HomeMy WebLinkAboutJEFFERSON COMMONS AT COLLEGE STATION PP (2000);►
t
t
t
1
t
t
t
'
t
3z
I
1
O�
1
'
'
1
4 v
tpt
1
m
DARTMOUTH ADDITION ;
O
BLOCK ONE, LOT 3 1
V
2.02 ACRES i
Qm X
I w
i a
' 0
I ,
73.8'
'
1
1
1
EXISTING 24"
STORM SEWER
1 /2" IRON
REMAINDER
THM
8.973 ACRES
VOL. 3051, PG. 181
36" R.C.P.
18' SANITARY SEWER LINE
o�
al
CIO
cz
C
c_
C»
C
w
rs
c
0
0
0
CU
c
m
Cu
In
ti
Q
Q
� ; I
I ' I
I 1
=N : •
m I 1 �' `
1 I I LOT 19 ''• '�'y f�',';'
1 LOT 16
O I I l= .`�. ,frj
i(}' DRIVE 5
- - CROSS TIMBERS N 0' R.O. W.
+ 'a
:,• ;" LOT 20
1 1
1'.1 Z I 1 1 1 1
\: LOT 16 z 1 1 LOT 21 / 1 z_ m' ' W w o ' z ' a: i
W i I LOT 18 fir- j,, a I 1 r 1 1 cn m 1 w r
m z 1 Q et O a .1 O O
+• I I w � I 1 Q cn o p3 1 I N I 1
' ' o M �' o w 04 N I 1 '�` N a Q m 1 Q I a. r` < w I w I I 1 M
1 t ► 1 I BENCHMARK 7: SQUARE N co I W I V m m
SET CONCRETE m N twn i w o 1- ' , N 0 N N I I w N N
0 o I BENCHMARK #2: SQUARE LOT 17 '► , ;�^� 1 n ru w 1 i ELEVc 279.51 NF H '�` i I `J o o i i� F- O w z F- E- I w 3 I- t- La z N i jn i i O
�n o j IN CONCRETE I t a� BLOCK rna`i Z I r ocn O o -1 ( I I o O I J w _ z O �
J I 1 J I O I O F I F) , L,_ I -, ID Y_ I 'JI I Z- I 11
ELEV: 280.30 t + p 1 I 1 / z � I t o (w x ' I' o I I z °D I -' w x' I' z °0 I I -' z `V I O i ( 1 1
t t o f I LOT 22 I �m �, p �,o ' I N o -'a o I o- I
I o I o m , I wm, c., , 1 1 yT BENCHMARK #5: SQUARE
' /�� 1 j I n n„ Ix1- ' t I z l o I
B�O..K vc.E wm 1 i- "' I z N, 1 1 z a ," I W ON HEADWALL
EXISTING 24" I 20' UTILITY I _ a ELEV: 281.69
10' UTILITY / OI x I = " B �K =±I, = I 1
/ 1 EASEMENT STORM SEWER -_\ �, ' _ _ _ j �SEME ----- + y _ 8" �T PIPE ------------- ' Ik ' p N ' T U --T-
L T '�_ �� =_ ' - - ------------- ----- -- - 20_UTI EAS ENT
4157 5 / `` ` ' / - N 41'46'00"E _-CHAIN LINK E P0059
- - `�` 2T23"
--------N 42'0723"E_------- - `------- - -
ROD FOUND- r-- _ _ _ ___118.14_______ \ � -� 22555' � � � -- -
t
� I
t
LOT 1
t
t
t
{ -- -- ------------1- - N 4155 J E----- - _ �; .... ,; ; - `.
ri ---- -
' - 172.14' ``S- ti `-- w----------------- �, -- - - -N 422253E 1-�- 1/r IRON
1 \ 1/2" IRON 1/2" IRON \ z STORM 171.E9 v i.--- �,; ;}};1 �� ` 1- 1 ROD FOUND R00 FOUND STORM 1 /2" IRON ii a a o I- 190.28' ROD FOUND �'`
tn- \ \ / o za
pm 1 / SEWER o SEWER ROD FOUND ( z wW z `�`, 1 , „ ',,:N
ao 1 , I/ 3 o L EXISTING 24" 1 "II 10' UTILITY EASEMENT MANHOLE MANHOLE o (p F_ a
c w w t u O �, ,, n 0' CRE050TE P05T 8R5.
uj !- - , z z 3 J z 's- tnF ,i I ,I,r ,, 5 36"10'11"1:�2.5'
t ' \ o w w 'goal w w STORM SEWER , ;I,,
W; '------- \ W e- Jam.. '''" z // 1,_ Z� �aN p V) / � �
W ,ti �t'' " // '�\1 / Z o BYO-wZ'°''jv-O d: �/ \ o-
pd ----------• Q / -' -280 -' Z U,ZI,j
Off. --- --.. _ z z OK �O O ? Z 3 1 i,t;,
- i
-' -
,um 1 --2 `-__
' p o cu Z
'
,
---------------------279' ---
1 ------- ''- -
280
. 1 "- ----------------------------.-------------- ----------------- _ _ - i►,'I '„;,
' 278---------'"
(14
-----279-----`.
LJ
EXISTING 30" 1 i I I '2
STORM SEWERLLJ
1, j to
`-' ------ --' `'. __ 1 .III �,It W,
T---- ----- , ,----------278-- 1 401, 111,
i r` iti III`_ gLiao
I LaI II I II m
-to
0
i 1`3 I 1
-- I 1'IlI 1111 >o
1 ,
t ------ (a Z o
u O
' O 'I ' ' LLJ 1 1
Lj Ito
CONCRETEI
1.2' S.W� 1 1,
-----
10' RECESSED ) %' ry 1 o i i II ; ICI
HENRY ETTA MADISON
J 9.143 ACRES
TRACT NO. 1
VOL. 334, PG. 362
----
' '.4" CREOSOTE POST '' --
15.162 ACRE TRACT .;I ` I 0.4' N.E.
_ LOT 1, BLOCK 1
Wy
Jm ;
4" CREOSOTE POST _ \ �' ; ( 1--J `: ; 11;
�k \- 0.6 N.E. , ``, \ b ; ( 1 , 1
`
KL
O - N 4z
v t-1 N \. 26' P05T OAK BR5.
5 55"55'29W 1.7'
1/2" IRON ROD FOUND
R5. N 37"45'29"W-1.54'
`------------
e-
,
4" CREOSOTE POST` i --- \\ i ' L-- `'
0.8' N.E.
cV
EXISTING 30
"• ' ; ``'�`?�3 -----, - �\ -'--'r /// I I :: / f� N``.
a w STORM SEWER , ----- ,-- \ --- -278---
rN
vim
n.
' CITY OF COLLEGE STATION 1
1- ' PERPETUAL EASEMENT FOR ---
`y PUBLIC UTILITIES AND STREET `---''-2'5
� '
1``-- VOL. 978, PG. 129 ----- \,``,'r /
a
,
�,1 o ui , W Lt! 1- _ `, r
to ; a - _
-- - _
`'� -`` w N q til J
EL - c
10' RECESSED; I cn vi Z m -- o t,l ; ' ry1� d w 1 rl
v' N - o vi a „
INLET i IY t0 ul W It N j"' W O •__-- tJ ��`S N �'----
/' `. 1.6' S.W. I m Q O '` , ` O N -- ' m e- , 1 `/ W
'
_ 1
-fir • E O - Q'O "--- --' �-- 7 - - __, , � O 1 V '� �; , ; , �`�ri�', ` `� `• '
15 BUILDING UN m `�'` _
---------- ----- --- _ a -- W a
, 1
-- '
..�-----------------------
_-.-- UTILITYEASEMENT
._ ;' �j•3 D,
O 02'1NN8
_
30" R.C.P.* 24" R.0 P „ , , ,, - _ __-
S 18 R.C.P. ,-- ' CRETE;;SIDEW. r, } L- -
SEE INSET B' - _ f -----s -- _- $ a I ,., :. '
8" CLAY 18" DUCTILE IRON PIPE _' - G.T.E. PEDESTAL j ► 4-�---
EXISTING 48" PIPE EXISTING 1" KRENEK TAP ROAD^�60' R O iif EXISTING 8" 12" DUCTILE IRON PIPE --
STORM SEWER
1 /2" IRON
ROD FOUND
INSET * C
- FIRE HYDRANT
WATER LINE 09' B.C. TO B.C. ASPHALT PAVEMENT) WATER LINE wl� LINE _ - �I n 1 (2) 6'x6' CONCRETE
BENCHMARK #'4: RAILROAD BOX CULVERTS
SPIKE IN POWER POLE -_" EXISTING 6"
1
_ -'' >/
- - - - - - - " ELEV. .r 2��
BENCHMARK "E': TOP - - - - - - - - _ - _ - 27255 WATER LINE
{ Is+
v 1
EXISTING 8WATER LINE -
BACK - - - -- - -
OF FIRE HYDRANT BACK OF CURB
ELEV. 273.56 BENCHMARK #3: SQUARE m ate,
IN CONCRETE .......•'�t•, a
ELEV. 272.76 vi ,�6y%'y); ; ''.. SEE INSET V
m '•:
t• � 1111��(
I IRON
-'' B' CRF-050M P05T 8R5.
LLJ...._.....� ...........W .... ROD FOUND
1� N 01019'07" E 1.2'
a ui > vi m vi
Elf
W 17 W 17 W h
O Q Q O
a 3 3
1*61
EXISTING 24"-
STORM SEWER
280.58
TOE=274.96
PROPERTY LINE
276.85
" -........_......
TOE=274.85 •••••-•
TOE=274.87
INSET ' X
HEADWALL DETAIL
36"
ON HEADWALL
ELEV. 281.69
'EXISTING 24"
STORM SEWER
TOE=275.04
276.90
NOT TO SCALE
L
-1/2"
ROD
(- EXISTING 48"
INSET "Be STORM SEWER
30' R.C.P.*
3'T
BACK OF C
NOT TO SCALE
264.27
266.43
264.29
�- 264.26
271.48 ' ,, C(3NCREfE TL}F� OF SIDEWALK
TOP OF SIDEWALK ^StD11VALl� .:
INSET ' C -----
HEADWALL DETAIL NOT TO SCALE
271.53 271.52
TOP OF SIDEWALK CpNORFTF,2' TOP OF SIDEWALK
264.17
264.17 -
PROPERTY -'
LINE
265.78 265.76
INSET ' V
HEADWALL DETAIL NOT TO SCALE
w
J
U
0
0
Z
NOTES:
1. BEARINGS ARE BASED ON PLAT CALL BEARINGS OF DARTMOUTH CROSSING
ACCORDING TO THE PLAT RECORDED IN VOL. 3127, PG. 15.
2. THE SUBJECT TRACT DOES NOT LIE WITHIN THE 100 YEAR FLOODPLAIN
ACCORDING TO THE F.E.M.A. FLOOD INSURANCE RATE MAP FOR BRAZOS
COUNTY, TEXAS AND INCORPORATED AREAS. COMMUNITY NO. 480083, PANEL
NO. 0144C, MAP NO. 48041 CO144C. EFFECTIVE DATE: JULY 2, 1992.
3. THE DIRECTION AND DISTANCE SHOWN TO PHYSICAL OBJECTS ALONG THE
PERIMETER ARE FROM THE RECONSTRUCTED DEED LINE TO THE OBJECT
SHOWN.
S 4213010211N
2.-!
w E
J
a LL'
vi
w 0
N
4. ALL BUILDING SETBACK LINES ARE ESTABLISHED BY THE CITY OF
COLLEGE STATION ZONING ORDINANCE NO. 1638.
25' FRONT SETBACK
15' SIDE SETBACK
10' REAR SETBACK
5. CURRENT ZONING: R-5.
L)
1Z
W
SANITARY SEWER MANHOLE
SANITARY SEWER LINE
STORM SEWER MANHOLE
STORM SEWER LINE
GTE PEDESTAL
GTE LI N E
TELEVISION PEDESTAL
TELEVISION CABLE
WATER METER
WATER LINE
WATER VALVE
FIRE HYDRANT
OVERHEAD ELECT. LINE
POWER POLE
LIGHT POLE
WOOD FENCE
(& FENCE CORNER)
CHAIN LINK FENCE
WIRE FENCE
■
�S
--ST
T
Tv
G)
u811
E
OF
JEFFERSON COMMONS
AT COLLEGE STATION
15.162 ACRE TRACT
MORGAN RECTOR SURVEY, A-46
COLLEGE STATION, BRAZOS COUNTY, TEXAS
OWNER DEVELOPER
JPI STUDENT HOUSING JPI APARTMENT DEVELOPMENT, LP
600 EAST LAS COLINAS, SUITE 1800 600 EAST LAS COLINAS, SUITE 1400
IRVING, TEXAS 75039 IRVING, TEXAS 75039
(972) 556-3867 (972) 556-3867
SCALE: 1 "=60' APRIL 19, 2000
PREPARED BY:
KLING ENGINEERING & SURVEYING
4103 TEXAS AV. + P.O. BOX 4234 + BRYAN,TEXAS + PH.409/846-6212
041\046060
HENRY ETTA MADISON
J 9.143 ACRES
TRACT NO. 1
VOL. 334, PG. 362
----
' '.4" CREOSOTE POST '' --
15.162 ACRE TRACT .;I ` I 0.4' N.E.
_ LOT 1, BLOCK 1
Wy
Jm ;
4" CREOSOTE POST _ \ �' ; ( 1--J `: ; 11;
�k \- 0.6 N.E. , ``, \ b ; ( 1 , 1
`
KL
O - N 4z
v t-1 N \. 26' P05T OAK BR5.
5 55"55'29W 1.7'
1/2" IRON ROD FOUND
R5. N 37"45'29"W-1.54'
`------------
e-
,
4" CREOSOTE POST` i --- \\ i ' L-- `'
0.8' N.E.
cV
EXISTING 30
"• ' ; ``'�`?�3 -----, - �\ -'--'r /// I I :: / f� N``.
a w STORM SEWER , ----- ,-- \ --- -278---
rN
vim
n.
' CITY OF COLLEGE STATION 1
1- ' PERPETUAL EASEMENT FOR ---
`y PUBLIC UTILITIES AND STREET `---''-2'5
� '
1``-- VOL. 978, PG. 129 ----- \,``,'r /
a
,
�,1 o ui , W Lt! 1- _ `, r
to ; a - _
-- - _
`'� -`` w N q til J
EL - c
10' RECESSED; I cn vi Z m -- o t,l ; ' ry1� d w 1 rl
v' N - o vi a „
INLET i IY t0 ul W It N j"' W O •__-- tJ ��`S N �'----
/' `. 1.6' S.W. I m Q O '` , ` O N -- ' m e- , 1 `/ W
'
_ 1
-fir • E O - Q'O "--- --' �-- 7 - - __, , � O 1 V '� �; , ; , �`�ri�', ` `� `• '
15 BUILDING UN m `�'` _
---------- ----- --- _ a -- W a
, 1
-- '
..�-----------------------
_-.-- UTILITYEASEMENT
._ ;' �j•3 D,
O 02'1NN8
_
30" R.C.P.* 24" R.0 P „ , , ,, - _ __-
S 18 R.C.P. ,-- ' CRETE;;SIDEW. r, } L- -
SEE INSET B' - _ f -----s -- _- $ a I ,., :. '
8" CLAY 18" DUCTILE IRON PIPE _' - G.T.E. PEDESTAL j ► 4-�---
EXISTING 48" PIPE EXISTING 1" KRENEK TAP ROAD^�60' R O iif EXISTING 8" 12" DUCTILE IRON PIPE --
STORM SEWER
1 /2" IRON
ROD FOUND
INSET * C
- FIRE HYDRANT
WATER LINE 09' B.C. TO B.C. ASPHALT PAVEMENT) WATER LINE wl� LINE _ - �I n 1 (2) 6'x6' CONCRETE
BENCHMARK #'4: RAILROAD BOX CULVERTS
SPIKE IN POWER POLE -_" EXISTING 6"
1
_ -'' >/
- - - - - - - " ELEV. .r 2��
BENCHMARK "E': TOP - - - - - - - - _ - _ - 27255 WATER LINE
{ Is+
v 1
EXISTING 8WATER LINE -
BACK - - - -- - -
OF FIRE HYDRANT BACK OF CURB
ELEV. 273.56 BENCHMARK #3: SQUARE m ate,
IN CONCRETE .......•'�t•, a
ELEV. 272.76 vi ,�6y%'y); ; ''.. SEE INSET V
m '•:
t• � 1111��(
I IRON
-'' B' CRF-050M P05T 8R5.
LLJ...._.....� ...........W .... ROD FOUND
1� N 01019'07" E 1.2'
a ui > vi m vi
Elf
W 17 W 17 W h
O Q Q O
a 3 3
1*61
EXISTING 24"-
STORM SEWER
280.58
TOE=274.96
PROPERTY LINE
276.85
" -........_......
TOE=274.85 •••••-•
TOE=274.87
INSET ' X
HEADWALL DETAIL
36"
ON HEADWALL
ELEV. 281.69
'EXISTING 24"
STORM SEWER
TOE=275.04
276.90
NOT TO SCALE
L
-1/2"
ROD
(- EXISTING 48"
INSET "Be STORM SEWER
30' R.C.P.*
3'T
BACK OF C
NOT TO SCALE
264.27
266.43
264.29
�- 264.26
271.48 ' ,, C(3NCREfE TL}F� OF SIDEWALK
TOP OF SIDEWALK ^StD11VALl� .:
INSET ' C -----
HEADWALL DETAIL NOT TO SCALE
271.53 271.52
TOP OF SIDEWALK CpNORFTF,2' TOP OF SIDEWALK
264.17
264.17 -
PROPERTY -'
LINE
265.78 265.76
INSET ' V
HEADWALL DETAIL NOT TO SCALE
w
J
U
0
0
Z
NOTES:
1. BEARINGS ARE BASED ON PLAT CALL BEARINGS OF DARTMOUTH CROSSING
ACCORDING TO THE PLAT RECORDED IN VOL. 3127, PG. 15.
2. THE SUBJECT TRACT DOES NOT LIE WITHIN THE 100 YEAR FLOODPLAIN
ACCORDING TO THE F.E.M.A. FLOOD INSURANCE RATE MAP FOR BRAZOS
COUNTY, TEXAS AND INCORPORATED AREAS. COMMUNITY NO. 480083, PANEL
NO. 0144C, MAP NO. 48041 CO144C. EFFECTIVE DATE: JULY 2, 1992.
3. THE DIRECTION AND DISTANCE SHOWN TO PHYSICAL OBJECTS ALONG THE
PERIMETER ARE FROM THE RECONSTRUCTED DEED LINE TO THE OBJECT
SHOWN.
S 4213010211N
2.-!
w E
J
a LL'
vi
w 0
N
4. ALL BUILDING SETBACK LINES ARE ESTABLISHED BY THE CITY OF
COLLEGE STATION ZONING ORDINANCE NO. 1638.
25' FRONT SETBACK
15' SIDE SETBACK
10' REAR SETBACK
5. CURRENT ZONING: R-5.
L)
1Z
W
SANITARY SEWER MANHOLE
SANITARY SEWER LINE
STORM SEWER MANHOLE
STORM SEWER LINE
GTE PEDESTAL
GTE LI N E
TELEVISION PEDESTAL
TELEVISION CABLE
WATER METER
WATER LINE
WATER VALVE
FIRE HYDRANT
OVERHEAD ELECT. LINE
POWER POLE
LIGHT POLE
WOOD FENCE
(& FENCE CORNER)
CHAIN LINK FENCE
WIRE FENCE
■
�S
--ST
T
Tv
G)
u811
E
OF
JEFFERSON COMMONS
AT COLLEGE STATION
15.162 ACRE TRACT
MORGAN RECTOR SURVEY, A-46
COLLEGE STATION, BRAZOS COUNTY, TEXAS
OWNER DEVELOPER
JPI STUDENT HOUSING JPI APARTMENT DEVELOPMENT, LP
600 EAST LAS COLINAS, SUITE 1800 600 EAST LAS COLINAS, SUITE 1400
IRVING, TEXAS 75039 IRVING, TEXAS 75039
(972) 556-3867 (972) 556-3867
SCALE: 1 "=60' APRIL 19, 2000
PREPARED BY:
KLING ENGINEERING & SURVEYING
4103 TEXAS AV. + P.O. BOX 4234 + BRYAN,TEXAS + PH.409/846-6212
041\046060
4" CREOSOTE POST` i --- \\ i ' L-- `'
0.8' N.E.
cV
EXISTING 30
"• ' ; ``'�`?�3 -----, - �\ -'--'r /// I I :: / f� N``.
a w STORM SEWER , ----- ,-- \ --- -278---
rN
vim
n.
' CITY OF COLLEGE STATION 1
1- ' PERPETUAL EASEMENT FOR ---
`y PUBLIC UTILITIES AND STREET `---''-2'5
� '
1``-- VOL. 978, PG. 129 ----- \,``,'r /
a
,
�,1 o ui , W Lt! 1- _ `, r
to ; a - _
-- - _
`'� -`` w N q til J
EL - c
10' RECESSED; I cn vi Z m -- o t,l ; ' ry1� d w 1 rl
v' N - o vi a „
INLET i IY t0 ul W It N j"' W O •__-- tJ ��`S N �'----
/' `. 1.6' S.W. I m Q O '` , ` O N -- ' m e- , 1 `/ W
'
_ 1
-fir • E O - Q'O "--- --' �-- 7 - - __, , � O 1 V '� �; , ; , �`�ri�', ` `� `• '
15 BUILDING UN m `�'` _
---------- ----- --- _ a -- W a
, 1
-- '
..�-----------------------
_-.-- UTILITYEASEMENT
._ ;' �j•3 D,
O 02'1NN8
_
30" R.C.P.* 24" R.0 P „ , , ,, - _ __-
S 18 R.C.P. ,-- ' CRETE;;SIDEW. r, } L- -
SEE INSET B' - _ f -----s -- _- $ a I ,., :. '
8" CLAY 18" DUCTILE IRON PIPE _' - G.T.E. PEDESTAL j ► 4-�---
EXISTING 48" PIPE EXISTING 1" KRENEK TAP ROAD^�60' R O iif EXISTING 8" 12" DUCTILE IRON PIPE --
STORM SEWER
1 /2" IRON
ROD FOUND
INSET * C
- FIRE HYDRANT
WATER LINE 09' B.C. TO B.C. ASPHALT PAVEMENT) WATER LINE wl� LINE _ - �I n 1 (2) 6'x6' CONCRETE
BENCHMARK #'4: RAILROAD BOX CULVERTS
SPIKE IN POWER POLE -_" EXISTING 6"
1
_ -'' >/
- - - - - - - " ELEV. .r 2��
BENCHMARK "E': TOP - - - - - - - - _ - _ - 27255 WATER LINE
{ Is+
v 1
EXISTING 8WATER LINE -
BACK - - - -- - -
OF FIRE HYDRANT BACK OF CURB
ELEV. 273.56 BENCHMARK #3: SQUARE m ate,
IN CONCRETE .......•'�t•, a
ELEV. 272.76 vi ,�6y%'y); ; ''.. SEE INSET V
m '•:
t• � 1111��(
I IRON
-'' B' CRF-050M P05T 8R5.
LLJ...._.....� ...........W .... ROD FOUND
1� N 01019'07" E 1.2'
a ui > vi m vi
Elf
W 17 W 17 W h
O Q Q O
a 3 3
1*61
EXISTING 24"-
STORM SEWER
280.58
TOE=274.96
PROPERTY LINE
276.85
" -........_......
TOE=274.85 •••••-•
TOE=274.87
INSET ' X
HEADWALL DETAIL
36"
ON HEADWALL
ELEV. 281.69
'EXISTING 24"
STORM SEWER
TOE=275.04
276.90
NOT TO SCALE
L
-1/2"
ROD
(- EXISTING 48"
INSET "Be STORM SEWER
30' R.C.P.*
3'T
BACK OF C
NOT TO SCALE
264.27
266.43
264.29
�- 264.26
271.48 ' ,, C(3NCREfE TL}F� OF SIDEWALK
TOP OF SIDEWALK ^StD11VALl� .:
INSET ' C -----
HEADWALL DETAIL NOT TO SCALE
271.53 271.52
TOP OF SIDEWALK CpNORFTF,2' TOP OF SIDEWALK
264.17
264.17 -
PROPERTY -'
LINE
265.78 265.76
INSET ' V
HEADWALL DETAIL NOT TO SCALE
w
J
U
0
0
Z
NOTES:
1. BEARINGS ARE BASED ON PLAT CALL BEARINGS OF DARTMOUTH CROSSING
ACCORDING TO THE PLAT RECORDED IN VOL. 3127, PG. 15.
2. THE SUBJECT TRACT DOES NOT LIE WITHIN THE 100 YEAR FLOODPLAIN
ACCORDING TO THE F.E.M.A. FLOOD INSURANCE RATE MAP FOR BRAZOS
COUNTY, TEXAS AND INCORPORATED AREAS. COMMUNITY NO. 480083, PANEL
NO. 0144C, MAP NO. 48041 CO144C. EFFECTIVE DATE: JULY 2, 1992.
3. THE DIRECTION AND DISTANCE SHOWN TO PHYSICAL OBJECTS ALONG THE
PERIMETER ARE FROM THE RECONSTRUCTED DEED LINE TO THE OBJECT
SHOWN.
S 4213010211N
2.-!
w E
J
a LL'
vi
w 0
N
4. ALL BUILDING SETBACK LINES ARE ESTABLISHED BY THE CITY OF
COLLEGE STATION ZONING ORDINANCE NO. 1638.
25' FRONT SETBACK
15' SIDE SETBACK
10' REAR SETBACK
5. CURRENT ZONING: R-5.
L)
1Z
W
SANITARY SEWER MANHOLE
SANITARY SEWER LINE
STORM SEWER MANHOLE
STORM SEWER LINE
GTE PEDESTAL
GTE LI N E
TELEVISION PEDESTAL
TELEVISION CABLE
WATER METER
WATER LINE
WATER VALVE
FIRE HYDRANT
OVERHEAD ELECT. LINE
POWER POLE
LIGHT POLE
WOOD FENCE
(& FENCE CORNER)
CHAIN LINK FENCE
WIRE FENCE
■
�S
--ST
T
Tv
G)
u811
E
OF
JEFFERSON COMMONS
AT COLLEGE STATION
15.162 ACRE TRACT
MORGAN RECTOR SURVEY, A-46
COLLEGE STATION, BRAZOS COUNTY, TEXAS
OWNER DEVELOPER
JPI STUDENT HOUSING JPI APARTMENT DEVELOPMENT, LP
600 EAST LAS COLINAS, SUITE 1800 600 EAST LAS COLINAS, SUITE 1400
IRVING, TEXAS 75039 IRVING, TEXAS 75039
(972) 556-3867 (972) 556-3867
SCALE: 1 "=60' APRIL 19, 2000
PREPARED BY:
KLING ENGINEERING & SURVEYING
4103 TEXAS AV. + P.O. BOX 4234 + BRYAN,TEXAS + PH.409/846-6212
041\046060