HomeMy WebLinkAboutDrawings6918, OPg. 231
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516°9 0
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101
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\ \ / 1 R -i 'Con.a7-44-L
I - \ "'M
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/ \ / / If 13• f/ / ;, S 51 10 16 E 158 30'' <,•<,,< I
/ / ' X562 F _-U3.9. 24.4' \ I
l
to I \�
•26' k-to
23461'
1A, 9.6' o I
\• 2 N I
Y)
Dumpster 102.
0.8' \ (1 - 8 Yrd.) h 11.99' 3 N
6.2 \ cfl 98 : \ ao IqI
\ c Bridgewood Subdivision, Phase 1 __�
107.` Detention Facilities VICINIT Y MAP
/ � / �- ___.-_ ------ ►► E 355. w '�. c6' N. 'r `� .y. � � \
iNa! �tJ% 5 20 a' O r� N r V 24.87' o \
park S� 2° N 2 ! 1
Fit O C k , 1 0 11 0 I I \ ' GENERAL NOTES:
jCtm �• N 40) .G o Z6o / / 3 1 R� .. �/ , - \15.14' 4 1 �. 8 N �' \ 1: ZONING: PDD _
H►iU (S W Varies26 I 8 �\ f 11 O I I Refer to Ordinance 2013-3512 & Revised Concept Plan Project 13-238)
o i 9.3.
/ / - R•O' 9 - 260 o `�• 3.36' w � 17a N \ I 2. Proposed Development Type: Townhomes P 1
- n
44Z•$ N!7 �� 3 28.0' 28.0' 22.1' 22.1' 34.T Future Bridgewood Subdivision, Phase 1
�8_ ' �_ 1 ,yam 9 Proposed Number of Lots: 78 Lots
9_ - 9. •r 5.6 d , o c� 2 /�vJ - 4�s 4s 35'37" E - 144.14 G 10a.2' �, BCS Development Co. Minimum Required AverageLot Size: 2,000 SF _
4 r r. . ,r Public _, I _ -- --
/ 5 - _ _ Alley o� . - _
l _ _ __ _ _ _ _ � � , �•� __ - � .., _ 5 _ ,. �'. 2 917 SF
/ _ _ -. 1 ,.�-' .,.M ,. ,.; 3 / " VolVo% 6984 F . 42 � ____ . Firo osed Average Lot :Siz ,
s S 46 35 3 - �-�g
4 1 CW 7 E 149.97 24 R.O.W. 8 \ `-i2
_ J -$ 63.0. 1 ,� •, D Minimum Required Lot Size: 2,000 SF
I
' cio 6S _ . __ . J J Zed. PD q
5.19 22.4' 2s.o' 2s.o 20.0' 20.0 35.5 = Vt - Proposed Minimum Lot Size. 2 009 SF
J
- -_-_ ---- --_... --� J 213.41 25• , £. o 2 0 5 �� ,�• �- A, _ � P ,
�_ --`." - -- •----- __-� . 1 " !� I - '� zl,-'�"� l �, \ O \ t v . 2O fJ / „ w Z k ay.'` :.. k C G� � y: /
---, -- � 4J '¢2 � n �� 3 � � 1 � 05 �W • $ �k -- � , � � � �;•< " ...- - - • . 2 N 51.10'16 w - 64.80 54SD / TI \ Maximum Allowable Density: 14.0 Units Acre '
54SD / Lot Density does not include Block 11 Lot 1 8.9 Units Acre
_ / S 1 V 6o g�'� N 68 066 3r 54S 54SD 54SD --- / y ( ): /
lO o 2 3°58<s , 'n °': ry� 5 '1 '1s" - s •6 ' coo V ✓ 4. The building setback requirements are established by the City of College
1
\R _ I Station Unified Development Ordinance.
.... 3 Ext. 20' P.u.E. Ez 26.0 egg$ `,�+ �2 ' $ i 5. Right-of-way acreage: ±2.95 Ac.
/ • %� Vol. 6918, Pg. 231 ..^` • �/ d 5 �\� +y r / x 3 1 2 3 G •4 0 5 _ 8 o o �? N c i 6. Parkland DedicatlOn:g Fee in lieu of land. -
/ 6 �w
\ L Lr 2 sCJ.,y L s/,ter fz ,'� s „� O NI 1 Parkland
_-- ` 5 A {;r rc 10.2' `� 7. Sidewalks: Sidewalks are not shown for clarity, but shall be installed in
134. 8 -- \ y 35. lic e Co I a
i , E `� N Ub W. I M o I accordance with the current Unified Development Ordinance, Section 12-8.3,
53'15 41 I , ��'.; P , R.o y ��.:, Tr z ] a I
L 1 2� y I t, r Bl oelf 5 101 s' o ( K. Sidewalks: Sidewalks shall be on both sides of all street except around
S J
_ /' � _.--_-= / S +r � Q•
- � � ----- -""' ) ,#zw2q• o; 27.2' { � �.. ,., ��; '� f� f $ �- • • - - .� • • _ . , o I 2 I �O � ` the bulb of cul-de-sacs.
„c121035s '� I N N I I I
I
/ --f I / ✓ 54 .Q N -4s' n 8. According to the Flood Insurance Rate Maps for Brazos County, Texas and
l �, 44 M 35.5' 2s.o" 26.0' 20.0' 20.0' 2ss'= - .ry n cn corporated Areas, Map Numbers 48041 CO325 E, effective May 16, 2012,
( 54SD 54SD N 46'35'37" W - 277.14'--548.6--- G a o 101.6'
o 54SD o , I : 3 N this property is not located in a 100 -year flood hazard area.
I
d O I I I \ 9. ORIGIN OF BEARING SYSTEM: The origin of bearing for this tract is based on
Aurora Lone O z N g g
F 50' R.O.W. w 1016' o Z I I I the Texas State Coordinate System, Central Zone (NAD83) as. determined
50'x25' C.A.E. \ / I - - "
- _N 46.35'37" W - tgg,48�_ - � � � �; o I ,¢ � �N � � ( from the position of found TxDOT Concrete Monuments with brass disks
\ \ r ci ^h 24.0' 2s.o' 2s.o' 2a.o' G�- e q N � \ I I along the northeast line of State Highway No. 40.
2s o' 20 5' `� M8 N 46'35'37 W 193,14• $ 10. Existing ground contours are based on Cit of College Station Aerial Mapping
U 20.5' 25.5' m g �C
i' 26.0' 26.0' 26.0' 2s.o' 20.5' 20.5' 18.6' o m o 1 101.6' '� I I Program (2011). y P 9
9 P
N m \ I I I 11. Common Areas, Open Areas and Landscape Easements shall be owned &
� / ,� s,. rf. Q� � k� - 3� �,' O I maintained by Homeowners Association.
\ \ Emergency Vehicle Acoess �' 0 0 b 0 1 I 1 I I I =� `r ;� 10 •s �? „ / I I I 12. All Open and Common Areas shall be Public Utility and Private Drainage
Proposed Grasspave2 1 2 �; 3 ¢ 5 a o 0 3 �, W - o �N w_ Easements, unless noted otherwise.
and Gate w/Knox Box. rn rn rn rn ais 067 Co 8 O o o I I N
7\ I rn / rn rn ; 3 r7 1 ao 2 ai �3 •¢ .o .o b 0 I \ I P \ �I 13. Abbreviations:
E zi �O •. l \ I I �: /I Q o I � o 5 6� 7� W ;� 10 s' N \ I I I C.A.E. -Common Access Easement
o / / 1 Cq
25' P.D.E. i - - J_JIOCCl / - -- -I Cc,\ �� .. 8 I N 1 , I �n P.A.E. -Public Access Easement
/ Blael�1 `� - _ . I N I I P U.E. -Public Utility Easement
p \ \ ° z 3 J N rn 101.6'
^' ° °D _/ Z Block 4 - - 1 1 °i I P D.E. -Public Drainage Easement
4i
C9k, \ l to M 44.8' 26.D'28.0 20.5' 20.5' 25.5' / ` M N H.O.A. - Homeowners Association
I o S9 qw' °.• Dumpters
N. o S� -- --- -- --------- --- �� o, 25.5' 26.0' 2s.o' 2a.o' 26.0' 20.5' 20.5' 36.T yz 8 (2 - 8 Yrd.) I I I 14. The proposed Townhome Parking Requirements for this plan will be to provide
'tc,i .t `Pub/ic Alley s 4x'35'37" E - 219.33'1 Sg G
3 % °•o N ° / i g S9 S9 1-- • . - .. - . 27 wide back -of -curb to book -of -curb street and allow parking on one
om e 24'Ro.w. i Dumpsters S9 -s 4635'37" E - 213.23' -S9 -ti Gti� I Ide of the street only. The Townhome Parking Requirements as required by
I ( ) P 9
' l S 46'35 37 E 488 02' (2 - 8 Yrd.) Pub/ic Alley S9 c 6 S 46'35'3Tr- -"-5.66'- /
53.1'\ 26.0' 26.0' ' 26.0' 26.0' 20.5' 20.5' 35.5 34,5 \35.5' �� / I I Section 12-8.3.W of the Unified Development Ordinance will be achieved by
24' R.O. {t! - v - - Lu � ¢--- 6S
o 6S --____ 6S / I parking removal with platting.
/ CO I / 26.0' 26.0' 26.0' 26.0' 20.5' 20.5' 39.4'
Variable Width Public / o+ ' h S 46'35'37" E - 90.90' 6S -
N i G 6S I 15. Each lot shall provide a minimum of two (2) trees of at least two orches
2 Drainage Easement / W - - . / o _ _ S 41'1 6
/ I 1 / / ( \o' o 1 , / BIOcI�- �� r o0 1 43.1' 26.1 21.T 5'56" E .132.89' ao ( _ S L' (2y) in caliper or one 1 tree of four inch 4" caliper per Ordinance No.
0
/ p m I 8 o o I °r \ Block \. 4.4, 26.0' 20.5' 0.5 N O� S 3222. // P P
266 P ( ) l )
/ V) -0 0 0 0 I k 1 ( - ' -' - 2 �•s' ►; 16. The legal documentation establishing the H.O.A. will be submitted prior to the
8 °' ,5 °' ¢ rn 3� 2°�' 1 'W ` r,; WI o co 0 0, o 0 o I r'� I I filing Of the Final Plat.
1 - / N 8 7°° 8� 5� \ I
15' P.U.E. I I� I 4 3 2 17. This property lies within the Spring Creek Sanitary Sewer Impact Fee Area.
50'x25' C.A.E. / d N m rn rn rn r 1 "o`
\ I I / 5' P.A.E. N �� 15' P.U.E. 1 �n I 18. Unless noted otherwise, the following public utility easements shall be
15' P.U.E. / 6• ----------- , '. N \ 0 2•;t i<
3 0 I I I 'rovided for each lot:
5' P.A.E. _ ._ _ -'e - _ - - po...'1-71-
- - - _ z 's 0 4 5 io o ' �► /
' a m °° P ,
- - - �, - 1 ( - - - - o 0 8� A. 5 Public Utility Easement shall be provided along the rear of all lots.
6S �'S - 6S - 6S- - 6S v 19.6' 26.0' 26.0' 26.0'- 20.5' 20.5 z - 8.23' - -1 --1 0 %o q ' y P 9
S - - - 2s.o' •35.5'- 8 n / I B. 5 Public Utility Easement shall be provided along the, front of all lots.
1 - I I I
- - - - - -- 6S 6S 6S �-- 6 - • - mm -` x , „ t y - 34.5 z . -35.5 26.0' s.o' 2s.o' 1.4' �0 19. Possible Relevant Easements as per Title Report GF No. 28265.
- 6s 6S 6S - - - - ' - s N 48 49 18 W - . 2s.o' 20.5'-12.3' 22x3' Gti - _ �OG' 't o exact
_..
2
-- ---rt===-=_=_-____-__-___--
6 ,•_• . - . - .- • - - • - � � ,. __ _ - s Blanket Easement, 35 30 with n
---------------�----------- -- ----- N 46'35'3
-----------------
;.,:.:: I - 593. ____________________________--------------------- ----
_ ..,.� . 58 57 W ----------------------------- 120.71 ----------- ------=____________-
- N 50 ----------- I __________________ - -
7"
nt 0 P 1
I N� 406.91':., � ,���, :,,- � ., , ,
---------------- / _ 2064'. 2 I J
98.40'
---------- c: I I with o exact
._ o
------------____________________________ `- •..... Texas s Blanket Easement, 47 g ,
Bryan Texas Utilities g.
�C1 � ..� , s.o'• -2s.o� � h
' / \--------------_--_ "'_,�-��-.. `26.0'- gi B
I V• cation described.
-- • , '26.0'- • • 0.5' I
=-------- ------ ( / I Bryan
exa U I, e B P .267 w' n
ti 'ti nt 9
oc described
Future W S. Philips Porlwoy _ ________ _ _ ___�__ -� 422 ° 5' 35.5' 0) I I 20. ownhomes with access to a public alley shall only have driveway access via
- � - - � ..•-x. - % �__________________________�------------------_____________________�-______________-=___________ -_____________________________ _________________------------ --18� 85 "��;; > � �..�. ,:. � . �1'e alley.
R.O.W. Var/esHCS Development Co. \ _ _ _ me nits all face a blit o have Vol. 6984 P . 42 _ X � ;- -----------------------
21. �ownho units sh fa the public street t which the h e fronto e.
�- -uta--9--i2t �E DJ= _ QE--OE�-9E _O€ (fiE-OE ' \ \ Future W. S. Phi/h s Porr�wo _________ - 22. he dumpster pad and enclosure areas shall meet the College Station Site
-�- \ p y QCT `_______-__� esign Standards including for interior clearance and enclosures facing a
- R.O.W. %e ��¢'D�� Development Co. _ __ _ 23. Construction, including solid fences, shall not impede, constrict or block the
_
1 p
\\ I I I
` ____-_ flow' of twaterr'inh a public drainage v easement.
shall i
- - / --
- - _ - -
--T`-
D 0 D D 0 0 D ;
LINE TABLE
LINE
BEARING
DISTANCE
Lt
S 51'24'07" E
11.84'
L2
S 1.11'24" E
61.80'
L3
S 41'15'56" E
72.23-
L4
N 46'22' 10" E
52.36'
L5
N 38'49'44" E
10.13'
L6
N 46'22'10" E
49.06'
L7
N 38'49'44" E
16.45-
L8
N 47'28'38" E
34.95'
CURVE TABLE
CURVE TABLE
CURVE
CURVE
DELTA
RADIUS
LENGTH
CHORD BRG.
C1
5'38'53"
1524.78'
150.31'
N 43'48'58" W
C2
11'58'37"
968.50'
202.45'
S 34'33'20" W
C3
88'28'24"
30.00'
46.32'
S 84'46'51" W
C4
4.48'14"
1031.50'
86.48'
N 30'51'37" E
C5
79'51'21"
25.00'
34.84'
S 6'39'56" E
C6
28'10'43"
18.00'
8.85'
N 57'29'45" E
C7
111'43' 11 "
18.00'
35.10'
N 1Z27'1 2- W
C8
28'10'43"
18.00'
8.85'
S 29.19'01" W
C9
68'16'49"
38.00'
45.29'
S 7T32'41" W
C10
79'18'39"
10.00'
13.84'
N 6'56'18" W
C11
6'06'42"
500.00'
53.33'
N 35'46'23" E
C12
94'34'38"
25.00'
41.27'
N 86'07'02" E
C13
8TO8'16"
30.00'
45.63'
N 3'01'29" W
C14
1'48'40"
1031.50'
32.60'
N 39'38'19" E
C15
94'40'23"
25.00'
41.31'
S 86'04'11" W
C16
89'59'56"
10.00'
15.71'
N 1'35'39" W
C17
89'59'56"
10.00'
15.71'
N 88'24'21" E
C18
89'59'58"
10.00'
15.71'
S 88'24'25" W
C19
90'00'02"
10.00'
15.71'
S 1'35'40" E
C20
85'25'21"
25.00'
37.27'
N 3'52'57" W
CURVE TABLE
18SD
CURVE
DELTA
RADIUS
LENGTH
CHORD BRG.
C21
94'34'33"
10.00'
16.51'
N 86'07'04" E
C22
85'25'21"
10.00'
14.91'
N 3'52'57" W
C23
88'09.14"
25.00'
38.46'
S 89'33'13" E
C25
94'34'39"
10.00'
16.51 •
S 86'07'03" W
C26
85'25'17"
10.00'
14.91'
S 3'52'58" E
C27
94'34'39"
25.00'
41.27'
N 86'07'03" E
C28
1'33'47"
550.00'
15.00•
N 38'02.50" E
C29
91'33'45"
10.00'
15.98'
S 83'02'49" W
C30
90'00'00"
10.00'
15.71'
N 6'10'16" W
C31
90'00'00"
10.00'
15.71'
N 83'49'44" E
C32
83'55'24"
10.00'
14.65•
S 9'12'32" E
C33
7'21'37"
550.00'
70.65'
N 29'04'21" E
C34
5T00'33"
25.00'
24.87'
S 53'53'49" W
C35
30'36'37"
50.00'
25.71'
N 67'05'47" E
C36
15T59'47"
50.00'
137.88'
N 53'07'52" W
C37
4'06.45"
500.00'
35.89'
N 25'22'18" E
C38
105'58'43"
1 10.00'
18.50'
N 80'25'02" E
Legend
18SD
1 8S Storm Drain S stem
-8S-8S- -Sewer
Line w7approx. size
8W
8W Water Line w/approx: size
8S -
Ex. Sewer Line w/approx. size
8W-
Ex. Water Line w/approx. size
Boundary Line
PLAN
Existing Contour Line (2' Interval)
•
Sewer Manhole
�03
Fire Hydrant
Storm Drain Inlet
❑
Storm Drain Inlet
Common Area
- ARRON CROSSING
i'
I I
R
V7SED PRELIMINARY
PLAN
- ARRON CROSSING
i'
Phases 1 &
13. 404 A CRSS II
out of the
SOB
R T . STEVENSON SURVEY, A-54
'
COLLEGE
STATION, BRAZOS COUNTY, TEXAS
i
June 16, 2014
Revised. • Ju/y 17, 2014
SCALE- 1 " 60'
i
Owner:
BCS Develo
4090 Stater
College Station,
(979) 690
Engineer:
ment Co. McClure & Browne Engineering/Surveying, Inc.
Highway 6 South 1008 Woodcreek Dr., Suite 103
Texas 77845 College Station, Texas 77845
1222 (979) 693-3838 LI
Firm Reg. No. F-458
' I�✓�
g 14
10530027 -PP
u
i
/r
Zzz
\ / (/ / / _� .�g � °�°� �{• �'P ill
Ext. 20' P.U.E.
Vol. 6918, Pg. 231 aFP vt�
�o°°
E . 830 15_.. .
/ � „�.,, � 24.4' \ `�
_� � \ � // G �� rz"rs'✓..rF'&rsy f` �� �I_.: i a.:' 2 , I
112. / I I
zt .., 0'
"i
«£ C36 ?R, 9.6' co' / I
DumpsterN � I '
8 Yrd.) JT
102.1' o I
�ff/
98.0 a4
_ �c? r rr `` Bridgewood Subdivision, Phase 1 VICINI
Y
�6 r7 8 \ ag 107 c V 0m 9 Detention Facilities MA
¢ �5\ r �r� u 5 O
parkway 68�Zp5 2 N o,� o 24.67' \\
/ 02 , N 112,GENERAL NOTES:
tilt o / I I
�. 44) � Z6° / ` �r> *�• _ B1� \15.14 �F 3 "+. N `^; � 1. ZONING. PDD
/ J > ��iaM (S'N Verjes 6'0 / ; \ I (Refer to Ordinance 2013-3512 &Revised Concept Plan Project 13-238)
- _ -- R,O•W' / , 6� 2 'r`n 8 .� a� i 9.3' 3.36' �, No , 1,� g' �o I
- _ 7 w1 7:% 7 N \ 2. Proposed Development Type: Townhomes
�� 3 28.0' 28.0' 22.1' 22.1' 34.7
, q�► �,� 81id ewood Subdivision, Phase / _ roposed Number of Lots: 78 Lots
/ -_ 9 5 I I inimum Required Average Lot Size: 2,000 SF
I�/ 23 --5.8' o i o 26' p�W 44S 46'35'37" E - 144.14 G J 108.2' 1n 9 c roposed Average Lot Size: 2,917 SFS
Pub/ic A//e I o� N poi f'9
/ _ - 12 ,� r N 3y5 / y
¢ S 46'35'37" E - 149.97 24' R.O.W.
3-3-9 \ iS 63.0 it.. \ 1 in / r 1�W 8 ' \ Zoned. PDD
J / - O , y / y
-� 8 r g� c, 6S _ - - I- _ inimum Required Lot Size: 2,000 SF
0 �y qW 66 41' 22.4' 26.0' 26.0' 20.0' 20. / p
6 Q' 35.5' a Vt
Proposed Minimum Lot Size: 2,009 SF
` Jr9 �'4` / �� n §> u�' 1 r Zpy f}W ,$,�+qi e - �' N 51 10 1s W - 84.80 54SD Maximum Allowable Density: 14.0 Units/Acre
/ $ - e C 60 $i'� N 6� 0�8 x (- �I 54S 54SD " 54SD - -- 54SD - / / Lot Density (does not include Block 11, Lot 1): 8.9 Units/Acre
l0 30� `,, ,�I --- 4. he building setback requirements are established_ b the City of College -
"00
e
_ . _ �`- = - 1.: T 9 _ 9_ J` _ Y 9
n. _ - -- o-Unified-Developmentng _
Lq
w ur. o s ,... .. . , __
\ � �, � < 1 �tation Ordinance. _
.--�� ---`. - m , _-.. 1
a,--��: ,. ...uE ....M�x��� n �,• ,�..� � .- o o � .. _... --1 5. Right-of-way acreage: f2.95 Aa
� F % �•_ Ext. 20 P.U.E. ��`---- 26 _ � g Y g
1---� / Vol.6918, P . 231 x� .;eye ✓ s, s",.:.' fs,r r 0 2 .- 3 o e�
/ / / $ '•j�-� /� g ¢ 0 5 0 6 o Ilk
o 6. Parkland Dedication: Fee in lieu of land.
•j / /- \ r :;; IeY {° , \'- °DI I N 7. Sidewalks: Sidewalks are not shown for clarity,but shall be installed in
J - - 34.68 ---- T -7 ` 3>., 55 •ii :i' i dS', *' fa...s:.. i fig�;�.,F+"ixz;.s£4v-'g CO to 10.2' I L ()' (n
41 E \ _ _- 3 bli yg}� N I 'a accordance with the current Unified Development Ordinance Section 12-8.3
...-S 53' 15 ' rN r' _a,E'� PV W ''".a," ? " a. �' . d,Frz s �"~rl z +
L 1 �' R•:::. �, I."Is£r 1 v'd r BIO %�- 101.6' ( I p
'C'� £ z e:- Ct1 o \ I K. Sidewalks. Sidewalks shall be on both sides of all street except around
ep I'
2 Ale bulb of cul-de-socs.
I.I
/ ✓• i , h;,:,: r 3s I I I 8. Accordin to the Flood Insurance Rate Mas for Brazos Count Texas and
-- f 54 D 5NRtY _.-444.3954SD 5 2s.o" 26.0' 20.0' 20.0' 28x'- ,ti I g Ma Numbers 48041 C0325 E y
v 101.6' o I Incorporated Areas, p , effective May 16, 2012,
1 / l 54SD N 4s 35'37" w - 277.14'_- 5458- this property is not located in a 100 -year flood hazard area.
"" --54SD O �� ' J N I I I P P Y Y
I N �� \\ .$��4et A Z N 9. ORIGIN OF BEARING SYSTEM: The origin of bearing for this tract is based on
50' R.O.W. 0� 1o1s' o Z I he Texas State Coordinate System, Central Zone (NAD83) as determined
- -.- _N 46'35'37" w - 198,46'_ IP ,¢ iN w from the position of found TxDOT Concrete Monuments with brass disks
\ c0 p I I long the northeast line of State Highway No. 40.
24.0' 2s.o 2x.0' 26.0' 28.0' 20.5' -M8 .0-��g N 463x'37" w - 1x3.14' ,, $ N " I 10. Existing ground contours are based on. City of College Station Aerial Mapping
- - 20.5' I 8 C cn
` 26.0' .20.5' 20.5' 18x' o�,Q �D m � � 101 s' � � N $ � ` I I I ; rogram (2011).
%O 1 \ \ �Ci. o o i N 5 tJ 0D 11. ommon Areas, Open Areas and Landscape Easements shall be owned &
�� ® "--j �, A i aintained b Homeowners Association.
n -I Y
"Cod
0 0 0 1 I i i �� g ;� toll' 0 0 12. All Open and Common Areas shall be Public Utility and Private Drainage
q I 25' P.D.E. 1 2 0 3¢ 5 6/ 3 w c 6 \N W_ / Easements, unless noted otherwise.
\ I °p 00% ao 8 :� 3 1,.. \3 ¢ o 'o q \ •I N { \ / I 13. bbreviations:
/ICQ N � ! I 0 2 0, m. 5 66 76 w � 101.6' N I I I C.A.E. - Common Access Easement
N •� , N 8 R N 7 con P.A.E. - Public Access Easement
° / Block \ ' Z '� Block 3 - - a :. _ . I N I T P.U.E._Public Utility Easement
Bloch 4 '°' 6' I 1 P.D.E. Public Drainage Easement
o, 8 I I H.O.A. - Homeowner's Association
C ^ / ( S9 w 'a \44.8' 26.0' 28.0' 20.,5' 20.5' 25.5' N
� `�• I � 26.0' 8 0' i i
Dumpters
W e S` Pub/ic A//e S 4635'37" E - 219.33'1 °' 2s 5 26'° 26'°' 28•°' 28.0' 20.5' 20.5' 38.7 yZ (2 - 8 Yrd.) 14. he proposed Townhome Parking Requirements for this plan will be to provide
3 N I N tp N y / i Sg �9 -- S`�9 S9 o L.. - I I ...I.
24' R.O.W. / t " I Dumpsters S9 -S 46.35'37" E - 213.23'- S9 - ,.'� -- -� ti� I 27 wide (back -of -curb to back -of -curb) street and allow parking on one
- l 4635 (2 - t Yrd.) Pubic Alley Sg os - ° / ide of the street only. The Townhome Parking Requirements as required by
ASS. 02 24' RO.W �, �'� ��¢s- 6S --�6S ---_ _ [.� I I I Section 12 8.3.W of the Unified Development Ordinance will be achieved by
,pgs-Z-
1 I i 53.1'\ 26.0' 26.0 26.0' 26.0' 20.5' 20.5' 355 X345 X35.5 26.0 2g, 6S parking removal with platting.
Variable Width Public / i w t- -� _f 0 26.0' 26.0' " 20.5' 20.5'
s' 6 S 46'35'37" E �- 6S / I P 9 P g
I / 4 -
Drainage Easement o o ;v 1 / 0 4 _ - - :. \ 43.1' - 90.90' S 41'15'56" __ 6S o 6$/ I u� „ P ()
/ w
/ )1 BIOC1� ,G �� 3, £ o - . _ .. 2x.1 21a 2s.o' E - 132ss' .r �p S S T 5• (2) in caliper o one (1) treeof four w inch (4r) ecalipeatpera Ordinance No.
�j- 1
/ rn. \ BI��Cl \.. _ .. - 4.4, 26.0 20.5' 20.5' `� �/ 3222.
17 6 5 ,� 3 0 �w / ( \•s' .� I 16. The legal documentation establishing the H.O.A. will be submitted prior to the
-/ a o+ 2°�' 1 8 Co 7 +oo0 6 0 5 0, o 0 o I \ - / I I filing of the Final Plat.
N i i x a> W 00
50' 25' C.A.E. / ` I / �� / 15' P.U.E. y , I� a, o, '� a, 30, 2� 1 --� I I 17. This property lies within the Spring Creek Sanitary Sewer Impact Fee Area.
f 15' P.U.E. I / /----------- S' P.A.E. / f5 N 15' P.U.E. 18. Unless noted otherwise, the following public utility easements shall be
5' P.A.E. . _ _. "_ _ _ _1 _ - M n - - { r ,a 5' P A.E. 3 3 0 ¢ , provided for each lot:
- - 0 6� / I A. 5 Public Utility Easement shall be provided along the rear of all lots.
( / - - - _ - - _ - _ - - - -:/ - - - - _ - a' m 6' 6.0 6.0' 6.0' 6.0'- 0.5' Os' 35.5'- " - - _' 6.23' - _1 --- 0 70 8 ; ! cn B. 5' Public Utility Easement shall be provided along the front of all lots.
ON 4849 16 W ' _- , L 1_„4' ' ,C71 �o 19. Possible Relevant Easements as per Title Report GF No. 28265:
..,:: 355- • °•. ,
6• 6.0 • 6.0' 0.5'-12.3' 22.73' �,,`y
-- ;- - rt--=__________________*__ -- _ N 4635,7" - ;: .
,► --- - '- fy �C�J Blan a Easeme ,Vol. 130 with exact
- 93.19 .____________________-=________-_____________________________=____;___
JV 50 58 57 W 5 120.71 --------------------------=----------- 406.91 - _ i
.40'
A. B an Texas Utilities k t nt 350 P no
•-2os4'. I
J I I B. Bryan Texas fUt Utilities Blanket Easement, Vol. 479, Pg. 267 with no exact
, __-=______ __________________________________________________ I / •-/ ) � � / 1 _ _'- '- described.
I W. S. Phi//ips Pon�woy ------------- - _____ - -tv s.o'- -2s.o * location
-- -7 0 R.O. W. dories ) ---1 'Q2'ZQ" os'' ass
-------------------------------------------------------------------------------- ¢ _
0
.s'
----- -
Vo/ Pg
VA
\ \ ____-�_______••- r
_---OE�ROE_. O.E_ Q� -0�_ __II�.�.E - �-R-= �"• Ol----:�---0E -OE7" y�
--------------- ---- 1 n �r�----
1 11
X=-
I /
`- -•� -- --� \ -\ ,-�
1
\ \' \ - -- - -- - -
\
- ig,
D19n D
N� R,7 0O n
Legend
-18SD 18SD - Storm Drain System
-8S-8S-Sewer Line w/ pprox. size
8W 8W Water Line w/approx. size
8S - Ex. Sewer Line w/approx. size
8W- Ex. Water Line w/approx. size
Boundary Line
-288-- Existing Contour Line (2' Interval)
• Sewer Manhole
X03 Fire Hydrant
u Storm Drain Inlet
❑ Storm Drain Inlet
i'z 4 ,'
Common Area
SCALE: 1" = 60'
0 30' 60' 120'
PI.a �i)JLN �iJCX�I/Dle�
Phases 1 & 2
-13.404 ACRES
out of the
ROBERT STEVENSON SURVEY, A-54
COLLEGE STATION, BRAZOS COUNTY, TEXAS
June 16, 2013
SCALE.- 1 " = 60'
Owner: Engineer:
BCS Development Co. McClure & Browne Engineering/Surveying, Inc. I�t ���(JT�
4090 State! Highway 6 South 1008 Woodcreek Dr., Suite 103
College Station, Texas 77845 College Station, Texas 77845
(979) 690 1222 (979) 693-3838
Firm Reg. No. F-458
� 10530027 -PP V�
i
L/NE TABLE
UNE
BEARING
DISTANCE
L1
S 51'24'07" E
11.84'
L2
S 1.11'24" E "
61.80'
L3
S 41'15'56" E
72.23'
L4 I
N 46.22'10" E
52.36'
L5
N 38'49'44" E
10.13'
L6
N 46'22'10" E
49.06'
L7
N 38'49'44" E
16.45'
L8
N 4728'38" E
34.95'
Legend
-18SD 18SD - Storm Drain System
-8S-8S-Sewer Line w/ pprox. size
8W 8W Water Line w/approx. size
8S - Ex. Sewer Line w/approx. size
8W- Ex. Water Line w/approx. size
Boundary Line
-288-- Existing Contour Line (2' Interval)
• Sewer Manhole
X03 Fire Hydrant
u Storm Drain Inlet
❑ Storm Drain Inlet
i'z 4 ,'
Common Area
SCALE: 1" = 60'
0 30' 60' 120'
PI.a �i)JLN �iJCX�I/Dle�
Phases 1 & 2
-13.404 ACRES
out of the
ROBERT STEVENSON SURVEY, A-54
COLLEGE STATION, BRAZOS COUNTY, TEXAS
June 16, 2013
SCALE.- 1 " = 60'
Owner: Engineer:
BCS Development Co. McClure & Browne Engineering/Surveying, Inc. I�t ���(JT�
4090 State! Highway 6 South 1008 Woodcreek Dr., Suite 103
College Station, Texas 77845 College Station, Texas 77845
(979) 690 1222 (979) 693-3838
Firm Reg. No. F-458
� 10530027 -PP V�
i
CURVE TA8LE
CURVE TABLE
CURVE
CURVE
DELTA
RADIUS
LENGTH
CHORD BRG.
Cl
638'53"
1524.78'
150.31'
N 43'48'58" W
C2
11.58'37"
968.50'
202.45'
S 34'33'20" W
C3
8828'24"
30.00'
46.32'
S 84!46'51" W
C4
V48'14"
1031.50'
86.48'
N 30'51'37" E
C5
79'51'21"
25.00'
34.84'
S 6'39'56" E
C6
28' 10'43"
18.00'
8.85'
N 5729'45" E
C7
111'43'11"
18.06'
35.10'
N 12'27'12" W
C8
28'10'43"
18.00'
8.85'
S 29'19'01" W
C9
68'16'49"
38.00'
45.29'
S 7732'41" W
C10
79'18'39"
10.00'
13.84'
N 656'18" W
Cit
6'06'42"
500.00'
53.33'
N 3546'23" E
C12
94'34'38"
25.00'
41.27'
N 86'07'02" E
C13
8708'16"
30.00'
45.63'
N 3'01'29" W
C14
1'48'40"
1031.50'
32.60'
N 39'38'19" E
C15
9440'23"
25.00'
41.31'
S 86'04'11" W
C16
89'59'56"
10.00'
15.71'
N 1'35'39" W
C17
89'59'56"
10.00'
15.71'
N 88'24'21" E
C18
89.59.58"
10.00'
15.71
S 88'24'25" W
C19
90'00'02"
10.00'
15.71
1 S 1'35'40" E
C20
85'25'21"
1 25.00'
37.27'
1 N 3.52'57" W
Legend
-18SD 18SD - Storm Drain System
-8S-8S-Sewer Line w/ pprox. size
8W 8W Water Line w/approx. size
8S - Ex. Sewer Line w/approx. size
8W- Ex. Water Line w/approx. size
Boundary Line
-288-- Existing Contour Line (2' Interval)
• Sewer Manhole
X03 Fire Hydrant
u Storm Drain Inlet
❑ Storm Drain Inlet
i'z 4 ,'
Common Area
SCALE: 1" = 60'
0 30' 60' 120'
PI.a �i)JLN �iJCX�I/Dle�
Phases 1 & 2
-13.404 ACRES
out of the
ROBERT STEVENSON SURVEY, A-54
COLLEGE STATION, BRAZOS COUNTY, TEXAS
June 16, 2013
SCALE.- 1 " = 60'
Owner: Engineer:
BCS Development Co. McClure & Browne Engineering/Surveying, Inc. I�t ���(JT�
4090 State! Highway 6 South 1008 Woodcreek Dr., Suite 103
College Station, Texas 77845 College Station, Texas 77845
(979) 690 1222 (979) 693-3838
Firm Reg. No. F-458
� 10530027 -PP V�
i
CURVE TA8LE
CURVE
DELTA
RADIUS
LENGTH
CHORD BRG.
C21
94:34'33"
10.00'
16.51'
N 86'07'04" E
C22
85'25'21"
10.00'
.14.91'
N 3'52'57" W
623
88'09'14"
25.00'
38.46'
S 89'33'13" E
C25
94'34'39"
10.00'
16.51'
S 86'07'03" W
C26
85'25'17"
10.00'
14.91'
S 3.52'58" E
C27
94'34'39"
25.00'
41.27'
N 86'07'03" E
C28
1'33'47"
550.00'
15.00'
N 38'02'50" E
C29
91'33'45"
10.00'
15.98'
S 83'02'49" W
C30
90'00'00"
10.00'
15.71'
N 6'10'16" W
C31
90'00'00"
10.00'
15.71'
N 83.49'44" E
C32
83'55'24"
10.00'
14.65'
S 9'12'32" E
C33
721'37"
550.00'
70.65'
N 29'04'21" E
C34
5T00'33"
25.00'
24.87'
S 53'53'49" W
C35
30'36'37"
50.00'
26.71'
N 6TO5'47" E
C36
15T59'47"
50.00'
137.88'
N 53.07'52".W
C37
406'45"
500.00'35.89'
N 2522'18" E
C38
105.58'43"
1 10.00'
18.50'
N 80.25'02" E
Legend
-18SD 18SD - Storm Drain System
-8S-8S-Sewer Line w/ pprox. size
8W 8W Water Line w/approx. size
8S - Ex. Sewer Line w/approx. size
8W- Ex. Water Line w/approx. size
Boundary Line
-288-- Existing Contour Line (2' Interval)
• Sewer Manhole
X03 Fire Hydrant
u Storm Drain Inlet
❑ Storm Drain Inlet
i'z 4 ,'
Common Area
SCALE: 1" = 60'
0 30' 60' 120'
PI.a �i)JLN �iJCX�I/Dle�
Phases 1 & 2
-13.404 ACRES
out of the
ROBERT STEVENSON SURVEY, A-54
COLLEGE STATION, BRAZOS COUNTY, TEXAS
June 16, 2013
SCALE.- 1 " = 60'
Owner: Engineer:
BCS Development Co. McClure & Browne Engineering/Surveying, Inc. I�t ���(JT�
4090 State! Highway 6 South 1008 Woodcreek Dr., Suite 103
College Station, Texas 77845 College Station, Texas 77845
(979) 690 1222 (979) 693-3838
Firm Reg. No. F-458
� 10530027 -PP V�
i