Final Engineering Improvement Plans Pg 2DATA TABLE
AREA SUMMARY LOT 1 = 49,756 SF
LOT 2 = 45,364 SF
TOTAL SUBDIVISION AREA = 95,120 SF
= 2.184 AC
EXISTING ZONING = R2
PROPOSED ZONING = R2
SETBACK DATA FOR R2 ZONING
FRONT: 40FEET
SIDE: 18 FEET
REAR: 60 FEET
FLOODPLAIN NOTE:
NO FLOOPLAIN IS PRESENT ON PROPERTY
PER FEMA MAP NUMBER 17043 C 0183 A
DATED: JULY 7. 2010
NOTE'
FINAL PLAT WILL DEPICT ALL EXISTING
& PROPOSED EASEMENTS.
PROFESSIONAL DESIGN FIRM NUMBER: 184.001186
SITE BENCHMARK
ELEV. 868.69 (MEA!
(SEE DESCR
CONNECT TO EX. 8"
WATERMAIN PER VILLAGE OF
OAK BROOK REQUIREMENTS
EX. WATER SERVICE TO BE
CAPPED AT WATERMAN PER
VILLAGE REQUIREMENTS
CONNECT TO EX. 30" SANITARY
SEWER PER FCWRD REQUIREMENTS
PROP. 6" PVC (SDR 26) SANITARY
SERVICE STUB O 1.00% MIN.
CONNECT TO EX" 8"
WATERMAIN PER VILLAGE OF
OAK BROOK REQUIREMENTS
CONNECT TO EX 30" SANITARY
SEWER PER FCWRD REQUIREMENTS
PROPOSED TRENCH BACKFlLL WITHIN
R.O.W. PER DUPAGE COUNTY
HIGHWAY DEPT. REQUIREMENTS
1
I L
16621
66®
*6 7.58
I
N
O
`
67.99
m667.5
I io
E%" 12• CULVERT
1
REVISIONS:
DATE BY DESCRIPTION DATE BY DESCRIPTION
5/14/12 1 RT PER VILLAGE COMMENTS -- I
If L_
"1, -I
,X66!
66.01
656.52
X669.84
X669.40 .
IC 30' SANITARY SEWER /
/ J&688:OT"
G WATERMAIN /
-PROP.`1.5` TY X COPPER
WATER SERVICE
667.97
EX- WATER TO BE REMOVED X667.26
VER X668.67
MN /SOUTH LINE: OF LACNND C.REETAININGEWALLD
STONE WALKWAY 6686
�. 2' ROOF OVERHANG
q - Y669.
6.35 (TO FOUNDA ) ' 0
6536 (XTO ROOF 0 ANG)
667.90t'
{
6t.
INV: 566.42
-X667.81 �j66e)u'�
f hGRAVEL DRIVE 7'`... .,.
W 7.70
" /X666.89 -�
X65.77
X666.92 r
i r ''
`�`�
1O / Yi3 i
686.44 (TREE LINE (TVP),
XE
X665.75
X665.59
X665.60
(165)
I
n
i I v
I
n
BENCHMARK (G-3)
ELEV:686.81 (MEASURED)
(SEE DESCRIPTION)
n
INORTH LINE OF
n
SANITA
®I �R:865. 3 MH
GRAPHIC SCALE
30 0 15 30 80
x(664.98 X664.25 X662.57 X561.22 1 1RC)1 = 30 11,.
1 i
j I
3ji686.02
K668.53 X667.84
X664.61 /I l Ir
X667.46 / / / / 0 0691 / % / r L 0 63.74") X66256 j I X660.91 X .....,..,.�
\ C �1g$ L
LOT S
/
X667.23"DOCi - &
X666.71 X66494 , / / -/ FIP 4.31' W.
/ X665.19 X
._X666Q __ -_ 37
N87'39;44�E i
L � _�105.6�'1--- x x �s�
X6666 592.78' (M)
X886.38 '�� ,p P 0.22' N. &
~'Y PLAHUTA ._ .. / X665.40 (486.75''' 592.40',,(R� f FIP A CORNER 01.69' E.
'f23`�iif36�:3o aannI -
Ii6>W-96P.U.E. "HER�BYx�.77 3.7 .
M
TED' 28
TED„ / I - _
/c 1T ✓' 10.00' �IEREBY GRA' r" - -- - - - - - _ - - - -
P.U.E. /- /
309.1A - -= xs6riz / - - - - - -
"ENCLOSED - -
�5 18 BLDG. SETBACK
X669,20 -'. .. - I
✓' ,Y"-- 1REE"1IINE (rw) � 00' �
1667 "
a BLDG SETBACK
PA WALKWAYX665.52 I i Z I Z. 1 I / / I / ' ,yl
X66446
RN _ N i I U I U / j /OREHOLE X658.86 I --X656.90 Q
X62.08 / 659.81 /r Ifof I�
--6377-� 666 EX. RESIDENCE &GARAGE '. } I m AX660.94 X X65Ts61I
NNa=;, TO BE DEMOLISHED Y ' } I m F- U I > N
_X6I5@ 40 - _ _ bre` 09 U X663.3e W I W i f Q J }
665.00 Q I' w N :.��e In 0] >�
6. a" WOOD X665.46 CD W d W I I i ,., li W W
RETAINING. WAS{' F- I _ ' I C-4
1�' W I
66.37 /r'."p J� 65.84 X665,60 /
^6rW6n4.6 664 50" 1
''I IX' 663.88 , IIfGII�I ad -
-
Op I
x�GRAVEL DRIVE m
66 4 21.95' U
.F/F565.04 p;
�
. I/LI0LE�07T.
N
5.m 2
5. L d / 06TL66519 0 d 17 65. p X656.70
16 iz8�j N I 0
< X681.50 4 S0. zn O
49'75FT &0 o I X 2.36 fO X657.j
16.07 1.1 A, 042 AC. i665.2, 00
664.52in
664 63. N OREHOLEXO O
mX664.68 PROP B -BOX (/I
�2196' X I ' SETBACK
BOREHOLE 40.00BLG.6456
_
X660.92
r -PROP 20' N. K COPPER f-'`" .X661.98 } J j I ! x
WATER SERVICIEy rf 664.65' -� j TREE LINE (TYP)
\I _
- \AI
a,a.- YY I - - -
„" �., r ,f' t �1
w
W f �? -- 100' BLDG. SETBACK - - - - - - - - - - - - - -
C 1-50� i
`r %',3iPi00' BLDG SE�f��K'J
B C UTILITY EAS ENT_ �_ I-
`s.ZC�.OD ` -- __ raj 65356
1 P°
- ;HER `GRANTED - - - --rnNc FENCE , -J _ X X 6sa 3.063a 7x XB�( .
' f
EXI
_ f 19
- " vti _ Imo_ _
X6 4�4 "" ke
::
x 10.00 P.U.FX "HERF�Y GRANTED" X }T- X- FIP AT CORNER
20.00 INGRESS AI'D EGRESS AND PUBLIC # )
X x ---- x, 3X ,
UTILITY -E1@ MENT "HEREBY GRANTED" (24;7 5' r*,5, FIP 0.26; S. &
X66403 X664.
,�. ?;`,. > e664.009. 88' 4S ON
• � I FIP 1.41' LINE"
66 59 (R) 594.05 (M) i FIP 1.68' S EXS NG
6 <
884.80 _ ```-'l - ____ 665.p EXISTING SHED
EXISTING t 665.1 665
65.34 BUILDING '08M� ) ,
BUILDING f EXISTNC /� U
S87@28'08
p Q \
~ ! S$7 28 ! `EXISTING SHED � ( j %
I BUILDING CONCRETE 1
PROP. 8' PVC (SDR 26) 1 ?X653.822��
SANITARY SERVICE O 1.00% MIN. 1 r X854.58
1
X662.79 X660j12
X865.20 X664.79 ( - X657.4 /X655.94 I
X664.90 - -
X68.08
IN
j
0,
m�
V C)
r �
0 (n D
--Dv
mo
8 w
a
L_1__-
BY. JJG
ENGINEERING 35701 WEST AVENUE, SUITE 150
RESOURCE WARRENVILLE, ILLINOIS 60555
D BY., ASSOCIATES, INC. PHONE (630) 393-3060 r"tt+ f OCONSULTING ENGINEERS, SCIENTISTS FAX (630) 393-2152ED BY. & SURVEYORS
73
DR. STEVE GRUD
299 SELBORNE
RIVERSIDE.-. IL 60546
T
�� -POWER POLE
OX
[F
STONE WALKWA
2' ROOF OVERH
GAS
X653.46
CONC. RETAINING WALL
�A/C UNIT
ELEC.
`,.._,,._..METER ENCLOSI _ .. SCREEN,
- - 1
6.43'- 8.45' - - - )
o in 18.10'
o � 10.1
ci 667
F/F: 668.53
w 18.
rn Z F CONC.
M w I CISTERN
ZOc N
1I V) (!) � N o MANHOLE
WALKWAY
w0
Y L--
0.70' F- 0E 4.10' as W B" WOOD
00 RETAINING WALL
M F/F: 667.48N 6.37 ----X 665.84
6 I / 66.04
27.60' - - J 8.24 /
i
- - - - - 5.69 POST X665.63
i.42
--."66;, 666.13
` / 666.13 � ---X�665.25
61 --X666.37
RAVEL DRIVE
DETAIL
SCALE: V=20'
SITE PLAN
GRUD-SCHNEIDER SUBD/V/S/ON
OAK BROOK, /L
SCALE: AS NOTED
DATE: APRIL 16, 2012
JOB NO. 111205
SHEET_ 2 _OF 4•_