETBACK: 15'
TOTAL LOT COUNT
TOTAL LOT ACREAGE
TOTAL H.O.A. COMMON AREA ACREAGE
TOTAL RIGHT-OF-WAY ACREAGE
8 LOTS
10.85 AC
1.31 AC
4.00 AC
TOTAL ACREAGE OF PHASE XVI
ZONE "A".
LEGEND
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 A 10' PUBLIC UTILITY EASEMENT ON ALL REAR LOT
LINES.
5. BUILDING LINE SETBACKS ARE AS FOLLOWS:
FRONT SETBACK: 50'
SIDE SETBACK: 15'
REAR SETBACK: 25' ACREAGE CALCULATIONS ' u
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 P.O.B. POINT OF BEGINNING
INCORPORATED TOWN OR CITY IN BRAZOS COUNTY, TEXAS. P.U.E. PUSUC U7ILITY EASEMENT
7. CONTOURS BASED ON DATA PROVIDED BY THE CITY OF COLLEGE H.O.A. HOME OWNERS' ASSOC/AAONESMT. EASEMENT
STATION. R.O.W. RIGHT-OF-WAY
8. ALL LOTS IN PHASE 16 ARE TO HAVE INDIVIDUAL ON SITE SEWAGE PWT PAVEMENT
FACILITIES.
9. ALL LOTS ARE SUBJECT TO THE REQUIREMENTS AND RESTRICTIONS ABBREVIATIONS
DELINEATED IN THE COVENANTS, CONDITIONS, RESERVATIONS, AND LOCATION WITHIN INDIAN LAKES
RESTRICTIONS OF THE SUBDIVISION.
10 THERE IS A MINIMUM 50' WIDE DRAINAGE BUFFER foml ON EACH
i
PRELIMINARY PL N
N T FOR RECORD
OF
VILLAGES OF INDIAN LAKES
PHASE XVI
16.16 ACRE TRACT - 8 LOTS
J. M. BARRERA SURVEY, A-69
BRAZOS COUNTY, TEXAS
SCALE: 1 " = 80' MARCH 19, 2013
SHEET 1 OF 1
OWNED AND DEVELOPED BY:
SMILING MALLARD DEVELOPMENT, LTD. I'
3608 EAST 29TH STREET, SUITE 100
BRYAN TEXAS 77802
(97�) 846-4384
PREPARED BY: ENGINEER/SURVEYOR:
SMILING MALLARD DEVELOPMENT, LTD. MCCLURE:& BROWNE, ENGINEERING.
3608 EAST 29T -H ' STREET IT 1 '
S REE , SUITE 00 008 WOODCREEK"DRIVE, SUITE 103
V1%.#1111 1 T 1YIH1" BRYAN TEXAS 77802 COLLEGE STATION, TEXAS77845
SIDE OF THE CENTERLINE OF ALL DRAINAGE WAYS). SEE THE (97�) 846-4384 (979) 693-3838
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 EASEMENTS SHOWN HEREON.
H.O.A. EASEMENT ACTIVITIES AND/OR INFRASTRUCTURE WILL BE
REFERENCED IN THE DEED RESTRICTIONS OF THE SUBDIVISION.
12. 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 JERRY
COUNTY HEALTH DEPARTMENT UNDER THE PROVISIONS OF DEER P LOT 1 (PART OF) EE PARK LOT (PART F)
THE PRIVATE SEWAGE FACILITY REGULATIONS ADOPTED BY RUSSELL SADIE L RETIA R EWARREN 2211295 Drainage & Utility Easement
THE COMMISSIONERS COURT OF BRAZOS COUNTY, SUPE CINSKI EE P LOT 1 (PART OF} ( 9 Y (3129/244 - - _ _ - _ _ - - _ -
PURSUAN TO THE PROVISIONS OF SECTION 21.084 OF THE AAFFEY 20 Esmt (221/295) _ - - _
TEXAS WATER CODE. NO OSSF DRAIN FIELD IS TO DEE PARK DEER P K (101751100 ----- ----------- --------------- - -- -
ENCROACH ON THE 100 -FOOT SANITARY ZONE OF PRIVATE LOT 18LOT 16 _____________ _--
WATER WELLS OR 150 FEET OF PUBLIC WATER WELLS. A 10562/55 " " 1 544.89' - - - - - - - -
SANITARY ZONE MUST BE CLEARLY DELINEATED AROUND ALL (227/109 (10582/55) N86 5720 E- ----- ------------- ---- ____-
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 - - - - - _ - - - _ _ _ _ _ - - - - - - _ - _ H.O.A. Common Area
EVALUATION ON FILE WITH THE BRAZOS COUNTY HEALTH _ _., _ - - - .-:- - - - - ---_ _ _ _ 315.80'
DEPARTMENT BEFORE ON-SITE SEWAGE FACILITY MAY BE _ _ _
_ - - 372. v I 7 quili
U1110 South est Pi e
CONSTRUCTED. ne Corp.
BLOCK 27 w 3 Esmt (184 01
C.) ON-SITE SEWAGE FACILITIES DISPOSAL AREAS SHALL NOT - -' - - - - 2.40' - I
ENCROACH THE 100 FOOT OR THE 150 FOOT SANITARY oo ' P.U.E. / o y
ZONE OF A PRIVATE OR PUBLIC WELL, RESPECTIVELY. A \ ° I I _ LOT 3 BLOCK 27 �� �� ��'O� .22 AC
SANITARY ZONE MUST BE CLEARLY DELINEATED AROUND ALL \ \ i BLOCK 27 roti o- » 10' P.U.E.o
EXISTING WELLS ON THE PLAT. \ \ LOST 2 \ o 1.23 AC\\ \ 4 Waterline I N
13. WELLBORN SPECIAL UTILITY DISTRICT WILL PROVIDE WATER \ \�' BLOCK 27 �h / ��� \ 1 •46 20' . UE. `� Propose .a
SERVICE FOR THE SUBDIVISION. BRYAN TEXAS UTILITIES WILL \ \ / ,�0� E \ o� _ 24 0'
PROVIDE ELECTRIC SERVICE FOR THE SUBDIVISION. \ AC250.80'
14. 1/2" IRON RODS SHALL BE SET AT ALL CORNERS UNLESS \ \ 0 P.U.E. / �\ 307.80' L
OTHERWISE INDICATED. _ I- __ I LOT 8 o
15. EXISTING LAND USE: VACANT/AGRICULTURAL �O� \ _ - _ 322' 19 M ?� \ 6, \ N H /h o I O
PROPOSED LAND USE: SINGLE FAMILY RURAL RESIDENTIAL TONT L IE \ �--- - _ - - O �8 p z / v / BLOCK 2 o O
INDI ES •- _ - - - - \ \\ 4. �, 9, OT 4 LOT 3,� .� D I �, �I
16. ALL LOTS ARE PREDOMINANTLY DENSE VEGETATION. H , L 7, L 10 c9 \ , 4��1. BLOCK 27 N BLOCK 27 n003� 1.12 AC o' H
17. ALL STRUCTURES SHALL BE CONSTRUCTED WITHIN 500 FEET OFA 609 �%P-
LOT \ cp. \ N -A o o p 3 o 1 Es�o•A I
t.
FIRE HYDRANT AS MEASURED ALONG THE RIGHT-OF-WAY. ( �\ BLOCK 27 \ �� ;� O V N 1.31 `� 1.15 AC rn Landscape -
3 w -. -
S c n N Landscape 16' P.UE. - -1 - N 3 salt. -250. DAC
' �.
v - - 255.80 -
44.8
\ 50' Bldg. Setback
1 P.
L=220.58 �_- -- -
' . \ �, £ �-- - - - - - - 3 ° 57'20" w - 250.00'
\ ._-�-- - 1 6" Culvert S
(E 77N (Propos
\ \ \ / L, 19.49 � 3
KE HA I UD C \ / 4" Waterline DRIVE
INDIANLA S \ /� wrESA VERDE 1 - 36" Culvert
/ / (Proposed) N 24, Pvmt., 1,289 L sed) S '3 C 02'40"
2, BL 7, L 11 (100R.O.w. w 3 100.00'
(7945/192) w -
w w w �0 - N
3s» cu s _ '�
C2 (Proposed) M - _- - - ire Hydran
M, Fire Hydran t
M 16' P. U.
8» Waterli
(separate instr ment)
/ - d
/
/M
M /
SMI NG MALL D DE ELOP E T, LTD. SCALE 1" = 80'
oZ � (UNP TT , 6055/257
N 25 �Q 6 TE E I NE CH
1 INDIAN
PSI , LK , L T 1
(6606/105)
CURVE TABLE
CURVE DELTA RADIUS LENGTH TANGENT CHORD BEARING CHORD
C1 190 53'26" 2,450.00' 850.53' 429.59' S 770 00'58" W 846.26'
C2 070 23'09" 2,550.00' 328.71' 164.59' N 700 40'52" E 328.49'
J!�
TOTAL LOT COUNT
TOTAL LOT ACREAGE
TOTAL H.O.A. COMMON AREA ACREAGE
TOTAL RIGHT-OF-WAY ACREAGE
8 LOTS
10.85 AC
1.31 AC
4.00 AC
TOTAL ACREAGE OF PHASE XVI
16.16 AC
REAR SETBACK: 25' ACREAGE CALCULATIONS ' u
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 P.O.B. POINT OF BEGINNING
INCORPORATED TOWN OR CITY IN BRAZOS COUNTY, TEXAS. P.U.E. PUSUC U7ILITY EASEMENT
7. CONTOURS BASED ON DATA PROVIDED BY THE CITY OF COLLEGE H.O.A. HOME OWNERS' ASSOC/AAONESMT. EASEMENT
STATION. R.O.W. RIGHT-OF-WAY
8. ALL LOTS IN PHASE 16 ARE TO HAVE INDIVIDUAL ON SITE SEWAGE PWT PAVEMENT
FACILITIES.
9. ALL LOTS ARE SUBJECT TO THE REQUIREMENTS AND RESTRICTIONS ABBREVIATIONS
DELINEATED IN THE COVENANTS, CONDITIONS, RESERVATIONS, AND LOCATION WITHIN INDIAN LAKES
RESTRICTIONS OF THE SUBDIVISION.
10 THERE IS A MINIMUM 50' WIDE DRAINAGE BUFFER foml ON EACH
i
PRELIMINARY PL N
N T FOR RECORD
OF
VILLAGES OF INDIAN LAKES
PHASE XVI
16.16 ACRE TRACT - 8 LOTS
J. M. BARRERA SURVEY, A-69
BRAZOS COUNTY, TEXAS
SCALE: 1 " = 80' MARCH 19, 2013
SHEET 1 OF 1
OWNED AND DEVELOPED BY:
SMILING MALLARD DEVELOPMENT, LTD. I'
3608 EAST 29TH STREET, SUITE 100
BRYAN TEXAS 77802
(97�) 846-4384
PREPARED BY: ENGINEER/SURVEYOR:
SMILING MALLARD DEVELOPMENT, LTD. MCCLURE:& BROWNE, ENGINEERING.
3608 EAST 29T -H ' STREET IT 1 '
S REE , SUITE 00 008 WOODCREEK"DRIVE, SUITE 103
V1%.#1111 1 T 1YIH1" BRYAN TEXAS 77802 COLLEGE STATION, TEXAS77845
SIDE OF THE CENTERLINE OF ALL DRAINAGE WAYS). SEE THE (97�) 846-4384 (979) 693-3838
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 EASEMENTS SHOWN HEREON.
H.O.A. EASEMENT ACTIVITIES AND/OR INFRASTRUCTURE WILL BE
REFERENCED IN THE DEED RESTRICTIONS OF THE SUBDIVISION.
12. 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 JERRY
COUNTY HEALTH DEPARTMENT UNDER THE PROVISIONS OF DEER P LOT 1 (PART OF) EE PARK LOT (PART F)
THE PRIVATE SEWAGE FACILITY REGULATIONS ADOPTED BY RUSSELL SADIE L RETIA R EWARREN 2211295 Drainage & Utility Easement
THE COMMISSIONERS COURT OF BRAZOS COUNTY, SUPE CINSKI EE P LOT 1 (PART OF} ( 9 Y (3129/244 - - _ _ - _ _ - - _ -
PURSUAN TO THE PROVISIONS OF SECTION 21.084 OF THE AAFFEY 20 Esmt (221/295) _ - - _
TEXAS WATER CODE. NO OSSF DRAIN FIELD IS TO DEE PARK DEER P K (101751100 ----- ----------- --------------- - -- -
ENCROACH ON THE 100 -FOOT SANITARY ZONE OF PRIVATE LOT 18LOT 16 _____________ _--
WATER WELLS OR 150 FEET OF PUBLIC WATER WELLS. A 10562/55 " " 1 544.89' - - - - - - - -
SANITARY ZONE MUST BE CLEARLY DELINEATED AROUND ALL (227/109 (10582/55) N86 5720 E- ----- ------------- ---- ____-
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 - - - - - _ - - - _ _ _ _ _ - - - - - - _ - _ H.O.A. Common Area
EVALUATION ON FILE WITH THE BRAZOS COUNTY HEALTH _ _., _ - - - .-:- - - - - ---_ _ _ _ 315.80'
DEPARTMENT BEFORE ON-SITE SEWAGE FACILITY MAY BE _ _ _
_ - - 372. v I 7 quili
U1110 South est Pi e
CONSTRUCTED. ne Corp.
BLOCK 27 w 3 Esmt (184 01
C.) ON-SITE SEWAGE FACILITIES DISPOSAL AREAS SHALL NOT - -' - - - - 2.40' - I
ENCROACH THE 100 FOOT OR THE 150 FOOT SANITARY oo ' P.U.E. / o y
ZONE OF A PRIVATE OR PUBLIC WELL, RESPECTIVELY. A \ ° I I _ LOT 3 BLOCK 27 �� �� ��'O� .22 AC
SANITARY ZONE MUST BE CLEARLY DELINEATED AROUND ALL \ \ i BLOCK 27 roti o- » 10' P.U.E.o
EXISTING WELLS ON THE PLAT. \ \ LOST 2 \ o 1.23 AC\\ \ 4 Waterline I N
13. WELLBORN SPECIAL UTILITY DISTRICT WILL PROVIDE WATER \ \�' BLOCK 27 �h / ��� \ 1 •46 20' . UE. `� Propose .a
SERVICE FOR THE SUBDIVISION. BRYAN TEXAS UTILITIES WILL \ \ / ,�0� E \ o� _ 24 0'
PROVIDE ELECTRIC SERVICE FOR THE SUBDIVISION. \ AC250.80'
14. 1/2" IRON RODS SHALL BE SET AT ALL CORNERS UNLESS \ \ 0 P.U.E. / �\ 307.80' L
OTHERWISE INDICATED. _ I- __ I LOT 8 o
15. EXISTING LAND USE: VACANT/AGRICULTURAL �O� \ _ - _ 322' 19 M ?� \ 6, \ N H /h o I O
PROPOSED LAND USE: SINGLE FAMILY RURAL RESIDENTIAL TONT L IE \ �--- - _ - - O �8 p z / v / BLOCK 2 o O
INDI ES •- _ - - - - \ \\ 4. �, 9, OT 4 LOT 3,� .� D I �, �I
16. ALL LOTS ARE PREDOMINANTLY DENSE VEGETATION. H , L 7, L 10 c9 \ , 4��1. BLOCK 27 N BLOCK 27 n003� 1.12 AC o' H
17. ALL STRUCTURES SHALL BE CONSTRUCTED WITHIN 500 FEET OFA 609 �%P-
LOT \ cp. \ N -A o o p 3 o 1 Es�o•A I
t.
FIRE HYDRANT AS MEASURED ALONG THE RIGHT-OF-WAY. ( �\ BLOCK 27 \ �� ;� O V N 1.31 `� 1.15 AC rn Landscape -
3 w -. -
S c n N Landscape 16' P.UE. - -1 - N 3 salt. -250. DAC
' �.
v - - 255.80 -
44.8
\ 50' Bldg. Setback
1 P.
L=220.58 �_- -- -
' . \ �, £ �-- - - - - - - 3 ° 57'20" w - 250.00'
\ ._-�-- - 1 6" Culvert S
(E 77N (Propos
\ \ \ / L, 19.49 � 3
KE HA I UD C \ / 4" Waterline DRIVE
INDIANLA S \ /� wrESA VERDE 1 - 36" Culvert
/ / (Proposed) N 24, Pvmt., 1,289 L sed) S '3 C 02'40"
2, BL 7, L 11 (100R.O.w. w 3 100.00'
(7945/192) w -
w w w �0 - N
3s» cu s _ '�
C2 (Proposed) M - _- - - ire Hydran
M, Fire Hydran t
M 16' P. U.
8» Waterli
(separate instr ment)
/ - d
/
/M
M /
SMI NG MALL D DE ELOP E T, LTD. SCALE 1" = 80'
oZ � (UNP TT , 6055/257
N 25 �Q 6 TE E I NE CH
1 INDIAN
PSI , LK , L T 1
(6606/105)
CURVE TABLE
CURVE DELTA RADIUS LENGTH TANGENT CHORD BEARING CHORD
C1 190 53'26" 2,450.00' 850.53' 429.59' S 770 00'58" W 846.26'
C2 070 23'09" 2,550.00' 328.71' 164.59' N 700 40'52" E 328.49'
J!�