Proposed Parking Lot, ',
@.
11�_
U.1 4'-0" UNLESS '
5• 5"
NOTED OTHERWISE
ON PLANS L+o
N
_ e
D
p � C
PRECAST CONCRETE BASE
2" SEWER BEDDING
TYPE A
TYPE C
u I
I I
1 I wl
>
CATCH BASIN
\(o?0 4
PROPOSED PARKING SPACE
8' 6" MIN WIDTH (TYP) 668.55_
668 35
REMOVE EXISTING CURB
PLANTER
u72 00l �G7
'6)l (o
66985'
dbB. ss
110.0' PROPERTY LINE' _7, .WI
TO BACK OF CURB
NEW PARKING (172- "1
45 space (.72�asr
1 w !9-. /072.x+ I, 990 _
668.35
DJUST OR RECONSTRUCT STRUCTURE
TO RIM ELEV. 668.00 7y201
1673 05
DJUST OR RECONSTRUCT STRUCTURE a.m
669.50
TO RIM ELEV. 668.00
i.s" Bit. Conc. Surface Course Cl I�
Heavy duty frame and grates in all areas.
Contractor is to verify location of all utilities prior to
work and is responsible for dar..=ae to sane.
Contractor to verify all elevations prior to work ar.d if
any discreTancies, is to notify the engineer at once.
The contr=ctor sh;,.11 indemnify the owner, the engineer, and
the village, their agents, etc., from all liability involved
with the construction, install tion, and testing of 211
work associated with this project.
All Dror;osed s-initary sewrnr, sto-n Sewer, or wn.'_er lines
ly'_r.g •ander or within 3'-0 Of Win, r^ved -re= sh• 11 be hack-
fl'�='� '7it!7an %,cc°_:7 :'151e �r-rn*'_ar m-aeri=l and cC.�::=Cted In
9 inch lifter to 'a
Wherever a sewer Crosses under a waterma,n, the
minimum vertical distance from the top of the sewer to
the bottom of the watesmain shall be 18 inches.
Furthermore, a mininnn horizontal distance of 10 feet
bptween sanitary sewers and waterma ns shall be main-
tained unless: the sewer is laid in a separate trench,
keeping a minimum 18" vertical separation; or the sewer
is laid in the same trench with the watexm3in located at
the opposite side on a bench of undisturbed earth,
keeping a minimum 18" vertical separation. If either
the vertical or horizontal distances descry
cannot be maintained, or the sewer crosses above the
watermain, then, within a distance of 10 feeE on either
V
Z
e�
ADJUST OR RECONSTRUCT STRUCTURE
TO RIM ELEV 668.00
MATCH EXISTING
BARRIER CURB
-EXISTING
5" Bit. Conc. Binder Course, 'Cl. 'I
W
��70 N6
/ G7090
oz9
,, 7°\ / /
8.5" Crushed Stone base
11
PROJECT
NOTES
b�Fln, wirL
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PLANTER
(175 h
�'
or' nr.k•+q ori
-f.ul. Ei. (0735
NOTE:
Contractor is to notify Village
Engineer and appropriate
IIb�S�bj
F
utility companies 72 hrs. prior
to start of construction.
PROP. BARRIER CURB
c
All necessary precautions shall
be taken to prevent damage
�
to any existing utility.
66900_
o
+'
FYR cT-oI MI,tM1JfL
6665_54
State of
Illinois "Standard Specifictions
for Road and Bridge"
o
Oct. 1,
1979 and "Standard Specifications
for Water and Sewer
ADJUST OR RECONSTRUCT
Main Const.
in Illinois" Sept. 1978, and latest supplements shall
STRUCTURE TO RIM ELEV. 668.00
apply to
this project.
e�
Qco
a
^
06
30\
Provide
band -seal joint at connections between dissimilar material -
C
C.75 85
Heavy duty frame and grates in all areas.
Contractor is to verify location of all utilities prior to
work and is responsible for dar..=ae to sane.
Contractor to verify all elevations prior to work ar.d if
any discreTancies, is to notify the engineer at once.
The contr=ctor sh;,.11 indemnify the owner, the engineer, and
the village, their agents, etc., from all liability involved
with the construction, install tion, and testing of 211
work associated with this project.
All Dror;osed s-initary sewrnr, sto-n Sewer, or wn.'_er lines
ly'_r.g •ander or within 3'-0 Of Win, r^ved -re= sh• 11 be hack-
fl'�='� '7it!7an %,cc°_:7 :'151e �r-rn*'_ar m-aeri=l and cC.�::=Cted In
9 inch lifter to 'a
Wherever a sewer Crosses under a waterma,n, the
minimum vertical distance from the top of the sewer to
the bottom of the watesmain shall be 18 inches.
Furthermore, a mininnn horizontal distance of 10 feet
bptween sanitary sewers and waterma ns shall be main-
tained unless: the sewer is laid in a separate trench,
keeping a minimum 18" vertical separation; or the sewer
is laid in the same trench with the watexm3in located at
the opposite side on a bench of undisturbed earth,
keeping a minimum 18" vertical separation. If either
the vertical or horizontal distances descry
cannot be maintained, or the sewer crosses above the
watermain, then, within a distance of 10 feeE on either
V
Z
e�
ADJUST OR RECONSTRUCT STRUCTURE
TO RIM ELEV 668.00
MATCH EXISTING
CURB-
-EXISTING
CURB TO REMAIN
W
��70 N6
/ G7090
oz9
,, 7°\ / /
EXISTING RESTRICTOR
ADJUST OR RECONSTRUCT STRUCTURE TO RIM ELEV FFR nn
11
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\1�_REGRADE TO PROPOSED \
CONTOURS. ALL SLOPES GREATER
THAN 4:1 TO RECEIVE CROWN
VETCH PLANTINGS, (CORONiLLA 2"
POTS 10" O.C. TRIANGULAR SPACING
STRAW BALE DETAIL
side le the watean ap the sewer pipe shall be cast iron, STRAW BALES /YROIjND .6 SF/PLANT), ALL OTHER AREAS TO
ductile iron or an approves equi ent. i/z- .Qctx�� (z Pc�- �/�] to as
DRAIN AREA o z'/�� rr�� 6,- , RECIEVE SOD.
When connecting to an existing sewer main by means �TyP.ca/J
other than an existing wye, tee, or an existing manhole, ALL GRASS AREAS TO HAVE A MIN. OF 4" TOP SOIL
one of the following methods shall be used.
1. Circular saw -cut of sewer main by proper tools ALL DIP STORM SEWERS SHALL BE CLASS 50 W/PUSH ON JTS. (A21.11)
("Se.✓er-Tap" machine or similar) and proper ALL RCP STORM SEWERS SHALL BE CLASS 5
installation of hub-wye saddle or hub -tee saddle.
ALL 8" STORM SEWERS TO BE EQUAL OR GREATER THAN A 0.75% SLOPE
2. Remove an entire section of pipe (breaking only
the top of one bell) and replace with a wye or �tT5tAT'YL'N�,
tee branch section. -
(9k�(-(4n Fb�etosTi
3. With pipe cutter, neatly and accurately cut out
desired length of pipe for insertion of proper
fitting, using "Band -Seal" or similar couplings
to hold it firmly in place.
EROSION PROTECTION DETAILS r_ 2E rn ! row veH4sv aF s�
NOTES:
A) ALL SITE RUN-OFF FROM NON -VEGETATED AREAS SHALL PASS THRU
STRAW BALE DAMS PRIOR TO RELEASE FROM SITE.
B) ALL SILTATION BASINS AND BALE DAMS SHALL BE MAINTAINED
DURING THE COURSE OF CONSTRUCTION
C) EROSION AND SEDIMENTATION CONTROL SHALL CONFORM TO THE
VILLAGE OF OAKBROOK ORDINANCES.
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\1�_REGRADE TO PROPOSED \
CONTOURS. ALL SLOPES GREATER
THAN 4:1 TO RECEIVE CROWN
VETCH PLANTINGS, (CORONiLLA 2"
POTS 10" O.C. TRIANGULAR SPACING
STRAW BALE DETAIL
side le the watean ap the sewer pipe shall be cast iron, STRAW BALES /YROIjND .6 SF/PLANT), ALL OTHER AREAS TO
ductile iron or an approves equi ent. i/z- .Qctx�� (z Pc�- �/�] to as
DRAIN AREA o z'/�� rr�� 6,- , RECIEVE SOD.
When connecting to an existing sewer main by means �TyP.ca/J
other than an existing wye, tee, or an existing manhole, ALL GRASS AREAS TO HAVE A MIN. OF 4" TOP SOIL
one of the following methods shall be used.
1. Circular saw -cut of sewer main by proper tools ALL DIP STORM SEWERS SHALL BE CLASS 50 W/PUSH ON JTS. (A21.11)
("Se.✓er-Tap" machine or similar) and proper ALL RCP STORM SEWERS SHALL BE CLASS 5
installation of hub-wye saddle or hub -tee saddle.
ALL 8" STORM SEWERS TO BE EQUAL OR GREATER THAN A 0.75% SLOPE
2. Remove an entire section of pipe (breaking only
the top of one bell) and replace with a wye or �tT5tAT'YL'N�,
tee branch section. -
(9k�(-(4n Fb�etosTi
3. With pipe cutter, neatly and accurately cut out
desired length of pipe for insertion of proper
fitting, using "Band -Seal" or similar couplings
to hold it firmly in place.
EROSION PROTECTION DETAILS r_ 2E rn ! row veH4sv aF s�
NOTES:
A) ALL SITE RUN-OFF FROM NON -VEGETATED AREAS SHALL PASS THRU
STRAW BALE DAMS PRIOR TO RELEASE FROM SITE.
B) ALL SILTATION BASINS AND BALE DAMS SHALL BE MAINTAINED
DURING THE COURSE OF CONSTRUCTION
C) EROSION AND SEDIMENTATION CONTROL SHALL CONFORM TO THE
VILLAGE OF OAKBROOK ORDINANCES.
_VARIES_ SUBGRADE
9� R'
•'� ;RANULAR TRENC4 cn
BACKFILL AS READ X
i 1 QI
;RANUL AR F' L AT
TRENCH yACKFiL,_
SECT�CN
t
Y T t � $7 (�
rORNUL R G•=3=+ C,.^ of
FILL
PIPE 4.Q. -i
v
SEWER BEDDING
BENCH MARK- ARROW ON F.H. (a INTERSECTION (S.W.X.) C
KENSINGTON AND KENSINGTON CT. ELEV. 669.28 W
---EXISTING CURB TO REMAIN
R
TO- v
EXISTING DETENTION BASIN TO BE REGRADED
TO PROPOSED CONTOURS AND GRADES, 98 e+ tt�te s }� Z' A�o
AREA TO RECIEVE SOD." Com.
LEGEND AA n�
0 • EXISTING, PROPOSED SANITARY MANHOLEIZ �!s� A
C) n EXISTING, PROPOSED STORM MANHOLE m ��wriw� vT
= PLANeor�>w'x+w write lar Q
171 EXISTING, PROPOSED STORM INLET `;:w::;r;rrrrisr::rr;;r:r;;:r;:;;r;;rrrr:::;::rtr;rrrt::
0 ■ EXISTING, PROPOSED CATCH BASIN +z=o' _ W
2' L�Ca<cc fv�l,� /
® 9 EXISTING, PROPOSED VALVE 81 VAULT v,
W EXISTING, PROPOSED FIRE HYDRANT
EXISTING, PROPOSED STREET LIGHT
SANITARY SEWER
-�--- STORM SEWER
- -- WATERMAIN
CV.GKFII.L IgQ' LEF t�JEt�
--�f- EXISTING PROPOSED DRAINAGE PATTERN
Ham-
((4ea0) fo6Cvo EXISTING, PROPOSED ELEVATIONS - - 2 0Vale Ott
686.50 686.50 EXISTING, PROPOSED TOP OF CURB
(1686.00/686.00 EXISTING, PROPOSED EDGE OF PAVEMENT L---___ _____ IIIii I`` ✓ 1 - DcLraa
SECTION coM�t1C�rac�� Lf� 1'
.�//uNsr�j.y�� ��p/��-/[�.y��11
V' 4A4 VST. RaW4VZ ,,,.vim 14
�a�-e- I� �r'{z.�-2 FEtz Ytt�lf361z
Timber Planter Details I
pill �
Ili
FEB 0. 0
.0 1985
VILLAGE OF OAK BROOK, II
ADMINISTRATION
LU
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III
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12835.002
Project No.
File No.
1 OF 1
Sheet No.
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E'..EWiY:f+di='�h.�Ci(GLE
fr%CBF� IwxCh m� / i
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or' nr.k•+q ori
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C-�HFstv6C Hr""[tWy •••. F'�ab. %✓"(I"4 �r'k1sC/DE
Shade Tree Planting Detail
_VARIES_ SUBGRADE
9� R'
•'� ;RANULAR TRENC4 cn
BACKFILL AS READ X
i 1 QI
;RANUL AR F' L AT
TRENCH yACKFiL,_
SECT�CN
t
Y T t � $7 (�
rORNUL R G•=3=+ C,.^ of
FILL
PIPE 4.Q. -i
v
SEWER BEDDING
BENCH MARK- ARROW ON F.H. (a INTERSECTION (S.W.X.) C
KENSINGTON AND KENSINGTON CT. ELEV. 669.28 W
---EXISTING CURB TO REMAIN
R
TO- v
EXISTING DETENTION BASIN TO BE REGRADED
TO PROPOSED CONTOURS AND GRADES, 98 e+ tt�te s }� Z' A�o
AREA TO RECIEVE SOD." Com.
LEGEND AA n�
0 • EXISTING, PROPOSED SANITARY MANHOLEIZ �!s� A
C) n EXISTING, PROPOSED STORM MANHOLE m ��wriw� vT
= PLANeor�>w'x+w write lar Q
171 EXISTING, PROPOSED STORM INLET `;:w::;r;rrrrisr::rr;;r:r;;:r;:;;r;;rrrr:::;::rtr;rrrt::
0 ■ EXISTING, PROPOSED CATCH BASIN +z=o' _ W
2' L�Ca<cc fv�l,� /
® 9 EXISTING, PROPOSED VALVE 81 VAULT v,
W EXISTING, PROPOSED FIRE HYDRANT
EXISTING, PROPOSED STREET LIGHT
SANITARY SEWER
-�--- STORM SEWER
- -- WATERMAIN
CV.GKFII.L IgQ' LEF t�JEt�
--�f- EXISTING PROPOSED DRAINAGE PATTERN
Ham-
((4ea0) fo6Cvo EXISTING, PROPOSED ELEVATIONS - - 2 0Vale Ott
686.50 686.50 EXISTING, PROPOSED TOP OF CURB
(1686.00/686.00 EXISTING, PROPOSED EDGE OF PAVEMENT L---___ _____ IIIii I`` ✓ 1 - DcLraa
SECTION coM�t1C�rac�� Lf� 1'
.�//uNsr�j.y�� ��p/��-/[�.y��11
V' 4A4 VST. RaW4VZ ,,,.vim 14
�a�-e- I� �r'{z.�-2 FEtz Ytt�lf361z
Timber Planter Details I
pill �
Ili
FEB 0. 0
.0 1985
VILLAGE OF OAK BROOK, II
ADMINISTRATION
LU
U
I�
0 i
III
CD
0
4.L
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0
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Im
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12835.002
Project No.
File No.
1 OF 1
Sheet No.