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RADIUS
DELTA
ARC
TANGENT
BEARING
CHORD
Cl
25.00
99'49'57"
43.56
29.71
N
49'21'02" E
38.26
C2
175.00
10'13'34"
31.23
15.66
S
75'49'28" E
31.19
C3
225.00
19'08'59"
75.20
37.95
S
80'17'38" E
74.85
C4
25.00
89'59'58"
39.27
25.00
S
44 E
35.36
C5
25.00
90'00'00"
39.27
25.00
N
45'07'55" E
35.36
C6
225.00
100'10'16"
393.37
268.96
N
40'02'46" E
345.15
C7
225.00
1 1'08'21 "
43.74
21.94
N
15'36'32" W
43.67
C8
25.00
61'51'28"
26.99
14.98
N
09'48'37" E
25.70
C9
25.00
94'03'42"
41.04
26.84
S
87'46'13" W
36.59
C10
225.00
04'03'44"
15.95
7.98
N
47'13'48" W
15.95
C11
25,00
48'21'12"
21.10
11.22
N
25'05 W
20.48
C12
50.00
185'15'28"
161.67
1088.99
S
86' 13'05" W
99.89
C13
25.00
48'11'23"
21.03
11.18
S
17'44'29" W
20.41
C14
225.00
42'45'47"
167.93
88.09
S
20'27'17" W
164.06
C15
25.00
48'1 1 '23"
21.03
11.18
S
23'10'05" W
20.41
C16
50.00
276'22'46"
241.19
44.72
N
89'04'24" E
66.67
C17
25.00
48' 1 1
21.03
11.18
N
25'01 ' 17" W
_20.41
C18
175.00
42'45'46"
130.61
68.52
N
20'27'17" E
127.60
C19
25.00
88'54'13"
38.79
24.53
N
86'17'17" E
35.02
C20
175.00
39'13'17"
119.79
62.35
S
29'38'59" E
117.47
C21
175.00
100'10'16"
305.96
209.19
S
40'02'46" W
268.45
C22
175.00
19'08'56"
58.49
29.52
N
80'17'36" W
58.22
C23
225.00
14
55.40
27.84
N
77 W
55.26
C24
25.00
84'11'30"
36.7.4
22.59
N
42'39'41" W
33.52
NOTES:
ES:
A.) AVERAGE LOT DIMENSION: 55 X 120'
B.) STREET WIDTH 27' B -B - 50' ROW
C.) ZONING IS R -I
D.) NO PORTION OF THIS TRACT IS WITHIN THE 100 YEAR
FLOOD PLAIN PER FEMA FIRM NO. 200C, JULY 2, 1992
E•) PROPOSED LAND USE: SINGLE FAMILY RESIDENTIAL LOTS
F.) PARKLAND DEDICATION FEE'S WILL BE PAID PER LOT
G.) THIS DEVELOPMENT COMPLIES WITH THE LAND USE PLAN.
H.) THE EXISTING WATER TANK WILL BE RETAINED AND IMPROVED.
IT WILL BE USED AS AN AMENITY AND FOR DETENTION PURPOSES.
IT WILL BE DESIGNED TO DETAIN THE INCREASE IN STORM WATER
RUNOFF FROM THE 2 -100 YEAR STORM EVENT.
THE FINISHED FLOOR ELEVATIONS OF THE HOMES ADJACENT TO
THE TANK WILL BE A MINIMUM OF ONE FOOT ABOVE THE HIGHEST
WATER SURFACE ELEVATION OF THE 100 YEAR STORM AND THE
TOP OF THE BERM AROUND THE BASIN WILL BE SET AT A
/ �_ ,,, ...
MARKE ®
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1 6
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- - 0 05 / x / / ( Li E
W. BARYON MUNRO, TRUSTEE JOHN LAMPO, S
I TRUSTEE _ c 1 _ / x93 / _`' r l l
CALLED 1 10.57 ACRE _ J 'b. 293 I / y 111 /
1 i \ I I ` \ VOL. 587, PAGE 653 X ,6 g•
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P `\ S ` \ \ �i� J / i 3 / RONALD F/CARROLL f / / /0.1 I A i I i i \ \� \ ( t m
F \ \ \ \ \ i / (_ e CALLED 299 AC E / , 0 P E `t A Lo
EXISTING / \ �/. _\\ 15' SETBACK` i 265 AC / N 5 / R�G /
MANHOLE 2 AC
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\ • • ®/ \ \ 0 O. \ 10' PUE y °� / r3. I , ' > G� / / / N / N
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C 13 \ 7 a ^ / & SETBACK i I / / / L / / / m t0
\ / \ s -_ ` ,o �� / / ao / /n / w -
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i 12 WATERLINE \ �'' �°•� \ > > / �
N 48 / / / / 1u N FF• EL EV/ 335.5 0 v1' M \ \ b u) °s
z /LO•1 B -B PAVEM
ELEW_33 -V 8 "WA ER61NE \
DONALD F�CARROLL ` 33 / \ ,� 8 "SAN.SWR. �' / / /o MMON AREA 1 // / " / 0'O 55 E 103.7d' M \ fO •
(1.533 ACRES) \ \ 12" WATE WNE \ 86 .90 �- 46.39' 57.98' �_C1 �/( i �' 1.668 ACRES /// / v� tyilfd FF LE_V. 33 0 5 \ 9 AC �� \ \
VOL. 147, PAGE14 \ 15' PUE \ �" \ ®as lY �j /J � I \ $ "WA1 RLINE
RESIDUAL OF 100 ACRE �\ \ ® \ - - ..,G. -- - T / OWNED & MAINTAINED /f / n� / �tv11N/ LOT QLEV. 334. 0 ELI ( N OO 7'55" E X95 00' \ �\
\ 0.214 AC �� / / 3 � .o ucTU BY HOME OWNERS /
' . ' \ \ / h0 2/, , // � - I /% ASSOCIATION l� /� r p t�, 16th A
\ ^�/ \ �, _ (8 "RCP �z / � _ SOUTHERN
SURFACE
I ��! ` S EL. 331.3 '5 0'ROW DT �i / / I I ^� N s83, � / / / CONCRETE M V O \ WAY
° �X�PP CI ® `� C1 "+ HEADWALL 8.84 27
.' / \ '`.�NT
\
0 182 AC / o,�/ GUY ANCHOfjr O 4 4g 28� N® 0'55'3 W 0 .36 N ' .MI _ - (5: % 1120.6 ' _ 1 ' "
_ DR IVE
\� / \ / �' 35 5' 15.40 5 00' 33.96' / n' > .�..`
\ l J 0/ a/ 8 "WATERLINE 5 "' r I 1 MW_ ... _•
S ` 0 s a \ \ T STORM / C15 R? ! r �F LE//. 3 C4 ZONED�A DO
\ ' . ' / \ / FIRE I 20' ®CK \ N 00'67 55" 95.0
\ { OO YDRANT ,n \ in H / INLET J J / rFF 7 UE / Mi LOT ELF�V. 4.00 _ FIR
� C, E\ YDRA Q
> > ` \\ / . o %PP 40 ' ' 1 24'kRCP
MINIMUM OF ONE FOOT BELOW THE LOWEST FINISHED FLOOR 0.184 AC o X
\ N �- - \ 8" AN.SWR.
\ a� r7 O / O / / ' I , i o, 1 \ �1 \ \ S\
ELEVATION. �\ / .o /� N N ; N \O
1.) NO DRIVEWAY ACCESS WILL BE ALL ALONG WELLBORN w� \ • . /� a i 100 YEAR STORM MAX. ( Q
\ F< ss .'/ 0.2 9 AC rn ( ', WATER SURFACE ELEV. I \ 0 164 A - 1 .s3' tt_ \
\ / 3 / / =334.00 I 4a I \ N k12'45�48" E 130.79 n V)
\ R, \ 0 0259 AC N / 1 1 1 1 13 / / t r \ -
ROAD NOR - STATE HIGHWAY N0. 40. .
o ` `•o � � t � 1 � ' t � ` � � 0. 169 �C ���� ' \;
`\ \ \ • \ 20' SETBACK
d 1 / I I ( / I 3 ( I N N 00' 7 55 120.47 2 '' SETBACK
}l - & PUE ( z I (") & PUE
' / DETENTION BASIN
OUTFACE STRUCTURE I
+` �\ 2 0.196 AC 0.168 AC
0 10 25 50 10 0.152 A C� 2o ' AND B P E
UNPLATTED J \ p \ I (` r \ \
ZONED A -0 ___\ _ 9 - - -- ? - - N N i_ I \ ^ \ \
- - _ - _ - - - -- - - 1_ - - - -_. - :1 -
- -- - - - - - -- - - - - - -- ! _ _ .j -
0 200 \. } S �- - ` -- - -- -- 1 � 1 � - ,�. _ I � --c � �G
�• i M ' 0.218 4 \ J) \ N • \
+ ' `81.82' 70.43' 55.00' r 89. 6 25.93 '... ® .' FP . 335. ' ( m \h \
=LEV" \ C23 - --h 1 J 8 "SA
, 35.05 I
' MI �. 16 C -.�
�ELE POLE \ S \ \ [il, f18' 36" W 35$.0 i �- __ \ 118.14 �'•" 26.71, 1 .19' I 8 "WA R
`� �- 1 8' WATE NE r , - C2
X�2Q' WELLBORN `1 RESERVE A i , /' _ _ "'..�,�,.- \ 1 °i ' 11 WATER EASEMENT _ \ 20' WIDE WELLBORN bg£�� S 02'45'48 W 290 O
0.880 ACRES ^"'�' SP CIAL UTIU �, _ _ I \
X� 1 4 \WELLBORN ;�p� 3a / / DISTRI T EASEME _ -- - (� 8 "SAN.SWR. \ \ ` 0 4 I °►
- j -- - - - �_- ------ - - - - -� -- --- - 1 - -,- ' _ J \ N J 11 CITY LIMITS LINE
9. 5' , 136.21
WATER
X -2" WELLBORN � -- -./ _. -!- - y, � ___ \ � R SE V ... B k _ l -- - - - -- - - - - - - - - - -
',\_�� \}
_- �_- - - -_ -_ - - -_ _ \ _ C24 C11 I __ 1 j' _
' � O \� -_ .. 6� -. . a. � ✓_.� � ..-. � T wws� ®� . • f ® i ten® sLp • . - _ - =- - ~� - - - - - - - �• `L L � ®.•� i-
- - -. =- - - - �""''- _ --_ =33 _.,,_ • _- _ `� - - �- �._ ....- \�. � .[
X.- .VERIZON
X -DRIVE /�- ! a2? - -- - -ty -
EWAY �_ _ 330-- - ^- - 331 - - - - _ - / \- l -� _
-- 33 - '""" -"•- --� -_ '-"'__ _ - •-""_ _ C •
FM 2154 - WELLBORN ROAD
(EASEMENT -VOL. 171, PAGE 181)
100' R.O.W.
X- 18 RCP
REMOVE EXISTING DRIVEWAY
AND CULVERT, GRADE TO DRAIN
ESTABLISH HEALTHY GROUND COVER
X^•�IVEWAY
/
/
EXISTING / / TfzLE PED 24 "C VERT W/ /
-- � SLOPEiS HEADWALL (TO BE ,REMOVED) �
18" CULVERT X- EXISTING ASPHALT PAVEMENT
WELLBORN ROAD - F.M. 215 4 CITY LIMITS LINE
PREPARED BY:
MICHAEL G. HESTER, P.E.
HESTER ENGINEERING COMPANY
7607 EASTMARK DRIVE, SUITE 253 -B
PREPARED FOR:
COLLEGE STATION, TX 77840
ROBERT CARROLL
979 -693 -1100
LONE STAR CUSTOM HOMEBUILDERS
MHESTER @NESTER -ENGR. COM
P.O. BOX 1006
SURVEYOR:
COLLEGE STATION, TX 77842
DICK BONDS, R.P.L.S.
979 -571 -0861
LONESTARCHB @AOL. COM
GOODWIN- LASITER, INC.
1509 EMERALD PKWY, SU. 101
OWNER:
COLLEGE STATION, TX 77845
DONALD CARROLL
969 - 696 -6767
228 ROYAL OAKS
HUNTSVILLE, TX 77342
CTEX @G- I DES IGN CO
936- 295 -6856
KEY MAP