Proposed FloodPlain ReGrading, Alt1 Pg1I
0
GENERAL NOTES
BENCHMARK: OAKBROOK r ��_ 672-)
BENCHMARK #D-64 IST HYDRANTl 671
!ROPER NE / 1
WEST Of KENSINGTON COURT, / szo /
SOUTH SIDE KENSINGTON ROAD, �` 6 � / — __ � 669 -
LOT I IN OAKBROOK INVESTMENTCO-------��---- ,T - - -- - -�^ —� --- -�► , \ \� -coz r \
ASSMT. PLAT #i,
—C--C—�—� —c C
ARROW ON HYDRANT, �• I i ---- -�/ I�_ - -- _ - - - = 5 = -669
I F-
670
/45A ING
/502 ARS — 6711�
i \
100'- WLDINGj
B-10 I 8-11 B- 2�
II POS IIBLUTUR °�
PAR I GI L YO T I I Gcc
\
I \ e-1 I ► Q
I 1 j l I RIM=
0` 60' 11 ` I \ �oG8.0 RIM=GG B. I=G1o8.0 I I 1 I I 1
I I I 111 W
W \ m ro w a w I
668
Y I16
67
I AIG
B-14 �� B-15 / I O
I --'d I ee6 I i FIRS FL OR ELEVATI
L-` I I I ` NOT ESS TH N 669.0'
1�-- \ I I
4, I
• G \\�� I - 0-13
0
y3 20
666
r--- °
�rr
6
�G*ENSINGTON RI
l2"E SVCP '
IAD SG
WO SIDED SIGN
PLAN- 3/DRAWIN 5
�C,��
666 %►/
sss
670 R
671 —
�— — — —
167
o'
t
BUTLER
NATIONAL
GOLF
- .COURSE
r
67
ELEVATION - 669.34
IIII
LE_
�I
EXIST
PROP.
it
I
o
_
INLET
O
•
CATCH BASIN
O
O
MANHOLE
I ,
m
o
WATER VAULT
I
STORM SEWER
ID
}_
SANITARY SEWER
to
�w.
WATER MAIN
(D
°
°
+
FIRE HYDRANT
FLARED END SECTION
U'.
DRAINAGE FLOW
I /
OVERLAND FLOOD ROUTE
i
I '
�--�
EXISTING CONTOUR
I
I Or
PROPOSED CONTOUR WITHOUT
FLOODPLAIN REGRADING
/
SOIL BORING LOCATION
—•••-• --
EXISTING 100 Yr.
FLOODPLAIN
PROPOSED 100 Yr. ��
FLOODPLAIN /
II
"—'—
EXISTING 100 Yr.
FLOODWAY LIMITS
PROPOSED CONTOUR WITH
FLOODPLAIN REGRADING
GROS"U" NG
AREA :60,00 .F-
L__ � L__ B•* J � _ L__ _ _ — � 675 /
BUILDING MEI HT NOT O
��. ; �• . ti 66'✓�/-EXCEED EL.7 4.0' \ \ \ \ \ 874
,663 40 F¢OT PARKING G��..,\ 5 .B\
SEy ACK LINE
jOfOkBICYCLE PATH
a.., _...
ON m 1 11 MEN
_____�_ EXISTING 0 9,
REVISIONS
690. DATE DESCRIPTION 690. DATE DESCRIPTION
I 12/13/91 PER VILLAGE REVIEW
2 1/27/92 PER VILLAGE REVIEW
3 1/30/92 MATCH REV. PARK DISTRICT PLAN
4 2
/4/92 MISCELLANEOUS REVISIONS
PLANS PREPARED FOR:
MC
DONALD'S CORPORATION
OFFICE CAMPUS
PROPOSED FLOODPLAIN REGRADING, ALT. 1
AUTUMN OAKS SITE
DESIGNED BY: D.D.L. DATE: -I I - 14 - 91
,� � FILE 690.
DRAWN BY: K.M.R. SCALE: I - 50
n
=ONSULTING
ENGINEERS � Bollinger, Lach &Associates, Inc.
SJRVEVORS 1010 JORIE BLVD • OAK BROOK, 1L 60522 • 708 9901385
,
SHEET
I
OF 2
ON m 1 11 MEN
_____�_ EXISTING 0 9,
REVISIONS
690. DATE DESCRIPTION 690. DATE DESCRIPTION
I 12/13/91 PER VILLAGE REVIEW
2 1/27/92 PER VILLAGE REVIEW
3 1/30/92 MATCH REV. PARK DISTRICT PLAN
4 2
/4/92 MISCELLANEOUS REVISIONS
PLANS PREPARED FOR:
MC
DONALD'S CORPORATION
OFFICE CAMPUS
PROPOSED FLOODPLAIN REGRADING, ALT. 1
AUTUMN OAKS SITE
DESIGNED BY: D.D.L. DATE: -I I - 14 - 91
,� � FILE 690.
DRAWN BY: K.M.R. SCALE: I - 50
n
=ONSULTING
ENGINEERS � Bollinger, Lach &Associates, Inc.
SJRVEVORS 1010 JORIE BLVD • OAK BROOK, 1L 60522 • 708 9901385
,
SHEET
I
OF 2