HomeMy WebLinkAboutDuck Haven PhIV, V, & VI PPPROPOSED WATER LINE w w w
PROPOSED DIRECTION OF DRAINAGE/RUNOFF C7--
PHASE LINE
DRAINAGE WAY -"'-""- ....'-"'-
RIGHT OF WAY CENTERLINE - - - - -
PROPERTY LINE ..
(SUBJECT BOUNDARY AND ADJOINERS)
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. 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 ALONG THE RIGHT OF
WAY FRONTAGE OF ALL LOTS.
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. THERE SHALL BE A 20' PUBLIC UTILITY
EASEMENT ALONG THE REAR OF EACH OF THE FOLLOWING LOTS:
PHASE V, BLOCK 6, LOTS 7-15
PHASE VI, BLOCK 7, LOTS 10-14
5. BUILDING LINE SETBACKS ARE AS FOLLOWS:
FRONT SETBACK (EVEN -NUMBERED LOTS): 50'
FRONT SETBACK (ODD -NUMBERED LOTS): 75'
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 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. ALL DRAINAGE EASEMENTS SHALL BE PRIVATE, EXCEPT THOSE IN
AREAS OF MAINTENANCE FOR PUBLIC ROAD CULVERT CROSSINGS.
MAINTENANCE OF THE PRIVATE DRAINAGE EASEMENTS SHALL BE
THE RESPONSIBILTY OF THE PROPERTY OWNER.
12. THERE IS A MINIMUM 75' WIDE RIPARIAN MANAGEMENT EASEMENT
CENTERED ON ALL CREEKS AND DRAINAGEWAYS THAT EXIST WITHIN
EACH LOT. SEE THE DEED RESTRICTIONS OF THE SUBDIVISION FOR
ADDITIONAL INFORMATION.
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.
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
50' AND A PAVEMENT RADIUS OF 40'.
17. EXISTING LAND USE: VACANT/AGRICULTURAL
PROPOSED LAND USE: SINGLE FAMILY RURAL RESIDENTIAL
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DUCK HAVEN SUBDIVISION
PHASES IV, Vq & VI
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SCALE : 1" = 300'
VICINITY MAP NOT TO SCALE
PHASE IV
TOTAL LOT COUNT'
12 LOTS
TOTAL LOT ACREAGE:
13.62 AC
TOTAL H.O.A. COMMON AREA ACREAGE. •
0.00 AC
TOTAL RIGHT-OF-WAY ACREAGE.,
1.62 AC
TOTAL ACREAGE OF PHASE IV
15.24 AC
PHASE V
TOTAL LOT COUNT'
15 LOTS
TOTAL LOT ACREAGE*
18.44 AC
TO TAL H.O.A. COMMON AREA ACREAGE.-
0.00 AC
TOTAL RIGHT-OF-WAY ACREAGE,
1.52 AC
TOTAL ACREAGE OF PHASE V.•
19.96 AC
PHASE VI
TOTAL LOT COUNT*
23 LOTS
TOTAL LOT ACREAGE,
27.76 AC
TOTAL H.O.A, COMMON AREA ACREAGE.
0.00 AC
TOTAL RIGHT-OF-WAY ACREAGE:
2.75 AC
TOTAL ACREAGE OF PHASE Vk
30.51 AC
ACREAGE CALCULATIONS
1-0
DUCK HAVEN SUBDIVISION
PHASES IV, V & VI
65.71 ACRE TRACT - 50 LOTS
B. MCGREGOR SURVEY, A-170
BRAZOS COUNTY, TEXAS
SCALE: AS SHOWN FEBRUARY 12, 2007
SHEET 1 OF 2
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 8L BROWNE ENGINEERING
3608 EAST 29TH STREET, SUITE 100 1008 WOODCREEK DRIVE, SUITE 103
BR(97�)TEXAS
846 4384 02 COLLEGESTATION,
6TEXAS 77845
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CURVE TABLE `` '\ \ \ 2.00'AC
CURVE DELTA RADIUS LENGTH TANGENT CHORD BEARING CHORD
C1 170 10' 50" 495.00' 148.43' 74.78' S 210 54' 17" E 147.87, l/ / \�'\ \\PRELIMINARY P:LAT
,\\ ,
C2 90000,001, 25.00' 39.27' 25.00' N 890 32' 06" W 35.36'
NOT FOR RE -CORD
\ N 90 ° 00 ;00" E - 1,292.22' �\ �� \ � �
Llf%E TABLE
LINE BEARINC
LENGTH
L1
S 420
55' 44"
W
100.36'
L2
N 440
32' 06"
W
70.00'
L5
N 440
32' 06"
W
48.08'
LOT 9
!LOCK I
11.88 AC
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\\ 312.79 225.90 120.00' 1 120.00' 120.00' 120.00' I 120.00' 120.00' �''�w\ ; / OF
PHASE V I DUCK HAVEN SUBDIVISION
` � a' �► i
- \ � �� f PHASES IV, V, & VI
�.
o LOT 9 LOT 8 LOT 7 IC, LOT'6 rn LOT 5 °' LOT 4 °' LOT 3 °� LOT 2 °j \ G� 65.71 ACRE TRACT - 50 LOTS
LOT d0 0-'• BLOCK 7 to BLOCK\7 o BLOCK,_7 o BLOCK'j o BLOCK 7 o BLOCK 7 a BLOCK 7 o BLOCK 7
1.78 AC \ 1.37 AC 1.01 AC 1.01 AC`' , 1.01 AC 1.01 AC 1.01 ACC, J
' BLOCK 7 1.01 AC /� \\ ��• / B. MCGREGOR SURVEY A-170
\ i
1.41 tac (% \ \ \. LOT I
�,,BLocK 7 \\ BRAZOS COUNTY, TEXAS
�! 18 AC
LOT 11 �� ,.` \ SCALE: 1 = 100 FEBRUARY 12, 2007
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�t0BLOCK 7 :' �, � -.---�.�✓____.-_ --�
e / 1:12 AC - y9 \ s" Wq'terline /`�--� G�`�53s'\
Pit �oo �� /�_5 / SHEET 2 OF 2
2 / 0 S � 120.00' 204.54' / 07g•i /
v 97.09 100. 00 120. 00 120.00 120.00 120.00 f2_0. 00 _
LOT 1.2" 140.67 ----- i ----------------- ----- ---------- ----- -- --- -- ---- ---- ----- ---•-w OWNED AND DEVELOPED BY:
(���•: 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-v -w
0 h i / / `., DUCK HAVEN, LTD.
BLOCK 7 ^ f j^� �-�--- V�/1 HISTLING WAY �,--
3608 EAST
29TE► STREET, SUITE 100
\'�J< �� / .10 AC ����;; ^ ( __ _� __ _____ _ ��_v -' __ __ __ -- AN TEXAS77802
�, ��GJ ``,�4j• �\\\/ >(70- R.O.W. N 24' Pvmt., 1,733 LF), (97�) 846-4384
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-- \-------- �• ��'�� �'� 9 / � �\ /� :- � /�� � �' ____-- �----- - - - - - - - ------ -------------'=� - � -- N 90°00'00" W-:385.04' PREPARED BY: ENGINEER/SURVEYOR:
N LOT 13 19769' - 1.20.04' 120.04' �12-0.04' 1TO.04' 12.'0.04 / DUCK HAVEN, LTD. MCCLURE & BROWNE ENGINEERING
�QG Proposed / \\l �\ / / k�L 121.81 / -,. _`____ ' �� % 3608 EAST 29TH STREET, SUITE 100 1008 WOODCREEK DRIVE, SUITE 103
'3 6etention / \ \ BLOCK 7 �`�- / \ \ \ i - LOT 1 \ BRYAN TEXAS 77802 COLLEGE STATION, TEXAS 77845
Area // �\ �1.34 AC ,(�G / �\ \ ts' P.U.E. BLOCK / (97,) 846-4384 (979) 693-3838
UP
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Dai�ge � N 20' Private�-
// j Easement Drainage
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POND
LOT 14
// �• BLOCK 7
�, \ w LOT 19 w LOT 20 w LOT 21 w LOT 22 w w LOT 2
1.48 AC �� �\ �' /// / \ BLOCK 7
% \ LOT 18 rn rn rn - ,rn rn o, \ \\
`� / ° / \----_____ , j BLOCK 7 BLOCK 7 ��BLOCK 7 ;' BLOCK 7 v BLOCK 3
/ \ BLOCK 7 6) rn 1.01 C °� ^- ^- ^
1 1 20-'PR to / r \ \ \�� 1.02 AC '; 1.01 AC 1.01`AC I 1.01 AC �; 1.15 AC /
1 1---�0rotnage % r'� / //�h LOT 17 \ \ \� 1.96 AC C.: / / LOT `4 LOT 15 \ '
1 i ose rent ;' /�"�� BLOCK 7 \ \\ \ �� �___ / ✓ BLOCK 2 BLOCK 2 '`•
1 \
\ \ \ �-- "�� / j l) 1.04 AC \ '1.13 AC \ LOT- 16
1.35 AC \ _ / LOT 8 \
1 �\ \ r?o�• fi t/ .16.09 \ \\ \\ / I , BLOCK 2 \ \ BLOCK 2�20' i
i \ "oo \ \ --- Droirr�a9e --nvote'Z.� / - LOT 3 t �\ I `� �-1:01 AC / \ 1.10 AC LOT 1.7
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1 )1 ,/ 1ti •� , _ \ \ PHASE VI /
,I LOT 7 - - �� 71' LOT-1.6 \ \ / 1.15 AC
j BLOCK 4 �,11 % \ \ _ ��\ I ` \
�1 I 1.71 AC �' BLOCK 7\
\\ \ 141.42' ' 120.04' 120.04' 120_04� 120.04' 120:04' i \
' � � 1.23 AC \
LOT 8 0o i i
BLOCK 4 vi i LOT 6 � 'l s '�, \ I \ 1 P H A S` -C T V - ^- \ / LOT 7
1.36 AC i j BLOCK 4 LOT 15 LOT 4 I BLOCK 2 .,
1 �, , , � \ ' %�\ ,_� �� BLOCK 3 1.00 AC
\ j
f,--1 1.27 AC �• BLOCK 7 ?\ \ I \ r.
1.32 1.20 1AC ,
1.07 AC
LOT 5 \ � \ \ `'`' \ ' • /, ,
BLOCK 6 V., ' \
L=45.46 7, a 1 0 ! oo. 44- / \ \� LOT 10 (+ LOT 9 LOT 8 cn LOT 7 LOT 6
I ` \
/ - . 4.7,6' 'PN,1 9 '9 '� / I /\\ \ � BLOCK 5 I rn \`BLOCK 5 BLOCK 5 c:; BLOCK 5 BLOCK 5 N LOT 5 ' ' a
`• LOT 2
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LOT 11 \ \ : \ _tN Z 1.20 AC I 1%.04 AC
LOT 4 \ \\� \ ,o\ ' "- "-
\ o BLOC , 5 \ \ I )LOT
6
\ � \ BLOCK 6 0' 1.49 AC \ No' Private __ /-> )
1.03 AC \ \\ Eos°'ement \ BLOC 2 LOT
r19 i 1.00 AC BLOCK 2 '�-.
\\\�� \ " LOT 6 �_ / 1
\ j 16 \ g6t6' RU.E. �i \ V 1.4 c _ LOT 4 ``� 1.17 AC C�
L_�6.04 0 �.� �� \ �' �_ ��. \ \ / / O�ti cA �� V BLOCK 3 I I �. �� �O
\• o.. /2 \ \ \ \ �� I . ass: ---�09 ate., ~ 1.01 AC '� ' \ BLOCK 2
LOT 3 LOT 12 \\ \ 69'/ \. - _ _85.04 _ 120.04 (� I 1.31 AC
BLOCK 5 \I log
/
LOT 10 \ ash\ \ \`\\ BLOCK 6 'so 1:09 AC
03
BLOCK 6 �' \ \ \` \\ / o. j �01 O6 I (_ - �'\\ - - --� - - \ ' 7
1.15�\AC �1 \ \� \\ \ 1.�6 I �' I `' LOT 7- /
0- \\\ \ o �0 I //� > i BLOCK 3 \
^�11.01 AC
�s \ ��'\ �' r^ / �-23.5 � / \\\\ � ` ____ _ / / " LOT 5
BLOCK 6 o�\\ \ \ \ \`r0 LOT 2 i % , // I ' r/I ^- i - - -- \\\; 1 _ __- . --� j\�--�
• \ \\ `-�� ` 1\oo. BLOCK 6 0// i r%; MKKT p5� 02.15 120.04,.•,) 904.79 \� I--=��09' 1.22 AC
1.02 AC- j o 91/ ,l �, r� ) s" wateoneA.
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p \ 1.24 ABLOe�C \ �? !,Q \\�o• _-BLOCK 6
Ito � , \ O \ s -\ ___ / r // i I I ' "•\ \. / r
LOT 2 w LOT 3 c., LOT 4 c„ I LOT 5 LOT 24
LOT 13 \ oo�\ s�� \ \ Zi ' �*� BL LOCK 5 �' BLOCK 5 BLOCK 5 �O I I BLOCK 5 �t \_ \ ",
�o \ ., _ \ \ ABLOCK 6` �G \` \�� 3'� °�, 1- AC ��,� 1.01 AC l0,,-' 1.03 AC � i � 1.05 AC w �, "- A- "- "- r- "- "-. - " "- "--- � BLOCK
LOT 9 I \. �-_ ) \
\ \ \s ,,i / o q 1.00 c
LOT 1 / . ` BL6cK 3j
, \. � -.-� ti / L ; �' / y )/ BLOCK 5 / �,I I 20' Private 1.01 AC \ I
ooj-- �� �,,�° 1.16 AC /',hEasemeni_
O LOT 25
_'\--BLOCK 1
9 9 \\LOT 14 �- .0o \\ • ti%is I I / ` 1.00 AC
BLOCK 6 \ C h� LOT 9 j F"o i P HAS E I V ) 1. �I
o^ 1.15 AC Y '�` i' I-- �. LOT 10... LOT 29
c� -- 5 BLOCK 4 . �' I i \ LOT 28 \
`5s4 LOT 15 \ 1.1�.ACi %� BLOCK 3 I BLOCK 1 BLOCK 1 \ -^�, \\
�6, �\�00 -BLOCK 6 � � �� / , , / � �, 1.01 AC I �`� J �� I
1.06 AC 1.09�AC LOT 6-R �
dam• 41.97 120.04 120.04 i 120.0 \ BOO K 1
^� 1.15A\ y = N 90 00 00 W - 402 0 \ \ M ` 2. o C
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LOT 10
N r BLOCK 4 3 \ BLOCK 4
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LOT 31 I
LOT 7 LOT 2 Il q)
o. �\ LOCK 4 LOT 5 I BLOCK 3 \ "
G 1
7 \ LOT 11 �,p \� \ 1.18 AC BLOCK 4 BLOCK 4 �%' 1.09 �C
BLOCK 4 �... .p ` / / 1.34 AC \ (•, `�
� .15`AC �� G�/ / \ > I LOT 32 ✓>
BLOCK 1
SCALE 1 " - 10 0' �� ' /° f BLOCK 3 \
P.O.B. > \
\`� LOT 12 �---' � \._ �..i � ' � �� � � .08 AC
^ BLOCK 4 - \ L / , \\ `'� , \
`- - 1.15 AC
" _ " 1 �/ �. \ 1 a ° / LOT 33
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