HomeMy WebLinkAboutDuck Haven Ph 7 & 8( Duck Haven, Ltd. \
Saddle Creek \ 10' U.E. (Future) Unplatted
Ph 6, B6, L 136 N 25°�561�" W - 17,040.29' \ _
Kevin &Brooke Skow MpN I MENT#134 N 90� 00�00", E - 629. 9'
-------------------------- ---N 90 00'00 ' E - 624 _97' ----------------------------------------------------------- --------------------------------------------- --------- -
----------, r---------� -- --- ;-------- ;- 1 I------------120.00
----------------- -- -------------- - - - - - r- 141.42' i 130.00 120.00 , , 120.00 I I 120.00 I I
1 236.28 I i i ► I
P O 8 n \ 247.28 \ �
\\ 10' P.U.E. j j I I \I\
N
Saddle Creek
Ph 6, B6, L 135
& Cynthia n thia Hons
y �-
»_ Privat \�� \�� \\ \\w LOT 2 I 10 j
SCALE 1 SO rainage E mt. \ \ BLOCK 9
\� LOT 3 VC) 1.22 AC I Iw LOT 1 I I I I i i \
T \ \ \ \ cs'� I I I c,, LOT I v
�.�, BL CK 9 \ I I ► I N L T 6 I t o BLOCK 8 cn LOT 4 o LOT 3 , o LOT 2
Saddle Creek h \ BLOC I I I I 1 \
0p �\ \ rn, 1. 2 AC \\ ► I I BLOC 8 I Q I I I o I I o I
Ph 6, B6, L134 / p , \ \ I I 1.00 AC I I W 1 IQ 1.00 AC o LOCK 8 o BLOCK 8 I oo BLOC I U.E.\
� i \ I I I 1.00A I I 1 I I I ��I� 'P..\ \\�
Heath Townsend Homes 3y• , , �� �� LOT `� `� \\ \ i i i I I , 1. I I � I 5 AC (Existing) \\
�\ , ��\ �� BLOC 9
A
G., i \ i i I I I I I i \\
Saddle Creek V , ^ ,` ` \ ` \0 1.51 �\ \ __ I I -------___ I\ I I LOT \
/ . . / . . sz \ \
Ph 6 86, /� �� \ \ \ \ -f _ 1 I 16' P. U.E. I I I I I (� 20' P. U. E , ( B ' K 8
L 133 b31 //iOp //�\\ \ �\\ ���, I I I I I I I I \
Blackhawk Custom Homes \ \ \ p' I I L--•,121.13' `��>6,,� I i j 8' ecline I I I I I 1 1 I 1.17 AC �\
o^ 0 \ \-105. --� --- , -r i 1 i I I I 50' Bid
o Y / �� L T 5 `� `� , \ „J t- I I I I I I I I Setb
2 2� � ___�, . �, 1 I _ `I I I I I 20' P.U.E. \\
/, �\ BOCK 9 �\ \ 8" Waterl,n \ \\ /� n� '? V _ /
L � �T Phase 7 / `" -_-__.J � f- I"---------t-t----------i-----,------L -F----------
'` `JI.10 AC �� \ ,/ 1 Temporary l 84.4j "8 I I gg I I ���9 I I g5 1 Landscape \
Saddle Creek ,' `� .� �� �po �� > / Turn -Around �I -_?s.i I �63• , I I • Q i 11,% 115.09' 202.73' Esmt. �/ =5� 6 '1
PhB, B6, L155 �� \ `�\ `� `C�p. `� �� .' 05�' ^/ - _`_' ---_5_6.2_1 J L 110_54---'-'�---------� �---------- �—
Saddle Creek Partners V
— — v —
/�/�' LOT 6 ---- ;- _ >
\ =18751 �►--___ WIGEON TRAIL DRIVE
BLO K 9 �,��-
i `� \ ,/� 6 > T•5�'� I' 0�24' Pvmt., 861 LF)
.12 AC �\ \ , ti6 j �O, 11 ,------------- I 12 •27 _
s
1 - O
y ----, 8 7 25 W - 365
54. 56.68 8
LO' 7 �� �� 16' P.C1.E j, �, 1 �� , I i ,- I I 63¢ I I �g•g
16 P.U.E. I I �� 7
f ,
B POCK 9 `� �� '� Qw��• \ \\ Setbackg ; I - ' i i ---- ----I -1--- L= ---
,/ .12 AC , , , Q- . Q / \ , Ph2, B3 L 1
g Love F Re ocable Tru
j Setback
�\ O� P , "�' /%\ \ 1 1 I I i I I
/ 75' Private j� \ '\ !, / / \ 1 1 I I 1
Draina Es t. `� `� ` X / ° `V S� / // \ \ 1 1 LOT 13 I I I I I I I I I �-
20' P.U.E. &Private �X �\ ,// �• ,; i' \\ \ 1 1 �°9-
\� \ Drainage Esmt. \ v A`S \ I I I 1
�� �X ♦ //p�0 BLOC
(14
LOT 8 �� �`� w��` i \1� ,�p�6 /,/ \\\ \ LOT 12 ;� AC I LOT 7
` BLOCK 9 `� �� / ' 1;' /J \, /' / \ \\ BLOCK 9 1 1°' I i i o i
1.69 �` �`� ,.�0,// \\ \ ' 1.75 AC 1 �V ! i BLO I BLOCK 8 I I N BLOCK 8 i i LO Ph2, B3, L2
\ 1 , I 1.16 AC I BLOCK 8 3
i i loo I I Willi, & Katherine V u hn
8 A ► 1.05 AC I I c,, I , : g
x 16' P.u.E \ �� 1 , I I ► �/ � 1.04 AC ,
U. i // �/ �----- , �� /, \\ \\ LOT 11 \\ \\ 11 ` =
Ph5, 86, L ��o�,\ 10' P. / o^/ / //�'5 �\ \\ BLOCK 9
Michael & atty I ^ l ,' / 1.26 AC \ \ 1 1 I I I
%. � I I i g/ \ � \ \ 1 1 /,�
An tho � �� I II , , 16.0 i \ \ \ 1 1 v�
�L
(y•��\ 11 \� `� �\ ���, \\ \\ 1 1 I ■,1 I j I I I i Ph2, B3, L3
•S\ ,n� `� \ \. 1 M__I I `,P.U.E. Shan & Karen Hu on
? .9�`.\ `� \ ♦ i' `�// �\ \ \� \\ \ 1 1 w I I �1 1 I I I I I I 1Exi tin /
\ / ,� \ \ 1 I i I 10' P.U.E. I ( 9)
LO 20' P. U.E. \ \ 1 1 ( I I I '
71
BLOCK `� \\\ \\� 11 1 130. 3' I I 120 04' I 120 04' I I 120 04, I I 1 04' 1 '
130. 3
------- -----y---� r----------- e „ — , r— --- , �'---
--------- ----
------ -- 480.17
N 90 00 00" W - 2 1.46 I 1 I 1 N 90 00 0I '
' 10' P.U.E. (Existing)'
Ph2, B , L4
86, L6 10' P.U.E. (Existing) \`.` LOT 9 \�� \�� 10' P.U.E.
Sh ley Hammond � > ,' Jeffery Myers
BLOCK 9
\`.>\\ 1.31 AC
h' '3 Ph4, B5, L10 Ph4, B5, L9 Ph4, B5, L8 Ph4, 5, L7 Ph4, B5, L6
Ph5, B6, L5 \` �`' '
M rtin &Melissa Kamerbe k �` \� �� Edwar & Sara Randel & Cathy Dustin & Courtney Dennis & mily Patrick & Rayna
���` `� `' B,nderup Bangs Davidson We
Dexter
s Ph 4, B5, L 11
Josh A in & Cos y Compbe l
Ph5, B6, L3
Robert & Juli
Reece S `N / ; ' Ph4, B5, 12
Ph5, B6, L4 O Linda C ok
Thomas & Lisa Keatl g
PRELIMINARY PLAN
CURVE TABLE
CURVE DELTA RADIUS LENGTH TANGENT CHORD BEARING CHORD
C1 19* 25' 27" 495.00' 167.81' 84.72' S 20° 46' '59" E 167.01'
C2 770 23' 05'' 25.09 33.77' 20.02' N 490 45' 48" W 31.26'
P.0_B. POINT OF BEGINNING
P.U.E. PUBLIC UTILITY EASEMENT
H.O.A. HOME OWNERS' ASSOCIATION
ESMT. EASEMENT
R.O. W. RIGHT-OF-WAY
PVMT. PAVEMENT
ABBREVIATIONS
U v o
WELLBORN
_
CIT LIMIT
LNE
"
o
j
0
0
m
_
SUBJECT
TRACT
�
z
r�
VICINITY MAP V�
TOTAL LOT COUNT.•
TOTAL LOT ACREAGE:
TOTAL H.O.A. COMMON AREA ACREAGE:
TOTAL RIGHT-OF-WAY ACREAGE:
TOTAL ACREAGE OF PHASE 7.7
I
I
I
I
10 LOTS
ia64 AC
0.00 AC
1.41 AC
ACREAGE CALCULATIONS - PHASE 7
TOTAL LOT COUNT
1J LOTS
TOTAL LOT ACREAGE:
17.62 AC
TOTAL H.O.A. COMMON AREA ACREAGE. •
0.00 AC
TOTAL RIGHT-OF-WAY ACREAGE:
1.50 AC
TOTAL ACREAGE OF PHASE 8:
19.12 AC
ACREAGE CALCULATIONS - PHASE 8
PROPOSED WATER LINE
PROPOSED DIRECTION OF DRAINAGE/RUNOFF
PHASE LINE
PROPERTY LINE
(SUBJECT BOUNDARY AND ADJOINERS)
LEGEND
AM
DUCK HAVEN SUBDIVISION
PHASES 7 & 8
[217.17 ACRE TRACT - 23 LOTS
B. MCGREGOR SURVEY, A-170
BRAZOS COUNTY, TEXAS
SCALE: 1 " = 80' NOVEMBER 10, 2014
SHEET 1 OF 1
OWNED AND DEVELOPED BY:
DUCK HAVEN, LTD.
3608 EAST 29TH STREET, SUITE 100
BR(971 )T846 4384 02
PREPARED BY: ENGINEER/SURVEYOR:
DUCK HAVEN, LTD. MCCLURE & BROWNE ENGINEERING
3608 EAST 29TH STREET, SUITE 100 1008 WOODCREEK DRIVE, SUITE 103
BR(9TEXAS
46 02 COLLEGE STATION,
N) 4384(9-3838AS 77845
NOTES:
1. BASIS OF BEARINGS IS TRUE NORTH OBTAINED BY SOLAR
OBSERVATION. REFER TO THE PLAT FOR POINT OF BEGINNING
(P.O.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,
2012. BASE FLOOD ELEVATIONS ARE NOT 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. 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.
5. BUILDING LINE SETBACKS ARE AS FOLLOWS:
FRONT SETBACK: 50'
SIDE SETBACK: 20'
REAR SETBACK: 25'
6. CONTOURS PROVIDED BY THE CITY OF COLLEGE STATION.
7. ALL LOTS WITHIN THIS PLAT SHALL HAVE INDIVIDUAL ON SITE
SEWAGE FACILITIES.
8. ALL LOTS ARE SUBJECT TO THE REQUIREMENTS AND
RESTRICTIONS DELINEATED IN THE COVENANTS, CONDITIONS,
RESERVATIONS, AND RESTRICTIONS OF THE SUBDIVISION.
9. 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.
10. WELLBORN SPECIAL UTILITY DISTRICT WILL PROVIDE WATER
SERVICE FOR THE SUBDIVISION.
11. MAINTENANCE OF PRIVATE DRAINAGE EASEMENTS SHALL BE THE
RESPONSIBILITY OF THE PROPERTY OWNER.
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
14. THIS SUBDIVISION IS LOCATED WITHIN THE COLLEGE STATION
INDEPENDENT SCHOOL DISTRICT.
14,01y
1a'P-11
ir•�