General Site Plan, Outside Piping Pg 10
T
i
O
6" RIPRAP DITCH ^I 30" CONCRETE
AIR GAP 20'-0" APRON ENDWALL
r rr
10 -0 EASEMENT LINE
o o o,: ooh r
� EI. 729.0 6"
24" RCP CLASS IV
3'x3' CONCRETE I ;
SPLASH PAD
BITUMINOUS_ ACCESS ROAD 30" CP
— — - 0 CLAS III
4 MG EI. 714.0 a
00-1�< TANK WALL RESERVOIR
3" DIP CLASS 53
(NO CHECK VALVE) 24" CONCRETE
12 6" DIP CLASS 52 APRON ENDWALL-
62 12rr FROM RESERVOIR 30" CONCRETE
EI. 707.0 FOUNDATION DRAM APRON ENDWALL
9 EI. 708.50 5,-0„
___ __'_ Inv. EI. 703.25 4" DIP CLASS 52 FROM
16" DIP CLASS 52 (RJ) 2���P G�P� 3 �„ PUMPING STATION
2� � `—IDOT"CRUSHED
8" DIP CLASS 52 (RJ) 6" PERFORATED PVC STONE CA -12, _� FOUNDATION DRAIN 24" CONCRETE p 20' 0"
;� PIPE SLOPE 0.5°5 GRADE A APRON ENDWALL ^a., I
24" RCP
: SEE FOUNDATION DRAIN DETAIL FOUNDATION DRAIN DETAILJ 6" RIPRAP DITCH o a o CLASS iV
EXISTING DWC SUMP o '
METERING STATION ;j SCALE 0 2 4 Feet EI. 700.0 PUMP °,.4fo
•`
16
(BY OTHER;
16" DIP
CLASS 52
(RJ)
6" DIP
CLASS 52
(RJ)
VALVE
VAULT
DIESEL FUEL
STORAGE TANK
APPROVED -___---------
DSGN. REVIEWED
CHKD.
CIVIL.
DWN.
MECH.
CHKD.
SUBM. ELECT.
`I►Lmimmill?
DATE
GENERAL SITE PLAN
OUTSIDE PIPING
HE S ENVIRONMENTAL SERZES.INC. ----------------
PROJECT MANAGER
CHICAGO, ILLINOIS DATE DRAWING No.
NATURE OF REVISION BY CHKD. APPD. JAN 1989 2126 G -SW i