HomeMy WebLinkAboutDrawingsY
XTC340.41
XTP339.96
CONSTRUCT 17 L.F. 24"
REINFORCED CONCRETE CURB
& GUTTER THIS AREA AS
SHOWN
I
EXISTING CONCRETE DRIVEWAY
II'
AND SIDEWALK TO BE REMOVED
AND DISPOSED -OF
XFG340.24 _\L�
r-1
EXISTING CONCRETE PAD
TO BE REMOVED AND
DISPOSED—OF
P kOj0; j �Zj ��6
A
ulw W
I' i 'PROPOS�D 5" CONCRqE PAVEMENT
771 7, -7-
-EJ— — — — -EJ— — — —
ell
O
PROPOSED BLDG. "D"
Pu zo a
Oz
NOTE: NO EXISTING UTILITY OR ELECTRICAL LINES WITHIN
EXISTING 15 9 PUBLIC ALLEY ARE TO BE RELOCATED�
OR DISTURBED AS PART OF THIS PROPOSED
DEVELOPMENT.
PROPOSED CRUSHED STONE-/
bXISTIOQ 15'
'WIDE ,ALLEY'.
D.
.7.
O
MISTING -.1
WIDE 'ALLOEY
1 :1 z10 a m 915:5797 -Mi
EXISTING CONCRETE CURB
TO BE REMOVED AND
DISPOSED -OF
CONSTRUCT PROPOSED 6"
MONOLITHIC CURB AS SHOWN EXISTING CONCRETE PAVEMENT
THIS AREA r TO BE THIS AREA AS REMOVED AND DISPOSED -OF
SHOWN
w
w
z
CONSTRUCT PROPOSED 6-
CURB AS SHOWN THIS
EXISTING CONCRETE PAVEMENT
(DO NOT DISTURB)
u#
lco
5
_E: 1 "= 10'
25
(SCALE IN FEET)
BENCH MARK:
FINISHED FLOOR OF EXISTING BUILDING "B" NEAR THE REAR DOORWAY EXIT.
ELEVATION =335.50 MSL
w
F_
V.
0 j
w
0
I, z
0
IL
w
7: 0 z
'o <
of U4 0 z
0 (L Ow 0
0m
-J
w .
w >' z
< I I � w"
w E5 IX
> W LLI (r) ,
I=- m
w Zz
It 50 0
_j ZZ 0
Ln w w w 0
z z
Z D <
w
ILI 0
m z
Ej
0
LL
Q.�
rLrLq
V)
X
Lil
wz
CL �_ 0
Z M F -
w F)
a Lfi 0 0
r_<
I.-
0 < 0V) 0
X J =
N
<
0 LL ly
Z 0 w m
04
Z W
5 0
�-
< IQ
<
_j z 0 in
4� uj (f) () UJ
o M v 0
W
< -i
PREPARED FOR: BENJAMIN KNOX 0 1
405 UNIVERSITY DRIVE EAST
COLLEGE STATION, TEXAS 77840
TELEPHONE: (979) 696-5669
'D SHEET NO.
PREPARED BY: L.A. BERRY, P.E.-0
lo 0
BERRY ENGINEERING COMPANY
1701 SOUTHWESTPARKWAY SUITE 106 II
W ?
COLLEGE STATION,
TEXAS 77840 Lu
Z
ca
TELEPHONE: (979) 696-4000 D
I g
Lil R
<
I
I
EXISTING CONCRETE DRIVEWAY
AND SIDEWALK TO BE REMOVED
DISPOSED—OF
v
AND
XFG340.24
AND
XTC340.41
XTP339.96
CONSTRUCT 17 L.F. 24" A
REINFORCED CONCRETE CURB
GUTTER THIS AREA AS
SHOWN
P
6
w
A
EXISTING CONCRETE PAD
TO BE REMOVED AND
DISPOSED -OF
X,
/� E"
WIDE ALLtY*,_, PROPOSED CRUSHED STONE
EXISTING CONCRETE CURB
D. TO BE REMOVED AND
DISPOSED -OF
CONSTRUCT PROPOSED 6"
MONOLITHIC CURB AS SHOWN EXISTING CONCRETE PAVEMENT
THIS AREA TO BE REMOVED AND DISPOSED -OF
THIS AREA AS SHOWN
� r
v
W W ulW 0 W Eli
.. ......
... .. .. .
. . . . . . . . . .. . .
'PROPOS�D 5" CONCR4E PAVEMENT
–EJO—
,G° i PROPOSED BLDG. "D"
D
0 -0
OZ
9 x
w
NOTE: NO EXISTING UTILITY OR ELECTRICAL LINES WITHIN
EXISTING 15" PUBLIC ALLEY ARE TO BE RELOCATED
OR DISTURBED AS PART OF THIS PROPOSED
DEVELOPMENT.
PROPOSED CRUSHED STONE--/",.
V..
MISTING -.15''.
WIDE
Y
0
0-
w
w
0.
U.
EXISTIN BLDG. B
F1
EXISTING
CONSTRUCT PROPOSE C 6"
CURB AS SHOWN THIS AREA
EXISTING CONCRETE PAVEMENT
(DO NOT DISTURB)
1-1
0
[E
5
_E: 1 "= 10'
25
(SCALE IN FEET)
BENCH MARK:
FINISHED FLOOR OF EXISTING BUILDING "B" NEAR THE REAR DOORWAY EXIT.
EL N=335.50 MSL
50
A
0 J
Ld
W
OZ
0
IL
w LL
0 z
Q.• I—
a-
oa
Tt LL
0 '7
w [L
0 0 w
w D Z 0
U) wE5
> LLj Ld Lj U) F-
m zW
Ld 8 z
0 0
Z Z 0
(n w Jw
o V) 0
z
Z Z (r F-
<
w 0
m z
0
0
0
LL
CD
0
o
moo
z
X
Lij
ryQ
w 0 Z
f_ 10
Z z
W :)
to 0
< Q
QoVo
x rN
0 LL ()
ly
Z 0 Lij M
CNI
Z W
O0
w
< c� I I <
-3 F-�
V
—J wcoUUw .
U
M r -
w
PREPARED FOR: BENJAMIN KNOX A�N 0
405 UNIVSTAT
RSITY DRIVE EAST 0
COLLEGE STATION, TEXAS 77840
TELEPHONE: (979) 696-5669 vv`
62 SHEET NO.
0
PREPARED BY: L.A. BERRY, P.E. 'o 0
BERRY ENGINEERING COMPANY CA,
1701 SOUTHWEST PARKWAY SUITE 106 t�J II CJ
COLLEGE STATION, TEXAS 77840
TELEPHONE: (979) 696-4000 mLil
Z
FND_ 5/8"0
IRON ROD
BENCH MARK:
FINISHED FLOOR EXISTING BUILDING JUST INSIDE
DOUBLE DOOR AT REAR OF BUILDING.
ELEVATION=335.50
Q
0
O
3
O
z
X
W
PROP.. LIMESTONE BLOCK REMII`IING WALL
JESSE MONTELONGO
ZONED C-3
0 10
5
VICINITY MAP
(NOT TO SCALE)
SCALE: 1 "= 10'
25
(SCALE IN FEET)
NOTE: THIS PROPERTY DOES NOT LIE WITHIN A DESIGNATED 100 -YEAR FLOOD PLAIN
OR SPECIAL FLOOD HAZARD AREA A DEPICTED ON FIRM COMMUNITY PANEL
NO. 48041CO144C EFFECTIVE DATE: JULY 2, 1992.
50
O
z
NOTE: NO EXISTING UTILITY OR ELECTRICAL LINES WITHIN
EXISTING 15' PUBLIC ALLEY ARE TO BE RELOCATED
OR DISTURBED AS PART OF THIS PROPOSED
DEVELOPMENT,
PREPARED FOR: BENJAMIN KNOX
405 UNIVERSITY DRIVE EAST
COLLEGE STATION, TEXAS 77840
TELEPHONE-- (979) 696-56-69
n CI
0+00 0+25 0+50 0+75 1+00 -0+25 0+00 0+25 -0+25 0+00 0+25
I
1
;
THIS AREA TO BE BL
CK SODDED
K
a
II
oco
WITH CRUSHED GRANITE
PROP. TOP OF
I
Y
WITH ST. AUGUS
INE TURF
3
M�
W
Z
EXISTING BUILDING
TOP PROPOSED
S
15' WIDE ALLEY
z3w
WALL EL
.=337.00 (LEVEL)
o
-q
as
_
CL
y
W
~ ~
PR
P. 4:1 SLOPE
coli
loo
CvM M
(FINSHED
GROUND) ��
o
T APEX
U
�
Y
M
Nw U�
CL
_r
'j�ZQ
I
2 f
w
di
z
PORCH
E
of
tnw
aTOP EXIST. CURB=337.54
f
I
A/C XTP335.47 XT P335.40 P�
p '
o
g
340
"
EXISTING
Z
M
rn
v
M
D
EXISTING TOP GROUND ALONG
TOP OF EXISTINGo
CONCRETE
RUSHED o
OR
WALL ELEV.=337.00
-BOTTOM
CL OF ALLEY (DO NOT DISTURB)
STA. -0+08.08 I EXISTING NATURAL GROUND
TP=334.98 f IN PLANTER AREA
m
to
STA, -0+07,60
TP=334.71
o
CONCRETE PAVING +
PAVING
a
EXISTING GROUNDTOP
EXISTING CONCRETE
PAVEMENT
d
I-
1Q-
Q
° .
z
S
u
TOP OF FOOTING=335.00
335
+
M
M
335 0°
EXISTING GROUND
IN ALLEY
° v v °
° v
NG334.42
-1.00% G
E
OP PROP. CRUSHED GRANITE J
z
STA.O
° PROP ROCK WALL
07_74 P.H.T RETAINING WALL Z°----PRBPOSEQ'CRUSHED p ° ��
PAVEMENT 0 +2.007. BOTTOM OF FOOTING=334.50
PAVEMENT 0 +2.00%
TOP WALL ELEV.-337.00. P. STONE ° Q GRASS
TP ALLEY=335: 16 v ,p ° v p ,.v .. ' ` v O� O� -_ PROFILE "A" GRASS
STA.0+01 TOP PROP. CRUSHED
in
TA.-O+Q1 TOP PROP. CRUSHED
330
GRANITE PAVEMENT=335.16
°. NG334.451
n
°. NG334.23
_
GRAMTE PAVEMENT=334.84
Z
¢ GRASS
STA• 0+07.74
XTP335.04
o p ° p. ° b '
W �. _ - - - - _
NG333.81
rn
W
STABILIZED SUBGRADE
a
NG334.78
/
7 _ S X.7
_ _
` .______,,,LAPPROX. LIMITS OF 4:1 SLOPE
-
w
i
o°
rnI
o
SCALE:1"=10' HORIZONTAL
<
/ NG335.95
°, ➢ °
I APEX GRASS
<t�0,
0 *.W- -----------------
GRASS r Q _ --------------
NG336.24 ca
GRASS
----------------
- - -
- - - i
/
-- - -- -- -- -- -- -- - - -- --
.
0+25 ip
N 3 5
G33 15
- -- --
STA.0+00 FACE PROP. RETAIN114G
!
0+50 TC337.39 0+75
GRASS EXISTING CONCRETE FLUME
WALL ELEV.=337.00
- -
1 +00 TC335.97
j
BOTTOM FOOTING 334.50
1
- -
% `-NG336.97 BACK EXISTING 6" CURB
1
TOP EXISTING CONCRETE
EXISTING GROUND _
IN ALLEY
PAVEMENT
rEXISTING
f
STA.0+41.15 END PROP. RETAINING
WOOD FENCE GRgSS
335T
OP dF FOOTING=335.00
I�
GRASS
BOTTOM OF FOOTING=334.50
WALL TOP WALL=337.00
PROPOSED BACKFILL -
330
6" PROFILE „$" TOP EXISTING CURB=337.50
STA.0+41.15
„
'
(
i
STA.0+32.59 BEGIN PROP.
SCALE:1 "=10' HORIZONTAL
GRASS
1"= 5_VERTICAL
I
PROP. 4:1 SLOPE (GROUND)TOP WALL=337.00
EXISTING BUILDING
w
��
1
�I
I
EXISTING
TOP CURB 337 54
N{�t1
i
r
BUILDING
'
_ ,,.�, .....: ....... ...,... ........, .,..4:; ..... ..r.r. ,..-
z
I
W I., EXISTING CONCRETE DRIVE
O
Z AND PARKING AREA
� NOW OR FORMERLY
Q
0
O
3
O
z
X
W
PROP.. LIMESTONE BLOCK REMII`IING WALL
JESSE MONTELONGO
ZONED C-3
0 10
5
VICINITY MAP
(NOT TO SCALE)
SCALE: 1 "= 10'
25
(SCALE IN FEET)
NOTE: THIS PROPERTY DOES NOT LIE WITHIN A DESIGNATED 100 -YEAR FLOOD PLAIN
OR SPECIAL FLOOD HAZARD AREA A DEPICTED ON FIRM COMMUNITY PANEL
NO. 48041CO144C EFFECTIVE DATE: JULY 2, 1992.
50
O
z
NOTE: NO EXISTING UTILITY OR ELECTRICAL LINES WITHIN
EXISTING 15' PUBLIC ALLEY ARE TO BE RELOCATED
OR DISTURBED AS PART OF THIS PROPOSED
DEVELOPMENT,
PREPARED FOR: BENJAMIN KNOX
405 UNIVERSITY DRIVE EAST
COLLEGE STATION, TEXAS 77840
TELEPHONE-- (979) 696-56-69
n CI
0+00 0+25 0+50 0+75 1+00 -0+25 0+00 0+25 -0+25 0+00 0+25
340
335
SlNf
0+00 0+25 ui 0+50 0+75
THIS AREA TO BE PAVED
o
11 -
THIS AREA TO BE BL
CK SODDED
K
a
II
oco
WITH CRUSHED GRANITE
PROP. TOP OF
d
w
WITH ST. AUGUS
INE TURF
THIS AREA
M�
W
Z
TOP PROPOSED
RETAINING+
15' WIDE ALLEY
z3w
WALL EL
.=337.00 (LEVEL)
o
-q
as
_
CL
y
W
~ ~
PR
P. 4:1 SLOPE
coli
loo
CvM M
(FINSHED
GROUND) ��
o
T APEX
V=3
o
�
Y
M
Nw U�
CL
as
Q
di
z
11
W
E
of
tnw
aTOP EXIST. CURB=337.54
I
340 ma.
o
g
340
"
PROPOSED BACKFILL
Z
M
rn
Q
w
M
D
EXISTING TOP GROUND ALONG
TOP OF EXISTINGo
TOP PROP. 3" THICK
RUSHED o
OR
WALL ELEV.=337.00
-BOTTOM
CL OF ALLEY (DO NOT DISTURB)
STA. -0+08.08 I EXISTING NATURAL GROUND
TP=334.98 f IN PLANTER AREA
m
to
STA, -0+07,60
TP=334.71
o
CONCRETE PAVING +
GRANITE PAVING 0 -1.00%
a
EXISTING GROUNDTOP
EXISTING CONCRETE
PAVEMENT
d
�?
1Q-
Q
O
z
S
u
TOP OF FOOTING=335.00
335
+
M
M
335 0°
EXISTING GROUND
IN ALLEY
a
-1.00% G
E
OP PROP. CRUSHED GRANITE J
z
a
PAVEMENT 0 +2.007. BOTTOM OF FOOTING=334.50
PAVEMENT 0 +2.00%
STA.0+01 TOP PROP. CRUSHED
TA.-O+Q1 TOP PROP. CRUSHED
330
GRANITE PAVEMENT=335.16
330
_
GRAMTE PAVEMENT=334.84
1.,...
r
STA• 0+07.74
STA.0+32.53
L EXISTING 6" THICK COMPACTED
CEMENT
STABILIZED SUBGRADE
a
330
PROFILE "A"
rnI
o
SCALE:1"=10' HORIZONTAL
<
o TOP EXISTING CURB=337.50
1"= 5' VERTICAL
340
335
SlNf
0+00 0+25 ui 0+50 0+75
TOP EXISTING 6"
'o GROUND SURFACE
TOE OF EXISTING SLOPE
PROFILE "B" 1
BACKFILL BEHIND CURB TO EXISTING CURB
ELEVATION AND SLOPE (4:1) BACK INTO_ACCE1
(4:1 SjLOPE MUST BE BLOCK SODDED WITH ST.
AUGU INE TURF TO MINIMIZE SOIL EROSION)
SCALE:1 `10' HORIZONTAL
1"= 5' VERTICAL
TOP PROP. 6" f
o
11 -
EXISTING TOP
GROUND IN PLANTER
K
a
II
oco
AREA MATCH
PROP. TOP OF
d
w
o 0
RETAINING WALL
THIS AREA
M�
z
z
TOP PROPOSED
RETAINING+
15' WIDE ALLEY
z3w
WALL EL
.=337.00 (LEVEL)
o
-q
as
_
CL
y
W
~ ~
PR
P. 4:1 SLOPE
coli
loo
CvM M
(FINSHED
GROUND) ��
o
T APEX
TOP EXISTING 6"
'o GROUND SURFACE
TOE OF EXISTING SLOPE
PROFILE "B" 1
BACKFILL BEHIND CURB TO EXISTING CURB
ELEVATION AND SLOPE (4:1) BACK INTO_ACCE1
(4:1 SjLOPE MUST BE BLOCK SODDED WITH ST.
AUGU INE TURF TO MINIMIZE SOIL EROSION)
SCALE:1 `10' HORIZONTAL
1"= 5' VERTICAL
TOP PROP. 6" f
�
FOOTING ELEV.=335.00
O
o
BOTTOM PROP. 6"
3
3
FOOTING=334.50
z
z
15' WIDE ALLEY
N
!I N
15' WIDE ALLEY
7 -s
- s-
_
CL
y
W
Ou�ls!
Q
a
coli
loo
CvM M
*
O
If
o
firm
a
�
o
Nw U�
CL
as
TOP EXISTING 6"
'o GROUND SURFACE
TOE OF EXISTING SLOPE
PROFILE "B" 1
BACKFILL BEHIND CURB TO EXISTING CURB
ELEVATION AND SLOPE (4:1) BACK INTO_ACCE1
(4:1 SjLOPE MUST BE BLOCK SODDED WITH ST.
AUGU INE TURF TO MINIMIZE SOIL EROSION)
SCALE:1 `10' HORIZONTAL
1"= 5' VERTICAL
3
�
O
o
3
3
15' WIDE ALLEY
N
15' WIDE ALLEY
y
oo STA.0+00 BACK PROP. RETAININ
WALL ELEV.=337.00
a
coli
loo
+
1+
TOP FOOTING=335.00
+1
l+
to
BOTTOM FOOTING=334.50
di
o
11
W
of
aTOP EXIST. CURB=337.54
I
iI
3
340
PROPOSED BACKFILL
3�.0
I
/ STA.0+00 FACE PROP. RETAR
WALL ELEV.=337.00
-BOTTOM
STA. -0+08.08 I EXISTING NATURAL GROUND
TP=334.98 f IN PLANTER AREA
STA, -0+07,60
TP=334.71
I FOOTING=334.50
OP PROP. CRUSHED /
EXISTING GROUNDTOP
EXISTING CONCRETE
PAVEMENT
GRANITE PAVING
IN ALLEY
------ L/�
335
u
TOP OF FOOTING=335.00
335
----
TOP OF FOOTING=335.00
EXISTING GROUND
IN ALLEY
EXISTING. GROUND
IN ALLEY
` BOTTOM OF FOOTING=334.50
OP PROP. CRUSHED GRANITE J
OP PROP. RUSHED GRANITE
PAVEMENT 0 +2.007. BOTTOM OF FOOTING=334.50
PAVEMENT 0 +2.00%
STA.0+01 TOP PROP. CRUSHED
TA.-O+Q1 TOP PROP. CRUSHED
330
GRANITE PAVEMENT=335.16
330
_
GRAMTE PAVEMENT=334.84
STA• 0+07.74
STA.0+32.53
15' WIDE ALLEY
o
a
rnI
o
<
o TOP EXISTING CURB=337.50
+
i
I
d
3401
STA.0+00 FACE PROP. RETAIN114G
WALL ELEV.=337.00
BOTTOM FOOTING 334.50
1
TOP EXISTING CONCRETE
EXISTING GROUND _
IN ALLEY
PAVEMENT
335T
OP dF FOOTING=335.00
BOTTOM OF FOOTING=334.50
PROPOSED BACKFILL -
330
STA.0+41.15
SCALE:1 "=10' HORIZONTAL
1"= 5_VERTICAL
t�
C
-4
ZING
oo
x
Y W
��o
111Ill p:�
L u o O
0 H T- <
QC�_O
(� XXJ_Q
V LL ix
z O w In
Z"W Z
moo
< J
Z J V)
LJ w w
m ,•- 0
_j
O J
< -I �0
L
J
!OL -V r SHEET NO.
116/0 c>
1�
SII > D
z z
Ufi � qL7
�;af:
V
XTC340.41
XTP339.96
CONSTRUCT 17 L.F. 24"
REINFORCED CONCRETE CURB
Sc GUTTER THIS AREA AS
SHOWN
I
o
O
z
Nz 1
w a
I,
-� -e p1��ll 1115Z
e
EXISTING CONCRETE CURB
TO BE REMOVED AND
DISPOSED—OF
EXISTING CONCRETE PAVEMENT
TO BE REMOVED AND DISPOSED—OF
THIS AREA AS SHOWN
EXISTING
_
_E: 1 "= 10'
0 10 50
5 25
(SCALE IN FEE)
BENCH MARK:
FINISHED FLOOR OF EXISTING BUILDING "B" NEAR THE REAR DOORWAY EXIT.
ELEVATION =335.50 MSL
W
F -
O
z
EXISTING CONCRETE PAVEMENT w O z H 0
(DO NOT DISTURB) - Q m M-5 Q�
L-3W�N
J > w = mw z z
N
aJZz0
W z
Z 0 �� Q
w - 0
fm z
O O
O
U
S
• H
t�
Q
1�
t�1 O
f
L�
moo �
V/
z o X
Y F-
V
� 1 O
Z m
W -�
I- V O
® Q V)
O _j= N
E STATIO DEPOT o U_o ir
ZOWm
f UCT PROPOSE
SHOWN THIS
6"
AREA
I,-
0
I
in
0
Z
W
a
W
a
MIA
w
H
H
LL 0
_jW
i
Z
U
t0
aJ7
V()
mVW
mo
�O Q
O
O
W
U
w 0 ` z
LL
PREPARED FOR: BENJAMIN KNOXr1
a0wO
`
W
405 UNIVERSITY DRIVE EAST
��
J_
EXISTING CONCRETE PAVEMENT w O z H 0
(DO NOT DISTURB) - Q m M-5 Q�
L-3W�N
J > w = mw z z
N
aJZz0
W z
Z 0 �� Q
w - 0
fm z
O O
O
U
S
• H
t�
Q
1�
t�1 O
f
L�
moo �
V/
z o X
Y F-
V
� 1 O
Z m
W -�
I- V O
® Q V)
O _j= N
E STATIO DEPOT o U_o ir
ZOWm
N z
W
a
W
MIA
�
_jW
i
t0
aJ7
V()
mVW
W
Q�
PREPARED FOR: BENJAMIN KNOXr1
\
`
0 _J
405 UNIVERSITY DRIVE EAST
��
'1
O
OLLEGE TEXAS
840
O�!
W
TELEPHONETA(979) 5669
V\/l/tO
p
O
SHEET NO.J
/lrh
\ n
PREPARED BY: L.A. BERRY, P.E. V�
BERRY ENGINEERING COMPANY
1701 SOUTHWEST
.ss11���,,
,i jJ
`—
N
PARKWAY SUITE 106
p
COLLEGE STATION, TEXAS 77840
,
Z
TELEPHONE: (979) 696-4000
m
RM
J
z
Lil
ss?
N
Q
p