General Site Plan, Outside Piping Pg 2PAVEMENT TO HAVE
CROWN AND SLOPES AS
SHOWN BY CONTOURS
1 1/2" SURFACE COURSE
1 1/2" BINDER COURSE
BASE COURSE AS REQUIRED
(12" MIN.)
EI. 711
20'-0"
PAVEMENT DETAIL
NOT TO SCALE
PROPERTY LINE
6" RIPRAP
EL 710.0
APPROVED ---_--_—
7'#
19 cm
e CV
r
BARRIER CURB
20' ROADWAY
SECTION A -A
NOT TO SCALE
DSGN. REVIEWED
CHKD.
CIVIL.
DWN.
MECH.
CHKD.
SUBM. ELECT.
El
EXIST
OWC METER
STAT
20'-C
7'-C
DIESEL FUEL
STORAGE TANK
PROPERTY CORNER
10'-0'"
SECTION B -B
NOT TO SCALE
0 0
+
NOTE: GRADE THIS AREA TO DRAIN TO TOLL m
SEE DRAWING No. 2126 G-SW3 I
AI
1
4OTES
1. FOR PLAN AND SECTIONS OF DETENTION POND, DITCH AND
RESERVOIR OVERFLOW SEE DRAWING No. 2126 G -SW•
2. FOR SECTIONS OF RETAINING WALL AND RESERVOIR
OVERFLOW SEE DRAWING No. 2126 G2 -M4.
SCALE 0 40 80 Feet
VILLAGE OF OAK BROOK
OAK BROOK, ILLINOIS
JVATER WORKS PROJECTI SITE B - PUMPING STATION
AND RESERVOIR
FINAL GRADING AND
PAVING SITE PLAN
ONSENVIRONMENTAL SERVICES. INC.
CHICAGO, ILLINOIS DATE
DATE NATURE OF REVISION BY CHKD. APPD. JAN. 1989
PROJECT MANAGER
DRAWING No.
2126 G-SW21
I