HomeMy WebLinkAboutDrawings40 20 0 40
SCALE IN FEET
(3) - 2"X4" TREATED NAILER
(BOTTOM, MIDDLE, TOP)
PROFILE SCALE
PVI STA. = 3+72.95
1 "=40' HORZ.
PVI
'TA.= 4+60.02
1 "=4' VERT.
PVI ELEV. = so4.zs
- PVI
LEV. = 304.80
PVI STA. = 3+20.20 LOW
PNT STA. = 3+73.02
ZWP
00:1Z HIGH P
STA = 4+55.05
STA: = 6+65.48
PVI STA.
8+49.25
PVt ELEV. = 304.60
OW PNT ELEV. = 304.34
(n Q C,9
V)
w HIGH P
ELEV. = 304.72
^ I ELEV. 302.75
PVI ELEV.
= 304.41
32O
uo= Ht
H PNT STA. = 3+20.14
-
K 33.22
w-
p .�
- 0
-
Z w F -
o LOW NT STA. = 6+66.50
Z
w
p = HIGH PNT ST
= 8+53.25 32O
HIGH
PNT ELEV. = 304.54
40' VC.
40' V0
� LOW PNT ELEV. = 302.85
�
CE HIGH PNT ELEV.
= 304.33
K = 33.22 -
K=
K
6.67
40' VC
21.09
In 0 m o
VC
40'
VC
-Ea
cli o ccoo
o 0 40'
+ M + M
to n
go
mo
-
q
3 1 6
..
pp
IN _ - N d^'
tl . II n 11
�+
11
�+ M
11
to m M
0I - "t
.. In 17
NN
In O, q.
OOV p�
W W
01
NN 3 1.6
If
a
M11
u w
�X
to n
00
°°II
w
cn v
PIA, STA. 3+72.95
PVI
TA. = 4+60.02
4+60.02
it
twi w
In
U w
In
11 w
v
PVI ELEV. = 304.19
PVI STA. 3+20.20
LON
PNT STA. = 3+73.02
Z w r
0 p�
PVI
LEV. = 304.71
PVI STA.
312
PVI ELEV. 304.51
W J HI
H P
T STA. 4+55
05
PVI STA. = 6+65.48
8+49.25
�I - CD4
IT) q-Ei Fv _ 102�
EL
304.31
3 � 2
H PNT STA 3+22
12I
H P
T ELEV. = 304
63K
PNL ELEV. = 304
4
= 33.22
= 25.05
LO
W W J
PNT STA. = 6+66
0
Q wHI
H PNT ST
= 8+41
66
FH'I((;H
vK
40' VC
p C9 .� L
PNT ELEV. = 302.6
._.IC)
v HIGH
PNT E
= 304
19
= 29,94
VC
40' VC
K=21.09
K=
3.79
eq 17
40' VC
40'
VC
308 `
o o
+ "' +
off;
---H
o�,
a_o
308
�.�
Od Od
0 o v o
II 11
II w II w
+M
v
n
+M
v II
o aD It
ao v 0o
Lo
N ,-
In• -
N rn
M� 1.+jM
U N UU>
U
II
11
-
O CSD O
M - M
-
NO
co
II W II w
W
V) U
V
v 4'i
+
II 'n 11
.1.17
0o II
+DESIGNM
O 11[-0.60X
DESIGN
GRADE
(RIGHT)
0 cn
�"
DESIGN
w it w
n
uGRADE
0.60%
GRADE
U
Zi(RIGHT)
0.60%
0.6
(RIGHT)
304
-- ..
-1.0
304
6
x
9e
0.9G%
0%
�'
90%7(LEFT)
PIPE
12
LPN
DESIGN
DESIGN
18" R
P PIPE
�--
GRADE
GRADE
EXISTING
EXISTING
(SFT)
w GROUND
EXISTING
GROUND
(LEFT)
GROUND
(CENTERUWE)
GRACE
(LEF)
E
EXISTING
EXISTING
PIPE 601
30" RCP PIPE
300
(LEFT)
GROUND
(CENTERLINE)
GROUND
(LEFT)
GROUND
(CENTERLINE)
300
o<
co O P a
. � o
EXISTING
EXISTI
G
tO
PROPOSED 6"
o .:: z
M M N N
co�
GROUND
(RIGHT)
PIPE 811A
GROU
(RIGH)
D co
IR
o �'
WATERLINE W-8
8"
0 f-oU W
24" RCP PIP
+
o 0
WATERLINE W-2
F... Z v
05
r
H
`-'gym
296
tn
w 296
oa
12" SEWERN
a vi oc:a z
UNE EXISTING
"
u 1? V)n
60
292
+
OF o
292
a=�o�
cn�_IW�
0�
� J
� J
d' J
�' J
� J
� J
� J 0.' J
ry
ry
al
ry J
OZ
omQ��
�O
NP7
q- Ln
NIS
C:)
Q�-
O� r -N
COf�
<-N
COQ
O U
-0)
1- P7
M
d r7
0
d t�
CA 00
d- 1'7 moo
Orn
Ind
moo
r7 �-
t-
r7Ii NN
rliN
M1`6
M
44
w
00
00
00
00
00
00
00
00 00
00
00
00
co
288
V)n
K)
r)
288
1 UPDATED SPOT ELEVATIONS FOR JPS 8/11/2014
SIDEWALK ALONG OLD WELLBORN ROAD
MARK REVISION BY DATE
�L
AR.MOIZ.ED AVENUE
STA. 2+51 TO 8+75
PLAN & PROFILE
1 ADDED SIDEWALKS ALONG JPS 8/11/2014
OLD WELLBORN ROAD
MARK REVISION BY DATE
THE SEAL APPEARING ON THIS
E3 c h uI Engineering,
DOCUMENT WAS AUTHORIZED BY
JOSEPH P. SCHULTZ, P.E., LICENSE
2730 Lon mire, Suite A NO. 65889 ON JULY 9, 2014.
g
College Station, Texas 77845 RELEASED FOR CONSTRUCTION
979.764.3900 TBPE NO.12327
SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE
KERR DLD DLD JPS 14-333 JULY 2014
WELLBORNROAD
OLD ELLBORNR
,
ROW VARIES A MENT
_}S - 25 P VE
' ADA RAMP
SIDEWALK
5 L
1S
1S 1S .
1S
—�
is �
5 SIDE WALK
ADA RAMP
5 SIDEWALK
ADA RAMP
- ADA RAMP
ADA RAMP
ADA RAMP S
s" 1
i
• e
W-6
W
W-6
W-6 W-6
W-6
W-6
., ..
W76
._.._-
.. 1S 1S
— 1S 1S
1S 1S 1S 1S 1S 1S 1S 1S 1S 1S 1
1S 1S 1S -- 2.5 PUBLIC
1S
--
1S
Q
•. a .. 1
.. e
7
S . 1S
— __ 1S
1S 1 1 Q
,
4 . • : ..
,
e 5 SIDEWALK
— —
15 1S 1S 1S
1S 1S — 3 PUBLIC
y
—
1S 1S 1S 1S — iS 1S
: ...
=
ACCESS EASEMENT
n
..
ZG-S
ACCESS EASEMENT
ZG-S ZG-S
-
r
_
-
7.5 PUBLIC
_
s
>
. — — —
Z G S Z G S Z l
Z G S
Z
S,
— -
Z G S
-
Z G S Z G S
ACCESS EASEMENT
Z G S
-
Z G �
Z G S Z G -S
Z G -S Z G -S
-� S o
-
ZG S
ZG =
P.
l S ZG-S
>
-----
—
42
--}
21--
—
21
o
I
aF-
3
I
1
i
I
�..
to
I
I
I
po
ILO
3
-
-
1
>•
d
I
I
I
f/1
a
Q
-
A
0
3
•I -
-
M
I
3
;
to
a
I
H
:
I
4100
20
20
ui°.
e
P.
.
^•
Cj
__
1S 1S
1S
—
—
o
to00
�-
n.
>
I
cn
co
Pf
40
19
19
I
•'S
I
M
U)co
a
P
to
I
I
aV)
P
39
I
18
I
>:
_
18
�D
e
I
..:
ISO
1
En
AV)
CD
cn
t -
c
I
1
I.
_.
.
I
38
_
I
I.
17
f.
I
1
,
-.
I
-
I
...
•�.C.
.•
20: :10 0 20
-.
.
..
00
rn
'7
SCALE IN FEE
_ NOTES.
�I
N TOPOGRAPHY SHOWN IS BASED ON FIELD SURVEY DATA.
1. EXISTING
- - A RAMPS..
- SHALL BE CONSTRUCTED PER FIGURE SW, DETAILS SW1 UO AND SW1 02. AD
2. SIDEWALKS
• AILS
SHALL BE CONSTRUCTED PER THE AMBULATORY RAMP DETAILS ON THE STANDARD SIDEWALK DET
_ q
SHEET (REFER TO DETAILS SW3-00, AND SW3 05 ON FIGURE SW). ALL RAMPS SHALL HAVE
DETECTABLE WARNING SURFACE.
,I
1 ADDED SIDEWALKS ALONG JPS 8/11/2014
OLD WELLBORN ROAD
MARK REVISION BY DATE
THE SEAL APPEARING ON THIS
E3 c h uI Engineering,
DOCUMENT WAS AUTHORIZED BY
JOSEPH P. SCHULTZ, P.E., LICENSE
2730 Lon mire, Suite A NO. 65889 ON JULY 9, 2014.
g
College Station, Texas 77845 RELEASED FOR CONSTRUCTION
979.764.3900 TBPE NO.12327
SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE
KERR DLD DLD JPS 14-333 JULY 2014
1111:111 \/ Ilk] I I I I iL R
11+50 12+00. 13+00 14+00 15+00
16+00
Alignment Data: Channel No. 1 & Pipes 800-805
Alignment Data: PIPES 840 & 841
19+00 20+00 20+50 -0+50 0+00
Number
Start Station
End Station
Length
Line/Chord Direction
Start Northing
Start Easting
End Northing
End Easting
Li
0+00.00
14+70.98
1470.98
S47 04' 17"E
10198539.66
3559593.34
10195537.80
3560670.40
L2
14+70.98
14+75.98
1 5.00
S47 04' 17"E.
10195537.80
3560670.40
10195534.39
3560674.06
L3
14+75.98
16+42.00
166.01
S47 04' 17"E
10195534.39
3560674.06
10195421.32
3560795.62
L4
16+42.00
16+44.00
2.00
S47 04' 17"E
10195421.32
3560795.62
10195419.96
3560797.08
L5
16+44.00
17+78.07
134.01
S47 04' 17"E
10195419.96
3560797.08
10195328.69
3560895.21
1111:111 \/ Ilk] I I I I iL R
2. STORM SEWER PIPE MATERIAL SHALL BE HDPE, AASHTO II
M294, TYPE S WITH WATERTIGHT JOINTS, WHERE NOTED OR
RCP, PROFILE GASKET IN ACCORDANCE WITH M.-3
CLASS 111.
STRUCTURAL BACKFILL 6 LF STRUCTURAL BACKFILL 36 LF STRUCTURAL BACKFILL 14 LF STRUCTURAL BACKFILL 14 LF STRUCTURAL BACKFILL 7 LF STRUCTURAL BACKFILL 50 LF 3. REFER TO STORM SEWER DETAILS SHEET FOR EMBEDMENT &
BACKFILL DETAILS AND INLET & HEADWALL DETAILS.
STRUCTURAL BACKFILL 46 LF
^t DOM N -.
,++ + + + ,+� + + + `° N
o m m o n^ oo m
In
I .
i
Q
308In�._ ..
V) In I In In Iln In308
11+50 12+00. 13+00 14+00 15+00
16+00
Alignment Data: PIPES 840 & 841
19+00 20+00 20+50 -0+50 0+00
N
Number
Start Station
End Station
Lengfh
Line/Chord Direction
Start Northing
Start Easting
End Northing
End Easting
L40
0+00.00
0+04.00
4.04
N42' 55' 43"E
10195507.70
3560699.82
10195510.63
3560702.54
L41
0+04.00
0+21.63
17.6
� N87 55' 43"E
10195510.63
3560702.54
10195511.27
3560720.16
L42
0+21.63
2+36.42
214.7
9 S47 03' 55"E
10195511.27
3560720.16
10195364.96
3560877.41
2. STORM SEWER PIPE MATERIAL SHALL BE HDPE, AASHTO II
M294, TYPE S WITH WATERTIGHT JOINTS, WHERE NOTED OR
RCP, PROFILE GASKET IN ACCORDANCE WITH M.-3
CLASS 111.
STRUCTURAL BACKFILL 6 LF STRUCTURAL BACKFILL 36 LF STRUCTURAL BACKFILL 14 LF STRUCTURAL BACKFILL 14 LF STRUCTURAL BACKFILL 7 LF STRUCTURAL BACKFILL 50 LF 3. REFER TO STORM SEWER DETAILS SHEET FOR EMBEDMENT &
BACKFILL DETAILS AND INLET & HEADWALL DETAILS.
STRUCTURAL BACKFILL 46 LF
^t DOM N -.
,++ + + + ,+� + + + `° N
o m m o n^ oo m
In
I .
i
Q
308In�._ ..
V) In I In In Iln In308
312
11+50 12+00. 13+00 14+00 15+00
16+00
17+00 18+00
19+00 20+00 20+50 -0+50 0+00
N
312
2+00 2+50
PROFILE SCALE
PROFILE -
PIPES
800-804
PROFILE SCALE
- PIPES
840
&
841
®
••• • • TO PIPE :••
J
3 803
m
��
1"=40' HORZ.
INLET 802
x4' JUNCTION-
BOX
1"=4' VERT.
JB 800
308
GRATE I LEI'
P=305.54
308
6'x4' JUNCTION BOX
T24*
OP 304.70
GRAIDE
DESIGN
TOP=304.17
J8 801
DESIGN
RADE
:._..
----
304
JB 801
4'x4' JUNCTION
BO
E
4'x4_ JUNCTION BOX
GRADE
---
- -
TOP -304.26
PIPE 840
ROUND
_ --
304
304
18 HDPE P1
PE
---
304
GRISTING-OUND
"_-
/
Q\P� apP\Q�
-
_
PIPE 841
-----
- - -_ --
EXISTI
_
NG7
�8" RC ®3 5 "
�g 1
18" RCP PIP
GR
0
UND
N
m
60.3LFa0.5%
300
1.00%
ri
O
0.509
300
300
PROPOWATER SED 6
PIPE 802
2
PIPF au -5
0" RCP PIPE
_Z vi
-
00
300
PIPE 80
30" RCP PIPE
13
.0 LF ®0.30%
PROPOSED
8"
Co
PIPE
00
30 "RCP
IPE
127.0 LF ®0.30%
rn
WA
RLINE W-8
0 .
M F
11 W
2-30" HD
)E PIPE
35.5 LF O
.309
0
o
it
L4
1 z
Z
-
148.5 LF
0.309
IIO
-
V
L9 0 0
0.369
_
Z
I
+ w >
296
8
296
I
°
a
11:W
`°
296
gp00
mow?
+a
ROPOSED
+
a.
WATERLINE
2
a
+w
In. -
�
n
Oa -to
In
CHANNEL 1
(a 0
N
PROPOSED
WATERLINE W-
-
C-4
I M N
o'
rn n N
.r w m
N
_
rn. o
rn rn
ad 0
292
jl
29 2
ON
0
0
MOON
�N��
NOn
I� oo'
N
o
N N
o u
ao
.ZOZ
'm
- -
O N 11 NO
^O
!-MN
O
Z Z
,�J-
-
292
-
ZOZ�
m
C;
N
11
cc
OU
m
ii aj 12 1
I
ricin
Lu LLI W-
n. D. a
Z
`f
-
-
cj
ao
_
1
-
I 11 m
I I
I
N
I
M
ra o
O N
oIncowma0
O
288
d
in
D16 10
MM
.}.
Mo
yam
w>
000'
romao00
ON
Togo
00 cc Do
288
It
m
co O
a a
+
n
W W w
o a a
aaa
~M
284
ri
1
`n
Ujww
o.M0.
a `a
d
0000
284
288
aw.aa..an.
a.aao
n
M" N
d
. t .
1
288
n Q lJ
OM
oo.�pp
�rM
O
M
284
iw
280
280
284
280
280
wZ
WJ0
M
M
(0
00
0)
r
M
cV
D Q
[l O
co
co
N
c0
N
co
h
r
o
c6
06
n
to
LL W
IN
CN
N
N
Nj
N
IN
O
I�
O
276
276
312
11+50 12+00. 13+00 14+00 15+00
16+00
17+00 18+00
19+00 20+00 20+50 -0+50 0+00
N
312
2+00 2+50
PROFILE SCALE
PROFILE -
PIPES
800-804
PROFILE
- PIPES
840
&
841
®
••• • • TO PIPE :••
1 "=40' HORZ.
kyj •
m
��
1"=4' VERT.
308
308
DESIGN
DESIGN
GRADE
RADE
JB 801
4'x4' JUNCTION
BO
E
(STING
TOP -304.26
PIPE 840
ROUND
304
18 HDPE P1
PE
304
-
PIPE 841
r---
18" RCP PIP
60.3LFa0.5%
1.00%
0.509
300
PROPOWATER SED 6
00
300
Co
rn
M F
11 W
0
o
it
L4
Z
IIO
W
V
Z
I
296
8
296
11:W
1 z
gv
gp00
mow?
+a
+
a.
a
+w
�
v~iCO3
Oa -to
In
-
C-4
I M N
292
o z z
292
jl
0
'm
-
N
00 00 07
O
++
Lu LLI W-
n. D. a
-
288
d
in
D16 10
MM
288
284
284
Z O
O
n Q lJ
OM
O
M
iw
280
280
THE SEAL APPEARING ON THIS
Sch U n g 1 n e e ri n g' LLC
DOCUMENT WAS AUTHORIZED BY
! � ! Li ! ! JOSEPH P. SCHULTZ, P.E. LICENSE
2730 Longmire, Suite A
NO. 65889 ON JULY 9, 2014.
College station, Texas 77845 RELEASED FOR CONSTRUCTION
979.764.3900 TBPE NO. 12327
SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE
KERB DLD DLD JPS 14-333 JULY 2014
CHANNEL #1
& STORM SEWERP'IPES
800-804 & 840-841
PLAN & PROFILE
- II
11+50 12+00. 13+00 14+00 15+00
16+00
17+00 18+00
19+00 20+00 20+50 -0+50 0+00
1+00
2+00 2+50
PROFILE -
PIPES
800-804
PROFILE
- PIPES
840
&
841
®
••• • • TO PIPE :••
THE SEAL APPEARING ON THIS
Sch U n g 1 n e e ri n g' LLC
DOCUMENT WAS AUTHORIZED BY
! � ! Li ! ! JOSEPH P. SCHULTZ, P.E. LICENSE
2730 Longmire, Suite A
NO. 65889 ON JULY 9, 2014.
College station, Texas 77845 RELEASED FOR CONSTRUCTION
979.764.3900 TBPE NO. 12327
SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE
KERB DLD DLD JPS 14-333 JULY 2014
CHANNEL #1
& STORM SEWERP'IPES
800-804 & 840-841
PLAN & PROFILE
- II
I
®
••• • • TO PIPE :••
L�
kyj •
m
��
THE SEAL APPEARING ON THIS
Sch U n g 1 n e e ri n g' LLC
DOCUMENT WAS AUTHORIZED BY
! � ! Li ! ! JOSEPH P. SCHULTZ, P.E. LICENSE
2730 Longmire, Suite A
NO. 65889 ON JULY 9, 2014.
College station, Texas 77845 RELEASED FOR CONSTRUCTION
979.764.3900 TBPE NO. 12327
SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE
KERB DLD DLD JPS 14-333 JULY 2014
CHANNEL #1
& STORM SEWERP'IPES
800-804 & 840-841
PLAN & PROFILE
- II
-- -- ----- _ L
_ -: _ ° i
ALONG SAID�LTRVE THROUGIi A CENTRAL -ANGLE OF 90 00 00 FOR AN ARC DISTANCE OF 3927
AID EURVE ON- THE NORTHEAST
FEET CHORD BEARS. S 87.14 17 W 35:36 FEET TO THE END OF S _ __- _
F ( )
_ s
LINE OF GENERAL PARKWAY;• _ _-�_ -_ _, -_' SEE INSET A
�'i`11-t�,` I ARMORED AVENUE :.
r1RMORT, �" o
r l J W - 27 PAVEMENT
° " PARKWAY FOR A DISTANCE OF 65.00 FEET , - 2 > i 50 ROW E
N 47 45 43 W ALONG THE NORTHEAST LINE OF GENERAL PARK A c 0 R O�� � 7 I A � jMEI'� 7
INNING OF A CLOCKWISE CURVE HAVING A RADIUS OF 25.00 FEET; SEE INSET B
TO THE BEG c
L OF 90 00 00 FOR AN ARC DISTANCE OF 39.27 4 14 17 E 576,•®0
ALONG SAID CURVE THROUGH A CENTRAL ANGLE
• CURVE;
W - 35.36 FEET TO THE END OF SAID C ,
FEET CHORD. BEARS. N 02'45'43")
(
, , , , ,
- - - - - - -_- ' ' ' .27.00 27.00 _ 33.00 33.00 27.00 27.00 27.tl0 - �_3_ .00 _ _ 33:00_ 27.0.0_ 27.00 _ A27.00 27,00 26.50. I
27.00 27.00 27.00 33:00 _33.00 _27.00 - - - - .
N 47° 45'43" W ACROSS THE END OFA 24' PUBLIC ALLEY FOR A. DISTANCE OF 24.00 FEET TO THE __70
-
- -
GINNING OF A CLOCKWISE CURVE HAVING A RADIUS OF 25.00 FEET; T 10' PUE 20' PUE PUBLIC UTILITY
BE 10 PUE LOCK 24 (TYP.) (TYP.) EASEMENT
1TYP.
F
(TYP.) 7233/93
_ALONG SAID CURVE THROUGH A CENTRAL ANGLE 0 9 0° 00' 00 FOR AN ARC DISTANCE OF 39:27 1
• - THE END OF SAID CURVE ON THE NORTHEAST
FEET (CHORD BEARS. S 87 14 17 W 35.36 FEET) TO
LINE OF GENERAL PARKWAY _ I
W w w L,J w w w w u.) w w w w w w w w w W w
K) M , O P7 10 ID I O 10 i 7.5' PAE
22 _ 23 24 - . 25 26 27 - 28 29 - 30 31 2 (TYP.)
A T LINE OF GENERAL PARKWAY FOR A DISTANCE OF 65.00 FEET O O O O O 3 Q 33 Q 34 Q 35 0 2 O O pp O ff11 O O 0
N 47 45 43 W ALONG THE NORTHI S O O O 0 0 3 6 J7 3 0 0/ 40 41 4 o
IUS OF25.00FEET I. 1 I-' 01- OI 01- OI 0.1- OI O1. 01 01- 0) 01 OI- 01- 01, 01- 01- 01 OI 01- o
TO THE BEGINNING OF A CLOCKWISE CURVE HAVING A RAD . O : u7 u7 Ln LO LO Ln to • ;T
Ln L>7 LO Ln Ln LO
I I Lt> f�
LO d LO �}- LO �} LO d d d d d d d LO d i!) d LO �r d d d
� � d- : -
In cj- - r - r r- r - r r- r I �--.1 r- 1 : �-. 1 r- r - r 1 r ( r- 1 . r- 1 -
E F 0° 00' 00" FOR AN ARC DISTANCE OF 39.27 I I I I I 1 i
ALONG SAID CURVE THROUGH. A CENTRAL.ANGLE 0 9 I I I I
' f f t0
° , n y -
FEET (CHORD BEARS. N 02 45'43" W - 35.36 FEET) TO THE END OF SAID CURVE ON THE EXTENSION OF
10' PUE d �} tel• -4-
THE
THE SOUTHEAST LINE OF ARMORED AVENUE; ( U) (n U) U) M U) V) U) Cl)V) U) Cn U) U) V) U) (n U) 1
(TVP.) U) U) U) U)
I
N 42 14' 17 E ALONG THE EX TENSION OF THE SOUTHEAST LINE OF .ARMORED AVENUE' FOR A
_, ( I W
I
DISTANCE OF 16.50 FEET; I 10' PUE 10' PUE ( T C)
(TYP.) (TYP.) I „
- _ _
N 47'45'43"W ACROSS ARMORED AVENUE FOR A DISTANCE OF 50.00 FEET; _ _ _ _ _ __ _ _ _
THE BARRACKS it SUBDIV(SfON 17:00' 27.00 27.00 27.00 33.00' 33.00'^ 27.00 27.00' 27.00 33.00' 33.00' 27.00' 27.00 27.00 X3.00' 33.00' 27:00' 27.00' 27.00' 27.00 25.71 I
S 42° 14' 17" W ALONG THE EXTENSION OF THE NORTHWEST LINE OF ARMORED AVENUE FORA PHASE 105 , , , r
DISTANCE OF 16.50 FEET TO THE BEGINNING OF A CLOCKWISE CURVE HAVING A RADIUS OF 25.00 / 54' ,14 17 W - '91.71 ( _ (nom
FEET; PUBLIC ALLEY 2
24' ROW - 20' PAVEMENTd „
ALONG SAID CURVE THROUGH. A CENTRAL ANGLE OF 90° 00'00" FOR AN ARC DISTANCE OF 39.27 I J R
N4'L° 14' 17- 0,82' {
FEET (CHORD BEARS: S 87° 14' 17" W - 35.36 FEET) TO THE END OF SAID CURVE ON THE NORTHEAST
LINE OF GENERAL PARKWAY; I G
I
N 47° 45'43" W.ALONG THE NORTHEAST LINE OF GENERAL PARKWAY FOR A DISTANCE OF 95.00 FEET; I r
N 420 14' 17" E FOR A DISTANCE OF 644.85 FEET TO THE SOUTHWEST LINE OF OLD. WELLBORN ROAD � � �-
FOR THE NORTH CORNER OF THIS HEREIN DESCRIBED TRACT; I p -i
(TYP
17.00' 27.00' 27.00'
.00'_ . 33.00'_ 27.00'
27.00T103
27.00'
_ 27.00' __33.00' _
_ 33.00' 27.00'_
27.00'27.00'
DELTA
-33.00' _ _ 33.00' _
_ 27.00' _
27.00' _
27.00' 27.00'
24.8
39.27'
' PUE'
090'00'00"
25.00'
LOCK 25
S87'14'17"W
40 20 0 40
C2
39.27'
GENERAL NOTES:
i
20' PU
35.36'
(TYP.)
TANG CAKE DRIVE I
C3
39.27'
25.00'
090'00'00'
25.00'
35.36'
(TYP.)
(TYP
PUE W W
W W W LLJ
W
W Li
W W
W
W
W W
METES AND BOUNDS DESCRIPTION
W
OFA
W
t•O I'7
r0 r0 r7 r0
r')
r0 r�
r7 r0
M
r0
r7 r7
rO
I.O
rO r7
r7
1 38.97'
25.00'
089'18'34"
24.70'
35.14'
S02'25'00"E
C8
39.57'
25.00'
6.909 ACRETRACT
25.30'
35.57'
N87'35'00"E
C9
38.97'
25.00'
d89'18'34°
24.70'
35.14'
S02'25'00"E
C10
39.57'
1, 25.00'
090'41'26"
25.30'
35.57'
N87 -35'00"E
1:
''
THE BEARING SYSTEM SHOWN HEREONIS BASED ON GRID NORTH AS ESTABLISHED FROM
25.00'
CRAWFORD BURNETT LEAGUE, A-7
24.70'
35.14'
NO2'.25'00"W
N/F
GPS OBSERVATION..
COLLEGE STATION BRAZOS COUNTY, TEXAS
HEATH PHILLIPS INVESTMENTS,
LLC
I
-'
-REM.. OF 108.88 AC
2.
NO PORTION OF THIS TRACT IS WITHIN THE 100 YEAR FLOODPLAIN ACCORDING TO THE
- METES AND BOUNDS. DESCRIPTION OF ALL THAT CERTAIN TRACT OF LAND LYING AND BEING SITUATED
I
_
9627 73
/
t
I
A. INSURANCE A AP F RA AREAS, i'
F.E.M. FLOOD S NCE R TE M OR BRAZOS COUNTY AND INCORPORATED EA ,
i
T NO. 7 COLLEGE STATION BRAZOS COUNTY, TEXAS.
IN THE CRAWFORD BURNETT LEAGUE, ABSTRACT , ,
I
ZONED PDD
_
4 O F. �
COMMUNITY PANEL NO. 8041 CO3 5 , EFFECTIVE DATE- 04/02/2014.
T BEING A PORTION OF THE REMAINDER OF A CALLED 108.88 ACRE TRACT AS DESCRIBED BY A
SAID TRACT
I
I
- DEED TO HEATH PHILLIPS INVESTMENTS, LLC; RECORDED IN VOLUME 9627, PAGE 73 OF THE OFFICIAL
,
3.
ZONING OF THIS TRACT IS PDD PLANNED DEVELOPMENT DISTRICT).
THE ( )
PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS.
L
N42Q 14 17 E
44.5
i
(RODS
_ _. _
4:
1/2" IRON. WILL BE SET. AT ALL LOT CORNERS AND ANGLE POINTS. UNLESS NOTED
S AS FOLLOWS:
SAID TRACT BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUND W
42.00.
27.00.
,
27.00
27.00.
3,00 33.00
3_
27.00
27.00
,
27.00 ;"- 33.00
33.00
27.00
27.00
27.00 • .
,
3:00
33.00
27.00
27.00 • -
27.00
27.00'
53.85 ,
OTHERWISE.
COMMENCIN G AT A /2 INCH IRON ROD FOUND ON THE SOUTHWEST LINE OF OLD WELLBORN ROAD
I
O
�
PCE
10' PUE
II
5.
SITE N ARE TO
STORM WATER DETENTION .FACILITIES FOR THIS.. PHASE ARE LOCATED OFF STEAD E
MARKING THE EAST CORNER of SAID REMAINDER OF 108.88 ACRE TRACT;
{
O
10'
TVP. BLOCK
( )
3
I
PueLlc u1iLiTY
BE MAINTAI
ED BY. THE HOA.
r
20' PUE
EASEMENT
' `' D WELLBORN ROAD FOR A DISTANCE OF _
THENCE. N 47 04 17 W ALONG THE SOUTHWEST LINE OF OL
- ry
THE EsH�RAGI{..
� (I SUBDIVISION
Q2
)
(TYP.)
233/93
6.
DISTANCES
DISI.
MOWN ON CURVES ARE CHORD LENGTHS.
-
400.98 FEET TO THE POINT OF BE, OF THIS HEREIN DESCRIBED TRACT MARKING THE BEGINNING _
_
I1 PHASE. 106
1
w W
W
W
W W
W
W
W
W
W
W
W
W
W
W
W
O F ACOUNTERCLOCKWISE CURVE HAVING A RADIUS OF 25.00 FEET;
W
w
w
-
t,)
M
r0 ,O
r0
r0
rD
rO
tO
r7
_
r)
r0
tO
7.
-
WAl"ER .SER
Y ICE FOR THIS DEVELOPMENT WILL BE PROVIDED BY WELLBORN SPECIAL UTILITY -
_
___•__/
F
M
I -
d
M _
d
o 0
O
O o
Q
o
0
I
d
0
I
d
- - -
0 O o
I
d -
O
I
d -
co
I
d
o
I
d
121,1
-
DISfiRICT.
T SIGN REPORT FOR THIS SUBDIVISION WILL BE PROVIDED. PER CITY
AWA ER DE
T HENCE: THROUGH SAID REMAINDER OF 108.88 ACRE TRACT FOR THE FOLLOWING CALLS:
-- -I '-
O O
I
O
OI-
O
QI_
01
-
OI QI
QIL
QI OI«)
- OI-
O I
- O
- O
-
O I - O I - O
- O
- O
- O
STANDARDS.
41' ARC DISTANCE OF 39:57
OI-
2
O d O
n 3
d (N
4
�} O
Ln 5 0 6
b d
O 7 O
8 0
9 0 1 o
d
1
Ln
11
I
tf)
d 12 N I
Ln
�r 13 N 1
u7
d 14 N I
Ln
d 15
to p u7 O
d �r d ?
16
1 N 1 17 N 1 1 C) N 1
L17 O
�r 19 N 1
Ln
�1
N
20 1
�r0
-
ELECTRIC SERVICE
FOR THIS DEVELO ENI
PM TWILL BE RROVIDED BY BRYAN TEXAS UTILITIESALONG
SAID CURVE THROUGH A CENTRAL ANGLE OF 90° 26" FOR AN
N1 N1
N1
N1
N
N N
I I
N
IFEET
N N
N
-r
-r
N
-r
`
`-
°r-
8.
CHORD BEARS: S 879 35'00" W - 35.57 FEET TO THE END OF SAID CURVE;
�- r-
r
r
° �I
r `-
r`-
r` -r `-
r rt`
rr
r
r
r `- (�
r
t`
2.5 PAE
(BTU). ADDITIONAL
EASEMENTS WILL BE PROVIDED AS REQUIRED BY BTU.
° � " ON -0F THE SOUTHEAST -LINE OF TANG CAKE DRIVE FOR A
S 42 14 1Z W ALONG THE bXTENSl
i
--- -
I
Z
10' PUE
(TVI')
(�
�
�
(/') '
d_
U) U)
d
(n
Ni-
t/)
d n
� �
d
�
d
�
d
d
d
r} d
d
d
zi
d
i
TVP.
9.
THIS
LIES WITHIN THE STEEPLECHASE SANITARY SEWER IMPACT 'FEE. AREA.
DISTANCE OF 449.62 FEET,
.PROPERTY
(;
10.
LOTS ADJACENT
TO PUBLIC ALLEY 2 MUST HAVE ACCESS SOLELY FROM THE ALLEY.
„
° RIGHT-OF-WAY OF TANG CAKE DRIVE FOR A DISTANCE OF 67.00 FEET TO
N 41'45'43" 43 W ACROSS THE
�.�
'•= =>. - . ' -- -•_-
„-
1 0' PUE
10' PUE
WILL
OF
THE NORTHWEST LINE O ,
1_;
� �
(TVP.)
TVP.
(TYP-)
(
1 1.
EA CH LOT
INCHES IN CALIPEROR.
PROVIDE A MINIMUM OF 2 TREES OF AT LEAST 2 INC E
0.50'
_
--
-
--
-- --
I
ONE
4 INCH CALI
LIPER TREE PER ORDINANCE 3222.
E
° „ -
S 42 14 17 W ALONG THE NORTHWEST LINE OF TANG CAKE DRIVE FOR A DISTANCE OF 139.01 FEET
%
27.00
,
27.00
27.00
33.00 33.00
27.00
27:00
27,00 33.00
0
33.0
27.00
27.00
27.00:Lj
X3.00
7.
33.00 2 00
27.00
27.00
27.00'
27.70'
i
CURVE HAVING A RADIUS OF 25.00 FEET
TO THE BEGINNING OF A CLOCKWISES
N4fr 14' 17
-- -- ----- _ L
_ -: _ ° i
ALONG SAID�LTRVE THROUGIi A CENTRAL -ANGLE OF 90 00 00 FOR AN ARC DISTANCE OF 3927
AID EURVE ON- THE NORTHEAST
FEET CHORD BEARS. S 87.14 17 W 35:36 FEET TO THE END OF S _ __- _
F ( )
_ s
LINE OF GENERAL PARKWAY;• _ _-�_ -_ _, -_' SEE INSET A
�'i`11-t�,` I ARMORED AVENUE :.
r1RMORT, �" o
r l J W - 27 PAVEMENT
° " PARKWAY FOR A DISTANCE OF 65.00 FEET , - 2 > i 50 ROW E
N 47 45 43 W ALONG THE NORTHEAST LINE OF GENERAL PARK A c 0 R O�� � 7 I A � jMEI'� 7
INNING OF A CLOCKWISE CURVE HAVING A RADIUS OF 25.00 FEET; SEE INSET B
TO THE BEG c
L OF 90 00 00 FOR AN ARC DISTANCE OF 39.27 4 14 17 E 576,•®0
ALONG SAID CURVE THROUGH A CENTRAL ANGLE
• CURVE;
W - 35.36 FEET TO THE END OF SAID C ,
FEET CHORD. BEARS. N 02'45'43")
(
, , , , ,
- - - - - - -_- ' ' ' .27.00 27.00 _ 33.00 33.00 27.00 27.00 27.tl0 - �_3_ .00 _ _ 33:00_ 27.0.0_ 27.00 _ A27.00 27,00 26.50. I
27.00 27.00 27.00 33:00 _33.00 _27.00 - - - - .
N 47° 45'43" W ACROSS THE END OFA 24' PUBLIC ALLEY FOR A. DISTANCE OF 24.00 FEET TO THE __70
-
- -
GINNING OF A CLOCKWISE CURVE HAVING A RADIUS OF 25.00 FEET; T 10' PUE 20' PUE PUBLIC UTILITY
BE 10 PUE LOCK 24 (TYP.) (TYP.) EASEMENT
1TYP.
F
(TYP.) 7233/93
_ALONG SAID CURVE THROUGH A CENTRAL ANGLE 0 9 0° 00' 00 FOR AN ARC DISTANCE OF 39:27 1
• - THE END OF SAID CURVE ON THE NORTHEAST
FEET (CHORD BEARS. S 87 14 17 W 35.36 FEET) TO
LINE OF GENERAL PARKWAY _ I
W w w L,J w w w w u.) w w w w w w w w w W w
K) M , O P7 10 ID I O 10 i 7.5' PAE
22 _ 23 24 - . 25 26 27 - 28 29 - 30 31 2 (TYP.)
A T LINE OF GENERAL PARKWAY FOR A DISTANCE OF 65.00 FEET O O O O O 3 Q 33 Q 34 Q 35 0 2 O O pp O ff11 O O 0
N 47 45 43 W ALONG THE NORTHI S O O O 0 0 3 6 J7 3 0 0/ 40 41 4 o
IUS OF25.00FEET I. 1 I-' 01- OI 01- OI 0.1- OI O1. 01 01- 0) 01 OI- 01- 01, 01- 01- 01 OI 01- o
TO THE BEGINNING OF A CLOCKWISE CURVE HAVING A RAD . O : u7 u7 Ln LO LO Ln to • ;T
Ln L>7 LO Ln Ln LO
I I Lt> f�
LO d LO �}- LO �} LO d d d d d d d LO d i!) d LO �r d d d
� � d- : -
In cj- - r - r r- r - r r- r I �--.1 r- 1 : �-. 1 r- r - r 1 r ( r- 1 . r- 1 -
E F 0° 00' 00" FOR AN ARC DISTANCE OF 39.27 I I I I I 1 i
ALONG SAID CURVE THROUGH. A CENTRAL.ANGLE 0 9 I I I I
' f f t0
° , n y -
FEET (CHORD BEARS. N 02 45'43" W - 35.36 FEET) TO THE END OF SAID CURVE ON THE EXTENSION OF
10' PUE d �} tel• -4-
THE
THE SOUTHEAST LINE OF ARMORED AVENUE; ( U) (n U) U) M U) V) U) Cl)V) U) Cn U) U) V) U) (n U) 1
(TVP.) U) U) U) U)
I
N 42 14' 17 E ALONG THE EX TENSION OF THE SOUTHEAST LINE OF .ARMORED AVENUE' FOR A
_, ( I W
I
DISTANCE OF 16.50 FEET; I 10' PUE 10' PUE ( T C)
(TYP.) (TYP.) I „
- _ _
N 47'45'43"W ACROSS ARMORED AVENUE FOR A DISTANCE OF 50.00 FEET; _ _ _ _ _ __ _ _ _
THE BARRACKS it SUBDIV(SfON 17:00' 27.00 27.00 27.00 33.00' 33.00'^ 27.00 27.00' 27.00 33.00' 33.00' 27.00' 27.00 27.00 X3.00' 33.00' 27:00' 27.00' 27.00' 27.00 25.71 I
S 42° 14' 17" W ALONG THE EXTENSION OF THE NORTHWEST LINE OF ARMORED AVENUE FORA PHASE 105 , , , r
DISTANCE OF 16.50 FEET TO THE BEGINNING OF A CLOCKWISE CURVE HAVING A RADIUS OF 25.00 / 54' ,14 17 W - '91.71 ( _ (nom
FEET; PUBLIC ALLEY 2
24' ROW - 20' PAVEMENTd „
ALONG SAID CURVE THROUGH. A CENTRAL ANGLE OF 90° 00'00" FOR AN ARC DISTANCE OF 39.27 I J R
N4'L° 14' 17- 0,82' {
FEET (CHORD BEARS: S 87° 14' 17" W - 35.36 FEET) TO THE END OF SAID CURVE ON THE NORTHEAST
LINE OF GENERAL PARKWAY; I G
I
N 47° 45'43" W.ALONG THE NORTHEAST LINE OF GENERAL PARKWAY FOR A DISTANCE OF 95.00 FEET; I r
N 420 14' 17" E FOR A DISTANCE OF 644.85 FEET TO THE SOUTHWEST LINE OF OLD. WELLBORN ROAD � � �-
FOR THE NORTH CORNER OF THIS HEREIN DESCRIBED TRACT; I p -i
(TYP
17.00' 27.00' 27.00'
.00'_ . 33.00'_ 27.00'
27.00T103
27.00'
_ 27.00' __33.00' _
_ 33.00' 27.00'_
27.00'27.00'
DELTA
-33.00' _ _ 33.00' _
_ 27.00' _
27.00' _
27.00' 27.00'
24.8
39.27'
' PUE'
090'00'00"
25.00'
LOCK 25
S87'14'17"W
40 20 0 40
C2
39.27'
10' PUE
090'00'00'x'
20' PU
35.36'
(TYP.)
TANG CAKE DRIVE I
C3
39.27'
25.00'
090'00'00'
25.00'
35.36'
(TYP.)
(TYP
PUE W W
W W W LLJ
W
W Li
W W
W
W
W W
W
W
W W
W
t•O I'7
r0 r0 r7 r0
r')
r0 r�
r7 r0
M
r0
r7 r7
rO
I.O
rO r7
r7
1 A r_
I 0
vr;
E
i .
.
_-
OTHENCE: S 47° 04' 17' E ALONG THE SOUTHWEST LINE OF OLD WELLBORN ROAD FOR A DISTANCE OF -0 OId-OI--COI-I OIOI OIOI OIOIO OIOIOII
O I
a OI O (
516.34 FEET TO THE POINT OF BEGINNING CONTAINING 6.909 ACRES OF LANDMORE OR LESSAS OIO- O- O O- 01 O o O O 1 O - o - o O - O O
-oI �3,
PAE
, Ln to Lr) 0 InLO('P)Ln in inLLO L6 I d- 6 �REED ON THE GROUND. BEARING SYSTEM SHOWN HEREIN IS BASED ORNORTH AS to 6 'rILn 718Ln1 I I SUJ Inn LO In 2 3 5 9 121 13 14 1 21
ESTABLISHED FROM GPS OBSERVATION. 15 6 17 18
-
VICINITY MAI
>
d- dte- d-
..:;. _...
I
Ilk
• I
542' 14' 17W- 449:62'
_.,.� c:nl�r{r�1' I�r- r_.h:�l7l�s
F G •5� 11 ----` N/F STATE OF TEXAS
o s �0 1 - _ ,,.,, . - r. t i.h 1 i I n5tr utrlent 4ra5
r GQ •� HEATH PHILLIPS INVESTMENTS, LLC I hereby I_ert.li a _hns
I k '\P• _ e
G O 1 5
o -' .. - Filed for i et-ord i n ". REM. OF 108.88 AC I` i led on the date Tang time 'nGtatdPelj her Plan 'J hl.- I
� _ l _ - -
G ,t I, a r,ntj P,ga
a n
Curve Table
C
RVE #
LENGTH
RADIUS
DELTA
TANGENT
.CHORD
:CHORD DIRECTION.
=
C1
39.27'
25.00'
090'00'00"
25.00'
35.36'
S87'14'17"W
40 20 0 40
C2
39.27'
25.00'
090'00'00'x'
25.00'
35.36'
NO2'45'43"W
TANG CAKE DRIVE I
C3
39.27'
25.00'
090'00'00'
25.00'
35.36'
S87 -14'17"W
C4
39.27'
25.00'
090'00'00"
25.00`
35.36'
NO2'45'43"W
77,x,
C5
39.27'
25.00'
090'00'00"
25.00
35.36'
S87'1417
C6
39.57'
25.00'
09041'26"
25:30'
35.57'
S87'35'00"W
y.-
c
C7
1 38.97'
25.00'
089'18'34"
24.70'
35.14'
S02'25'00"E
C8
39.57'
25.00'
090'41'26"
25.30'
35.57'
N87'35'00"E
C9
38.97'
25.00'
d89'18'34°
24.70'
35.14'
S02'25'00"E
C10
39.57'
1, 25.00'
090'41'26"
25.30'
35.57'
N87 -35'00"E
C11
38.97'
25.00'
089'18'34"
24.70'
35.14'
NO2'.25'00"W
I
Ilk
• I
542' 14' 17W- 449:62'
_.,.� c:nl�r{r�1' I�r- r_.h:�l7l�s
F G •5� 11 ----` N/F STATE OF TEXAS
o s �0 1 - _ ,,.,, . - r. t i.h 1 i I n5tr utrlent 4ra5
r GQ •� HEATH PHILLIPS INVESTMENTS, LLC I hereby I_ert.li a _hns
I k '\P• _ e
G O 1 5
o -' .. - Filed for i et-ord i n ". REM. OF 108.88 AC I` i led on the date Tang time 'nGtatdPelj her Plan 'J hl.- I
� _ l _ - -
G ,t I, a r,ntj P,ga
a n
I
■
O
cb �V �1
C},_H J:; aJ1J}IIY
kl\
Evil
=
10' PUE10' PUE I
` (TYP-) ([�) ! PUBLIC UTILITY
(
v' ,,, fill! Ii1�R1�10 G
wig
�4i Go P
- - - - - - - . -_ _ . - - - - - - - - -- - -_�__. - -^ EASEMENT
G 7233/93
1-13-31F
i,� -
Ci 17.00 27.00' 27.00' 27.00' 33.00' 24.99' 27.00' 27.00' 27.00' 33.00' 33.00' 27.00' 27.00' 2-3 33.00' 33.00 27.00 27:00' 27.00 27.00' 24.04' (
40 20 0 40
S 214 17 TV_13-901' 4214'17° -451.0..7
_ f
L
TANG CAKE DRIVE I
F.�IOn: .1k1T'{
0 ; 1As
TANG C.AII LLE lDRIVl_.6TROI
:
LEGEND L i 1 (
67' ROW = 38' PAVEMENT
1
I
Ilk
• I
542' 14' 17W- 449:62'
_.,.� c:nl�r{r�1' I�r- r_.h:�l7l�s
F G •5� 11 ----` N/F STATE OF TEXAS
o s �0 1 - _ ,,.,, . - r. t i.h 1 i I n5tr utrlent 4ra5
r GQ •� HEATH PHILLIPS INVESTMENTS, LLC I hereby I_ert.li a _hns
I k '\P• _ e
G O 1 5
o -' .. - Filed for i et-ord i n ". REM. OF 108.88 AC I` i led on the date Tang time 'nGtatdPelj her Plan 'J hl.- I
� _ l _ - -
G ,t I, a r,ntj P,ga
a n
I
■
O
cb �V �1
C},_H J:; aJ1J}IIY
a 111 _
9627/73. 1n'3 trjas lulu rr'_'�rtled In ch_ . _
Evil
>,
v' ,,, fill! Ii1�R1�10 G
wig
�4i Go P
1-13-31F
ZONED PDD ai the iJff tt_in.l. I'uhlic r'_ta0rd5 ref:
40 20 0 40
Jan 20r2015 at
F.�IOn: .1k1T'{
0 ; 1As
SCALE IN FEET I
:
`-� r'
a
l=lCtrS
•' c_, MI(�lilill Irr�N�� 1 i=; -
r
n: stamped heri?ta(1 0i me,
t• rl r/��r��ri��lCl(rlll ,',111111111 �
10
� ®I
77,x,
,
t el `.
kl.lreb :.r
- t �:
l.fl rl?.,Qi
f
i
Jan
9 ..
=' riiln 1 10 :lilli"tiklif
■mrr iiur�Kaiimnm
SMI
.I
� i
"fir♦„ A� = - =
y.-
c
Ar11oirnt
11
i
- a :r(r a5 (:oilntu { Ierk, I NSET B
�l \ �E� � ; � lr }
'i '.� c-,-,G,,i' 1 },tire{1 t' --.u__ • „
CERTIFICATE OF OWNERSHIP AND DEDICATION -1 - r er ,sJc�,t gr?ii70t C:1jIJ1}f1 I'
�.. h.eCe i I 1 HUmb / N.T.S. N.T.S.
STATE OF TEXAS
U TY OF BRAZOS � (;,phh l e E•(+.}te[' �' �
CON CERTIFICATE OF THE SURVEYOR CERTIFICATE OF PLANNING AND ZONING COMMISSION �---' -
1 Heath Phillips, Manager of. Heath' Phillips Investments, LLC, owner and
P, g P
�� e Planning and Zoning
-.: _ I \ Charman of th
, designated nate herein , 9
:the 6.906 acre tract shown on this plat, and d s d STATE OF TEXAS
developer of P 9
a
Station, Texas :,here
b certifyth t the
Commission of , College St
.the City of Coll. Y�
College Station g\
he Cit of Co COUNTY OF BRAZOS Y
i Phase 10 in t C
as The Barracks II Subdivision, a 8
Y 9
B 2
t Commission on the,A___?_ da of _
LOCK �
attached plat was:.dui` :a approved b y
n whose name is subscribed hereto hereby dedicate to the use of P Y PP Y
Texas, and Y ARMORED AVENUE
c)e ORE V UE I:FINA P
cw
o
public forever all streets alleys, arks greenways, infrastructure, i Brad Kerr Registered Professional Land Surveyor N : 502 the State
2 ---
the _pub y, P 9 Y, 9 Y
n public laces thereon` shown for the purpose and consideration Texas hereby certify that this plat Is true and car a w prepared
� \ 50' Row - 2T PAVEMENT \ i
.easements and p p P P y Y P P P therein expressed. All such dedications shall be in fee simple unless expressly from an actual survey of the property and that e perty markers and
P \ \
provided otherwise. monuments were placed under my supeyvisi o the group 1
p TIDE BARRACKS II SUBDIVISION
Chairm
OF 7"1-,
R.P.L.S. No, 1 2 -
Heath Phillips, Manager �r,r'Ct�;�;
PHASE 108 6.906 ACES
0.50'
{
( 0.50 BLOCK 23 LOTS 1-21
,�,� .,.:• .,: • ; BLOCK 24, LOTS 22-42
- 502
BLOCK 25, LOTS 1-21
CERTIFICATE OF THE COUNTY CLERK
STATE OF TEXAS \<'- LIIR t�
--� 22 23 CR.AWFORD BURNETT LEAGUE, A-7
COUNTY OF BRAZOS STATE OF TEXAS
COUNT OF BRAZOS
appeared Heath 1 COLLEGE S'T'ATION, BRAZOS COUNTY, TEXAS
Before me, the undersigned authority, on this day personally \ \
Phillips, known to me to be the person whose 'name is subscribed to the CERTIFICATE OF CITY ENGINEER C U County Clerk in and for said county, do
P . I, _��.�:_�1_ �_�'� G Y • ,' .. Y . � � JULY 201 4
foregoing instrument, and acknowledged to me that he executed the same for PP hereb certify that this lat to ether wi h its certifica s of authentication ARMORED AVENUE 1
therein d. I L Cit Engineer of the Cit of College Station Y Y P 9 U dttUat \ ! \
the purpose and consideration t e state-- ----, Y 9 Y 9 was .filed for record in my office the - - day of - - - --- 50' Row - 2T PavEMENT
Texas hereby certify that this Subdivision conforms to the requirements of - ; �Z`-1 / BLOCK 24 / S,URVEYOR: ENGINEER:
w. Y Y q 20-15-, in the Deed Records of Brazos County, Texas, in Volume J.-tl-
Given under m hand and seal on this 66 da of _S 1V oe _-; the Subdivision Regulations of the Cit of College Station, Texas. BRAD KERR, RPLS No. 4502
Y Y 9 Y 9 Page �2_-. / \ / KE,RR SURVEYING, LLC ngineering, LLG .
201 .
469 N. TEXAS AVE.
: WITNESS my hand and official Seal, at my office in Bryan, Texas.
BRYAN, TEXAS 77803
979.268.3195
------ \
2730 GE STATE STATION,.
T SUITE A
_ ity Engineer s
5 COLLEGE STATION,. TEXAS 77845
RICHARD C:' FlORES
.979.764.3900
. -
Notar ubhc, Brazos County, Texas l�'Y7 -----
C��� _ _,
_ -
Y Y �° �_ Notary Public, State � � �Or _ ., : • County Clerk OWNER�DEVELOPER:
My Commission Expires � �• -• � --, -..:-: � Brazos .Count Texas -
TREES REQUIRED I.
Y, HEATH PHILLIPS INVESTMENTS, LLC
March 29, 2016 - _ _ - - P.G. BOX 262Is
I 'Milo. _ .. -
,n
: K c� ,
�
WELLBORN, TEXAS 77881
v
y 979.229.5906 es -_ a
Ike _ LA+✓rk SCALE. 1 40
!
i
■
Evil
>,
v' ,,, fill! Ii1�R1�10 G
wig
•' c_, MI(�lilill Irr�N�� 1 i=; -
r
t• rl r/��r��ri��lCl(rlll ,',111111111 �
10
� ®I
77,x,
9 ..
=' riiln 1 10 :lilli"tiklif
■mrr iiur�Kaiimnm
SMI
.I
� i
"fir♦„ A� = - =
'i '.� c-,-,G,,i' 1 },tire{1 t' --.u__ • „
CERTIFICATE OF OWNERSHIP AND DEDICATION -1 - r er ,sJc�,t gr?ii70t C:1jIJ1}f1 I'
�.. h.eCe i I 1 HUmb / N.T.S. N.T.S.
STATE OF TEXAS
U TY OF BRAZOS � (;,phh l e E•(+.}te[' �' �
CON CERTIFICATE OF THE SURVEYOR CERTIFICATE OF PLANNING AND ZONING COMMISSION �---' -
1 Heath Phillips, Manager of. Heath' Phillips Investments, LLC, owner and
P, g P
�� e Planning and Zoning
-.: _ I \ Charman of th
, designated nate herein , 9
:the 6.906 acre tract shown on this plat, and d s d STATE OF TEXAS
developer of P 9
a
Station, Texas :,here
b certifyth t the
Commission of , College St
.the City of Coll. Y�
College Station g\
he Cit of Co COUNTY OF BRAZOS Y
i Phase 10 in t C
as The Barracks II Subdivision, a 8
Y 9
B 2
t Commission on the,A___?_ da of _
LOCK �
attached plat was:.dui` :a approved b y
n whose name is subscribed hereto hereby dedicate to the use of P Y PP Y
Texas, and Y ARMORED AVENUE
c)e ORE V UE I:FINA P
cw
o
public forever all streets alleys, arks greenways, infrastructure, i Brad Kerr Registered Professional Land Surveyor N : 502 the State
2 ---
the _pub y, P 9 Y, 9 Y
n public laces thereon` shown for the purpose and consideration Texas hereby certify that this plat Is true and car a w prepared
� \ 50' Row - 2T PAVEMENT \ i
.easements and p p P P y Y P P P therein expressed. All such dedications shall be in fee simple unless expressly from an actual survey of the property and that e perty markers and
P \ \
provided otherwise. monuments were placed under my supeyvisi o the group 1
p TIDE BARRACKS II SUBDIVISION
Chairm
OF 7"1-,
R.P.L.S. No, 1 2 -
Heath Phillips, Manager �r,r'Ct�;�;
PHASE 108 6.906 ACES
0.50'
{
( 0.50 BLOCK 23 LOTS 1-21
,�,� .,.:• .,: • ; BLOCK 24, LOTS 22-42
- 502
BLOCK 25, LOTS 1-21
CERTIFICATE OF THE COUNTY CLERK
STATE OF TEXAS \<'- LIIR t�
--� 22 23 CR.AWFORD BURNETT LEAGUE, A-7
COUNTY OF BRAZOS STATE OF TEXAS
COUNT OF BRAZOS
appeared Heath 1 COLLEGE S'T'ATION, BRAZOS COUNTY, TEXAS
Before me, the undersigned authority, on this day personally \ \
Phillips, known to me to be the person whose 'name is subscribed to the CERTIFICATE OF CITY ENGINEER C U County Clerk in and for said county, do
P . I, _��.�:_�1_ �_�'� G Y • ,' .. Y . � � JULY 201 4
foregoing instrument, and acknowledged to me that he executed the same for PP hereb certify that this lat to ether wi h its certifica s of authentication ARMORED AVENUE 1
therein d. I L Cit Engineer of the Cit of College Station Y Y P 9 U dttUat \ ! \
the purpose and consideration t e state-- ----, Y 9 Y 9 was .filed for record in my office the - - day of - - - --- 50' Row - 2T PavEMENT
Texas hereby certify that this Subdivision conforms to the requirements of - ; �Z`-1 / BLOCK 24 / S,URVEYOR: ENGINEER:
w. Y Y q 20-15-, in the Deed Records of Brazos County, Texas, in Volume J.-tl-
Given under m hand and seal on this 66 da of _S 1V oe _-; the Subdivision Regulations of the Cit of College Station, Texas. BRAD KERR, RPLS No. 4502
Y Y 9 Y 9 Page �2_-. / \ / KE,RR SURVEYING, LLC ngineering, LLG .
201 .
469 N. TEXAS AVE.
: WITNESS my hand and official Seal, at my office in Bryan, Texas.
BRYAN, TEXAS 77803
979.268.3195
------ \
2730 GE STATE STATION,.
T SUITE A
_ ity Engineer s
5 COLLEGE STATION,. TEXAS 77845
RICHARD C:' FlORES
.979.764.3900
. -
Notar ubhc, Brazos County, Texas l�'Y7 -----
C��� _ _,
_ -
Y Y �° �_ Notary Public, State � � �Or _ ., : • County Clerk OWNER�DEVELOPER:
My Commission Expires � �• -• � --, -..:-: � Brazos .Count Texas -
TREES REQUIRED I.
Y, HEATH PHILLIPS INVESTMENTS, LLC
March 29, 2016 - _ _ - - P.G. BOX 262Is
I 'Milo. _ .. -
,n
: K c� ,
�
WELLBORN, TEXAS 77881
v
y 979.229.5906 es -_ a
Ike _ LA+✓rk SCALE. 1 40
!
i