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6 EAST Fib
RO (STATE HI
G AY 6
STATE HIGHWAY 6 4 FRO 6 WE rI'IA �, E ROAD _
r -• . _
RIGHT '�OF -WAY
_ (984/818)
j' ( S �WEST FRONTAGE ROAD _ :� _ -_ _ __�p 44-� VV , _ _ _ - - _ ' _ _ _ _ _ 7unu LEN V. MANCUSO C H 6 - �1`0 ELECT ' R CAL .EASEMENT 20' TY 2.x'35 ACRE TRACT
(3596/38) 77
ENT A / , _ _ _ _ . s� • - \ t
- - (1302/330 - -' -- ` - -- N/F 912/610
\ _4 f " _ _- . -_. -- /'•-- , - -. -_ _� -- -- - �;% , -\ tENV. MANCUSO
' /' CALL
--- Y � - .� l i - - _ , _ _ - - - - - - - \\ ` 2. RE TRACT = r!
_
_ 1 h ; O i LOT LR3 \` `• \ \\.- - - _ - - _ _ , _ _ . _ �' / %' ; ' ' X707/211 \
t, 20' U LIL_ i LR2
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1 tf 1 SAS ,330 � % ♦' � � ).: li ^ t � t 'I ' j i .�.. �`` � :\� >;\ ,., ,.' .:" /.. /, j (�
( Y L i 75' BUFFER ZON /' i .i' ' %' / i a:
OT 1 �\• , /
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FLUME l \` i �/ i �� / r I
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,.......: �E 20
CONER
`•• `\ ,.- •%- , - J```am / t � &
t 6l SIDEwAUC / _ •- :,u . ._s,.= ,r ... \ .� 1 / - ..„.• '/ /• / l \ \ .' / EA
11 `b t t 1 .. _ j
_ ( I T - - -- E ��� __ ; , 2 __ ..� �'` \ , + f RESERt /E TRAC�� ! -' i' �/
Q+ L.IC UTILITY & r r L�
3 ¢2 F / T / DRAT i . / .h�� 4 ` :. \ / \ \� \ ``� ` `.. ~I J i' 22.2 Ad ES _ _-- i t
, ' RASE ESMT / `\ i ' J 1 1 / '
I / \ y �T� l ! m/�i.. r ^ i' `\\ \`\ \ ` `\ l \ - i' / / t 1' '� �'l I MAf
r / y��' 1s P. I , . n. (WI DIH v IES,, 1 \ ! I `� `'.�'. \ !, / KENT
20' TYPICAL ! \ \ \ \ I \' I \ I �'
EXIS ING , . ``t" � �'�, , \ i ,3 /� `� \' �',�, l \ f REVIOUSL /YSOUT HAMPTON _ \ r /` i
°o / � l' ° : 9 h OC 64 p it � W �\� C u r wuL E , ar -E `I , ye;� %1 0 ` BLOCK 2 '± `� / \ `\ \ ` \,\ ,\ \� \ \ , _I i p ! ' - r \ - - _.. _ - -•_.. i 8.4
4 ( / / 4. V, 7 �• FLtiQ1E ! I \ \ b 0° `\ r \ \ +` \` ^ \. `\ /' ' PHASES 5� & 7
EwAUC `� ti ♦ 'Sl t��\ \ � 2p
s' SID ' O > ! FH \` \ n i
.�'.'' j • - r S' \ \ .t ' X` ` 1 S / T / ••T - � _ \ +'. -.... '''� j �\ \' ♦ i � j �` % • i •'\ ' , r ! DU B D
5' PU. �8 / �\ r', 6' SIDEWALK , \ \ [} \ \ • \'
1 I E
I o. �\ \�\ \ LO
\3
y d . d l -�. \ 4 I � ! 'S� \\ 8 � ` /' °�' T ♦ �\ 221
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,
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- -
f . Iv 57"6"! BLOCK . -ra � --- - - -- -- _ - - - - -- - �•
-- _-- -\ _` -. - _ •- - • i BLOCK .3 \ /:: O V OT ra... ` - ' ` r ` •`+ \ - �`\ \ i i ,~ _ .__ . 1 i'� \ - -•__._ - - - -_- '� 1 /.• +., � I \
154.18 ; I :'�. 11 ! f 1 BLOCK - ,6+ ( - --
l ' ! ♦ - G • ♦ . �F `` I + /�' ,1 \ \� : ' r / / / _ n 1 +/ ; ` 20' UTI
,J
I ° ! 4 ! 1 M k q. (6 `- 0 � - (� !\ �n i' 3 r q j `� ' ♦ \�\ E ` \ ` 8 `\ ' `�' ` `'� \ � _ -- - - -- V i f /� ' EASEM j 1 1
l , ENT
p BUFFER ' ('1 \ 5' - ., • �+ ^� 1 -- -- -may- ,
00 ZONE cJ rn , i7 I t , % �- ` \ . o \ \ \ o ` \ / - I r I , ,- + /! l /
! o O !T 't t t c��. ! ♦ 5• P.U.E Ic \ ` ' ' _ r----- - - - - -- , 1 t r 1 / ,/' 1 1 r 1 1
r 40'10�5 . a , , , , ni / \ / t\ ` (' \ 6 ___ -- - /t / / 4
_ \ \ , I `1/ G�t'Q" ``\ ` F�, /\ .^ ' . \., ' \ ,- -- / • - -- I - � - - f ' i i .' i. ' f i
I -- - UTIUTY ' ! I 4 / • r ! BLOCK 6 C \ / \ ,/ \ �`� �� i i - - - °- -- , -" , r % / I I i - �'! I i j �t6'' UTILITY + r
1 _ \;``
20+ 1'= � ♦ g �\ \ _ EASEM
C?• i EA�EMENT r / _ I I -- ENT
20 PUBLIC cc�� `L I 1 ,' ( / 1 , 1 \ , , `} \ ,ii ' \` , J �x \` I �� \` / i ` 1 1 _ - ! ! ! ! 1 ,
! D RNNA �3 l (645. 416) ,+� ! ! �9 J , s• SIDEWax y� 1' t ; 17� \ \ ,� ` : % \ • \ ` 10' UT TY t , f I ' NANT / I '1 5
\ i, \ 1 ET PHASE F',(> /
1, EaSEMENr �,j , to_, ; ,t \ , l \ \` i' v \ `\ EASE
P.U.E , L CK 1 r I 1
v a� �, \ , \� , 1 13 {PLAT)
_ � `� . -� \ .� / � , � ` . , i , v , I 1 ' t- �' � �---•- t + �
i 2 \? ' 1 P ` L - i \, \�., ,� \ `\\\ /' ` \O� / C \\\ // �\ t / / 2 ' //� 1 1 EA$EM I - \� P�+� - +- `�' BLOCK 24
L� 7l {{ • . CONCRETE ` NC 1 Efl \ Q \ / / 1 /
O Of1AINAG [J FUME ` O c� \ to r1O �`
o '� I 6 FLUME 'a
BLOC-K 16� 69 1 . % t�, '� G \\
1 4 \
5 P _
.: • - 1 ! y � � ! ` tD(I5T1NG �..1 \ � \ \\ , r -- r ~, O ,�" • �
LOCK 2 - ,
N !(7 U.E CONCRETE ; O� `\ \ \\ ;' r
DRAIM.. r `` n , ` t1 B
_ !N40'10_5 _ _ ..�•0�• , F'� +I \ ` � �1' 5 i /:•• ! /•� , \ r
,
150.21' - ,I - O FIMME \ \ l _ --- - - - - --
t I�!Ai UCKE.i I J s• SIDEWALK , •� ,��'L�. / 3 + 5 , �`ti `\ \� l i } + / _ -_ _ 7' - - - -- ---- L__ - --1 I BLOC
1 , ,I t?i, , 6 � / t , a \ r ` // `. �`� \ \ y `''.7 �' \\ \ ; ` ` f / ! ' y---- - - - -;� - ---- - BLOC K '2q
O PHASE 1
T'Y.Ii 7 rN 4' t i S',�p,9 9 i `\� �' v �i` `\
0 7 G 1 I G 1 's ►N / I + 4 / g �`J t I \ `\ �\ �'' ` \ - i / i"
/ I - i I° q r09' 37: E ` 1 , 2D' P .E �\ L` 0 2} `� ° \�`` `•.\ `� } t\ `:' •. `\ �� \ `\\ / ' ! HARPER'SERRY R41� D ' ' - - ~�'`•
Nan t 940' 10_5 _ _ I I , S r "- -a, ! 6 ` 5 • � > F }' `� !♦ ' k:. ,� .� ` ! i , 2
Phas l � I ! ,� ad��_ -- b' - - \ - ; \`\ 10 PUBUG : ' :/ ; ♦ ��� :�`` ! ? ` ; ' J - - -% 1 VICINITY i MAP
B 8 I , 13 ! rid .p ,,, ' / , ` ` 1 , I }, \ ` `'`` 2: c \ /'
o I Id y I i`�`�i
one ry e / � , 4 20' P.U.E ^ \ &DRAI EASEMENT( f. ♦ \ `� �\ ` \ r - -y`' \ i j / \
+o \ FH \1\
d A-O o I / ' , o ` I+ � , � iM •��''`�' I1 } 10 I' \
1 �6 '5 7 "W f � ` ' •O_ g ! °t31 5 '`�^ �e L gf Jl � C \`\ ✓' ep� ^ - i \\ - KET, 1 ` J UR `` \ ,� / mil 1 1 i I� ' 2 1 `3
_0 10 -/ .ti i - 45 35 95' 1 1 ! �� f ♦ , I�j� 2 �,s 1 n ('+ f ` \�+ `� ` i3 �' ' ! \�; - �'/ 2202/69 (P ` } `< / J ! -
1 ,d l ,`r' S --� ,.\\ 1 ,. ; ; � hj .' , , ! BLOCK 23
1 134.20
_� i 1� ' rg 9 N i ;' i \ ' ♦ i V' �� i ♦ `\ \` \
6 CLA tWj2E'PRIHODA
H ' 2.013 ACRE TRACT 9 \ f` i \ 5 %P.U.E 12 I 'L! i fk"� ' 1I - J P.0 E
z PA LOT ��� -+(�L '� 5 0�. I I I� ,1.
m PHASE TWO I4j^i♦ 1 \ \ 00. 1 ! ! I / 8 ( rte � 1, p i' ' \ \�l / ' i ' 2
Kenai/ 1 98/1 'b 7 { I r `� �, • 0 0 , , • !
ao �\�
PUE
' I BLOCK 4 F\ I 1 \ %� : °y ' \•t !' N pp
Point l L ! �.
I ry\ o h 1 I 1 I %� ' \ �� 5 ..
Phase 2 Z �\, �, I� i 11 I \2,�. I t -� - ?- `` o ,\. r - _
t �, rL / 10 b, to I I . �, \•, w N. t r \ h 4y . . . 10 `'
1567/299 Y � 2 0* , ! , ✓ 19 * \ %T _p ��,\ t'
Zoned A
P .u.E i -� -_ - i
P ' HA,- -7-
�� 1 ';�0 C
_��",Z2_ -- - �• t w cO _ J,\ Cy .ten - ♦ '
I O y ! ' \s , ♦ , / • ``- gyp,
��L 1 �I e e 1 2s' M i+l �o N 5 `�\�'c! .� r F \`Y LOCK 7 �O /O 1D' `� / ! i ♦ /// j,' ^``'``�L�`
P.u:,
4 / ,., vas .- \� `sue \�!
CD 1 2, I I� 3 'rn� ` ! SILK 9�� _/ �y ,`� �', `\ i� 12 / /` EASEME T i 'i 4
LO T yr , = I In' BLOCK 7 �` � t .. ro . \i i ,i y\ .
/ \`� L�
OXC ♦ j
LINE TABLE
\ 16' UTILITY
LINE
LENGTH
BEARING
L1
70.01'
S82'17'59 "E
L2
61.18'
S07'34'03 'VI'
L3
79.55'
N85'32'06 "WI
L4
200.00'
N73'33'42' - w
L-5
73.40'
S42'30'46 "E.
L6
12.06'
N60'34'45 "E
L7
112.45'
N54'55'21 --
L8
35.00'
N49'49' 13 "E.
L9
2.89'
S40 'E:
L10
41.35'
N83 "E
L11
98.98'
N49 "E
112
29.27'
N83'36'S1 WE
100 50 0 100
SCALE IN FEET
LEGEND
290 EXISTING CONTOUR (MAJOR) - ' ° PROPOSED SANITARY SE
EXISTING CONTOUR (MINOR) EXISTING WATERLINE
PLAT BOUNDARY �b PROPOSED WATERLINE
.- F i 1 ROW LINE STORM SEWER UN
.- SAN2� DOLL' O - '��' \ i BLOCK 1 ,s`9p ``, 0 �,� `'� l CON ATE i , !` ' / ♦, ` FLOW OIREC110N
M .O.W..- \ �`� ` ` H WALL
34 PV �/ t
r ' T - 16' UT rry : / ♦ f : 1
X6''3£88 t` EASEMENT
if __59.53' 77.07 77.07 42 t t \, \ �\ ` t'9 \ J UNG
5 � , �' `�� i i' '` i' / �♦
'' 1 �\'.\. 110' \. /
j STORM (01 I 1 ` \ 3 s� ' x > P.U.E.
\ / ♦ ! % �' _
CULVERT( \\ 0 K \ _
r
w __ -- > - _
W /S.ET.S 1 .:__ _ __ ' -__\ _ _ _.- �.--. -;- _ _ \ ~ - l _-- .� 1_ i , i
9 ,111
to I 7 f ` N1 ` � c\ , STORM
I 8 ' 1 61 \ - rte\ , , PIPE
z
LO to s 16' UTIU N 1 N+ -" /% NOTES
I l i + z \ l 1 C11 EASEME
\ ,� I Lill / Z\
+ ~ ISS JEANN HOBSON 1o l / ' w Z, DR
N/R I - \ �� �\ 1 i ` \� ,� ,/ 1 1. THE BEARING SYSTEM SHOWN - HEREON IS REFERRED TO THE NAD -83 TEXAS STATE
FLUME - ,' I \ 7 % \ ;' /
. PLANE COORDINATE SYSTEM LAMBERT PROJECTION CENTRAL ZONE, AND AS MONUMENTED
T � ° .': • , �\ /' ,
Snug Harbor _ \ ' o` ; ) I , , J ^ \�� .\ / i 1 / , ON THE GROUND.
5
Phase 2 1 � �, ,nl 01 U C DRAINA \ /.. \l /f , `
J .\ Z1 EASMENT ti -' ` ZONING DI NG 2. THE PROPOSED BUILDING SETBACK LINE REQUIREMENTS WILL BE IN ACCORDANCE WITH
237 D \\ \\ z D (WID1H VARIES)
Zoned `( `, / ,/ �,,! \ THE UNIFIED DEVELOPMENT ORDINANCE FOR THE R -1 0 S TRICT, EXCEPT WHERE
N IP dA A l �` \�,, PROPOS� , '�' �� Ci vn \\ `\ \ � � - '"•-�� SO `'�•a -\�, I \ 1 , \ \ o ` NOTED IN THE PDD -H ZONING ORDINANCE.
0.17 ACRE N F �' \'\.�°'� �,. ; NANTII`' K T , SAP N \, ``� EASEMENT �\
8 D 0 i 81131111 H 0 �' �- / E S (/ N
�r O�• ./ ; 'G `` \ ! NANTU ET y HAS 6 �' / \� 3. THIS PROPERTY IS CURRENTLY ZONED PLANNED DEVELOPMENT DISTRICT- HOUSING
' um i $ � r \
l \\ w0E - I \ I G Q.P�j✓ \ \ (PDD -H) - SOUTH HAMPTON (52.14 ACRES). THE REMAINDER IS ZONED A -0. R -1,
0.i0•r -;-„ � •: '� , ' - g`` / `\ ' :, 30351323 � `T : ; ��-- ' ,/ SINGLE- FAMILY RESIDENTIAL ZONING IS PROPOSED FOR FAIRHAVEN COVE (1.81 ACRES) AND
M F ale /ii 1°ww ". -` ,``� X ,� -' \, \ \ `\` j , NANTUCKET, PHASE 7 (4.794 ACRES).
tar 2 °` �t� • , �`)\ `` `' `\/' % \
.., \ j 2 + �7 \ 4. THE TOPOGRAPHY SHOWN IS FROM AERIAL MAPPING DEVELOPED IN 1994 FOR THE CITY
as °' ! \ ` / \ OF COLLEGE STATION AND FIELD SURVEY DATA.
enoe
me r SUSH I - -
Lm to ,war � \ j ,
/ ae / � _ \.• �\\ \ \ { 1 �. ' ..- / \' \• \`•.
i t a,� rc� m�a / \ \ \ !
FAl H NC - �, +i - `o ` j BI!OCK 1 `-' •`
' PAT N itulTCEN UBDIV ON - ~' 1 i ``~ 'o� `\ `�' 5. NO PORTION OF THIS TRACT IS WITHIN A SPECIAL FLOOD HAZARD AREA ACCORDING TO
0.188 ACRE TRACT' carvan aem r . � `� � `\ `;, ti � t` � �` THE FLOOD INSURANCE RATE MAP (F.E.M.A.), COMMUNITY PANEL NO. 48041 CO205 -D,
' 387!/274 1.8> ACS l 4 No W, r ( �-- -�• '\ \ \ \ VARIABLE
` \
NIP T°C,;; 6 f ` +: \ % �� \� '. DRAINAGE E SEMENT `` 1\ !/ J , EFFECTIVE DATE 2 - - 2000.
.>r NOT Fi L� .0 ENr un ,as \ \ \ �. / !? \
1 1ase /42 \\ \\ \\ \ r r \ 6. CURVE LENGTHS SHOWN ALONG THE BOUNDARY OR RIGHT -OF -WAY LINES ARE ARC
LOT 9 1 LOT B LENGTHS.
HART30R 1 ``` /b
0.11 A M \\ `\ `\ i �,� { ``\
�w'i H 180
' ` ` ` ` I - j / 7. SUBDIVISION ELECTRICAL SERVICE:
/ �� TRACr LOT 7 LOT 8 N/F /i `�\ `\\ 3 `�� � I; . i : %%� �. A. THE DEVELOPER INSTALLS CONDUIT PER CITY SPECIFICATIONS AND
7 utErrF c awuu r \ \W\ +\ %� !' 1
\ \
DESIGN.
1 .12 - ACRE T CT
\, N/f 1
a► 1093/46B 6B / } \ `� \ `\ j�� ` B. THE DEVELOPER IS RESPONSIBLE FOR PROVIDING 30 FEET OF #4 RIGID
HU a W. i `\ \ ` I �' " C -- \ CONDUIT FOR RISER POLE(S). DEVELOPER INSTALLS FIRST 10 FEET; CITY
01o. wu INSTALLS THE REMAINDER.
\ , \
4752/209 '
\ 16' UTILITY
�� ' i
C. THE DEVELOPER IS RESPONSIBLE FOR POURING THE TRANSFORMER PAD(S)
�,.. 1 e e�.•. -/
-J
\ \ ,.EASEMENT
\`\ \\ \`-
_..� ! /:
PER CITY SPECIFICATIONS AND DESIGN.
- - -- ' - -
,j
, -j , /ty
D. THE DEVELOPER IS RESPONSIBLE FOR INSTALLING CITY- PROVIDED PULL BOXES
` i NANTUCKE
lam -'
PHASE 6B -
, --' t �'' j % ;
AS PER CITY SPEI'IFICATIONS AND DESIGN.
E. THE DEVELOPER WILL PROVIDE A TEMPORARY BLANKET' EASEMENT FOR
i I I 13704/79
LAT) `\ , '\-i '-
'\ % r i }
CONSTRUCTION PURPOSES.
I
1 1
=
a r ;
�
F. THE DEVELOPER IS RESPONSIBLE FOR PROVIDING EASEMENTS 0
NT FOR ELECTRIC
1360.00'
i
126.56'
INFRASTRUCTURE AS INSTALLED FOR ELECTRIC LINES INCLUDING STREET
2
1
C4
573.75'
LIGHTING.
r _
' ' + -- -
(' 1 , I
BLO
1 ,
�' !'� - : �` �`, I
, .. `•\ y \
G. THE DEVELOPER IS RESPONSIBLE FOR INSTALLING
STRE L IGHTS P CITY SPE AND DESIGN.
EET L PER SPE
, , _ -i
� �--
\\� \
25.00'
'
I
26.50'
36.37'
H. DEVELOPER PROVIDES LOAD DATA FOR PROJECT.
~
pj)
y �,•, \
8. ELECTRICAL SERVICE FOR NANTUCKET, PHASE 7 WILL BE PROVIDED BY BRYAN TEXAS
E o
R•
164.95'
S5542'05 "W
S
UTIUTIE (BTU).
Ho
CURVE TABLE
CURVE
LENGTH
RADIUS
DELTA
TANGENT
CHORD
CHORD BEARING
C1
1. 44.63'
2196.79'
3'46'20"
72.34'
144.60'
S05'44'41 "W
C2
39.53'
25.00'
90'36'23"
25.27'
35.54'
N49'09'43 "E
C3
252.40'
1360.00'
10'38'00"
126.56'
252.04'
1 S80'1 S00":_*
C4
573.75'
1370.00'
23'59'42"
291.14'
569.56'
S54'30'37 "E
C5
40.73'
25.00'
93'20'12"
26.50'
36.37'
SO4'09'20 "W
C6
165.15'
970.00'
9'45'19"
82.78'
164.95'
S5542'05 "W
C7
230.97'
1230.00'
10'45'32"
115.82'
230.63'_
N55'1 1'59 "E
C8
15.75'
25.00'
36'06'27"
8.15'
15.50'
S67'52'27 "W
C9
37.78'
25.00'
86'35'14"
23.55'
1 34.29'
N82'09'22 'W
C10
386.25'
617.09'
35'51'46"
199.69'
379.98'
S56'47'38 "E
C11
35.93'
25.00'
8221'21"
21.87'
32.92'
N33'32'50 'W
C12
18.69'
25.00'
42'50'00"
9.81'
18.26'
S29'02'50 'W
C13
148;48'
50.00'
170'08'51"
580.10'
99.63'
N34'36'35 'W
C14
19.86'
25.00'
45'30'44"
10.49'
19.34'
N83'04'22 "E
C15
343.31'
557.09'
35'18'32"
177.30'
337.90'
S56'31'01 "E
C16
38.70'
25.00'
88'40'58"
24.43'
34.95'
S05'28'44 "W
C17
1 24.53'
25.00'
56'13'25"
13.36'
23.56'
N68'1 6'27'V
C18
218.25'
370.00'
33'47'47"
112.40'
215.10'
S66'42'57 'W
C19
43.56'
25.00'
99'50'32"
29.71'
38.26'
S00'06'1 YE
C20
231.13'
370.00'
35'47'29"
119.48'
227.39'
S67'55'1 4"E
C21
33.65'
25.00'
77'07'23"
19.93'
31.17'
S55'37'20 'W
C22
111.99'
425.00'
15'05'52"
56.32'
111.67'
N24'36'35 "E
C23
20.09'
25.00'
46'02'05"
10.62'
19.55'
S09'08'28 'W
C24
241.11'
50.00'
276' 17'24'
44.79'
66.72'
S55'43'53 "E
C25
22.19'
25.00'
50'51'30"
11.89'
21.47'
956_59'04 "E
C26
82.40'
375.00'
12'35'25"
41.37'
82.24'
N25'15'36 "E
C27
40.21'
25.00'
92'09'41"
25.96'
36.02'
N27'06'57 'W
C28
201.40'
430.00'
26'50'07"
102.58'
199.56'
S59'46'44 "E
C29
36.57'
25.00'
83'49' 16"
22.44'
33.40'
N88' 16'1 9"W
C30
21.03'
25.00'
48'11'23"
11.18'
20.41'
S2543'22 'W
C31
241.19'
50.00'
276'22'46"
44.72'
66.67'
S40'10'57 "E
C32
21.03' 1
25.00'
48'11'23"
11.18'
20.41' 1
N73'54'45 "E
C33
253.64'
430.00'
33'47'47"
130.63'
249.98'
S66'42'57 "W
C34
12.36'
25.00'
28'19'01"
6.31'
12.23'
N69'27'20 "E
C35
95.82'
50.00'
109
71.15'
81.82'
N69'48'00 "W
EDGE OF PAVEMENT LINE 0:q FIRE HYDRANT FN - - - - - - PROPERTY LINE
PROPERTY CORNER o SANITARY SEINER MANHC
QQ EXISTING CONCRETE
atJ ` 129 IS ;fMWV R CITY LIMITS ° DRAINAGE FLUME
,.W`- -L' ry - -PRASE _•LINE _ - _ _ _ _ _.- -PRnoD FO Crin!c E
r _ S-- RE
------- • - - - -- - EXISIING PUBUC UTILITY EASEMENT DRAINAGE FLUME
--------- - - - - -- PROPOSED PUBLIC UTILITY EASEMENT =' EXISTING SIDEWALK
- - • - --- - • - EXISTING 'BUFFER ZONE PROPOSED SIDEWALK
EXISTING SANITARY SEWER LINE -` - -`- OVERHEAD ELECTRICAL I
e__O ELECTRICAL POLE & GU
MASTER
PRELIMINARY PLAT
SOUTH HAMPTON SUBDIV.ISIi
PHASES 2,3 & 4
NANTUCKET SUBDIVISION
PHASES 6,6B & 7
FAIRHAVE-N COVE SUBD
65.290 ACRES
STERRETT D. SMITH LEAGUE , A'-210
COLLEGE STATION BRAZOS COUNTY TEXAS
P LA
10
fi:1
N0 00 1 wm
FO RE C O R D , .."3L iF • �j ra �.
SCALE: 1"=100' FEBRUARY, 2004
OWNER /DEVELOPER ENGINEER
Nantucket, Ltd.
1101 University Drive East
Suite 108 T EY* C 0
College Station, TX 77840
SURVEYOR: General Contra(
Ur so , L. Gi Brad Kerr, RPLS No. 4502 Gin 9 s P.E.
Kerr Surveying, LLC 1707 Graham Road
505 Church Street, P.O. Box 269 College Station, Texas
College Station, TX 77841 (979) 690 -7711
(979) 268 -3195
Q:3c) A-M o�k_ss
,
STAW HIGHWAY 6
SH 6 WEST FRONTAGE RO
Lp
LOT LR3
'- 20' i S LR2 H { t .:t1 r
EAS / 08• 11 ' I O� ~.� \
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OT
.WE-21 5 - - - , v \\ �` \ 2
\r 4 X r 1 5 e>.IC unurr &
7. 15' P. .E / / ` \` .� (WIDTH IES.i ♦ 1 `\ '� `\
i 2 20' TYPICA
f ° � gc N R A E"rGE I 4 : '' o BLOCK 2
oD ; ; \
; D FLtj { { `` `\ �$ 4� i F p '� �
R
SIDEWALK `. ♦ 20'
♦ j / 1 e 7 . �\P.U.E 1 EXISTING
eJ' /
' •' j �S'0 \ 8.7 { ' \ i ♦ `\ `���. W SIDEWALK i `\
10' P.U. / / 8' ♦ i \` \�6 STORM \
{
PH. S..
to 3 ► 1 1' { Y '
{ ► ' 2 '
1 ,r
T 40 _ ; " �' x\�'� '� • ri' `, ,
156.33'
r �• , ♦ � I BLOCK 5 0 e
; oog' • °. , , �
6
rte r
FRONTA E ROAD r
_-- �_•__ _� � r r r
- r r RIGHT OF -WAY
•r-- "' - -- - - " .' (9 4/818)
,.,_ ' --- / �^ - ► LEN V. MANCUSO o t
EL -. CAL EASEMENT �5 ACRE TRACT C35
2 EASEME . / . (3596/38) \ 9121610
(1302/33 N/F
,
CULL N V. MANCUSO
2.2 CRE TRACT]
7071211
RESERVETBACT'""
22.2 RES
)US Y SOUT HAMPTON
P ASES 5, & 7
4
E
4 _< LN4616 { 3 ♦`'° ' H `` E 8 \\
r ' BUFFER U
P
N 0f _- ..E
aD i ZONE ?J. +1 �1 1 l ! /1\l ; ♦� 5' P.U.E `\ ' \
P.U. E �i 4 BLO \ Er
1� ��� Gry: ; ` CK 6
1
150.20 �20' LILY
1- 1 ( )
EAS ENT
1 i 645 16 Fy 6• \\ •y�,' & PUBLICJ ,> ; L �K 1 \ \\
1 20' PUBLIC
1 5 1 - 1 i N',, l .� rG'� 01 DRAINAGE
D t 1
c" BLO _K 14 EnsE"Exr 1 _ - ► _ _ ,1 1 Sa �� �ti� EASEMtxr I 1 \
2 15 1
0
D,
2 CONCRETE B
I DRAINAG I OME -• .:•r•.i ; {
- IXIaTiNG
N { 6 FLUME : -:., -� 1 `i 5 P.U.E
O DRAINAGE \ }
r RINE 1
6' SID EW 20' "\ i' 1 �' / 3 ; N
t _ _ IN40'
���
NAhTU Kt I CtC S1
BLO 7
PHASE TWO , 1 ► ! �
Nantuclr t 00 752/119 7 l I N' 10'57"W 1 6
PA t 1 .64' P.U.E
Ph a 1 1 �h♦ sd�, _
I N4010'S - - 11 N i iM 1 4 2D' P.U.E
'
B 73 . 1 ,A 2 r/ H . i
1 150.21 1 ld { � 41 V o0
Rd A-0 ' 1 1 1 1 1 0 1 b/ i I
10' P.U.
,I
E
I . @ 0 .p. , .. . 9
{ 8 -- l r - ae �..yc?��.' 1 DRwNAc
1 159.63 { 1t° Gj ♦ QO !tom ' �3 EASEMU
i o' P.U.E.- I 1 1 In
6 a -
160 i im I 1 � `� C4 ' /' ifl►.
C .01.3 CI ODA t t ^
V. 2.013 {ACRE E PR? CT , 1 �
_ _ N40' 57"W 1
Kensall Oq PAN*TUCKET 9 , 174.6333 { i �.� �`' . 10' '
Point cD P t7ssT LOCK 41 I l � 1 ', \ `s�� Inl
Phase z IN4o'10_ 7'1N -- I t i`r 4
15671299 t - - 15 0.
1 1 5' P.U.E y - s �a
ZonedA-0 _ - - •,N�iea. INC, , ,�°
00 1 10 s ,
8 'ANE _ IN40' -5 , w� 1 I w
- 150.22 1 0 0 0, 1 otr 7 \
r i•- 5 "In 1 ,° �,• ,TIN � 5; ''' ' ' r ,
d ' SIDEWALK \
Ui I M
to 11 1 II ZI l N' S' P.U.E / j :' ' STORM-) INLET
"b - 1 s _5 7,1 __ 8>,A6 - -":� . >: 4 'j' •� 1.
�FH +- `� \ `= BLOCK '1 9
I 27• - 50' R.O.W. J 1 \ �
1 3 6t=Y - _ -�--- -- - - - - -- �s° wEUeoRN 2 \`\
- _ -- ,n 1 i SPECIAL UTILITY\ x
1 - .STORM �'.1 `r I _ DISTRICT
CULVERT , ai 1 i6' P.U.E , ' ATBTLINE 3
r
W /S.ET.•S N I M, \ 4
I I % ! i
\
It1 1 1 cj Ni r�.1 5\ PUBLIC
STORM
9 00 $ ap ! 7 r' 6 i ul � �c� \ �, D EASnd V INf PIPE
to'
N I
` \ \ Z, Z N N A U C K ' � tar
U.E
I ,n \
N/F I Lill I a 2 ' \ CONCRETE \ '.
_ H LLIS J Nq HOBSON r'' �`'-� DRAINAGE ..
RLME
3.15 A TRACT 00 '
Snug Harbo °
Phase 2 16 X42 35 Zi m1 DR C
A AGE ��K. :...: '•i V
' •i v
EAS'E - D z, GE zI EASE 1ENT
Zoned A- N/F ` �� ���- (yADTTi VARIES P .0 E ` S �P'� 10' U TILI
1 141OTH VARIES . \ \\ EASEMENT
0.17 ACRE TRACr 1
8 \�`` t0''P.U.E �t0' TYPICAL) \\ \
ooNiNCNUHO `\\
A tlF rn t e
'
- 2 P =
S
4
10 PUBU U
& DRAI EASEM
13
1i
�
12
13
�z& BLOCK 7,
` RM
INLET 0
\use 19 Ik+�•
s 14
\
16' L
EASE
1
LOT 1D FAl H NC .13 r Is %�, BOCK 1
` `\
* PAT NIOILTCEN FMIAWME M AW � \� \� VARIABLE WI
-
0.,99 Arne 'IRA,CT UBDI ON ���, , \
330 1.81 AC N/ a F„� 6 \ \ `\ DRAINAGE E SEMENT
NOT L�'
nas Arne a „" ° pCw
pp••��,,,,,,�� ; �� Ian- � A 169 /42
LeT N/F HOMN 6 TAT a Q'
PHIL J 1396/9
REN. 94 $ 1R1CT LOT 7 WENS C. BAQiU j t \ \ \'1 3 `\ `\ 1
A lso
i
0' UTILI
:ASEME T
/ i ,4 ,
♦
LINE TABLE
LINE
LENGTH
BEARING
L1
70.01'
S82'17'59 "E
L2
194.97'
N78 °41'59 "W
L3 1
29.94'
N63 °39'17 "W
L4
15.99'
S06 °54'44 "W
L5
24.06'
S60'45'01 "W
L6
16.00'
N28 °50'40 "W
L7
21.00'
S61'13'50 "W
L8
- 14.07'
N43 °36'04 "W
L9
89.32'
N46 °21'03 " E
L10
39.86'
N18 °25'37 "W
L11
72.35'
N18 °26'53 "W
L12
44.17'
N18 °47'35 "W
L13
E86.3r
F N69 °01'06 "E
BLOCK 23
16' U FJ NOTES:
T�
EA SENT r 1. THE BEARING SYSTEM SHOWN HEREON IS REFERRED TO THE NAD -83 TEXAS STATE
` PLANE COORDINATE SYSTEM LAMBERT PROJECTION, CENTRAL ZONE, AND AS MONUMENTED
i
ON THE GROUND.
P0,, 43 0 \` "\ ♦ j ♦ 2. THE PROPOSED BUILDING SETBACK LINE REQUIREMENTS WILL BE IN ACCORDANCE WITH
J THE UNIFIED DEVELOPMENT' ORDINANCE FOR THE R -1 ZONING DISTRICT, EXCEPT WHERE
NOTED IN THE PDD ZONING ORDINANCE FOR SOUTH HAMPTON, PHASES 2, 3 & 4.
\ r
3. SOUTH HAMPTON PHASE 1 (52.14 ACRES) IS CURRENTLY ZONED PLANNED DEVELOPMENT
UTI
4- 16' UTILITY
MENT t ��
NA J TUCKS PHASE 6B
3704179 LAT)
,r° r
BLOCK 1
W
a� � 1
j
1
F
10' UTILRY,
EASEMENT
4
;
NANTUC ET, P ASE F,l
5121313 (LA T)
I
�1 1 3 i 2 1 16' lJil ` O
BLOCK 25
HARPER'S E
X(jI
'
3
1
r
2
2
DISTRICT- HOUSING (PDD -H). FAIRHAVEN COVE (1.81 ACRES) AND NANTUCKET, PHASE 7
(4.794 ACRES) ARE ZONED R -1 SINGLE- FAMILY RESIDENTIAL.
4. THE TOPOGRAPHY SHO'NN iS FROM AERIAL MAPPING DEVELOPED IN 1994 FOR THE CITY
e OF COLLEGE STATION ANO FIELD SURVEY DATA.
t
5. NO PORTION OF THIS TRACT IS WITHIN A SPECIAL FLOOD HAZARD AREA ACCORDING TO
CI THE FLOOD INSURANCE RATE MAP (F.E.M.A.), COMMUNITY PANEL NO. 48041 CO205 -D,
OG� EFFECTIVE DATE 2 -9 -2000.
, 6. CURVE LENGTHS SHOWN ALONG THE BOUNDARY OR RIGHT -OF -WAY LINES ARE ARC
LENGTHS.
r 7. WATER SERVICE FOR NANTUCKET, PHASE 7 WILL BE PROVIDED BY WELLBORN SPECIAL
UTILITY DISTRICT (SUD), AND iT WILL BE DESIGNED TO CITY OF COLLEGE STATION
STANDARDS.
8. ELECTRICAL SERVICE FOR NANTUCKET, PHASE 7 WILL BE PROVIDED BY BRYAN TEXAS
\\ \ UTILITIES (BTU), AND IT WILL BE DESIGNED TO CITY OF COLLEGE STATION STANDARDS.
\ 9. THE EXISTING 20' UTILITY EASEMENT (645/416) IS PROPOSED TO BE ABANDONED AND
\ \\ THE EXISTING OVERHEAD ELECTRICAL LINE REMOVED PRIOR TO FINAL PLATTING OF SOUTH
HAMPTON PHASE 2.
10. THE PLATTED EASEMENT ASSOCIATED WITH NANTUCKET PHASE 2, BLOCK 14, LOTS 1
J AND 2, IS PROPOSED TO BE ABANDONED.
11. STORM WATER DETENTION FOR THIS DEVELOPMENT IS PROVIDED BY NANTUCKET LAKE.
12. BUILDING SETBACKS WILL BE THE STANDARD R -1 ZONING DISTANCE SETBACKS, EXCEPT
FOR LOTS WHICH BACK UP TO NANTUCKET DRIVE. THESE LOTS WILL HAVE A REAR SETBACK
OF 50' (10' FROM THE BUFFER STRIP). FENCING FOR EACH OF THESE LOTS IS
RESTRICTED TO THE HOME SIDE OF THE BUFFER STRIP. BUFFER STRIPS SHALL BE LEFT IN
THEIR NATURAL STATE, AND ADDITIONAL PLANTINGS ARE ENCOURAGED.
13. LOTS WHICH HAVE A DRAINAGE EASEMENT ALONG THE REAR OF THE LOT WILL HAVE A
SETBACK OF 10' GREATER THAN THE DRAINAGE EASEMENT. THE REAR SETBACK SHALL NOT
BE LESS THAN REQUIRED BY THE R -1 ZONING DISTRICT.
14. THE LANDSCAPE RESERVES WILL BE OWNED AND MAINTAINED BY THE HOME OWNERS'
ASSOCIATION. THESE AREAS ARE FOR SUBDIVISION SIGNAGE AND LANDSCAPING ONLY.
15. THE PROPOSED 3" WELLBORN SUD WATERLINE IS OF SUFFICIENT SIZE TO SERVE THE 9
LOTS IN NANTUCKET, PHASE 7 SINCE THE FIRE HYDRANT FLOW WiLL BE PROVIDED BY A
CITY OF COLLEGE STATION WATERLINE. A SPECIAL DESIGN REQUEST FOR THIS LINE WILL BE
MADE TO THE CITY ENGINEER.
LINE T ABLE
LINE
LENGTH
BEARING
L14
7.80'
N11 °12'46 "W
L15
18.56'
N 12' 10'42 " W
L16
52.87'
N24°48'08 "W
L17
12.0
N60 °34'45 "E
L18
112.
N54°55'21 "E
L19
35.00'
N49 °49'1 3 "E
120
127.
N89 '45'04 "E
121
54.27'
S38 °51'45 "E
L22
4.96'
SO4° 16'1 7"W
L23
5.00'
N04'1 1'02 "E
L24
45.48'
N83'36'51 "E
L25
8.9
S40 °0944 "
L26
28.71'
N83 °36'51 "E
6
EXISTING CONTOUR (MAJOR) ' ° PROPOSED SANITARY SE
,h. EXISTING WATERLINE
CURVE TABLE
CURVE
LENGTH
RADIUS
DELTA
TANGENT
CHORD
CHORD BEARING
C7
230.97'
1230.00'
10 °45'32"
115.82'
230.63'
N55° 11'59 "E
C8
15.75'
25.00'
36 °06'27"
8.15'
15.50'
S67 °5227 "W
C9
37.78'
25.00'
86 °35' 14"
23.55'
34.2
N 82 °09'22 "W
C10
386.25'
617.09'
35 °51'46"
199.69'
379.98'
S56 °47 '38 "E
C11
35.93'
25.00'
82 °21'21"
21.87'
32.92'
N33 °32'50 "W
C12
23.48'
25.00'
53 °48'46"
12.69'
22.6
S28 °4743 "W
C13
157.14'
50.00'
180 °03'59"
INFINITE'
100.00'
N3 9'5 "W
C14
22.29'
25.00'
51 °04'48"
11.95'
21.56'
N81 °10'30 "E
C15
340.70'
567.09'
34 °25'21"
175.67'
335.60'
S56 °0 4'25 "E
C16
38.69'
25.00'
88 °40'48"
24.43'
34.95'
S05 °28'39 "W
C17
36.54'
25.00'
83 °45'08"
22.41'
33.38'
N88 °18'23 "W
C18
198.69'
425.00'
26 °47'08"
101.19'
196.88'
S59 °49'23 "E
C19
39.86'
25.00'
91 °21'43"
25.60'
35.77'
N27 °32'06 "W
C20
87.76'
375.00'
13 °24'33"
44.08'
87.5
1\124°51'02 "
C21
22.19'
25.00'
50 °51'30"
11.89'
21.47'
N56 °59'04 "E
C22
241.11'
50.00'
276 °17'24"
44.79'
66.72'
S5943'53 "E
C23
20.09'
25.00'
46 °02'05"
10.62'
19.55'
S09 °08'28 "W
C24
116.83'
425.00'
15 °45'00"
58.78'
116.46'
N24° 17'01 "E
C25
33.94'
25.00'
77 °46'31 "
20.16'
31.39'
S55° 17'46 "W
C26
246.03'
375.00'
37 °35'25"
127.62'
241.64'
S67 °01' 16 "E
C27
42.78'
25.00'
98 °02'36"
28.78'
37.75'
S00 °4745 "W
C28
224.15'
380.00
33 °4747
115.44
220.9
S66 ° 42'57 "W
C29
24.53'
25.00'
56 °1325"
13.36'
23.56'
N68 °16'2
C30
102.13'
50.00'
117 °01'57"
81.64'
85.28'
N73 °24'48 "W
C31
15.51'
25.00'
35 °32'38"
8.01'
15.26'
N65 °50'32 "E
C32
253.64'
430.00'
33 °47'47"
130.63'
1 249.98'
L S66 °42'57 "W
C33
39.85'
25.00'
25.58'
j 35.76'
S84 °31'21 "E
C34
38.77'
25.00'
1 91*19'12"
88 °50'43"
24.50'
35.00'
S05 °33'37 "W
NOTE: CURVE SEGMENTS C1 THRU C6 HAVE BEEN OMITTED.
100 50 0 10C
SCALE IN FEET
1
1
1
U n UTY
EASEMENT 1
5 11
t
1
I
1
LOCK 24 i
CtD & L
EAS
/
/ KENN
/ MAR
� 8.4 Al
/
i DEER
/ SUBDI%
/ LOT
/
221/
----------- - - - - -- - - - -- % /
t i t
/
i„ /
20' U11 t /
EASEME /
4
!
J 3 i
BLOCK 24 ;
!
VICINITY MAP
LEGEND
EXISTING CONTOUR (MINOR)
PROPOSED WATERLINE
PLAT BOUNDARY
STORM SEWER LINE
ROW LINE
FLOW DIRECTION
EDGE OF PAVEMENT LINE
a
FH
FIRE HYDRANT
- - - - - - PROPERTY LINE
o
SANITARY SEWER MANH(
Q PROPERTY CORNER
EXISTING CONCRETE
T3r98a1f�R�ir3E1T��C��81T1 CITY LIMITS'
DRAINAGE FLUME
IMEW MEMO PHASE LINE
PROPOSED CONCRETE
--------- - - - - -- EXISTING PUBLIC UTILITY EASEMENT
FLUME
--------- - - - - -- PROPOSED PUBLIC UTILITY EASEMENT
s2 si-SUR:::•'•
`
EXISTING SIDEWALK
SIDEWALK
- - • - - • - - - EXISTING BUFFER ZONE
-s-e a-a -- EXISTING SANITARY SEWER LINE
-` --
OVERHEAD ELECTRICAL
E--0
ELECTRICAL POLE & GI
PR PLA
SOUTH HAMPTON SUBDIVIS1.
PHASES 2,3 & 4
NANTUCKET SUBDIVISION\
PHASE 7
REPLAT of NANTUCKET, PHA
BLOCK 14, LOTS 1 & 2
56.952 ACRES
STERRETT D. SMITH LEAGUE , A -210
COLLEGE STATION, BRAZOS COUNTY, TEXAS
SCALE: 1"=100' FEBRUARY, 2004
REVISED APRIL,
OWNER /DEVELOPER: REVISED JUNE, 2
Nantucket, Ltd.
1101 University Drive East, Suite 108
College Station, TX 77840
F I L E C O F
OWNER APPLICANT: °
/ ENGINEER.
Clarence H. Prihoda
14181 F.M. 2154 TEX CC
College Station, TX 77845
SURVEYOR: General Contra
Brad Kerr, RPLS No. 4502 Ginger L. Urso, P.E.
Kerr Surveying, LLC
505 Church Street, P.O. Box 269 1707 Graham Road
College Station, TX 77841 College Station, Texa:
(979) 268 -3195 (979) 690 -7711