HomeMy WebLinkAboutDrawings15 \ �/ , / - ,r/ f i ! ���,�i/ 5 „ i 4` I -T` (�� . r ` / �/ i uy-1 r�J \ �, u iv rsi
20
/ // \/� p , .\ �� / / % �\/III\ �\\ \ o ( 0' PU
304 - h j / 2� .� 141 \ / I F / \ ( I �, �- / 0 18 11
/// // v \ / ✓ ( " zso t 1�7 1� 1(4 1 121
\29� s ck 1 \ _ _
/ / / // ( \\ / �/ . / / / /• /\ .\ / / i (�' // / \ - - - - - � I 0 37 !1 - - � Scale: 1" 200'
30z' / / / / / / �;.\ \ o / i �3 /\ \ j" / r ) sa 3 ✓ - - - I '3 - 3�8 Kenyon Drive Q
3 a.\ / \\� / ��� �� 5 (s 7 / 8 9L (,� 1 ; 11` I o 36 I - ' 0
//� �� ` ��- / lj/� , /'6 1 PUEMUM
300 / \\ / / \ \
/ 0
_1261( lull I 298
298- / rz\ v r l \ i / ✓ /�// %�f%%. / ". l / 1 24 8 g5 A - `�
$;' \• \ \ / �\ 10,3 - 314
PUE I /
\ I I �i
��, �� I /'/� p �/ \ p / ✓ l� Vii:",«�'` ��\ J / 1 )20 ¢9 1 17 1s 15 I - - ✓ - - -- --
.296
��� \ 5 /` �� it �� = �\��/j% . sa 3 / - - /oc 1$ - -
01 v v� q1 I I ���� �a �� \\\�' // \ C / �� t✓ ` I�. bA. G`o11 - 4rea, PUE &� /2 4 - -�7 - - - - 33 University Heights H.O.A. I '
27 I I ' 2 \ i 'J / / /\` / �, ' /// / x0' p �I�I I l owater Detention Foei/ity } \ j 6 / \ 10 7 �' Common Area 4 2.553 Acres
N S -294 - N �, 1 I� VE ' / l/ 81 /// \\ \ ° l/ / /" ,((I ( .I (f5.3 Ac}`es>. \ \ 2 l0.\ 7 8 s I 10,E 12 13 '4 I Lege/7d
c ^ p I ( I ✓'� 8 % FM - - FM Proposed Force Main
5 /( \ \\ -•- -, 1 \ 20 _ 77
P
J -I I- I- -1 l- so so Proposed Storm Drain System
31 - S 4 8211 r E 332.50' / P /
- - O WOO - - ' 1 � 8W Proposed Water Line w/ size
(/ l JJ?9a i(i 1� / \ \ / " �+ I aro � 1z LS/L
a 28 -� _ - -_ --( I } r C / �// `\ I( } (.0 j " 10 / 17 ( 10 PU PUE L _I Phase Line
- - - 12 S/L - - 12 S/L
p / Property Line
� 1 1 / _ _ - �(� � \ / � � � � C) 16 15 14 1,3 1 25 26 27 0 I � Po%ma Rid a Or.
O ?g t /� ' \ I/ � - I\\ '-' / \ \\ �.`('`« �� \ % \ 2 \ (5O'ROW
V ° -� O t Ii / \ s / 11 \ s : 3. S _ - I Los Po%mos Subdivision -tae-- Existing Contour Line
N U \ \\ t q, �' \ 9 / \\ �j/ / \\ ` r j �\ / 9 ( \ �O• \ ( - �) 8.77 Acres y O Proposed Sewer Manhole or Junction Box
s \ / , \ (_/ / ( �/ 12 A (5 - �)_ - -I - %$-A- l- �� F" w vol. 7367 P 053 -b- Proposed Fire Hydrant
7 2 Pu (5• I ' 9 P y
11l 12 II 24 2� 1 20 / / 1 ! II II II II II (PLATTED) / Proposed Storm Drain Inlets
\ 1 1 ,_ ✓ 1( IIS / \�L� \ e i \ �o o l 1 I
13,
0 PUE 20 UE , �-:1 Proposed Culvert
l
1
P
1 '�' C\ i/j0 i \\ Block \ � L� J5 ,\\ I O \ \ 14 \ _ T- -•• � 19 I-JL�LJ�JL�L
I ( 4 10 PUE 6 �� ✓ l 0%Y!' /�% 1 \ E i E
I I I 1 \15
moi. /'� 1 , . \ 16 - _-
% �\y\ \\�.. y�, ./ ��� / 3) i6 5 17 �0 UE PUE 18 I ,�
_8) J )" . - _ 1� 19 20\ 21 22 1 13 14 15 \-1e` 17
i\\ S J 286' i / �\ B l %�A- aom�o�j' Area/� �; _ _ i AC� r l 04, I ( N GENERAL NOTES:
l / / \ \ j <' /� ' (f .1 "Ab sy ✓ 2 Z�. 8 % ', I ( -\ ` - - - - - -� I - - - - - - - - / 1. Proposed Land Use is Single Family Residential.
\�� \ ��.// 1' ( 10 - -,- -1 I - - i 2. Land Use Statistics: 357 Residential Lots to be lotted+existin
41 29t_
( L - A\ r/ \ `-_� .- ,J I y t- - -J 1 30 �8 26 20Tl��UE 23 r 1 1 20 PUE/ r ~-Avg. Size of Non-Sewered Lots = 162 Acres9)\ /`\\\\\,))18 / _ U 27 2524 1 0 9 8 l W �\ Jasper Construction Ltd Avg. of Lots w access to Public Sewer = 0.25Acre
�\ �. i, / \ \� ( - 10 PU o 9 / s
110 PUE1 1- ) E -� �3 r\\� 10 PUE o ' 10 PUE 7 I 10.434 Acres / 3. Public Right -of -Way to be dedicated = 26.18 Ac.
(NOT PLAITED) , Total Un -Platted Lot Area Acreage = 105.26 Ac.
�, 31 s°P f�C) O e i 'a / Total Common Area Acreage = 16.20 Ac.
\ I ,4, 6 \ I \\ \ I i I - - - O9 ---�� , 1
�- - ' - i = 9• - - ` / 4. All Common Areas shall be owned and maintained b the
/ 10 PUE / 1 L Homeowners' Association.
(_ i 10-PUE 1 PUE
' \ \ //�\\ ,�� '' 1 1 \ _` i) 1% _,2l )3 `/ 5 1U PUE 8 `9 1 i32 34 X35 36 37 38 1 1 2 3 ( y r 5. According to the FEMA Flood Insurance Rate Maps for Brazos County,
/_ " 1/ / \ 1 - 1 Texas and Incorporated Areas, Map Numbers 48041 CO305E effective
I I \ -� / / `� v, B/OC 20 \ L - - - - - - - - - - May 16, 2012, is property is not located in a 100 -year flood
/ \ 1. i L-- - - -- ----1 L--- -- - - 1
" . _ hazard area. Floodplain will be determined in accordance with the
S 43ff6 58 W - 3090.15 J _
i City of College Station Stormwater Management Ordinance.
-298- Stormwater detention for this development is provided in the Common
\ \ I \ \\ v ! (� I ��(l -� /��� _ %// / J / / > ( Area upstream of Mulberry Drive.
\ 1 \ s L9 v �IIIII - > f �) \ { ) �) / 1 r / - - 1 / Existing Loke ` �.�NY / 6. ORIGIN OF BEARING SYSTEM: Bearings shown on this plat are based
[, \ i \ 2 ( ti y Z` �/ on Texas State Plane, Central Zone, NAD -83 datum in accordance
\ t / //'t `/ , j N I J J /` -�
Abbate Road --\ ' -z9g o�� r-- / , with City of College Station 1994 GPS Control Monument No. 117.
Northing: 10191794.723
r` = i \1 ` �`� ✓ \\\�y11'� S '�\ ,�\�� 7�// 1 1 i / `� - Grace Stallone Abbate, Individual/y; and ' �� fr Easting: 3559915.379
15 v�J ^I/ NN / ego' Grace Sta//one Abbate and Char/es Anthony Abbate1 _ _ Elevation: 321.$3 (N.G.V.D.)
7. Existing round contours shown on this drawing were
' / � � 9 9 g obtained from
o I / , o i J Co -Trustee of the ,Iim Abbate Testamentary Trustee ''
°' / the Cit of College Station aerial contours mapping program 2005 .
ti N Coked 208.32 Aces / Y 9 PP 9 P 9 ( )
�. , m _�:._ m___ _. _.__ __ _ ___ __ __. �__-_.. _ i -- __ - Water service will be provided b Wellborn Water SupplyCor oration
/ i _ / - _._4..._ __ -� _ _ - __ . p Y_ _ _.__F _.
Ila.. 2370; P� Q ---- 9. Sanitary ;sewer service for Phases 2-9 o be `provided by City of
_ Nl
I i N I ) I _ - 1 ` �e ✓ Q _ _ College Station.
N 10. Electrical Service to be provided by Bryan Texas Utilities (BTU).
( I t� 11. Abbreviations
F --
q) -N (i� /� P.U.E. - Public Utility Easement
H.O.A. Homeowners' Association
2)4,1
LINE
%-ABLE Pr.D.E. -Private Drainage Easement
/ >v 14 �.,-...�- (
�E C t Limits / / tte) / U ( \ LINE BEARING Distance
/ --� / j / Pio d d Se l , L1 S 74'37'49" E 78.88' E 3
( Lon 6 f �\�= " ,
/ _ tial Pg' 29 /� 74 "� i -�\\ \ l L2 S 51'53 51 W 89.38 Street o 0
1 ���4 i,•
e _ - s+den i /l �� v\ L3 S 15'54'07" E 50.67' > V D
Re �, � g0, � �i � �-\\� �,- (70 ROW w/Kura/
l I / dol • _-�=t� 3� 0 O D
�- �'` r �����//�1�`\ \ L4 S 46.28'24" E 33.37' Pvm't Secton)
�- L5 N 55' 10'06" E 38.96' - - - -
I S //0.)],) E 74.11
,' / ( I tV I i) \> ,,\ r \ Y ((` L7 N 59'15'02" E 22.07' 16' P.U.E ( r 50' B.S.L.
1 ��
is Sect,on I I ' _ \�_ - i- I `� J �o �} I J 1 i ^ \\SII: L8 N 17'5433" E 28.62 I - .. _ .. _ 1 I 50' ROW treat
Neigh - =1 L \ I \ L9 ( /Curb &Gutter
Sherwood BlockP9 635 i -,� (� 2 I / I 1\� \ 1 1 \� N 8 35 16 E 20.31 I I ( I - - - - ,
" � w u.i & 27 Aspha/t Pvm t.)
393, ( i �� , ( L10 N 82'0036" E 72.33 ( I I I I
Vol.P , TTED) I ( / I t \ i \\ _/ L11 N 18'45'27" E 34.51
( ; �( _ 1 _ ti III L _'C,. ` \�( L L12 , " I o I I I 1 i a - 20' P_u.E. _N
_ - N 68'5013 W 54.67
7R=
L13 N 6659'24" E 71.47 w c� I `'° .�, '� _ .. _ . w
\\ _ G.
I /R = 6YIl 0�' I / > ``- =�� ( L14 N 84'5809 E 46.07 -' ( I: w �.5 0: y.,
a: vi Qi � I: Bs.L.
Il / L = 47 5 �� al -i L15 S 42'05 43 E 73.36 I I L , w
l / Chd. 270.W 9 } 320• r( ) i L16 S 05' 12'02" W 72.76' I I o I I I a 11 I n= I N i l
/ 4' , l IIL� L _J L -� - 15�2P�'05%(W I I \ ^ 'I I J � L17 S 42'31'48" E 91.38' I I I I "' "'
L18 S 32'59'04" E 70.56' I I I I �'n 11 I
Rock Prairie Rood West 1539 �� \\\� \� \ -�� L19 S 474720" E 68.94'
100' R.O.W. ` \ \ ��✓ L20 S 28'01 04 W 47.10
Vol 353, Pg. 635 s \ / \ \f \\ \// �-, " I ; I I ; i
- -'R/M c� \ �/ \ ,� C L21 S 55 46 20 E 90.71 1 10 - 1 I s' �.5. B.S.L. I (-- 15'
�-"1- �i J L22 S 04'58'59" E 79.43' _ .I .. _
0c� \� \ \ �� I L23 S 37'29'56" W 58.92' L 10_ P_U.E.j L - - - - - -I �- - - J
L24 S 50'41'58" E 56.99' eo 80'
L25 N 70'02'16" E 24.67' T A 10' P.U.E. A20' B.S.L. �r�r
L26 S 56'3454y E 92.87' TYPICAL LOT W A ti tiES TO
/ L27 N 77'0 110 E 126.20. LOTS SERVED BY AN ON SITE n r r r T WIACCESS
r
\ \ \ o // /////% J L28 S 61'19'20" E 71.45 .L� UMC SEf&R iJ 1 �t.J TE�
�O 0p II r// / / i L29 S 11' 15'32" E 42.79' SE'lYA GE' .�'A CILITY (OSSF)
.:� a \//�!(l
(in accordance wlCouaty & State Regulat aus)
</
PRELLVINAR Y PLAN
REAT
OAKS SUBDIVISION
224.534 A CRES
JAMES ERW/N SURVEY, A-119
BRAZOS COUNTY, TEXAS
i
Submitted: FEBRUARY, 20 I3
SCALE- 1 " = 200'
Prepared
3CS R bvbv: 1�
?�
CS Rock Prairie GP, LLC McClure &Browne Engineering/Surveying, Inc. I
1700 Research Pkwy #240 1008 Woodcreek Dr., Suite 103
'ollege Station, Tx 77845 College Station, Texas 77845 I
379-260-7000 (979) 693-3838 I!1 "J
10280002-PP.dwg
� I