HomeMy WebLinkAboutDrawingsSaddle Creek Duck Haven, ltd.
Ph6, 86, L 136 �- N2 561 "W-17,040.29' 10' P.U.E. (Future) Unplatted
Kevin & Brooke Skow
--------MON MENT #134 ----- ---N 90� 0000 � E - 624.97'----------�----=---------------------------------------------N 90' 00'00" E - 629.- 9' \
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Ph 6, B6, L 135
Paul & Cynthia Hons
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PRELIMINARY
N01 FOR RECORID
OF
DI CK HAVEN SUBDIVISION
PHASES 7 & 8
31.17 ACRE TRACT -2 3 LOTS
B. MCGREGOR SURVEY, A-170
BRAZOS COUNTY, TEXAS
Va erline SCALE: 1 " = 80' NOVEMBER 10, 2014
sting)
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
(979) 846-4384 (979) 693-3838
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\ Draina Es t. o 4 ♦ h / \ 1 1 1 1 1 1 1 , i
`\ `\ 20' P.U.E. & Private `\ X\ ,// `V • // �/// \\ \ 11 I I I I I I I ® NOTES:
Drainage Esmt. / X\\ \v/ �O` /,, /, \ \\ 1 1 LOT 13 ' i 1 i' _ � 1. BAST OF BEARINGS IS TRUE NORTH OBTAINED BY SOLAR
\\ LOT 8 \ `\ / O / �6 / ` \ 1 1 BLOC I I p I I I I I I I < OBSERVATION. REFER TO THE PLAT FOR POINT OF BEGINNING
`\ \\ \\ /r �p�/i \� 1 / ��6' /r \\ \ LOT 12 j 141 AC I I W I I I I I �- *- 3 M (P. B.) LOCATION.
\\\ BLOCK 9 \\ \\ �// � ���; ;/ \� /,/ �,' `\ �\ BLOCK 9 1 �� I Icv LOT 7 I-00
\ 1.69 \ \\ , / \ \ 1 cr 1 I�' BLO I ►o LOT�8 1 I I I I , �''> > 2. NO SOT LIES WITHIN THE ZONE A SPECIAL FLOOD HAZARD AREA
1.75 AC 1 1 �, I cLOT 9 c,, ,
I I rn I ► I LO 0 I INDICATED ON THE F.E.M.A. FLOOD INSURANCE RATE MAP FOR
1.16 AC I BLOCK 8 I °p I I v ! BRAZOS COUNTY TEXAS AND INCORPORATED AREAS. COMMUNITY
\ \ , ,�\ \ r \ •� 1 / I N BLOCK 8 � BLOCK 8 , Ph2, B3, L2
\ v' r \ \`/ i ` X 16' P.U.E. \ I I t ! V !' I 1' I
Lit
/ \ \ \ \ 1 1 I I 8 A I� cD ' Willi m &Katherine l/ u hn NO. 1481195, MAP NO. 48041CO375E. EFFECTIVE DATE: MAY 16,
\ > \ A, I I I cfl 1.05 AC ! I c,, 1.04 AC 19 ^-- ^
x \ \ 1 1 , 2012. BASE FLOOD ELEVATIONS ARE NOT DETERMINED FOR ZONE
\ Dc r \ \ LOT 11 \ \ 1 I I I I ! I I i t+7 "A"
}z 10' P.U.E./ 1� / / '\ , \ \ \ \ 1 1 I I I '
Ph5, B6, L . � l O /''\� BLOCK 9
Michael & atty \ '' I // 9' ,/ \\ \\ \\\ \ 1 1 I i ! -- 3. THERE IS A 16 PUBLIC UTILITY EASEMENT ALONG THE RIGHT OF
\ t �l i
> Antho \ t t r \ \ 1.26 AC \ 1 1 ! _�►� ! I FRONTAGE OF ALL LOTS, UNLESS OTHERWISE NOTED.
v' .`. \ \ \ I v I _ 16.0 / \ \ � \ \ � 1 (/� i I i ! i I i i ► ; � �
�o 4. THERE ISA 20' PUBLIC UTILITY EASEMENT CENTERED ON ALL
P. `\ `\ `�'�, `\ \ 1 1 rA 1 I 1 I I t I I I i INTERIOR LOT LINES AND A 10' PUBLIC UTILITY EASEMENT ALONG
THE REAR OF ALL LOTS.
_--- , \ 1 1 w ( I ► ! I I I I I lo' P.U.E. Shan &Karen Hud on >
-110.71 / \ \\ LO \\ \ 20' P.U.E \ \ 1 I I v t ► I I 10' P.U.E I t !---(Ex1sting) 5. BUILDING LINE SETBACKS ARE AS FOLLOWS:
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BLOCK \\ `\ `\ 11 1 j I I j 1 I I II i FRONT SETBACK: 50'
_ 130.73 L__130. 3 L__ 120.04 __� 120.04 -- L-- 120.04 L-- 1-- 04' � �_-- > ,
1.23 AC `\ \\ A ----- ----- --- SIDE SETBACK: 20
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--------- -------------------,-----, r--------------, r--------------� � ---------� r----------- --� ' REAR SETBACK: 25'
< /J ; N 90 00 00"W-2 1.46 ; ; N 90' 00'O `; ► - 480.17 ; ; ; ---
` 6. CON OURS PROVIDED BY THE CITY OF COLLEGE STATION.
\10' P.U.E. (Existing) ^— ^
B6, L6 10' P.U.E. (Existing) \\ ` LOT 9 `\ `\ 10' P.U.E.\\ 7. ALL LOTS WITHIN THIS PLAT SHALL HAVE INDIVIDUAL ON SITE
Sh ley Hammond \\ \\ \\ Ph2, B , L4 , SEWAGE FACILITIES.
\\ BLOCK 9 \ \ r I ; Jeffery Myers
�� \\ 1.31 AC `\\ `\ �,/ /�'3y 8. ALL'LOTS ARE SUBJECT TO THE REQUIREMENTS AND
RESTRICTIONS DELINEATED IN THE COVENANTS, CONDITIONS,
Ph5, B6, L5 ^� \\ `\ `\ N '�j RESERVATIONS, AND RESTRICTIONS OF THE SUBDIVISION.
M rtin &Melissa Kamerbe k Ph4 B5, L10 Ph4, B5, L9 Ph4, B5, L8 Ph4,
y`� `\ `\ `\ / S L 7 Ph 4 B5 L 6 L.
Edwar & Sara Randel & Cath 9. NOTES FROM THE BRAZOS COUNTY HEALTH DEPARTMENT:
Bnderup Bangs y Dustin &Courtney Dennis & mily Patrick & Rayna '
\mss \\ fy 9 Davidson Weers Dexter yl
Ph4L11 > a.)I ALL LOTS SERVED BY AN OSSF MUST COMPLY WITH
/> , B5 , + COUNTY AND STATE REGULATIONS. NO OSSF MAY BE
Josh Ain &Cas . y Campbe l INSTALLED ON ANY LOT WITHOUT THE ISSUANCE OF AN
"AUTHORIZATION TO CONSTRUCT" ISSUED BY THE BRAZOS
COUNTY HEALTH DEPARTMENT UNDER THE PROVISIONS OF
Ph5, B6, L3 ; : \ ��i THE PRIVATE SEWAGE FACILITY REGULATIONS ADOPTED BY
Rob Re &eJuli \\\ /r/ /; ^— ^ THE COMMISSIONERS COURT OF BRAZOS COUNTY,
Ph5, B6, L4 •O�� \./ : Ph4, B5, 12 PURSUANT TO THE PROVISIONS OF SECTION 21.084 OF THE
Linda C ok TEXAS WATER CODE. NO OSSF DRAIN FIELD IS TO
Thomas &Lisa Keatl g \\ ENCROACH ON THE 100 -FOOT SANITARY ZONE OF PRIVATE
WATER WELLS OR 150 FEET OF PUBLIC WATER WELLS. A
EXISTING
SANITARY ZONE MUST BE CLEARLY DELINEATED AROUND ALL
_OR PRIVATE WELLS ON TH ._SUBDIVISION
PRELIMINARY PLAN
PLAT OR `WITHIN 150 FEET OF THE SUBDIVISION BOUNDARY.
CURVE TABLE
CURVE DELTA RADIUS LENGTH TANGENT CHORD BEARING CHORD'
C1 19 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'
P.O.B.
POINT OF BEGINNING
P.U.E.
PUBLIC UTILITY EASEMENT
H. O. A.
HOME OWNERS' ASSOCIA 77ON
ESMT.
EASEMENT
R.O.W.
RIGHT—OF—WAY
PVMT.
PAVEMENT
VICINITY MAP NOT MSCALE
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
ACREAGE CALCULATIONS - PHASE 7 SANITARY ZONE MUST BE CLEARLY DELINEATED AROUND ALL
EXISTING WELLS ON THE PLAT.
10. WEL BORN SPECIAL UTILITY DISTRICT WILL PROVIDE WATER
SERVICE FOR THE SUBDIVISION.
TOTAL LOT COUNT 13 LOTS
TOTAL LOT COUNT- 10 LOTS
AC
TOTAL LOT ACREAGE. 10.64
AC
TOTAL H.O.A. COMMON AREA ACREAGE., 0.00
SIC
TOTAL RIGHT—OF—WAY ACREAGE: 1.41
AC
TOTAL ACREAGE OF PHASE 7: 12.05
AC
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
ACREAGE CALCULATIONS - PHASE 7 SANITARY ZONE MUST BE CLEARLY DELINEATED AROUND ALL
EXISTING WELLS ON THE PLAT.
10. WEL BORN SPECIAL UTILITY DISTRICT WILL PROVIDE WATER
SERVICE FOR THE SUBDIVISION.
TOTAL LOT COUNT 13 LOTS
TOTAL LOT ACREAGE. 17.62
AC
TOTAL H.O.A. COMMON AREA ACREAGE: 0.00
4C
TOTAL RIGHT—OF—WAY ACREAGE. • 1.50
SIC
TOTAL ACREAGE OF PHASE 8: 19.12
AC
1I
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
ACREAGE CALCULATIONS - PHASE 8 14. THIS, SUBDIVISION IS LOCATED WITHIN THE COLLEGE STATION
INDEPENDENT SCHOOL DISTRICT.
PROPOSED WATER LINE w w w
PROPOSED DIRECTION OF DRAINAGE/RUNOFF C7—
PHASE LINE
PROPERTY LINE
(SUBJECT BOUNDARY AND ADJOINERS)
LEGEND