Parking Lot Modification Pg2WOOD OR STEEL
POSTS AT
5' MAX. SPACING
MIRAFl INC.
OR ENVIROFENCE
FILTER FABRIC,
OR APPROVED EQUAL_
WOVEN WIRE FENCE
(MIN) 14 1/2 • GAUGE)
(MAX) 6• MESH SPACING)
COMPACTED BACKFILL _
MIN. 6'X6* TRENCH
EXTEND FABRIC INTO TRENCH
A MINIMUM OF 6• VERTICALLY
AND 6' HORIZONTALLY
NATURAL SOIL
NOTES:
1. FILTER BARRIERS SHALL BE PIACED AT THOSE LOCATIONS SHOWN
ON THE PLANS.
2. ATTACH FABRIC TO WIRE MESH
WITH HOG RINGS, TO WOOD POSTS WITH NAILS. AND TO STEEL
POSTS WITH TIE -WIRES AT TOP AND MID-SECTION.
3. OVERLAP FILTER FABRIC BY 6' AND FOLD WHERE 2 SECTIONS ADJOIN.
4. STRAW BALES MAY BE SUBSTITUTED FOR THE FILTER FABRIC,
IF APPROVED BY THE VILLAGE ENGINEERING DIVISION
5. INSPECTION OF SILT FENCES SHALL BE AT LEAST ONCE PER
WEEK AND AFTER RAIN EVENTS IN EXCESS OF 1/2 REPAIR OR
REPLACEMENT SHALL BE MADE PROMPTLY AS NEEDED.
6. SEDIMENT TRAPPED BY THE FENCE SHALL BE REMOVED AND
PROMPTLY DISPOSED OF WHENEVER SIGNIFICANT ACCUMULATION OCCURS.
7. BARRIERS SHALL BE MAINTAINED IN PLACE UNTIL COMPLETION OF
CONSTRUCTION AND THE UPSLOPE AREA HAS BEEN STABILIZED,
AND BE REMOVED ONLY WHEN DIRECTED BY THE VILLAGE.
NOT TO SCALE
REVISED 5-10-04
EXISTING
^
GROWN ,. 20 MIN
I'
R 67}�
e,
z
f EXISTING
r
PAVEMENT
T.
I=
COPRSE AGGREGATE
- z
r
o�
PLAN SILT PENCE
G 678.5
2D MIN
EXISTING
GROUN 1D� MIN
SA SLOPE
R
; ff vP)
A'
T/C 679.18
P 679.83
EXISTING
r
PAVEMENT
z
FI LT ER FABRIC f
$
MOUNTABLEBERM
m A n
RIED INTO SILT FENCE)
ELEVATION
T/C 679.18
2D'MIN
G 678.66
TO EXTEND FULL WIDTH OF ENTRANCE
1
r
Y MIN
lJ'JI
3' MIN
�Il
FILTER FABRIC %• / A / A / A' bA AQP
EON
PREPARED sUeGRADE GROUND
SECTION A -A
NOTES:
O
U)
1. GEOTEXTILE FILTER FABRIC SHALL BE PLACED OVER THE
>
w
a
CLEARED AREA PRIOR TO PLACING COARSE AGGREGATE
2. COARSE AGGREGATE (OR CRUSHED CONCRETE) SHALL MEET
IDOT GRADATION FOR CA -1 CRUSHED AGGREGATE.
NOT TO SCALE
3 STABIUZED TRCTION ENTRANE SHALL BEIANDASHALL
STABILIZED
PRIOR TO ONSETSOFUCONSTRUCTIONCOPERATIONS
w
N
BE MAINTAINED THROUGHOUT THE PROJECT.
CONSTRUCTION
4. CONSTRUCTION ENTRANCE SHALL BE REMOVED UPON
COMPLETION OF CONSTRUCTION AND ONLY WHEN
ENTRANCE
DIRECTED BY MLLAGE ENGINEERING.
DETAIL
REMSE001-01A8
W
LOCABCW OF UNDERG4IXMID UIKIRES WERE NOT
SU6STANRAMD BY RNYSTCAL E1400Y i ARE TAKEN
FRLM/ RECORDS NOWAALLY CLW9 IDD RELIABLE
NO BEER WVMITY FCR ZURR ACCURACY IS
ASSUMED BY WE SVRW£ ..
FM LOCI TK.YI � BURIED CABLE CALL 1UU 1E. O
1-800-892-0123 BEFOW &GGINO
LO Mws 0` EbSIINC UTHTTY SERNCEs
AAE BASED ON WSUAL 075 14ATKAYS.
IX MACTOR MUST COVNRM LOCI MW ANO
COWKROY 0` AU URUTY.SYFHCES TO REMAIN.
6} °P` \ ut ?� BEGIN 347 LF `'^�, "`-� FACE OF WALL T/W 686.3
UP` RAIL ROAD TIE
N \ RETAINING WALL
s -
1
r
NOTE TO THE CONTRACTOR:
ALL THE EXISTING UTILITIES ALONG THE
FRONTAGE OF THE SITE AS WELL AS ANY
UNDERGROUND CONDUITS AND EQUIPMENT
SHALL BE LOCATED BEFORE STARTING ANY
WORK
1 BMP -001 \
(. RI = 676.10
I
`-,T/W 684.5 T/W 685.0T/W 686.0
1,
QQ GR 684.0 ``` GR 684.0 1 -6' OFF (L' GR 686.0
B/W 683�0, B/W 683.0 '\ B/W 683.0
685-.._.._
-� .._.._..... - ..........._ .- _..__ ..............
.-- ._..... - .... _r
_679- ............. ............ ............ ......._...- ............. ............. ......._._ ..........._-
�.-_ - 678.__._ - _` T/C 678.55 T/C 680.3,,/
r' --- 677- �_........ - -.._ G 678.05 G 679.8
/ BMP -0 - - ..- - - 676._._. -
( R = 675.0 \ T/C 678.4
�2 f 677.6 �E TtJG UE TEN I10� }j- R & G 677.9
6.76 POND - -._ ='`l \ 678.55
- 677-- G 6 .05
- 678-
, T/C 678.91
e79
�6_�S.18' 78.41
T/C DIFFER BASIN -HIGH
,1 WATER ELEV.-678.48 G 6
EXISTING DETENI
POND TO REMAIN
EXISTING OFFICE BUILDING
STABILIZED
CONSTRUCTION
ENTRANCE
FF 682.83
^
N
b
R 67}�
e,
r
T/CONC 681.5
PP 678.68
p
r
T/C 679.0
r
G 678.5
T
r EXISTING ASPHALT
PARKING 60T
R
r
T/C 679.18
P 679.83
�
r
G 676.66
r
Tfe-a"o-eg
r
G 679.18
T
T/C 679.18
r
G 678.66
1
r
ILL!
g
EX. RIM
= 675.8
O
U)
>
w
a
LU
EE
w
N
W
Z�
i � V
a
a
I
Z
W
a
w
CL
a
tL
U)
N
a
``
'�-.,,
``-_� `"'•- �^ \
EX. RIM = 679.95..,E
o
M
>
d
LCL
M
m
U)
(n
1
I--
0 LU
00,`,\
%
0
O
2
0-W
¢
z
¢
U
w
Q
w
ZZ
0
w
0
Z
2
w
E
0
U
U
ED
p �
M0
Z
CD 00
N 0
LD 00
Z
mac
N S
a
LULU
d <
Z
U)
Z
z
LU
0>
<:o
=
U �
0
O
cD J
ZLULU
O
CO
CO
C/)
DO
1'
0
o ir13
NOTE TO THE CONTRACTOR:
ALL THE EXISTING UTILITIES ALONG THE
FRONTAGE OF THE SITE AS WELL AS ANY
UNDERGROUND CONDUITS AND EQUIPMENT
SHALL BE LOCATED BEFORE STARTING ANY
WORK
1 BMP -001 \
(. RI = 676.10
I
`-,T/W 684.5 T/W 685.0T/W 686.0
1,
QQ GR 684.0 ``` GR 684.0 1 -6' OFF (L' GR 686.0
B/W 683�0, B/W 683.0 '\ B/W 683.0
685-.._.._
-� .._.._..... - ..........._ .- _..__ ..............
.-- ._..... - .... _r
_679- ............. ............ ............ ......._...- ............. ............. ......._._ ..........._-
�.-_ - 678.__._ - _` T/C 678.55 T/C 680.3,,/
r' --- 677- �_........ - -.._ G 678.05 G 679.8
/ BMP -0 - - ..- - - 676._._. -
( R = 675.0 \ T/C 678.4
�2 f 677.6 �E TtJG UE TEN I10� }j- R & G 677.9
6.76 POND - -._ ='`l \ 678.55
- 677-- G 6 .05
- 678-
, T/C 678.91
e79
�6_�S.18' 78.41
T/C DIFFER BASIN -HIGH
,1 WATER ELEV.-678.48 G 6
EXISTING DETENI
POND TO REMAIN
EXISTING OFFICE BUILDING
STABILIZED
CONSTRUCTION
ENTRANCE
FF 682.83
II P 678.67
_�LOWE� BASIN -HIGH
WATER ELEV. = 678.68
II T/C 679.0
-- ,-_ P 679..5 r G -67E -5-
I r
II P 678.83 r
T/C 679.29 r
T/,
G 678.79
T/W 686.3
GR 683.0
B/W 682.0
I T/W 683.4
I4ik I GR 680.4
4
B/W 677.4
I I
I I
I I
I I T/W 682.4
I!
GR 679.5
I_( B/W 678.5
T 679,06 T/, 679.18 I I,
T/C 677.90 G 678.68 R = 677.9 9. f
G 78.56 __4 --( ._4 ___( --1 ---( ---( - 4 --( If
G -67-7-40I -4 ---( --( --{ -( ---c --f --( -{ -( --� --( --( --( -%', R�8.68 G 678.5 it [
T/C 678.6
i RESTRICTOR MANHOLE G 678.1 11 l
I I I I I I 1IPEXI
A
f l TEGIK
67-A56 /C 67
/ I i 677.0) 677.9
I
�I
FULL DEPTH CLEAN
t SAWCUT 8L REMOVE CURB
1
�4T
T
LOT
G 67 7 818 T C 678 96
G 678.4
T/W 681.4
GR 679.7
B/W 678.7
T/W 680.4
GR 679.6
B/W 678.6
T/W 679.5
GR 679.5
B/W 678.5
DEMOLITION NOTES
1. Install temporary construction & silt fence for sediment erosion control around the proposed work area
as shown on drawing C-1.
2. Install temporary 6' high chain link fence around the proposed work area as shown on the drawing.
3. Contractor to call julie at 1-800-892-0123. minimum of 48 hours prior to initiating any excavation or
demolition.
4. Contractor shall verify the exact elevation and location of all existing utilities and appurtenances prior to
construction, to avoid interferences.
5. Appropriate precautions shall be taken to avoid damage to and to protect existing utilities and
appurtenances in the vicinity of work. Contractor shall be responsible for the protection of all
underground or overhead utilities even though they may not be shown on the plans. any utility that is
damaged during construction shall be repaired to the satisfaction of the Village and the owner, or
replaced.
6. Any open excavations, or potentially dangerous areas shall be fenced or guarded in an acceptable
manner at the end of each day for the protection of the contractor's employees and general public
safety.
7. Bono Consulting Inc is not liable for any construction site safety. Contractor to take all OSHA
regulated and applicable local safety precautions to safe gaurd all potentially hazard sites/work.
8. Contractor is responsible for keeping roads free of excessive debris at all times.
9. Any soil, mud or debris that is washed, tracked, or deposited onto the street shall be removed before the
end of each day.
10. Topographic survey provided by owner, Bono Consulting Inc. is not liable for any errors or omissions in
the survey.
11. All excavation shall be tapered, or, shored and maintained pumped dry.
12. Do not create dust or other nuisance to neighboring properties during construction
13. "No trespassing" signs shall be mounted on the fencing in conspicuous locations until construction is
completed and approved
14. Any gate in the perimeter fence shall be adequately hinged to prevent entry, except to allow ingress and
egress to and from site, such gate must be looked at all times, other than permitted hours of
construction.
EROSION CONTROL NOTES
A. Sediment and erosion control devices shall be functional before land is otherwise disturbed on the site.
B. Vehicular access to the site shall be restricted to a gravel drive. Said gravel drive shall be installed
before any construction begins above the top of the foundation.
C. Any soil, mud or debris that is washed, tracked or deposited onto the street shall be removed before the
end of each workday.
D. The surface of stripped areas shall be permanently or temporarily protected from soil erosion within 15
days after final grade is reached. Stripped areas not at final grade that will remain undisturbed for more
than 15 days after initial disturbance shall be protected from erosion.
E. If a stockpile is to remain in place for more than three days, then sediment and erosion control shall be
provided for such stockpile.
F. Water pumped or otherwise discharged from the site during construction dewatering shall be filtered.
G. Additional erosion and sediment control measure may be required at the discretion of the village
engineer if site conditions warrant.
H. Erosion control measures must be installed by contractor and inspected by the Village of Oak Brook
prior to any excavation.
I. Storm sewer inlets shall be protected with sediment trapping or filter control devices during construction.
END RAILROAD TIE
RETAINING WALL -585 SO. FACE FOOT
EXPOSED ABOVE GRADE
LEGEND
FF FINISH FLOOR
T/W TOP OF WALL
GR GRADE AT WALL
B/W BOTTOM OF WALL
T/C TOP OF CURB
P PAVEMENT
R RIM
T/CONC TOP OF CONCRETE
G GUTTER
SCALE, N,T,S, DURING
CONSTRUCTION
BILITY
IGH
:TIC
I FENCE
W
Q
^
N
b
R 67}�
e,
r
T/CONC 681.5
PP 678.68
p
r
T/C 679.0
r
G 678.5
r
r EXISTING ASPHALT
PARKING 60T
R
r
T/C 679.18
P 679.83
r
G 676.66
r
Tfe-a"o-eg
r
G 679.18
T
T/C 679.18
r
G 678.66
r
II P 678.67
_�LOWE� BASIN -HIGH
WATER ELEV. = 678.68
II T/C 679.0
-- ,-_ P 679..5 r G -67E -5-
I r
II P 678.83 r
T/C 679.29 r
T/,
G 678.79
T/W 686.3
GR 683.0
B/W 682.0
I T/W 683.4
I4ik I GR 680.4
4
B/W 677.4
I I
I I
I I
I I T/W 682.4
I!
GR 679.5
I_( B/W 678.5
T 679,06 T/, 679.18 I I,
T/C 677.90 G 678.68 R = 677.9 9. f
G 78.56 __4 --( ._4 ___( --1 ---( ---( - 4 --( If
G -67-7-40I -4 ---( --( --{ -( ---c --f --( -{ -( --� --( --( --( -%', R�8.68 G 678.5 it [
T/C 678.6
i RESTRICTOR MANHOLE G 678.1 11 l
I I I I I I 1IPEXI
A
f l TEGIK
67-A56 /C 67
/ I i 677.0) 677.9
I
�I
FULL DEPTH CLEAN
t SAWCUT 8L REMOVE CURB
1
�4T
T
LOT
G 67 7 818 T C 678 96
G 678.4
T/W 681.4
GR 679.7
B/W 678.7
T/W 680.4
GR 679.6
B/W 678.6
T/W 679.5
GR 679.5
B/W 678.5
DEMOLITION NOTES
1. Install temporary construction & silt fence for sediment erosion control around the proposed work area
as shown on drawing C-1.
2. Install temporary 6' high chain link fence around the proposed work area as shown on the drawing.
3. Contractor to call julie at 1-800-892-0123. minimum of 48 hours prior to initiating any excavation or
demolition.
4. Contractor shall verify the exact elevation and location of all existing utilities and appurtenances prior to
construction, to avoid interferences.
5. Appropriate precautions shall be taken to avoid damage to and to protect existing utilities and
appurtenances in the vicinity of work. Contractor shall be responsible for the protection of all
underground or overhead utilities even though they may not be shown on the plans. any utility that is
damaged during construction shall be repaired to the satisfaction of the Village and the owner, or
replaced.
6. Any open excavations, or potentially dangerous areas shall be fenced or guarded in an acceptable
manner at the end of each day for the protection of the contractor's employees and general public
safety.
7. Bono Consulting Inc is not liable for any construction site safety. Contractor to take all OSHA
regulated and applicable local safety precautions to safe gaurd all potentially hazard sites/work.
8. Contractor is responsible for keeping roads free of excessive debris at all times.
9. Any soil, mud or debris that is washed, tracked, or deposited onto the street shall be removed before the
end of each day.
10. Topographic survey provided by owner, Bono Consulting Inc. is not liable for any errors or omissions in
the survey.
11. All excavation shall be tapered, or, shored and maintained pumped dry.
12. Do not create dust or other nuisance to neighboring properties during construction
13. "No trespassing" signs shall be mounted on the fencing in conspicuous locations until construction is
completed and approved
14. Any gate in the perimeter fence shall be adequately hinged to prevent entry, except to allow ingress and
egress to and from site, such gate must be looked at all times, other than permitted hours of
construction.
EROSION CONTROL NOTES
A. Sediment and erosion control devices shall be functional before land is otherwise disturbed on the site.
B. Vehicular access to the site shall be restricted to a gravel drive. Said gravel drive shall be installed
before any construction begins above the top of the foundation.
C. Any soil, mud or debris that is washed, tracked or deposited onto the street shall be removed before the
end of each workday.
D. The surface of stripped areas shall be permanently or temporarily protected from soil erosion within 15
days after final grade is reached. Stripped areas not at final grade that will remain undisturbed for more
than 15 days after initial disturbance shall be protected from erosion.
E. If a stockpile is to remain in place for more than three days, then sediment and erosion control shall be
provided for such stockpile.
F. Water pumped or otherwise discharged from the site during construction dewatering shall be filtered.
G. Additional erosion and sediment control measure may be required at the discretion of the village
engineer if site conditions warrant.
H. Erosion control measures must be installed by contractor and inspected by the Village of Oak Brook
prior to any excavation.
I. Storm sewer inlets shall be protected with sediment trapping or filter control devices during construction.
END RAILROAD TIE
RETAINING WALL -585 SO. FACE FOOT
EXPOSED ABOVE GRADE
LEGEND
FF FINISH FLOOR
T/W TOP OF WALL
GR GRADE AT WALL
B/W BOTTOM OF WALL
T/C TOP OF CURB
P PAVEMENT
R RIM
T/CONC TOP OF CONCRETE
G GUTTER
SCALE, N,T,S, DURING
CONSTRUCTION
BILITY
IGH
:TIC
I FENCE
W
Q
^
N
b
p
n
r
DO
ILL!
g
O
U)
>
w
a
LU
EE
w
N
W
Z�
a
a
Z
W
a
w
CL
a
tL
U)
N
a
w
o
M
>
d
LCL
M
m
U)
(n
I--
0 LU
0
O
2
0-W
¢
z
¢
U
w
Q
w
ZZ
0
w
0
Z
2
w
E
0
U
U
ED
p �
M0
Z
CD 00
N 0
LD 00
Z
mac
N S
a
LULU
d <
Z
U)
Z
z
LU
0>
<:o
=
U �
0
O
cD J
ZLULU
O
CO
CO
C/)
DO
1'
0
o ir13
Q
O
J
i__
a-
Q
Z
O
O
LL
o U)
o
Z
O
Oo
U
J
-
_J
Cl-
O
z o
Y
�
=
Q
Q m
w
o
a
rQ
V
G
J LU
CL
C)
O
ALU
V)
_U
z F�
Z
(�
U
Z
z
O
� C/)�
Fn
W N
cn
O
Z N
X
Cc
LU
LLI
J
J_
<
0
fO
V J
COPYRIGHT:
THIS DRAWING SHALL NOT BE USED.
REPRODUCED, MODIFIED OR SOLD EITHER
WHOLLY OR IN PART, EXCEPT WHEN
AUTHORIZED IN WRITING
BY THE ENGINEER,
PROJECT NO.:
12138
BASE FILE:
SHEET FILE:
ISSUE DATE:
MAY 16, 2012
SCALE:
1 "=30'-0
SHEET NUMBER
C-1