HomeMy WebLinkAboutDrawingsNOTES:
1. BASIS OF BEARINGS IS TRUE NORTH OBTAINED BY SOLAR
OBSERVATION. REFER TO THE PLAT FOR POINT OF BEGINNING
(P',O.B.) LOCATION.
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
"A17.
m
3. THERE IS A 16' PUBLIC UTILITY EASEMENT ALONG THE RIGHT OF
WAY FRONTAGE OF ALL LOTS, UNLESS OTHERWISE NOTED.
4. THERE IS A 20' PUBLIC UTILITY EASEMENT CENTERED ON ALL
INTERIOR LOT LINES AND A 10' PUBUC UTILITY EASEMENT ALONG
THE REAR OF ALL LOTS.
5. BUILDING LINE SETBACKS ARE AS FOLLOWS:
FRONT SETBACK: 50'
SIDE SETBACK: 20'
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 PROVIDED BY THE CITY OF COLLEGE STATION.
8. ALL LOTS WITHIN THIS PLAT SHALL HAVE INDIVIDUAL ON SITE
SEWAGE FACILITIES.
9. ALL LOTS ARE SUBJECT TO THE REQUIREMENTS AND
RESTRICTIONS DELINEATED IN THE COVENANTS, CONDITIONS,
R SERVATIONS, AND RESTRICTIONS OF THE SUBDIVISION.
10. N TES FROM THE BRAZOS COUNTY HEALTH DEPARTMENT:
a.) ALL LOTS SERVED BY AN OSSF MUST COMPLY WITH
COUNTY AND STATE REGULATIONS. NO OSSF MAY BE
INSTALLEDON 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 PUBUC 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.
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.
11 WELLBORN SPECIAL UTILITY DISTRICT WILL PROVIDE WATER
SERVICE FOR THE SUBDIVISION.
12. 1 12" IRON RODS SHALL BE SET AT ALL CORNERS UNLESS
OTHERWISE INDICATED.
13. EXISTING LAND USE: VACANT
PROPOSED LAND USE: SINGLE FAMILY RURAL RESIDENTIAL
N
SCALE : V = 60'
PRELIMINARY PLAN
roW MEn Ta
rm
DUCK HAVEN SUBDIVISION
PHASE VII
11.97 ACRE TRACT —10 LOTS
B. MCGREGOR SURVEY, A-170
BRAZOS COUNTY, TEXAS
SCALE: 1 " = 60' JULY 29, 2014
SHEET 1 OF 1
OWNED AND DEVELOPED BY:
DUCK HAVEN, LTD.
3608 EAST 29TH STREET, SUITE 100
BRYAN TEXAS 77802
(97`x) 846-4384
PREPARED BY: ENGINEER/SURVEYOR:
DUCK HAVEN, LTD. MCCLURE & BROWNE ENGINEERING
3608 EAST 29TH STREET, SUITE 100 1008 WOODCREEK DRIVE, SUITE 103
BRYANTEXAS 77802 COLLEGE STATION, TEXAS 77845
(97) 846-4384 (979) 693-3838
PRELIMINARY PLAN CURVE TABLE
CURVE
DELTA
RADIUS
LENGTH
TANGENT
CHORD BEARING
CHORD
C1
1.90 25'27"
495.00'
167.81'
84.72'
S 200 46'59" E
167.01'
C2
770 23'05"
25.00'
33.77'
20.02'
N 490 45'48" W
31.26'
VICINITY MAP NOT TO SCALE
ACREAGE CALCULATIONS
PROPOSED WA TER LINE
PROPOSED DIRECTION OF DRAINAGE/RUNOFF
PHASE LINE
PROPERTY LINE
(SUBJECT BOUNDARY AND ADJOINERS)
LEGEND
w w w
C1 --
TOTAL LOT COUNT-
TOTAL LOT ACREAGE.-
TOTAL H.O.A. COMMON AREA ACREAGE:
TOTAL RIGHT-OF-WAY ACREAGE
10 LOTS
10.58 AC
0.00 AC
1.J9 AC
TOTAL ACREAGE OF PHASE VII:
11.97 AC
ACREAGE CALCULATIONS
PROPOSED WA TER LINE
PROPOSED DIRECTION OF DRAINAGE/RUNOFF
PHASE LINE
PROPERTY LINE
(SUBJECT BOUNDARY AND ADJOINERS)
LEGEND
w w w
C1 --
NOTES: "
1. BASIS OF BEARINGS IS TRUE NORTH OBTAINED BY SOLAR
OBSERVATION. REFER TO THE PLAT FOR POINT OF BEGINNING
(P. B.) LOCATION.
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 CO375E. EFFECTIVE DATE: MAY 16,
20'2. BASE FLOOD ELEVATIONS ARE NOT DETERMINED FOR ZONE
3. THERE IS A 16' PUBLIC UTILITY EASEMENT ALONG THE RIGHT OF
WAYFRONTAGE OF ALL LOTS, UNLESS OTHERWISE NOTED.
i
4. THERE IS A 20' PUBLIC UTILITY EASEMENT CENTERED ON ALL
INTERIOR LOT LINES AND A 10' PUBLIC UTILITY EASEMENT ALONG
THE REAR OF ALL LOTS.
I
5. BUILDING LINE SETBACKS ARE AS FOLLOWS:
FRONT SETBACK: 50'
SIDE SETBACK: 20'
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 PROVIDED BY THE CITY OF COLLEGE STATION.
8. ALL LOTS WITHIN THIS PLAT SHALL HAVE INDIVIDUAL ON SITE
SEWAGE FACILITIES.
9. ALL LOTS ARE SUBJECT TO THE REQUIREMENTS AND
RESTRICTIONS DELINEATED IN THE COVENANTS, CONDITIONS,
RE ERVATIONS, AND RESTRICTIONS OF THE SUBDIVISION.
10. NO ES 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.
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.
ON-SITE SEWAGE FACILITIES DISPOSAL AREAS SHALLNOT
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.
11. WELLBORN SPECIAL UTILITY DISTRICT WILL PROVIDE 'WATER
SERVICE FOR THE SUBDIVISION.
\ 12. 1%I 11 IRON RODS SHALL BE SET AT ALL CORNERS UNLESS
OTHERWISE INDICATED.
13 EXISTING LAND USE: VACANT
PROPOSED LAND USE: SINGLE FAMILY RURAL RESIDENTIAL
N
SCALE : I" - 60'
1P.00B.1
N 27-1'6'47" W - 17,322.60'
MONUMENT #134
J
Q
0
0
0
Temponary
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-6 Z
J �
Duck Haven, Ltd.
Unplatted
N 90 0 00 `00" E - 619. , 9 `
I 720.00 I
I 120.00 I
1 720.00 I
1 120.00 I
120.00 `\
� r
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10' P.U.E.
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I I
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I I
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I I
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I I
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I I
LOT 5
IG1 I
LOT 4
I� 1
LOT 3
I�'� I
�, LOT 2
I
\
BLOCK 8 ;
; o BLOCK 8 '
; o BLOCK 8 ;
; o BLOCK 8
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1.05 A i
i o 1.05 AC i
1 1.05 AC i
i o 1.05 AC i
i 1.05 AC '
I
--�6, P. U. \\ \\ \ Q
I I
I I
I I
I I
I
1 I
I I
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1
20' P. U.E .
I
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LOT 1
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1 I
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► I
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_-i.-__yf3� PU. ---- ---I
I
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j
Setback \
20 P. U. E. \
\
- ------
I I
' '
----------
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120.00'
----------
I I
1 120.00' '
i C�\�q I
' 110 54' ' 5j>
-I ------ ------I-
I !� g5 1
��-� 115.09' 1
-1- _____
�l------- Landscape
/' 202.73 Esm t.
120.00'
I------------- \
--------- --J
I----=--------�
-- ---- ----I
L ----------------/
--
v—v—v —v —v —v
�—v—v—v—v—v
v—v—v—v—v—v—,,
v—v—v—v—v—v _
v __v _
v—v —v —v —v —v —v—v —
i,
WIGE-ON TRAIL DRIVE
Z 0 (70' R.O.W. 2, -vi
o _
1 120.04 1 1 120.04 1 1 120.04 1 1110. D� 9
8 _
I I I I I I I �� �
------------I--1--------- ---1- -I------ ------ I- ---------
16' P.U.E.
I 50' Bldg
Z I i I I i Setback
o
I I I I I ! I I
I
LOT 7 i v LOT 8 i %i v LOT 9 v LOT 0
BLOCK 8 i I0' BLOCK 8 i BLOCK 8 I i°0 BLOCK 8
w 1 1.04 AC 1 I `� 1 04 AC 1 ► � 1.04 AC I I °° 1.0 AC ►
I I I I I I ! I IM
pVp i i i i I i I i IM
• 1 I I I I I� I I ��_--
I I I I ►� I F
I I I I 20' P. U. E
10 E. P. U.I I I I I I r----
II�
I I I I I I I ( IQ
I
I I I I I
I I I I I I
I I I ! I I I I
I I I I I I 1 I 10' P. U. E
10' P.U.E. 1 I 1 (Exis tin g)
! 720.04' 1 '� 120.04' _-! �- 720.04' J �_-- 1_ 04
L1--- _ ----, ----------- ---- ---
---------------------------- ---
N 90 0 00'0, W-- 480.17`
10 P.U.E. (Existing)'
P 4, B5, L9 Ph 4, 85L 9 Ph 4, 85, L8 Ph 4, B5, L Ph 4, -85, L6
Ed and & Sara -er l -cam/ thy Dustin & Courtney Dennis & Emilyatrick &Royna
Binderu� �Brngs� Davi Weers '--.--Dexter
N 881,�027725" W - 365
Ph2, 83 L 1
Love Farrn-i-l-h\ Re o cabl e Tru
/ Ph2, B3, L2
Will ipm & Katherine Vpu gh n
Plh 2, B3, L 3
Shonel & Karen Hud on
Ph2, 84, L4
Je ffery Myers
10
x 8" Wa erline
'\ ;,:,ting)
i< \
i \ \
C
—.i vc -V
W,
I
I
I
I
I
t
I
I
I
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I
TOTAL LOT COUNT'
TOTAL LOT ACREAGE.-
TOTAL H.O.A. COMMON AREA ACREAGE'
TOTAL RIGHT-OF-WAY ACREAGE-
I
�I
11.97 AC
PRELIMINARY PLAN
CURVE TABLE
CURVE DELTA RADIUS LENGTH TANGENT CHORD BEARING CHORD
C1 190 25'27" 495.00' 167.81' 84.72' S 200 46' 59" E 167.01'
C2 770 23' 05" 25.00' 33.77' 20.02' N 490 45'48" W 31.26'
PRELIMINARY PLAN
1
NOT FOR RECORD
DUCK HAVEN SUBDIVISION
PHASE VII
11.97 ACRE TRACT -10 LOTS
B. MCGREGOR SURVEY, A-170
BRAZOS COUNTY, TEXAS
SCALE: 1 " = 60' JULY 29, 2014
SHEET 1 OF 1
OWNED AND DEVELOPED BY:
DUCK HAVEN, LTD.
3608 EAST 29TH STREET, SUITE 100
BRYANTEXAS 77802
(97,) 846-4384
PREPARED BY: ENGINEER/SURVEYOR:
DUCK HAVEN, LTD. MCCLURE & BROWNE ENGINEERING
3608 EAST 29TH STREET, SUITE 100 1008 WOODCREEK DRIVE, SUITE 103
BRYAN
TEXAS
6 4 84 02 COLLEGESTATION,
693 TEXAS 77845
VICINITYMAP NVI ,U ,UALL
ACREAGE CALCULATIONS
PROPOSED WATER LINE w w w
PROPOSED DIRECTION OF DRAINAGE/RUNOFF �-
PHASE LINE
PROPERTY LINE
(SUBJECT BOUNDARY AND ADJOINERS)
LEGEND
TOTAL LOT COUNT'
TOTAL LOT ACREAGE.-
TOTAL H.O.A. COMMON AREA ACREAGE'
TOTAL RIGHT-OF-WAY ACREAGE-
10 LOTS
10.58 AC
0.00 AC
1.39 AC
TOTAL ACREAGE OF PHASE VII:
11.97 AC
ACREAGE CALCULATIONS
PROPOSED WATER LINE w w w
PROPOSED DIRECTION OF DRAINAGE/RUNOFF �-
PHASE LINE
PROPERTY LINE
(SUBJECT BOUNDARY AND ADJOINERS)
LEGEND
NOTES: '!
1. BASIS OF BEARINGS IS TRUE NORTH OBTAINED BY SOLAR
OBSERVATION. REFER TO THE PLAT FOR POINT OF BEGINNING
(P!O.B.) LOCATION.
'I
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
N0. 480083, PANEL NO. 0215C, MAP NO. 48041 CO251 C.
EFFECTIVE DATE: JULY 2, 1992. BASE FLOOD ELEVATIONS ARE
N DETERMINED FOR ZONE "A".
3. THERE IS A 16' PUBLIC UTILITY EASEMENT ALONG THE RIGHT OF
WAY FRONTAGE OF ALL LOTS, UNLESS OTHERWISE NOTED.
4. TF ERE IS A 20' PUBLIC UTILITY EASEMENT CENTERED ON ALL
IN ERIOR LOT LINES AND A 10' PUBLIC UTILITY EASEMENT ALONG
T E REAR OF ALL LOTS.
5. BUILDING LINE SETBACKS ARE AS FOLLOWS:
FRONT SETBACK: 50'
SIDE SETBACK: 20'
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 PROVIDED BY THE CITY OF COLLEGE STATION.
8. ALL LOTS WITHIN THIS PLAT SHALL HAVE INDIVIDUAL ON SITE
SEWAGE FACILITIES.
9. ALL LOTS ARE SUBJECT TO THE REQUIREMENTS AND
R DELINEATED IN THE COVENANTS, CONDITIONS,
R �STRICTIONS
SERVATIONS, AND RESTRICTIONS OF THE SUBDIVISION.
10. NOTES FROM THE BRAZOS COUNTY HEALTH DEPARTMENT:
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.
li) 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.
X11 , , WELLBQ rt N,. SP.ECIAL..UTILITY , DISTRICT. WILL PROVIDE WATER
SE RVICE FOR THE SUBDIVISION.
12. 1/2- IRON RODS SHALL BE SET AT ALL CORNERS UNLESS
OTHERWISE INDICATED.
13. EXISTING LAND USE: VACANT
PROPOSED LAND USE: SINGLE FAMILY RURAL RESIDENTIAL
N
SCALE 1 " = 60
1P.0,54111
Z
O
O
> WIG�E—GN TRAIL DRIVE >
C i (70' R.O.W. N 24
o�
a ----------- ---------- —------------------ 1 N 88 '25" W 365
120.04' 1 1 120.04' 1 1 120.04' i i 110 10 8' i •�
I I I I I I I g'9 I ;
1------------1— -i--------- ---I-—I------------1-—I----- --
I I I I�
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Z Setback i i i I Love Famij[ Re ocable Tru.5
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o I I I I I I I I L4Vj-
I I I I I I I I �_J ,
SO
I I I I fes/ I/ I I
I
c,, i i c.l LOT 9 I ' LOT 0 I
� I LOT 7 i\�ILOT 8 � j� � � ' � Ph2, B3, L2
CIDI BLOCK 7 1 I' ---BLOCK 7 I/ 11 BLOCK 7 , , BLOCK 7 ,
I i i cN /i 100 1.04 AC i i 00 1.04 AC i Will m & Ka th erin e 1/ ugh n
V I 1.04 AC I I 1.0� I; ; I ;
1
I I I I I I 1 I SAN
W 1 10'- P. U._E. 20' P. U. EI
_
! I I I I I 1 10
l I I I I I I I I
I I I Ph2, B3, L3
I
I I I I I I I I 1
I ! I I I I I I 1 10' P.U.E. Sh on & Karen Hu d on
I I I i 10' P. U.E. �� I I (Exis tin g)
L_ 120.04' J L� 120_04 / I 120.04' ' ' 120,04' 1
----------- -------------- J L–
___
------------
I I I I O I III 1 I 1
N 90 00'0,0 ; VIS— 480.17' ; I ;
10' P.U.E. (Existing) '
P 4, B5, L 9 Ph 4, 85� 9/ Ph 4, B5, L8 Ph 4, 85, Ph 4, B5, L 6 Ph 2, B L4
Ed and & Sar' d el & /thy Dustin & CourtneyDennis & Emil atrich & Ra na
Bin d eru � �' �' Jeffery Myers
� Davi Weers Dexter
Duck Haven, Ltd.
Unplotted
N 90* 00'00" E — 619. 9'
I 120.00 1
1 120.00 1
1 120.00 I
---------
I 120.00 I
I 120.00
11.97 AC
10' P. U.E.
I 1
I I
I I
I
LOT 6
I I
LOT 5
I GI 1
LOT 4
1� I
LOT 3
I �'1 I
o
LOT 2�-
1 �'1
BLOCK 7 i
-
BLOCK 7 i
i o BLOCK 7'
I o BLOCK 7 1
I BLOCK I l
i o
1.05 AC i
i o 1.05 AC i
I o 1.05 AC i
i o 1.05 AC I
I.
i 1.051A C
I xis tin g)
I� 10' P.U.E. i
I I\
i I
I I
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i 20' P.U.E
I
1 I
I LOT 1 r\
1 I
I I
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1 1
I
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1 50' Bldg
I 20' P. U. E. Setback
I
I I
I
' 120.00' 1
' 120.00'
120.00' '
' ' ��,'
��� 115.09"
lU.
------------
Landscape
Esm t. ;
V -V -V -V -V -V
- _
-V -Y -V -V -V
V -V
110 54'
_ _ _ _ _;
/�� 202.73' �
\
-V --V -V -V -V
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-Y -Y -Y -V -Y -V /.Y
a
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-V
V - 1 -V V( -V -V -V -V -V -V -V
CURVE TABLE
CURVE DELTA RADIUS LENGTH TANGENT CHORD BEARING CHORD
C1 190 25'27" 495.00' 167.81' 84.72' S 200 46'59" E 167.01'
C2 770 23' 05" 25.00' 33.77' 20.02' N 490 45'48" W 31.26'
NO
X1
DUCK HAVEN SUBDIVISION
PHASE VII
11.97 ACRE TRACT -10 LOTS
B. MCGREGOR SURVEY, A-170
BRAZOS COUNTY, TEXAS
SCALE: 1 " = 60' JULY 29, 2014
SHEET 1 OF 1
OWNED AND DEVELOPED BY:
DUCK HAVEN, LTD.
3608 EAST 29TH STREET, SUITE 100
BRYAN TEXAS 77802
(97�) 846-4384
PREPARED BY: ENGINEER/SURVEYOR:
DUCK HAVEN LTD. MCCLURE & BROWNE ENGINEERING
3608 EAST 29TH STREET SUITE 100 1008 WOODCREEK DRIVE SUITE 103
BRYAN -TEXAS 77802 COLLEGE STATION, TEXAS 77845
(970846-4384 (979) 693-3838
VICINITY MAP
SUBJEC
TRACT
FMA
pc1,4&r6wMwr-10,
NOT TO SCALE
Iry
10 LOTS
10.58 AC
0.00 AC
1.39 AC
L--
11.97 AC
CURVE TABLE
CURVE DELTA RADIUS LENGTH TANGENT CHORD BEARING CHORD
C1 190 25'27" 495.00' 167.81' 84.72' S 200 46'59" E 167.01'
C2 770 23' 05" 25.00' 33.77' 20.02' N 490 45'48" W 31.26'
NO
X1
DUCK HAVEN SUBDIVISION
PHASE VII
11.97 ACRE TRACT -10 LOTS
B. MCGREGOR SURVEY, A-170
BRAZOS COUNTY, TEXAS
SCALE: 1 " = 60' JULY 29, 2014
SHEET 1 OF 1
OWNED AND DEVELOPED BY:
DUCK HAVEN, LTD.
3608 EAST 29TH STREET, SUITE 100
BRYAN TEXAS 77802
(97�) 846-4384
PREPARED BY: ENGINEER/SURVEYOR:
DUCK HAVEN LTD. MCCLURE & BROWNE ENGINEERING
3608 EAST 29TH STREET SUITE 100 1008 WOODCREEK DRIVE SUITE 103
BRYAN -TEXAS 77802 COLLEGE STATION, TEXAS 77845
(970846-4384 (979) 693-3838
VICINITY MAP
SUBJEC
TRACT
FMA
pc1,4&r6wMwr-10,
NOT TO SCALE
ACREAGE CALCULATIONS
PROPOSED WATER LINE w w w
PROPOSED DIRECTION OF DRAINAGE/RUNOFF"}—
PHASE LINE
PROPERTY LINE
(SUBJECT BOUNDARY AND ADJOINERS)
LEGEND
- U �
TOTAL LOT COUNT
TOTAL LOT ACREAGE.
TOTAL H.O.A. COMMON AREA ACREAGE.
TOTAL RIGHT -OF WAY ACREAGE.-
10 LOTS
10.58 AC
0.00 AC
1.39 AC
TOTAL ACREAGE OF PHASE VII:
11.97 AC
ACREAGE CALCULATIONS
PROPOSED WATER LINE w w w
PROPOSED DIRECTION OF DRAINAGE/RUNOFF"}—
PHASE LINE
PROPERTY LINE
(SUBJECT BOUNDARY AND ADJOINERS)
LEGEND
- U �