preliminary design drawings
TRANSCRIPT
PRELIMIN
ARY D
ESIGN
DRAW
ING
S
Preliminary Design Drawings
This page left blank intentionally
Village of Winnetka
Willow Road STADI Project - Contract XXXX
Volume # - Construction Drawings
Preliminary Design Submittal - April 2015
NOT FOR CONSTRUCTION
PRELIMINARY DESIGN PHASE - APRIL 2015
This document is an interim document and not suitable for
construction. As an interim document, it may contain data
that is potentially inaccurate or incomplete and is not to be
relied upon without the express written consent of the preparer.
SCALE
DESIGNED
DRAWN
CHECKED
WARNING
10
REV DATE BY DESCRIPTION
IF THIS BAR DOES
NOT MEASURE 1"
THEN DRAWING IS
NOT TO SCALE
1
2
SHEET
WILLOW ROAD STADI PROJECT - CONTRACT XXXX
10504271
VILLAGE OF WINNETKA
510 GREEN BAY ROAD
WINNETKA, ILLINOIS 60093
NOT FOR CONSTRUCTION
PRELIMINARY DESIGN PHASE - APRIL 2015
This document is an interim document and not suitable for
construction. As an interim document, it may contain data
that is potentially inaccurate or incomplete and is not to be
relied upon without the express written consent of the preparer.J JOHNSON
N STEPINA
GENERAL
M LUH
G-1
AS SHOWN
LOCATION AND VICINITY MAP
VICINITY MAP
LOCATION MAP
VILLAGE LIMITS
LAKE MICHIGAN
PROJECT
LOCATION
LAKE MICHIGAN
SCALE
DESIGNED
DRAWN
CHECKED
WARNING
10
REV DATE BY DESCRIPTION
IF THIS BAR DOES
NOT MEASURE 1"
THEN DRAWING IS
NOT TO SCALE
1
2
SHEET
WILLOW ROAD STADI PROJECT - CONTRACT XXXX
10504271
VILLAGE OF WINNETKA
510 GREEN BAY ROAD
WINNETKA, ILLINOIS 60093
NOT FOR CONSTRUCTION
PRELIMINARY DESIGN PHASE - APRIL 2015
This document is an interim document and not suitable for
construction. As an interim document, it may contain data
that is potentially inaccurate or incomplete and is not to be
relied upon without the express written consent of the preparer.
M LUH
GENERAL
M LUH
G-2
NO SCALE
LIST OF DRAWINGS
GENERAL
1
-- COVER SHEET 30% ISSUED
2
G-1 LOCATION AND VICINITY MAP 30% ISSUED
3
G-2 LIST OF DRAWINGS 30% ISSUED
4
G-3 SYMBOLS N/A
5
G-4 ABBREVIATIONS 30% ISSUED
6
G-5 GENERAL NOTES - I N/A
7
G-4 GENERAL NOTES - II N/A
GENERAL CIVIL
8
GC-1 GENERAL NOTES AND SYMBOLS 30% ISSUED
9
GC-2 CIVIL DETAILS - MANHOLES N/A
10
GC-3 CIVIL DETAILS - INLETS N/A
11
GC-4 CIVIL DETAILS - STORMWATER BMPS N/A
12
GC-5CIVIL DETAILS - TRENCH, EXCAVATION
N/A
13
GC-6 CIVIL DETAILS - WATER DETAILS N/A
14
GC-7 CIVIL DETAILS - SANITARY DETAILS N/A
15
GC-8 CIVIL DETAILS - PAVEMENT CROSS SECTIONS N/A
16
GC-9CIVIL DETAILS - SIDEWALKS, DRIVEWAYS
N/A
17
GC-10
CIVIL DETAILS - LANDSCAPING (1 OF 2)
N/A
18
GC-11CIVIL DETAILS - LANDSCAPING (2 OF 2)
N/A
19
GC-12
CIVIL DETAILS - SEDIMENT AND EROSION CONTROL (1 OF 2)
N/A
20
GC-13
CIVIL DETAILS - SEDIMENT AND EROSION CONTROL (2 OF 2)
N/A
21
GC-14 CIVIL DETAILS - TRAFFIC CONTROL N/A
PLAN AND PROFILE
22
WIPP-1 WILLOW ROAD TUNNEL KEY PLAN 30% ISSUED
23
WIPP-2 WILLOW ROAD TUNNEL STA 0+00 TO STA 11+00 30% ISSUED
24
WIPP-3 WILLOW ROAD TUNNEL STA 11+00 TO STA 22+00 30% ISSUED
25
WIPP-4 WILLOW ROAD TUNNEL STA 22+00 TO STA 33+00 30% ISSUED
26
WIPP-5 WILLOW ROAD TUNNEL STA 33+00 TO STA 44+00 30% ISSUED
27
WIPP-6 WILLOW ROAD TUNNEL STA 44+00 TO STA 55+00 30% ISSUED
28
WIPP-7 WILLOW ROAD TUNNEL STA 55+00 TO STA 66+00 30% ISSUED
29
WIPP-8 WILLOW ROAD TUNNEL STA 66+00 TO STA 77+00 30% ISSUED
30
WIPP-9 WILLOW ROAD TUNNEL STA 77+00 TO STA 88+00 30% ISSUED
31
WIPP-10 WILLOW ROAD TUNNEL STA 88+00 TO STA 99+00 30% ISSUED
32
WOPP-1 WOODLAND AVE STORM SEWER KEY PLAN 30% ISSUED
33
WOPP-2 WOODLAND AVE STORM SEWER STA 200+00 TO STA 204+00 30% ISSUED
34
WOPP-3 WOODLAND AVE STORM SEWER STA 204+00 TO STA 208+00 30% ISSUED
35
WOPP-4 WOODLAND AVE STORM SEWER STA 208+00 TO STA 212+00 30% ISSUED
36
WOPP-5 WOODLAND AVE STORM SEWER STA 212+00 TO STA 216+00 30% ISSUED
37
WOPP-6 WOODLAND AVE STORM SEWER STA 216+00 TO STA 220+00 30% ISSUED
38
WOPP-7 WOODLAND AVE STORM SEWER STA 220+00 TO STA 224+00 30% ISSUED
39
WOPP-8 WOODLAND AVE STORM SEWER STA 224+00 TO STA 227+13 30% ISSUED
40
WOPP-9 WINNETKA AVE STORM SEWER STA 230+00 TO STA 234+00 30% ISSUED
41
WOPP-10 WINNETKA AVE STORM SEWER STA 234+00 TO STA 238+00 30% ISSUED
42
POPP-1 POPLAR STREET STORM SEWER KEY PLAN 30% ISSUED
43
POPP-2 OAK STREET STORM SEWER STA 300+25 TO STA 304+50 30% ISSUED
44
POPP-3 POPLAR STREET STORM SEWER STA 310+00 TO STA 314+00 30% ISSUED
45
POPP-4 POPLAR STREET STORM SEWER STA 314+00 TO STA 318+00 30% ISSUED
46
POPP-5 POPLAR STREET STORM SEWER STA 318+00 TO STA 322+00 30% ISSUED
47
POPP-6 POPLAR STREET STORM SEWER STA 322+00 TO STA 325+00 30% ISSUED
48
POPP-7 ASH STREET STORM SEWER STA 340+00 TO STA 344+00 30% ISSUED
49
POPP-8 ASH STREET STORM SEWER STA 344+00 TO STA 346+50 30% ISSUED
50
BIPP-1 BIRCH STREET STORM SEWER KEY PLAN 30% ISSUED
51
BIPP-2 BIRCH STREET STORM SEWER STA 400+00 TO STA 404+00 30% ISSUED
52
BIPP-3 BIRCH STREET STORM SEWER STA 404+00 TO STA 408+00 30% ISSUED
53 BIPP-4 BIRCH STREET STORM SEWER STA 408+00 TO STA 412+00 30% ISSUED
54 BIPP-5 BIRCH STREET STORM SEWER STA 412+00 TO STA 416+00 30% ISSUED
55 BIPP-6 BIRCH STREET STORM SEWER STA 416+00 TO STA 420+00 30% ISSUED
56 BIPP-7 BIRCH STREET STORM SEWER STA 420+00 TO STA 423+00 30% ISSUED
57 LOPP-1 LOCUST STREET STORM SEWER KEY PLAN 30% ISSUED
58 LOPP-2 WESTMOOR ROAD STORM SEWER STA 500+00 TO STA 504+00 30% ISSUED
59 LOPP-3 LOCUST STREET STORM SEWER STA 510+00 TO STA 514+00 30% ISSUED
60 LOPP-4 LOCUST STREET STORM SEWER STA 514+00 TO STA 518+00 30% ISSUED
61 LOPP-5 LOCUST STREET STORM SEWER STA 518+00 TO STA 522+00 30% ISSUED
62 LOPP-6 LOCUST STREET STORM SEWER STA 522+00 TO STA 526+00 30% ISSUED
63 LOPP-7 LOCUST STREET STORM SEWER STA 526+00 TO STA 530+00 30% ISSUED
64 LOPP-8 LOCUST STREET STORM SEWER STA 530+00 TO STA 534+00 30% ISSUED
65 LOPP-9 LOCUST STREET STORM SEWER STA 534+00 TO STA 538+00 30% ISSUED
66 LOPP-10 LOCUST STREET STORM SEWER STA 538+00 TO STA 542+00 30% ISSUED
67 LOPP-11 LOCUST STREET STORM SEWER STA 542+00 TO STA 546+00 30% ISSUED
68 LOPP-12 LOCUST STREET STORM SEWER STA 546+00 TO STA 549+50 30% ISSUED
69 BEPP-1 BERKELEY AVE STORM SEWER KEY PLAN 30% ISSUED
70 BEPP-2 PINE STREET STORM SEWER STA 700+00 TO STA 704+00 30% ISSUED
71 BEPP-3 HIBBARD ROAD STORM SEWER STA 710+00 TO STA 714+00 30% ISSUED
72 BEPP-4 HIBBARD ROAD STORM SEWER STA 714+00 TO STA 718+00 30% ISSUED
73 BEPP-5 HIBBARD ROAD STORM SEWER STA 718+00 TO STA 722+00 30% ISSUED
74 BEPP-6 ELM STREET STORM SEWER STA A0+00 TO STA A4+00 30% ISSUED
75 BEPP-7 ELM STREET STORM SEWER STA A4+00 TO STA A8+00 30% ISSUED
76 BEPP-8 BERKELEY AVE EXTENSION STA A8+00 TO STA A11+97 30% ISSUED
77 BEPP-9 BERKELEY AVE EXTENSION STA 600+00 TO STA 604+00 30% ISSUED
78 BEPP-10 BERKELEY AVE STORM SEWER STA 604+00 TO STA 608+00 30% ISSUED
79 BEPP-11 BERKELEY AVE STORM SEWER STA 608+00 TO STA 612+00 30% ISSUED
80 BEPP-12 BERKELEY AVE STORM SEWER STA 612+00 TO STA 613+81 30% ISSUED
81 BEPP-13 ASH STREET STORM SEWER STA 620+00 TO STA 624+00 30% ISSUED
82 BEPP-14 ASH STREET STORM SEWER STA 624+00 TO STA 628+00 30% ISSUED
82 RESERVED N/A
83 RESERVED N/A
CIVIL
84 C-1 WILLOW/HIBBARD JUNCTION CHAMBER - SITE PLAN N/A
85 C-2 WILLOW/HIBBARD JUNCTION CHAMBER - CIVIL SECTIONS N/A
86 C-3 WILLOW/HIBBARD JUNCTION CHAMBER - LANDSCAPING PLAN N/A
87 C-4 WILLOW/HIBBARD JUNCTION CHAMBER - EROSION CONTROL N/A
88 C-5 HIBBARD N/O SPRUCE JUNCTION CHAMBER - SITE PLAN N/A
89 C-6 HIBBARD N/O SPRUCE JUNCTION CHAMBER - CIVIL SECTIONS N/A
90 C-7 HIBBARD N/O SPRUCE JUNCTION CHAMBER - LANDSCAPING PLAN N/A
91 C-8 HIBBARD N/O SPRUCE JUNCTION CHAMBER - EROSION CONTROL N/A
92 C-9 LAKE MICHIGAN OUTFALL - SITE PLAN N/A
93 C-10 LAKE MICHIGAN OUTFALL - CIVIL PLAN AND SECTIONS 30% ISSUED
94 C-11 LAKE MICHIGAN OUTFALL - CONSTRUCTION LIMITS AND N/A
95 C-12 LAKE MICHIGAN OUTFALL - LANDSCAPING PLAN N/A
96 C-13 LAKE MICHIGAN OUTFALL - EROSION CONTROL N/A
TRAFFIC CONTROL
97 T-1
TRAFFIC CONTROL PLAN (1 OF 7)
N/A
98 T-2
TRAFFIC CONTROL PLAN (2 OF 7)
N/A
99 T-3TRAFFIC CONTROL PLAN (3 OF 7)
N/A
100 T-4
TRAFFIC CONTROL PLAN (4 OF 7)
N/A
101 T-5TRAFFIC CONTROL PLAN (5 OF 7)
N/A
102 T-6
TRAFFIC CONTROL PLAN (6 OF 7)
N/A
103 T-7
TRAFFIC CONTROL PLAN (7 OF 7)
N/A
GEOTECHNICAL
104 GT-1 GEOTECHNICAL NOTES N/A
105 GT-2 SHAFT SUPPORT SYSTEM N/A
106 GT-3 GROUND IMPROVEMENT UNDER RAILROAD VIADUCT N/A
107 GT-4 TUNNEL INITIAL SUPPORT SYSTEM N/A
108 GT-5 TUNNEL FINAL SUPPORT SYSTEM & GROUTING N/A
109 GT-6 TUNNEL DETAILS N/A
110 GT-7 GEOTECHNICAL INSTRUMENTATION FOR TUNNEL N/A
STRUCTURAL
111 S-1 WILLOW/HIBBARD JUNCTION CHAMBER - PLANS AND SECTIONS N/A
112 S-2 WOODLAND/ELDER JUNCTION CHAMBER - PLANS AND SECTIONS N/A
113 S-3 POPLAR/CHERRY JUNCTION CHAMBER - PLANS AND SECTIONS N/A
114 S-4 HIBBARD N/O SPRUCE JUNCTION CHAMBER - PLANS AND SECTIONS N/A
115 S-5 WILLOW/BERKELEY DROP STRUCTURE - PLANS AND SECTIONS N/A
116 S-6
WILLOW/LOCUST AND WILLOW/POPLAR DROP STRUCTURES - PLANS AND
SECTIONS
N/A
117 S-7
WILLOW/BIRCH AND WILLOW/WOODLAND DROP STRUCTURES - PLANS
AND SECTIONS
N/A
118 S-8
LAKE MICHIGAN OUTFALL - PLANS AND SECTIONS (1 OF 3)
N/A
119 S-9
LAKE MICHIGAN OUTFALL - PLANS AND SECTIONS (2 OF 3)
N/A
120 S-10
LAKE MICHIGAN OUTFALL - PLANS AND SECTIONS (3 OF 3)
N/A
121 S-11
STRUCTURAL DETAILS (1 OF 3)
N/A
122 S-12
STRUCTURAL DETAILS (2 OF 3)
N/A
123 S-13
STRUCTURAL DETAILS (3 OF 3)
N/A
MECHANICAL
124 M-1 LAKE MICHIGAN OUTFALL - MECHANICAL PLAN N/A
125 M-2 LAKE MICHIGAN OUTFALL - MECHANICAL SECTIONS N/A
126 M-3LAKE MICHIGAN OUTFALL - MECHANICAL DETAILS (1 OF 2)
N/A
127 M-4
LAKE MICHIGAN OUTFALL - MECHANICAL DETAILS (2 OF 2)
N/A
ELECTRICAL
128 E-1
ELECTRICAL - SYMBOLS (1 OF 2)
N/A
129 E-2
ELECTRICAL - SYMBOLS (2 OF 2)
N/A
130 E-3ELECTRICAL - SYMBOLS, ABBREVIATIONS, GENERAL NOTES
N/A
131 E-4 LAKE MICHIGAN OUTFALL - ELECTRICAL SITE PLAN N/A
132 E-5 LAKE MICHIGAN OUTFALL - SINGLE LINE AND PANELBOARD SCHEDULE N/A
133 E-6LAKE MICHIGAN OUTFALL - CONTROL SCHEMATICS, P&ID
N/A
134 E-7
ELECTRICAL DETAILS (1 OF 2)
N/A
135 E-8ELECTRICAL DETAILS (2 OF 2)
N/A
SHEET
COUNT
SHEET TITLE
DRAWING
STATUS
SHEET
COUNT
SHEET TITLE
DRAWING
STATUS
SHEET
COUNT
SHEET TITLE
DRAWING
STATUS
AREA DESIGNATIONS
WI - WILLOW ROAD
WO -WOODLAND AVE, AND WINNETKA AVE
PO -POPLAR STREET, OAK STREET, AND ASH STREET
BI - BIRCH STREET
LO -LOCUST STREET, AND WESTMOOR ROAD
BE -
BERKELEY AVE, ASH STREET, ELM STREET,
HIBBARD ROAD, AND PINE STREET
SCALE
DESIGNED
DRAWN
CHECKED
WARNING
10
REV DATE BY DESCRIPTION
IF THIS BAR DOES
NOT MEASURE 1"
THEN DRAWING IS
NOT TO SCALE
1
2
SHEET
WILLOW ROAD STADI PROJECT - CONTRACT XXXX
10504271
VILLAGE OF WINNETKA
510 GREEN BAY ROAD
WINNETKA, ILLINOIS 60093
NOT FOR CONSTRUCTION
PRELIMINARY DESIGN PHASE - APRIL 2015
This document is an interim document and not suitable for
construction. As an interim document, it may contain data
that is potentially inaccurate or incomplete and is not to be
relied upon without the express written consent of the preparer.J JOHNSON
M LUH
GENERAL
M LUH
G-3
NO SCALE
SYMBOLS
SHEET ON WHICH
DETAIL IS SHOWN
DETAIL NUMBER
SHEET ON WHICH
DETAIL IS CALLED-OUT
FLUID ABBREVIATION
MATERIAL GROUP NUMBER
PIPE DIAMETER
EQUIPMENT DESIGNATOR
AREA NUMBER
EQUIPMENT NUMBER
SHEET ON WHICH
ELEVATION IS SHOWN
SECTION LETTER
SHEET ON WHICH
SECTION IS SHOWN
SHEET ON WHICH
SECTION IS CUT
DISCIPLINE SPECIFIC SYMBOLS ARE SHOWN ON THE DISCIPLINE GENERAL
DRAWINGS.
FOR WELDING SYMBOLS USE AMERICAN WELDING SOCIETY STANDARD
SYMBOLS.
A
###
@
L
REFERENCE SYMBOLS
SEE PIPING SCHEDULE
SEE EQUIPMENT SCHEDULE/SPECIFICATIONS
66
OR
DETAIL
C-302 C-302
STANDARD DETAILS ARE LOCATED ON DISCIPLINE GENERAL
SHEETS, IN NUMERICAL ORDER
GENERAL SYMBOLOGY
MATERIAL SYMBOLOGY
OR
OR
SHEET ON WHICH
ELEVATION IS CALLED-OUT
ELEVATION NUMBER
SECTION
#
X-###
DETAIL#
X-###
ELEVATION
1A-3
6
12" RAS (27)
X-###X-###
XX
2-16
1-8
A
D
C
B
1A-31A-3
12MAU-05
4-12
C
0/
13
4
MISCELLANEOUS
EQUIPMENT IDENTIFICATION
PIPING IDENTIFICATION
INTERIOR ELEVATION IDENTIFICATION
STANDARD DETAIL IDENTIFICATION
DETAIL IDENTIFICATION
SECTION IDENTIFICATION
ROOM NUMBER
DOOR NUMBER
WINDOW NUMBER
ACCESSORY NUMBER
WALL TYPE NUMBER
SHEET KEY NOTES
COORDINATE POINT
ROUND OR DIAMETER
AT
ANGLE
CENTERLINE
NEW CONSTRUCTION
EXISTING (SCREENED)
FUTURE (PHANTOM)
EXISTING TO BE REMOVED OR DEMOLISHED
GRAVEL/DRAINROCK/AGGREGATE BASE
FINISHED GRADE
PLYWOOD (SMALL SCALE)
GLULAM (ELEVATION)
GLULAM (SECTION)
LUMBER - TRIMMED (BLOCKING OR SHIMS)
LUMBER/FRAMING - NOMINAL
WOOD (PLAN OR ELEVATION)
CONCRETE (PLAN AND SECTION)
GROUT OR SAND (PLAN AND SECTION)
BRICK (PLAN AND SECTION)
CMU (PLAN AND SECTION)
STEEL/METAL/FRP (SMALL SCALE SECTION)
CHECKER PLATE OR SOLID FRP GRATING (PLAN)
CHECKER PLATE (SECTION)
GRATING (PLAN)
GRATING OR SOLID FRP GRATING (SECTION)
SAFETY GRATING (PLAN)
SAFETY GRATING (SECTION)
RAILING (PLAN)
SCALE: #/#" = 1'-0"
SCALE: #/#" = 1'-0"
SCALE: #/#" = 1'-0"
SUB-TITLE
DETAIL NUMBER
SCALE
DESIGNED
DRAWN
CHECKED
WARNING
10
REV DATE BY DESCRIPTION
IF THIS BAR DOES
NOT MEASURE 1"
THEN DRAWING IS
NOT TO SCALE
1
2
SHEET
WILLOW ROAD STADI PROJECT - CONTRACT XXXX
10504271
VILLAGE OF WINNETKA
510 GREEN BAY ROAD
WINNETKA, ILLINOIS 60093
NOT FOR CONSTRUCTION
PRELIMINARY DESIGN PHASE - APRIL 2015
This document is an interim document and not suitable for
construction. As an interim document, it may contain data
that is potentially inaccurate or incomplete and is not to be
relied upon without the express written consent of the preparer.J JOHNSON
M LUH
GENERAL
M LUH
G-4
NO SCALE
ABBREVIATIONS
B&S
B/W
BC
BCR
BD
BDRY
BF
BFP
BFV
BHP
BLDG
BLK
BLKG
BLVD
BM
BO
BOD
BOP
BOT
BPV
BRK
BSMT
BT
BTU
BV
BVC
BWV
BELL AND SPIGOT
BACK OF WALL / BACK OF WALK
BEGIN CURVE / BOLT CIRCLE / BETWEEN
CENTERS / BACK OF CURVE
BEGIN CURB RETURN
BOARD
BOUNDARY
BLIND FLANGE / BOTTOM OF FOOTING
BACK FLOW PREVENTER
BUTTERFLY VALVE
BRAKE HORSEPOWER
BUILDING
BLACK / BLOCK
BLOCKING
BOULEVARD
BEAM / BENCH MARK
BLOW-OFF ASSEMBLY
BIOCHEMICAL OXYGEN DEMAND
BOTTOM OF PIPE
BOTTOM
BACK PRESSURE VALVE
BRICK / BREAK
BASEMENT
BOLT
BRITISH THERMAL UNIT
BALL VALVE
BEGIN VERTICAL CURVE
BACK WATER VALVE
C
C&G
CAB
CAP
CATS
CATV
CB
CC
CD
CEM
CF
CFH
CFM
CFS
CHEM
CHG
CHKD
CI
CIP
CIPP
CJ
CL
CLF
CLG
CLOS
CLR
CMB
CMC
CML
CML&C
CMP
CMU
CENTIGRADE / CHANNEL / CEMENT
CURB AND GUTTER
CABINET / CRUSHED AGGREGATE BASE
CAPACITY
CASING TEST STATION
CABLE TELEVISION
CATCH BASIN / CHALKBOARD / CURB
CLOSED CIRCUIT TV / CENTER TO CENTER
CEILING DIFFUSER
CEMENT
CURB FACE / CUBIC FOOT
CUBIC FEET PER HOUR
CUBIC FEET PER MINUTE
CUBIC FEET PER SECOND
CHEMICAL
CHANGE
CHECKERED
CAST IRON
CAST IRON PIPE / CAST IN PLACE
CAST IN PLACE PIPE
CONSTRUCTION JOINT
CHLORINE GAS / CHLORINATOR / CENTERLINE
CHAIN LINK FENCE
CEILING
CLOSET
CLEAR / CLEARANCE
CRUSHED MISCELLANEOUS BASE
CEMENT MORTAR-COATED
CEMENT MORTAR-LINED
CEMENT MORTAR-LINED AND COATED
CORRUGATED METAL PIPE
CONCRETE MASONRY UNIT
A
A/C
A/R
AASHTO
AB
ABAN
ABND
ABBR
ABS
AC
ACI
ACOUS
ACP
ADD
ADH
ADJ
AER
AFF
AISC
ALT
ALUM
AMB
ANSI
API
APPD
APPROX
APPURTS
ARCH
ASME
ASPH
ASTM
AT
ATM
AV/AR
AVE
AWPA
AWS
AWWA
CULV
CV
CY
CYL
CULVERT
CHECK VALVE
CUBIC YARD
CYLINDER
CO
COL
COMM
COMP
CONC
COND
CONN
CONST
CONT
CONTR
COORD
COR
COTG
CPLG
CPVC
CS
CSP
CSTS
CT
CTR
CTS
CTSK
CU
CLEANOUT
COLUMN
COMMUNICATIONS CABLE
COMPRESSOR
CONCRETE / CONCENTRIC
CONDENSER / CONDENSATE
CONNECTION
CONSTRUCT / CONSTRUCTION
CONTINUED / CONTINUOUS
CONTRACTOR
COORDINATE
CORNER
CLEANOUT TO GRADE
COUPLING
CHLORINATED POLYVINYL CHLORIDE
CAUSTIC SODA / CAST STEEL
CORRUGATED STEEL PIPE
CURRENT SPAN TEST STATION
CERAMIC TILE
CENTER
CORROSION TEST STATION
COUNTERSUNK
COPPER / CUBIC
PENNY
DOUBLE ACTING DOOR
DISSOLVED AIR FLOTATION THICKENER
DIRECT BURY
DOUBLE
DIRECT CURRENT
DEGREE
DETAIL
DRINKING FOUNTAIN / DOUGLAS FIR
DOOR GRILL
DOUBLE HUNG
DUCTILE IRON
DIAMETER
DIAGONAL
DIAPHRAGM
DIFFUSER / DIFFERENTIAL
DUCTILE IRON PIPE
DIRECTION
DISCHARGE
DISPENSER
DEAD LOAD
DROP MANHOLE
DOWN
DISSOLVED OXYGEN / DITTO
DOOR / DRAIN
DROP STRUCTURE
DRAIN TILE
DRAWING
DOWELS
DRIVEWAY
d
DAD
DAFT
DB
DBL
DC
DEG
DET
DF
DG
DH
DI
DIA
DIAG
DIAPH
DIFF
DIP
DIR
DISCH
DISP
DL
DMH
DN
DO
DR
DS
DT
DWG
DWLS
DWY
E
E/O
EA
EB
EC
ECC
ECR
EF
EFF
EG
EGL
EL
ELEC
EN
ENCL
ENG
ENGR
ENT
EP
EPT
EQ
EQUIP
ESMT
ETB
ETC
EVAP
EVC
EW
EX
EXC
EXH
EX-HY
EXIST
EXP
EXT
EXTR
EAST
EAST OF
EACH
EXPANSION BOLT OR ANCHOR
END CURVE
ECCENTRIC
END CURB RETURN
EACH FACE / EXHAUST FAN
EFFLUENT
EXISTING GRADE / EDGE OF GUTTER / EXHAUST
GRILLE
ENERGY GRADE LINE
ELEVATION
ELECTRICAL / ELECTRONIC
EDGE NAILING
ENCLOSURE
ENGINE
ENGINEER
ENTRANCE
EDGE OF PAVEMENT
ETHYLENE PROPYLENE
EQUAL
EQUIPMENT
EASEMENT
EMULSION TREATED BASE
ET CETERA
EVAPORATOR
END VERTICAL CURVE
EACH WAY / EYE WASH
EXISTING
EXCAVATION
EXHAUST
EXTRA HEAVY
EXISTING
EXPANSION
EXTERIOR / EXTENSION
EXTRUDED
F
F TO F
F&C
F&I
FAB
FAI
FB
FCO
FD
FDR
FE
FEM
FF
FG
FH
FIG
FIN
FIX
FL
FLEX
FLG
FLGD
FLOCC
FLR
FLSG
FM
FMH
FN
FND
FOC
FOM
FOS
FOW
FPC
FPM
FPS
FPTS
FR
FRP
FS
FT
FTG
FUR
FUT
FV
FWD
LITER / LENGTH / ANGLE
LABORATORY
LAMINATED
LATERAL
LAVATORY
POUND
LOCAL CONTROL PANEL
LOCAL CONTROL STATION
LOCAL DEPRESSION
LANDING
LEVEL
LINEAR FOOT
LENGTH / LONG
LAMP HOLE / LEFT HAND
LIVE LOAD
LONG LEG HORIZONTAL
LONG LEG VERTICAL
LOCATION
LAYOUT LINE
LONGITUDINAL
LOW POINT / LOW PRESSURE / LAMP POST
LIQUID PETROLEUM GAS
LEFT / LIGHT
LIME TREATED SOIL
LOW WATER
LOW WATER LEVEL
LOWER
L
LAB
LAM
LAT
LAV
LB
LCP
LCS
LD
LDG
LEV
LF
LG
LH
LL
LLH
LLV
LOC
LOL
LONG
LP
LPG
LT
LTS
LW
LWL
LWR
k
K
kg
km
kV
KVA
kW
kWh
JANITOR
JUNCTION CHAMBER
JUNCTION
JUNCTION STRUCTURE
JOISTS
JOINT
I/O
I&O
IBC
ID
IF
IJTS
IN
INCL
INFL
INSL
INSP
INST
INT
INV
IP
IPS
IRRG
JAN
JC
JCT
JS
JSTS
JT
INPUT/OUTPUT
INSIDE AND OUTSIDE
INTERNATIONAL BUILDING CODE
INSIDE DIAMETER
INSIDE FACE
INSULATING JOINT TEST STATION
INCH
INCLUDE / INCLUDING
INFLUENT
INSULATION / INSULATING / INSULATED
INSPECTION
INSTRUMENT
INTERIOR
INVERT
IRON PIPE
IRON PIPE SIZE
IRRIGATION
HIGH / HEIGHT
HEATING AND VENTILATING
HOSE BIBB
HOUSE CONNECTION
HIGH CAPACITY INLET
HEADER
HARDWARE
HEADWALL
HEXAGONAL
MERCURY
HYDRAULIC GRADE LINE
HANGER
HOLLOW METAL
HORIZONTAL
HIGH POINT / HORSE POWER / HIGH PRESSURE
HIGH PRESSURE GAS
HEAT RETURN / HOUR
HORIZONTALLY SLOTTED
HOLLOW STRUCTURAL SECTION
HEATING
HEATER
HORIZONTAL AND VERTICAL CONTROL POINT
HEATING, VENTILATION AND AIR CONDITIONING
HOT WATER / HEADWORK
HARDWOOD
HIGH WATER LEVEL
HANDWHEEL OPERATED
HYDRAULIC / HYDRANT
H
H&V
H/B
HC
HCI
HDR
HDW
HDWL
HEX
Hg
HGL
HGR
HM
HORZ
HP
HPG
HR
HSL
HSS
HTG
HTR
HV
HVAC
HW
HWD
HWL
HWO
HYD
GAS
GAGE / GAUGE
GALLON
GALVANIZED
GUY ANCHOR
GRADE BREAK
GENERAL / GENERATOR
GROOVED FLANGE ADAPTER
GALVANIZED IRON
GALVANIZED IRON PIPE
GLASS / GROUND LINE / GRADE LINE
GLUE LAMINATED BEAM / GLULAM
GLOBE VALVE
GAS METER
GUY POLE
GALLONS PER DAY
GALLONS PER HOUR
GALLONS PER MINUTE
GRADE
GRADE / GROUND
GRATING
GALVANIZED STEEL PIPE
GATE VALVE
GYPSUM
G
GA
GAL
GALV
GANC
GB
GEN
GFA
GI
GIP
GL
GLB
GLV
GM
GP
GPD
GPH
GPM
GR
GRD
GRTG
GSP
GV
GYP
OBJ
OC
OD
OE
OF
OFD
OFF
OH
OHW
OPER
OPNG
OPP
ORIG
OS&Y
OSA
OSHA
OWG
OZ
SELECT SUB-BASE
STANDARD SPECIFICATION FOR PUBLIC WORKS
CONSTRUCTION
SECONDS SAYBOLT UNIVERSAL
STREET / STATE
STATION
SLEEVE-TYPE COUPLING
STANDARD
STAKE
STEEL
STORM SEWER
STRAIGHT / STRUCTURAL
STEAM LINE
SUCTION
SOLENOID VALVE
SIDEWALK
SIDEWALK DRAIN
SWITCHGEAR
SIDEWALL REGISTER
SQUARE YARD
SYMMETRICAL / SYMBOL
SYSTEM
SOUTH / SCUM / SINK / SECOND / SLOPE /
SOUTH OF
SAMPLE
SANITARY
STYRENE BUTADIENE (RUBBER)
SPARE CHEMICAL / SECONDARY CLARIFIER
STEEL CYLINDER CONCRETE PIPE
SCREWED
STANDARD CUBIC FEET PER MINUTE
SCHEDULE
SANITARY DRAIN & VENT / SMOKE DETECTOR
STANDARD THERMOPLASTIC PIPE DIMENSION RATIO
SECONDARY / SECTION
SERIES
SETTING
SQUARE FOOT
SHOWER
SHELVING
SHEET
SHEATHING
SIMILAR
SLUDGE
SLIDING
SLUICE GATE
SLAB ON GRADE
SOLUTION
STATIC PRESSURE
SPECIFICATION
SPIKE
SQUARE
SANITARY SEWER
RADIUS
ROCK AND OIL
RIGHT OF WAY
RECYCLED ASPHALT CONCRETE
RETURN AIR GRILLE
RECLAIMED ASPHALT PAVEMENT
RETURN ACTIVATED SLUDGE
REINFORCED CONCRETE
REINFORCED CONCRETE PIPE
ROAD / ROOF DRAIN / ROUND
REDUCER / REDUCING
REFERENCE / REFER / REFRIGERATOR
REGULATING
REINFORCE / REINFORCED
REQUIRED
RESILIENT
RETAINING / RETURN
REVISION
RECLAIMED WATER
ROOF / RAISED FOUNDATION / ROUGH FACE
ROOFING
REGISTERED GEOTECHNICAL ENGINEER
REDHEAD / RIGHT HAND
ROOM
ROUGH OPENING
REVOLUTIONS PER MINUTE
RAILROAD
RISING STEM
RAW SLUDGE
RIGHT
REINFORCED THERMOSETTING PLASTIC
REMOTE TERMINAL UNIT
REDWOOD
RAINWATER LEADER
R
R&O
R/W
RAC
RAG
RAP
RAS
RC
RCP
RD
RED
REF
REG
REINF
REQD
RESIL
RET
REV
REW
RF
RFG
RGE
RH
RM
RO
RPM
RR
RS
RSL
RT
RTP
RTU
RW
RWL
S
S/O
SA
SAN
SBR
SC
SCCP
SCD
SCFM
SCH
SD
SDR
SEC
SER
SETT
SF
SH
SHELV
SHT
SHTG
SIM
SL
SLDG
SLG
SOG
SOLN
SP
SPEC
SPK
SQ
SS
SSB
SSPWC
SSU
ST
STA
STC
STD
STK
STL
STM
STR
SU
SUCT
SV
SW
SWD
SWGR
SWR
SY
SYM
SYS
POUND
AND
AT
ZERO / ZONE
ZINC
YARD
YEAR
CROSS CONNECTION
EXTRA STRONG
CROSS SECTION
DOUBLE EXTRA STRONG
WATER
WITH
WEST OF / WITHOUT
WATER COLUMN / WATER CLOSET
WALL CLEANOUT
WOOD
WINDOW
WATER HEATER
WROUGHT IRON
WATER METER
WATER, OIL, OR GAS
WATERPROOFING / WORKING PRESSURE / WORK
POINT
WEAKEN PLANE JOINT
WATER SURFACE
WATERSTOP
WEIGHT
WELDED WIRE FABRIC
WATER WORKING PRESSURE
VALVE / VERTICAL / VENT / VOLT / VOLUME
VACUUM
VARIES / VARIABLE
VALVE BOX
VERTICAL CURVE
VITRIFIED CLAY PIPE
VERTICAL
VOLUME
VERTICAL POINT OF INTERSECTION
VERTICALLY SLOTTED
VENT TO CEILING
VENT THROUGH ROOF
VINYL WALL COVERING
VERIFY WITH MANUFACTURE
V
VAC
VAR
VB
VC
VCP
VERT
VOL
VPI
VSL
VTC
VTR
VWC
VWM
W
W/
W/O
WC
WCO
WD
WDW
WH
WI
WM
WOG
WP
WPJ
WS
WSTP
WT
WWF
WWP
XCONN
XS
XSEC
XXS
YD
YR
Z
ZN
#
&
@
QT
QTY
QUAD
QUARRY TILE
QUANTITY
QUADRANGLE / QUADRANT
UB
UBC
UC
UG
UGC
UH
UL
UNID
UNO
UOI
UPS
UR
USA
USGS
UV
UW
UNION BONNET
UNIFORM BUILDING CODE
UNDER-CROSSING
UNDERGROUND
UNDERGROUND CONDUIT
UNIT HEATER
UNDERWRITERS LABORATORIES
UNIDENTIFIED
UNLESS NOTED OTHERWISE
UNLESS OTHERWISE INDICATED
UNINTERRUPTABLE POWER SUPPLY
URINAL
UNDERGROUND SERVICE ALERT
UNITED STATES GEOLOGICAL SURVEY
ULTRAVIOLET
UTILITY WATER
m
M
mA
MACH
MAG
MAINT
MAN
MAS
METER
MALE (PIPE THREAD)
MILLIAMPS
MACHINE
MAGNETIC
MAINTENANCE
MANUAL
MASONRY
MAT
MAX
MB
MCC
MCR
MEAS
MECH
MED
MEMB
MFR
MFRD
MGD
MH
MHT
MHW
MI
MICRON
MIL
MIN
MIR
MISC
MK
MLW
mm
MO
MOD
MON
MOR
MS
MSL
MTC
MTD
MTG
MTL
MTR
MATERIAL
MAXIMUM
MAIL BOX / MACHINE BOLT
MOTOR CONTROL CENTER
MIDDLE OF CURB RETURN
MEASURE
MECHANICAL
MEDIUM
MEMBER
MANUFACTURER
MANUFACTURED
MILLION GALLONS PER DAY
MANHOLE
MEAN HIGH TIDE
MEAN HIGH WATER
MALLEABLE IRON / MILE
1/1,000,000 METER
MILITARY / 1/1,000TH INCH
MINIMUM / MINUTE
MIRROR
MISCELLANEOUS
MARK
MEAN LOW WATER
MILLIMETER
MOTOR OPERATED / MASONRY OPENING
MODEL
MONUMENT
MORTAR
MOP SINK
MEAN SEA LEVEL
MECHANICAL-TYPE COUPLING
MOUNTED
MOUNTING
METAL
MOTOR
N
NaOCL
NaOH
NC
NEC
NEMA
NF
NFPA
NG
NIC
NO
NOM
NPS
NPT
NRCP
NRS
NS
NTS
NORTH
SODIUM HYPOCHLORITE
SODIUM HYDROXIDE (CAUSTIC SODA)
NORMALLY CLOSED
NATIONAL ELECTRICAL CODE
NATIONAL ELECTRICAL MANUFACTURERS
ASSOCIATION
NEAR FACE
NATIONAL FIRE PROTECTION ASSOCIATION
NATURAL GRADE / NATURAL GAS
NOT IN CONTRACT
NUMBER / NORMALLY OPEN
NOMINAL
NOMINAL PIPE SIZE
NATIONAL PIPE THREAD
NON-REINFORCED CONCRETE PIPE
NON-RISING STEM
NEAR SIDE
NOT TO SCALE
OBJECT
ON CENTER / OVER-CROSSING
OUTSIDE DIAMETER / OVERALL DIMENSION
OUTER EDGE
OVERFLOW / OUTSIDE FACE
OVERFLOW DRAIN
OFFICE
OVER HEAD
OVERHEAD WIRES
OPERATOR / OPERATING
OPENING
OPPOSITE
ORIGINAL
OUTSIDE SCREW AND YOKE
OUTSIDE AIR
OCCUPATIONAL SAFETY AND HEALTH
ADMINISTRATION
OIL. WATER. GAS
OUNCE
P
P/S
PA
PART
PAVMT
PB
PC
PCC
PCOTG
PCVC
PE
PG
pH
PI
PK
PL
PLAS
PLT
PLWD
PM
PNEU
PNL
POB
POC
POT
PP
PPD
PPH
PPM
PR
PRC
PRCT
PREFAB
PRESS
PROF
PRV
PRVC
PS
PSF
PSI
PSIA
PSIG
PT
PTFE
PV
PVC
PVDF
PW
POLYVINYL CHLORIDE
POLYVINYLIDENE FLUORIDE (KYNAR)
POTABLE WATER
TOS
TOW
TP
TR
TRANS
TS
TSB
TSC
TV
TW
TYP
TOP OF STEEL
TOP OF WALL
TELEPHONE POLE
TRACT
TRANSMITTER / TRANSITION /TRANSMISSION
TRAFFIC SIGNAL
TOP SET BASE
TRAFFIC SIGNAL CONDUIT
THERMOSTATIC VALVE / TELEVISION
THERMOMETER WELL /TRAVELED WAY
TYPICAL
T
T&B
T&G
TAN
TB
TBE
TBM
TC
TCV
TEL
TEMP
TF
TH
THK
THR
THR'D
TK
TL
TOC
TOE
TOL
TOM
TOP
TOPO
AIR / AMPERE
AIR CONDITIONING
AIR RELEASE
AMERICAN ASSOCIATION OF STATE HIGHWAY AND
TRANSPORTATION OFFICIALS
ANCHOR BOLT
ABANDON
ABANDONED
ABBREVIATION
ABSOLUTE TEMPERATURE
ACTIVATED CARBON / ASPHALTIC CONCRETE /
ALTERNATING CURRENT
AMERICAN CONCRETE INTERNATIONAL
ACOUSTIC / ACOUSTICAL
ASBESTOS CEMENT PIPE / ASPHALTIC CONCRETE
PAVEMENT
ADDITIONAL
ADHESIVE
ADJUSTABLE
AERATION
ABOVE FINISHED FLOOR
AMERICAN INSTITUTE OF STEEL CONSTRUCTION
ALTERNATE
ALUMINUM / ALUM
AMBIENT
AMERICAN NATIONAL STANDARDS INSTITUTE
AMERICAN PETROLEUM INSTITUTE
APPROVED
APPROXIMATE
APPURTENANCES
ARCHITECTURE
AMERICAN SOCIETY OF MECHANICAL ENGINEERS
ASPHALT
AMERICAN SOCIETY FOR TESTING AND MATERIALS
ACOUSTICAL TILE
ATMOSPHERE
AIR VACUUM AND AIR RELEASE VALVE
AVENUE
AMERICAN WOOD PRESERVERS ASSOCIATION
AMERICAN WELDING SOCIETY
AMERICAN WATER WORKS ASSOCIATION
THERMOSTAT / TREAD OF STAIR / TANGENT
TOP AND BOTTOM
TONGUE AND GROOVE
TANGENT
TACK BOARD
THREAD BOTH ENDS
TEMPORARY BENCH MARK
TOP OF CURB
TEMPERATURE CONTROL VALVE
TELEPHONE
TEMPERATURE / TEMPORARY
TOP OF FOOTING
TEST HOLE
THICK / THICKNESS
THRESHOLD
THREADED
TANK / TACK
TRAVERSE LINE
TOP OF CONCRETE
THREAD ONE END
TOILET
TOP OF MASONRY
TOP OF PIPE
TOPOGRAPHIC
FAHRENHEIT / FINISH
FACE TO FACE
FRAME AND COVER
FURNISH AND INSTALL
FABRICATE / FABRICATION / FABRICATED
FRESH AIR INTAKE
FLAT BAR / FLOOR BEAM / FIELD BOOK
FLOOR CLEANOUT
FLOOR DRAIN
FEEDER
FIRE EXTINGUISHER / FINAL EFFLUENT
FEMALE (PIPE THREAD)
FLAT FACE / FAR FACE / FINISHED FLOOR
FINISHED GRADE
FIRE HYDRANT / FLAT HEAD
FIGURE
FINISHED
FIXTURE
FLOWLINE / FLOOR
FLEXIBLE
FLANGE / FLOORING
FLANGED
FLOCCULATOR / FLOCCULATION
FLOOR
FLASHING
FACTORY MUTUAL (LAB APPROVED) / FORCE MAIN
FLEXIBLE METAL HOSE
FIELD NAILING
FOUNDATION
FACE OF CONCRETE / FIBER OPTIC CABLE
FACE OF MASONRY
FACE OF STUDS
FACE OF WALL
FLEXIBLE PIPE COUPLING
FEET PER MINUTE
FEET PER SECOND
FOREIGN PIPE TEST STATION
FRAME
FIBERGLASS REINFORCED PLASTIC
FINISHED SURFACE / FAR SIDE / FLOOR SINK /
FORGED STEEL
FEET / FOOT
FOOTING
FURRING
FUTURE
FIELD VERIFY
FORWARD
KILO
KELVIN / KARAT
KILOGRAM
KILOMETER
KILOVOLT
KILOVOLT AMPERE
KILOWATT
KILOWATT HOUR
POLE / PAGE / PIPE
POLE AND SHELF
PLANTING AREA
PARTITION
PAVEMENT
POLYBUTYLENE / PULL BOX
POINT OF CURVATURE / PRIMARY CLARIFIER /
PORTLAND CEMENT
PORTLAND CEMENT CONCRETE / POINT OF
COMPOUND CURVE
PRESSURE CLEANOUT TO GRADE
POINT OF COMPOUND VERTICAL CURVE
PLANT EFFLUENT / POLYETHYLENE /
POLYELECTROLYTE POLYMER
PRESSURE GAGE
RECIPROCAL LOG OF HYDROGEN ION CONCENTRATION
PLANT INFLUENT / POINT OF INTERSECTION
PARKING
PLATE / PROPERTY LINE / PLACE
PLASTER / PLASTIC
PLANT
PLYWOOD
PRESSED METAL
PNEUMATIC
PANEL
POINT OF BEGINNING
POINT OF CONNECTION
POINT OF TANGENT
POWER POLE / POLYPROPYLENE
POUNDS PER DAY
POUNDS PER HOUR
POUNDS PER MINUTE
PAIR
POINT OF REVERSE CURVE
PRECAST
PREFABRICATED
PRESSURE
PROFILE
PRESSURE REGULATING, RELIEF OR REDUCING
VALVE
POINT OF REVERSE VERTICAL CURVE
PRESSURE SWITCH
POUNDS PER SQUARE FOOT
POUNDS PER SQUARE INCH
POUNDS PER SQUARE INCH ABSOLUTE
POUNDS PER SQUARE INCH GAUGE
POINT OF TANGENCY / PAINT / PRESSURE
POLYTETRAFLUOROETHYLENE (TEFLON)
PLUG VALVE
FOR ADDITIONAL ABBREVIATIONS SEE:
CIVIL - GENERAL CIVIL SHEETS
OTHER ABBREVIATIONS CONFORM TO ANSI
STANDARD ABBREVIATIONS Z32.2.3
SCALE
DESIGNED
DRAWN
CHECKED
WARNING
10
REV DATE BY DESCRIPTION
IF THIS BAR DOES
NOT MEASURE 1"
THEN DRAWING IS
NOT TO SCALE
1
2
SHEET
WILLOW ROAD STADI PROJECT - CONTRACT XXXX
10504271
VILLAGE OF WINNETKA
510 GREEN BAY ROAD
WINNETKA, ILLINOIS 60093
NOT FOR CONSTRUCTION
PRELIMINARY DESIGN PHASE - APRIL 2015
This document is an interim document and not suitable for
construction. As an interim document, it may contain data
that is potentially inaccurate or incomplete and is not to be
relied upon without the express written consent of the preparer.J JOHNSON
M LUH
GENERAL CIVIL
M LUH
GC-1
NO SCALE
GENERAL NOTES AND SYMBOLS
MW
B-X
XX
PP
CORROSION CONTROL SYMBOLS
DRAINAGE SYMBOLS
TOPOGRAPHY AND MAPPING SYMBOLS
GEOTECHNICAL SYMBOLS
PIPING AND UTILITIES
STRUCTURES
CBCB
CONTROL SYMBOLS
###
XXX.XX
BM-XX
(XXX.XX)
ROAD AND PAVING SYMBOLSGENERAL CIVIL SYMBOLS
S=0.0123
3:1
CIVIL GENERAL NOTES
ALL SLOPES SHALL BE PROTECTED FROM EROSION DURING ROUGH
GRADING OPERATIONS AND THEREAFTER, UNTIL INSTALLATION OF
FINAL GROUNDCOVER (SEE LANDSCAPE PLANS FOR FINAL
GROUNDCOVER).
ALL SLOPE PROTECTION SWALES SHALL BE CONSTRUCTED AT THE
SAME TIME AS BANKS ARE GRADED.
THE CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTATION AND
MAINTENANCE OF EROSION CONTROL MEASURES CONTAINED WITHIN
THE CONTRACT SPECIFICATIONS OR AS REQUIRED BY THE CITY,
DISTRICT, OR OTHER REGULATORY AUTHORITY. THE CONTRACTOR
SHALL ALSO PROVIDE ANY ADDITIONAL EROSION CONTROL
MEASURES (E.G. HYDROSEEDING, MULCHING OF STRAW, SAND BAGGING,
DIVERSION DITCHES, ETC.) DICTATED BY FIELD CONDITIONS TO
PREVENT EROSION OR THE INTRODUCTION OF DIRT, MUD, OR DEBRIS
INTO EXISTING PUBLIC STREETS, WATERWAYS, OR ONTO ADJACENT
PROPERTIES DURING ANY PHASE OF CONSTRUCTION OPERATIONS.
CIVIL GENERAL NOTES - CONTINUED
CTS
CATS
IJTS
FPTS
CSTS
CORROSION TEST STATION
CASING TEST STATION
INSULATING JOINT TEST STATION
FOREIGN PIPELINE TEST STATION
CURRENT SPAN TEST STATION
N XXXXXXX
E XXXXXXX
EL XXXX.XX
CONCRETE PAVING (LIGHT DUTY)
SIDEWALKS ETC...
NATURAL GAS LINE
HIGH PRESSURE GAS LINE
LIQUID PETROLIUM GAS LINE
WATER
POTABLE WATER
FIRE SUPPLY WATER LINE
RECLAIMED WATER
UTILITY / NON-POTABLE WATER
IRRIGATION LINE
STORM DRAIN
SANITARY SEWER
TELEPHONE
COMMUNICATIONS LINE
FIBER OPTIC CABLE
CABLE TV
POWER
UNIDENTIFIED
ABANDONED UTILITY
UTILITIES (SINGLE LINE) SEE PIPE SCHEDULE FOR ADDITONAL PIPING INFO
1. THE CONTRACTOR SHALL SUBMIT AN EROSION CONTROL PLAN FOR
WORK DURING THE CONSTRUCTION, SIGNED AND STAMPED BY A
REGISTERED CIVIL ENGINEER PRIOR TO THE START OF CONSTRUCTION.
PIPING
UTILITIES
GENERAL SURVEY AND CONTROL
PERMITTING
THE CONTRACTOR SHALL TAKE ALL PRECAUTIONARY MEASURES
NECESSARY TO PROTECT EXISTING IMPROVEMENTS WHICH ARE TO
REMAIN IN PLACE FROM DAMAGE. ALL IMPROVEMENTS DAMAGED BY THE
CONTRACTOR'S OPERATIONS SHALL BE EXPEDITIOUSLY REPAIRED OR
RECONSTRUCTED AT THE CONTRACTOR'S EXPENSE WITHOUT ADDITIONAL
COMPENSATION.
THE CONTRACTOR SHALL PROPERLY DISPOSE OF ALL DEBRIS FROM
DEMOLITION AT CONTRACTORS EXPENSE.
ALL BUILDING COORDINATES ARE TO OUTSIDE CORNER OF COLUMN
OR BUILDING.
THE CONTRACTOR SHALL DISPOSE OF ALL NON-ORGANIC WASTES SUCH
AS OLD GUNITE, PIPING, ROCK RUBBLE ETC... AT AN APPROVED LANDFILL
OR, OTHER SUITABLE DISPOSAL SITES AT THE CONTRACTOR'S EXPENSE.
CONTRACTOR SHALL RESTORE ALL SURVEY MONUMENTS THAT ARE
DAMAGED OR DESTROYED DURING CONSTRUCTION.
1.
2.
3.
4.
5.
PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL
LOCATE ALL EXISTING UTILITIES IN AND AROUND THE AREAS OF NEW
CONSTRUCTION. THE CONTRACTOR SHALL POTHOLE FOR EXISTING
UTILITIES PRIOR TO SUBMITTAL OF SHOP DRAWINGS, FOR POINTS OF
CONNECTIONS.
THE CONTRACTOR SHALL PROTECT ALL REMAINING EXISTING UTILITIES.
LOCATIONS OF UNDERGROUND UTILITIES SHOWN ON THE DRAWINGS
WERE OBTAINED FROM AVAILABLE RECORDS. THE CONTRACTOR SHALL
VERIFY ALL LOCATIONS AND ELEVATIONS AND SHALL TAKE ALL
PRECAUTIONARY MEASURES NECESSARY TO PROTECT UTILITY LINES
WHETHER SHOWN OR NOT SHOWN.
PRIOR TO ANY CONNECTION TO AN EXISTING UTILITY, THE CONTRACTOR
SHALL COORDINATE WITH THE UTILITY OWNER.
PRIOR TO ANY EXCAVATION IN THE VICINITY OF ANY EXISTING
UNDERGROUND FACILITIES, INCLUDING ALL WATER, SEWER, STORM DRAIN,
GAS, PETROLIUM PRODUCTS, OR OTHER PIPELINES; ALL BURIED ELECTRIC
POWER, COMMUNICATIONS, OR TELEVISION CABLES; ALL TRAFFIC
SIGNAL AND STREET LIGHTING FACILITIES; AND ALL ROADWAY, STATE
HIGHWAY, AND RAILROAD RIGHTS-OF-WAY, THE CONTRACTOR SHALL
NOTIFY THE RESPECTIVE AUTHORITIES REPRESENTING THE OWNERS OR
AGENCIES RESPONSIBLE FOR SUCH FACILITIES NOT LESS THAN 3 DAYS
NOR MORE THAN 7 DAYS PRIOR TO EXCAVATION SO THAT A
REPRESENTATIVE OF SAID OWNERS OR AGENCIES CAN BE PRESENT
DURING SUCH WORK IF THEY SO DESIRE. IN THE CASE OF THE
UNDERGROUND UTILITY SERVICE ALERT CENTER, THIS NOTICE WILL
GIVE THEM TIME TO MARK THE LOCATION OF THE UTILITIES. THE
CONTRACTOR SHALL ALSO NOTIFY THE REGIONAL OR LOCAL
UNDERGROUND SERVICE ALERT COMPANY AT LEAST 3 DAYS, BUT
NO MORE THAN 7 DAYS, PRIOR TO SUCH EXCAVATION.
1.
2.
3.
4.
5.
THE CONTRACTOR SHALL COMPLY WITH THE STATE DEPARTMENT OF
HEALTH SERVICES CRITERIA FOR THE SEPARATION OF WATER MAINS
AND SANITARY SEWERS.
THE CONTRACTOR SHALL PROVIDE A MINIMUM OF [[[36]]] INCHES OF
COVER ON ALL PIPELINES UNLESS OTHERWISE SHOWN OR DIRECTED.
STRAIGHT SLOPES SHALL BE MAINTAINED BETWEEN INVERT ELEVATIONS
SHOWN OR SPECIFIED.
THE CONTRACTOR SHALL ADJUST ALL VALVE BOXES, PULL BOXES AND
MANHOLES TO FINISHED GRADE UNLESS OTHERWISE SHOWN OR
SPECIFIED. MANHOLES IN OPEN FIELDS SHALL BE SET ONE FOOT ABOVE
GRADE. APPROXIMATE RIM ELEVATIONS ARE SHOWN ON DRAWINGS.
ALL PIPE TRENCHING AND BACKFILL SHALL BE IN ACCORDANCE WITH
DETAIL C-602 FOR RIGID PIPE AND C-601 FOR FLEXIBLE PIPE. THE
PIPING SHOWN ON THESE PLANS SHALL BE RESTRAINED JOINT DESIGN
AT ALL SLEEVE TYPE COUPLINGS.
THE CONTRACTOR SHALL PROVIDE TWO FLEXIBLE SLEEVE TYPE COUPLINGS
WITH RESTRAINED JOINTS FOR EACH PIPE PENETRATING A STRUCTURE. THE
COUPLINGS AND FLEXIBLE JOINTS SHALL BE 3-FEET AND 8-FEET AWAY FROM
THE STRUCTURE. ALL PIPING SHALL BE RESTRAINED JOINT DESIGN UNLESS
INDICATED OTHERWISE. COUPLINGS AND RESTRAINED JOINTS SHALL BE
PROVIDED WHETHER SHOWN ON THE DRAWINGS OR NOT. STEEL PIPE
RESTRAINED HARNESS SETS SHALL BE PROVIDED IN ACCORDANCE WITH
AWAA M-11. ALL OTHER PIPES, COUPLINGS AND RESTRAINED JOINTS SHALL
BE APPROVED BY THE ENGINEER. ALL RESTRAINED JOINTS SHALL BE IN
ACCORDANCE WITH THE PIPE MANUFACTURERS' RECOMMENDATIONS.
1.
2.
3.
4.
5.
6.
XXXXXX
XXXX
XXXXX
XXXXX
XXXXXX
XXXX
XXXXX
XXXXX
a.
b.
c.
ELECTROLYSIS TEST STATION
CATHODIC TEST STATION
RIPRAP
HAY BALE
SILT FENCE
G
HPG
LPG
W
PW
FIRE
REW
UW
IRRG
STM
SS
TEL
COMM
FOC
CATV
E
UNID
ABND
COTG
PCOTG
COTG
PCOTG
COTG
PCOTG
MH
MH
FH
FH
ETS
T
SOIL BORING LOCATION
TEST PIT LOCATION
OBSERVATION HOLE
MONITORING WELL
GATE VALVE
LUBRICATED PLUG VALVE
ECCENTRIC PLUG VALVE
BUTTERFLY VALVE
UNDERGROUND
UTILITIES (SIZE WHERE NOTED)
ASPHALT CEMENT PAVING
CONCRETE PAVING (HEAVY DUTY)
GRAVEL PAVING
CONCRETE CURB
CONCRETE CURB AND GUTTER
DROP INLET CATCH BASIN
CURBSIDE DROP INLET CATCH BASIN
WITH LOCAL DEPRESSION
DRIVEWAY/ACCESS RAMP
CONCRETE WALK
SIDE INLET CATCH BASIN
WITH LOCAL DEPRESSION
CATCH BASIN
SITE OR RETAINING WALL
FENCE (CHAINLINK)
FENCE (WOOD)
STRUCTURE
STRUCTURE (BELOW GRADE)
BENCH MARK
SITE COORDINATES
(SEE TABLE ON DRAWINGS)
SITE COORDINATES
MONUMENT
HORIZONTAL CONTROL POINT
VERTICAL CONTROL POINT
HORZ AND VERT CONTROL POINT
FINISHED ELEVATION
DELTA
EXISTING ELEVATION
WELL
VEGETATION
GUARDRAIL (REMOVABLE)
GUARDRAIL (PERMANENT)
RAILROAD
EDGE OF WETLANDS
FLOOD HAZARD AREA
FLOW LINE
TRAIL OR DIRT ROAD
TEMPORARY EASEMENT LINE
EASEMENT LINE
RIDGE LINE
MAJOR CONTOURS
MINOR CONTOURS
TOP OF SLOPE
TOE OF SLOPE
PROPERTY LINE
RIGHT-OF-WAY LINE
GRADE BREAK
BUMPED HEAD
POWER POLE
BURIED ACCESS MANOLE
(IN PLAN) LOCATE ON SIDE SHOWN
BURIED ACCESS MANHOLE
(IN PROFILE)
AV/AR VALVE (IN PLAN)
AV/AR VALVE (IN PROFILE)
A/R VALVE
(IN PLAN) LOCATE ON SIDE SHOWN
BURIED VALVES IN VALVE BOX
CLEANOUT TO GRADE OR PRESSURE
CLEANOUT TO GRADE (IN PROFILE)
CLEANOUT TO GRADE OR PRESSURE
CLEANOUT TO GRADE (IN PLAN)
MANHOLE (IN PROFILE)
FIRE HYDRANT (IN PROFILE)
FIRE HYDRANT (IN PLAN)
BLOWOFF
(IN PROFILE
NEW
EXISTING
FUTURE
EXISTING TO BE REMOVED OR DEMOLISHED
CENTERLINE
BERM SLOPE (HORZ TO VERT)
EARTH (IN SECTION)
COMPACTED EARTH (IN SECTION)
SLOPE ON PAVED SURFACE
EROSION CONTROL
BLOWOFF
(IN PLAN) LOCATE ON SIDE SHOWN
A/R VALVE
(IN PROFILE)
WIPP-2 WIPP-3 WIPP-4 WIPP-5
WIPP-6 WIPP-7 WIPP-8 WIPP-9 WIPP-10
SCALE
DESIGNED
DRAWN
CHECKED
WARNING
10
REV DATE BY DESCRIPTION
IF THIS BAR DOES
NOT MEASURE 1"
THEN DRAWING IS
NOT TO SCALE
1
2
SHEET
WILLOW ROAD STADI PROJECT - CONTRACT XXXX
10504271
VILLAGE OF WINNETKA
510 GREEN BAY ROAD
WINNETKA, ILLINOIS 60093
NOT FOR CONSTRUCTION
PRELIMINARY DESIGN PHASE - APRIL 2015
This document is an interim document and not suitable for
construction. As an interim document, it may contain data
that is potentially inaccurate or incomplete and is not to be
relied upon without the express written consent of the preparer.
WILLOW ROAD
J JOHNSON
N STEPINA
PLAN AND PROFILE
M LUH
WIPP-1
1"=100'
TUNNEL KEY PLAN
HIB
BA
RD
R
OA
D
KEY PLAN
HIB
BA
RD
R
OA
D
AU
BU
RN
A
VE
NU
E
WILLOW ROAD
EU
CL
ID
A
VE
NU
E
BE
RK
EL
EY
A
VE
NU
E
GL
EN
DA
LE
A
VE
NU
E
GL
EN
DA
LE
A
VE
NU
E
RO
SE
WO
OD
A
VE
NU
E
LO
CU
ST
S
TR
EE
T
LO
CU
ST
R
OA
D
P
R
O
V
ID
E
N
T
A
V
E
N
U
E
WH
IT
E O
AK
L
AN
E
BIR
CH
S
TR
EE
T
LIN
DE
N S
TR
EE
T
CH
ES
TN
UT
S
TR
EE
T
RID
GE
A
VE
NU
E
FO
RE
ST
S
TR
EE
T
G
R
E
E
N
B
A
Y
R
O
A
D
W
I
L
S
O
N
S
T
R
E
E
T
WA
LN
UT
A
VE
NU
E
PO
PL
AR
S
TR
EE
T
MY
RT
LE
S
TR
EE
T
FA
IR
VIE
W A
VE
NU
E
WO
OD
LA
ND
A
VE
NU
E
S
H
E
R
I
D
A
N
R
O
A
D
WILLOW ROAD
WILLOW ROAD
WILLOW ROAD
FO
R C
ON
TIN
UA
TIO
N S
EE
B
ELO
W
FO
R C
ON
TIN
UA
TIO
N S
EE
A
BO
VE
CE
DA
R S
TR
EE
T
0' 100' 200'
HORIZONTAL SCALE IN FEET
ASH STREET
CHERRY STREET
ASH STREET
CHERRY STREET
ASH STREET
CHERRY STREET
ASH STREET
CHERRY STREET
STRUCTURE TABLE
STR. NO.
JC - 1
STRUCTURE
TYPE
JUNCTION
CHAMBER
STA/
OFFSET
STA: 10+00
OFFSET: 0 LT
STRUCTURE
DETAILS
RIM = 622.97
INV = 608.00 (96" N)
INV = 580.38 (96" E)
COORDINATES
N: 1980000
E: 1142893
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00
JC - 1
96" R
CP
S
TM
MA
TC
HLIN
E 11+
00
560
570
580
590
600
610
620
630
640
650
660
560
570
580
590
600
610
620
630
640
650
660
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00
JC
- 1
ST
A 1
0+
00, 0 L
T
96" TUNNEL
STM @ 0.075%
INV = 580.30
SCALE
DESIGNED
DRAWN
CHECKED
WARNING
10
REV DATE BY DESCRIPTION
IF THIS BAR DOES
NOT MEASURE 1"
THEN DRAWING IS
NOT TO SCALE
1
2
SHEET
WILLOW ROAD STADI PROJECT - CONTRACT XXXX
10504271
VILLAGE OF WINNETKA
510 GREEN BAY ROAD
WINNETKA, ILLINOIS 60093
NOT FOR CONSTRUCTION
PRELIMINARY DESIGN PHASE - APRIL 2015
This document is an interim document and not suitable for
construction. As an interim document, it may contain data
that is potentially inaccurate or incomplete and is not to be
relied upon without the express written consent of the preparer.
0' 10' 20'
VERTICAL SCALE IN FEET
0' 50' 100'
HORIZONTAL SCALE IN FEET
GENERAL SHEET NOTES
SHEET KEYNOTES
WILLOW ROAD
J JOHNSON
N STEPINA
PLAN AND PROFILE
M LUH
WIPP-2
AS SHOWN
TUNNEL STA 0+00 TO STA 11+00
TEXT FOR KEYNOTE A
TEXT FOR KEYNOTE B
TEXT FOR KEYNOTE C
TEXT FOR KEYNOTE D
PLAN
PROFILE
HIB
BA
RD
R
OA
D
AU
BU
RN
A
VE
NU
E
EXISTING GROUND
WILLOW ROAD
WILLOW ROAD
EU
CL
ID
A
VE
NU
E
BE
RK
EL
EY
A
VE
NU
E
SEE SHEET BEPP-5 FOR PROFILE OF BERKELEY SEWER.1.
SEE SHEET BEPP-5 FOR
CONTINUATION
96" RCP
STM
T-2
STRUCTURE TABLE
STR. NO.
STRUCTURE
TYPE
STA/
OFFSET
STRUCTURE
DETAILS
COORDINATES
11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00
96" TUNNEL STM
EXISTING 3'-0" X 3'-6"
MWRDGC NSIS #3
MA
TC
HLIN
E 11+
00
MA
TC
HLIN
E 22+
00
560
570
580
590
600
610
620
630
640
650
660
560
570
580
590
600
610
620
630
640
650
660
11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00
96" TUNNEL STM @ 0.075%
INV = 580.30
INV = 579.48
EX
IS
TIN
G 3'-0
" X
3'-6
"
MW
RD
GC
N
SIS
#3
AP
PR
OX
IN
V =
6
00.21
SCALE
DESIGNED
DRAWN
CHECKED
WARNING
10
REV DATE BY DESCRIPTION
IF THIS BAR DOES
NOT MEASURE 1"
THEN DRAWING IS
NOT TO SCALE
1
2
SHEET
WILLOW ROAD STADI PROJECT - CONTRACT XXXX
10504271
VILLAGE OF WINNETKA
510 GREEN BAY ROAD
WINNETKA, ILLINOIS 60093
NOT FOR CONSTRUCTION
PRELIMINARY DESIGN PHASE - APRIL 2015
This document is an interim document and not suitable for
construction. As an interim document, it may contain data
that is potentially inaccurate or incomplete and is not to be
relied upon without the express written consent of the preparer.
0' 10' 20'
VERTICAL SCALE IN FEET
0' 50' 100'
HORIZONTAL SCALE IN FEET
GENERAL SHEET NOTES
SHEET KEYNOTES
WILLOW ROAD
J JOHNSON
N STEPINA
PLAN AND PROFILE
M LUH
WIPP-3
AS SHOWN
TUNNEL STA 11+00 TO STA 22+00
TEXT FOR KEYNOTE A
TEXT FOR KEYNOTE B
TEXT FOR KEYNOTE C
TEXT FOR KEYNOTE D
PLAN
PROFILE
GL
EN
DA
LE
A
VE
NU
E
EXISTING GROUND
WILLOW ROAD
GL
EN
DA
LE
A
VE
NU
E
TEXT FOR NOTE 1
TEXT FOR NOTE 2
TEXT FOR NOTE 3
TEXT FOR NOTE 4
1.
2.
3.
4.
T-3
STRUCTURE TABLE
STR. NO.
DS - 2
STRUCTURE
TYPE
10' Ø DROP
STRUCTURE
STA/
OFFSET
STA: 29+03
OFFSET: 0 LT
STRUCTURE
DETAILS
RIM = 624.00
INV = 610.00 (72" N)
INV = 578.95 (96" W)
INV = 578.95 (96" E)
COORDINATES
N: 1979982
E: 1144796
22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00
96" TUNNEL STM 96" TUNNEL STM
72" R
CP
S
TM
DS - 2
EXISTING 3'-0" X 3'-6"
MWRDGC NSIS #3
MA
TC
HLIN
E 22+
00
MA
TC
HLIN
E 33+
00
560
570
580
590
600
610
620
630
640
650
660
560
570
580
590
600
610
620
630
640
650
660
22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00
96" TUNNEL STM @ 0.075%
96" TUNNEL STM @ 0.075%
INV = 579.48
INV = 578.65
DS
- 2
ST
A 2
9+
03, 0
L
T
SCALE
DESIGNED
DRAWN
CHECKED
WARNING
10
REV DATE BY DESCRIPTION
IF THIS BAR DOES
NOT MEASURE 1"
THEN DRAWING IS
NOT TO SCALE
1
2
SHEET
WILLOW ROAD STADI PROJECT - CONTRACT XXXX
10504271
VILLAGE OF WINNETKA
510 GREEN BAY ROAD
WINNETKA, ILLINOIS 60093
NOT FOR CONSTRUCTION
PRELIMINARY DESIGN PHASE - APRIL 2015
This document is an interim document and not suitable for
construction. As an interim document, it may contain data
that is potentially inaccurate or incomplete and is not to be
relied upon without the express written consent of the preparer.
0' 10' 20'
VERTICAL SCALE IN FEET
0' 50' 100'
HORIZONTAL SCALE IN FEET
GENERAL SHEET NOTES
SHEET KEYNOTES
WILLOW ROAD
J JOHNSON
N STEPINA
PLAN AND PROFILE
M LUH
WIPP-4
AS SHOWN
TUNNEL STA 22+00 TO STA 33+00
TEXT FOR KEYNOTE A
TEXT FOR KEYNOTE B
TEXT FOR KEYNOTE C
TEXT FOR KEYNOTE D
PLAN
PROFILE
RO
SE
WO
OD
A
VE
NU
E
EXISTING GROUND
WILLOW ROAD WILLOW ROAD
LO
CU
ST
S
TR
EE
T
LO
CU
ST
R
OA
D
SEE SHEET LOPP-12 FOR PROFILE OF LOCUST SEWER1.
SEE SHEET LOPP-12 FOR
CONTINUATION
72" RCP
STM
S-4
STRUCTURE TABLE
STR. NO.
DS - 3
STRUCTURE
TYPE
10' Ø DROP
STRUCTURE
STA/
OFFSET
STA: 42+25
OFFSET: 0 LT
STRUCTURE
DETAILS
RIM = 633.06
INV = 607.77 (60" S)
INV = 577.96 (96" W)
INV = 577.96 (96" E)
COORDINATES
N: 1979969
E: 1146117
33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00 41+00 42+00 43+00 44+00
96" TUNNEL STM 96" TUNNEL STM
60" R
CP
S
TM
DS - 3
MA
TC
HLIN
E 33+
00
MA
TC
HLIN
E 44+
00
560
570
580
590
600
610
620
630
640
650
660
560
570
580
590
600
610
620
630
640
650
660
33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00 41+00 42+00 43+00 44+00
96" TUNNEL STM @ 0.075%
96" TUNNEL STM @ 0.075%
INV = 578.65
INV = 577.83
SCALE
DESIGNED
DRAWN
CHECKED
WARNING
10
REV DATE BY DESCRIPTION
IF THIS BAR DOES
NOT MEASURE 1"
THEN DRAWING IS
NOT TO SCALE
1
2
SHEET
WILLOW ROAD STADI PROJECT - CONTRACT XXXX
10504271
VILLAGE OF WINNETKA
510 GREEN BAY ROAD
WINNETKA, ILLINOIS 60093
NOT FOR CONSTRUCTION
PRELIMINARY DESIGN PHASE - APRIL 2015
This document is an interim document and not suitable for
construction. As an interim document, it may contain data
that is potentially inaccurate or incomplete and is not to be
relied upon without the express written consent of the preparer.
0' 10' 20'
VERTICAL SCALE IN FEET
0' 50' 100'
HORIZONTAL SCALE IN FEET
GENERAL SHEET NOTES
SHEET KEYNOTES
WILLOW ROAD
J JOHNSON
N STEPINA
PLAN AND PROFILE
M LUH
WIPP-5
AS SHOWN
TUNNEL STA 33+00 TO STA 44+00
TEXT FOR KEYNOTE A
TEXT FOR KEYNOTE B
TEXT FOR KEYNOTE C
TEXT FOR KEYNOTE D
PLAN
PROFILE
P
R
O
V
ID
E
N
T
A
V
E
N
U
E
EXISTING GROUND
WILLOW ROADWILLOW ROAD
WH
IT
E O
AK
L
AN
E
BIR
CH
S
TR
EE
T
SEE SHEET BIPP-2 FOR PROFILE OF BIRCH SEWER1.
2.
3.
4.
SEE SHEET BIPP-2 FOR
CONTINUATION
60" RCP
STM
T-4
STRUCTURE TABLE
STR. NO.
STRUCTURE
TYPE
STA/
OFFSET
STRUCTURE
DETAILS
COORDINATES
44+00 45+00 46+00 47+00 48+00 49+00 50+00 51+00 52+00 53+00 54+00 55+00
96" TUNNEL STM
MA
TC
HLIN
E 44+
00
MA
TC
HLIN
E 55+
00
560
570
580
590
600
610
620
630
640
650
660
560
570
580
590
600
610
620
630
640
650
660
44+00 45+00 46+00 47+00 48+00 49+00 50+00 51+00 52+00 53+00 54+00 55+00
96" TUNNEL STM @ 0.075%
INV = 577.83
INV = 577.00
SCALE
DESIGNED
DRAWN
CHECKED
WARNING
10
REV DATE BY DESCRIPTION
IF THIS BAR DOES
NOT MEASURE 1"
THEN DRAWING IS
NOT TO SCALE
1
2
SHEET
WILLOW ROAD STADI PROJECT - CONTRACT XXXX
10504271
VILLAGE OF WINNETKA
510 GREEN BAY ROAD
WINNETKA, ILLINOIS 60093
NOT FOR CONSTRUCTION
PRELIMINARY DESIGN PHASE - APRIL 2015
This document is an interim document and not suitable for
construction. As an interim document, it may contain data
that is potentially inaccurate or incomplete and is not to be
relied upon without the express written consent of the preparer.
0' 10' 20'
VERTICAL SCALE IN FEET
0' 50' 100'
HORIZONTAL SCALE IN FEET
GENERAL SHEET NOTES
SHEET KEYNOTES
WILLOW ROAD
J JOHNSON
N STEPINA
PLAN AND PROFILE
M LUH
WIPP-6
AS SHOWN
TUNNEL STA 44+00 TO STA 55+00
TEXT FOR KEYNOTE A
TEXT FOR KEYNOTE B
TEXT FOR KEYNOTE C
TEXT FOR KEYNOTE D
PLAN
PROFILE
LIN
DE
N S
TR
EE
T
EXISTING GROUND
WILLOW ROADWILLOW ROAD
CH
ES
TN
UT
S
TR
EE
T
TEXT FOR NOTE 1
TEXT FOR NOTE 2
TEXT FOR NOTE 3
TEXT FOR NOTE 4
1.
2.
3.
4.
STRUCTURE TABLE
STR. NO.
STRUCTURE
TYPE
STA/
OFFSET
STRUCTURE
DETAILS
COORDINATES
55+00 56+00 57+00 58+00 59+00 60+00 61+00 62+00 63+00 64+00 65+00 66+00
96" TUNNEL STM
EXISTING 7'-6" X 8'-4"
MWRDGC NSIS #7
MA
TC
HLIN
E 55+
00
MA
TC
HLIN
E 66+
00
560
570
580
590
600
610
620
630
640
650
660
560
570
580
590
600
610
620
630
640
650
660
55+00 56+00 57+00 58+00 59+00 60+00 61+00 62+00 63+00 64+00 65+00 66+00
96" TUNNEL STM @ 0.075%
APPROX LIMITS
UPRR ROW
ST
A 62+
75.00
ST
A 63+
75.00
PROPOSED TUNNEL
STA 61+63.30
INV 576.50
INV = 577.00
INV = 576.18
EX
IS
TIN
G 7
'-6" X
8'-4"
MW
RD
GC
N
SIS
#7
AP
PR
OX
IN
V =
592
.6
7
SCALE
DESIGNED
DRAWN
CHECKED
WARNING
10
REV DATE BY DESCRIPTION
IF THIS BAR DOES
NOT MEASURE 1"
THEN DRAWING IS
NOT TO SCALE
1
2
SHEET
WILLOW ROAD STADI PROJECT - CONTRACT XXXX
10504271
VILLAGE OF WINNETKA
510 GREEN BAY ROAD
WINNETKA, ILLINOIS 60093
NOT FOR CONSTRUCTION
PRELIMINARY DESIGN PHASE - APRIL 2015
This document is an interim document and not suitable for
construction. As an interim document, it may contain data
that is potentially inaccurate or incomplete and is not to be
relied upon without the express written consent of the preparer.
0' 10' 20'
VERTICAL SCALE IN FEET
0' 50' 100'
HORIZONTAL SCALE IN FEET
GENERAL SHEET NOTES
SHEET KEYNOTES
WILLOW ROAD
J JOHNSON
N STEPINA
PLAN AND PROFILE
M LUH
WIPP-7
AS SHOWN
TUNNEL STA 55+00 TO STA 66+00
TEXT FOR KEYNOTE A
TEXT FOR KEYNOTE B
TEXT FOR KEYNOTE C
TEXT FOR KEYNOTE D
PLAN
PROFILE
RID
GE
A
VE
NU
E
EXISTING GROUND
WILLOW ROAD WILLOW ROAD
FO
RE
ST
S
TR
EE
T
G
R
E
E
N
B
A
Y
R
O
A
D
W
I
L
S
O
N
S
T
R
E
E
T
CE
DA
R S
TR
EE
T
EXISTING
60" CONNECTING SEWER
APPROX INV 594.26
STA 61+58
EXISTING MWRDGC
DROP STRUCTURE
APPROX BOTTOM EL
589.76
EXISTING
PEDESTRIAN
TUNNEL
EXISTING
PEDESTRIAN
TUNNEL
TEXT FOR NOTE 1
TEXT FOR NOTE 2
TEXT FOR NOTE 3
TEXT FOR NOTE 4
1.
2.
3.
4.
T-5
STRUCTURE TABLE
STR. NO.
DS - 4
STRUCTURE
TYPE
10' Ø DROP
STRUCTURE
STA/
OFFSET
STA: 74+55
OFFSET: 0 LT
STRUCTURE
DETAILS
RIM = 617.40
INV = 575.54 (96" W)
INV = 598.75 (54" N)
INV = 575.54 (96" E)
COORDINATES
N: 1979939
E: 1149347
66+00 67+00 68+00 69+00 70+00 71+00 72+00 73+00 74+00 75+00 76+00 77+00
96" TUNNEL STM 96" TUNNEL STM
54" R
CP
S
TM
DS - 4
MA
TC
HLIN
E 66+
00
MA
TC
HLIN
E 77+
00
560
570
580
590
600
610
620
630
640
650
660
560
570
580
590
600
610
620
630
640
650
660
66+00 67+00 68+00 69+00 70+00 71+00 72+00 73+00 74+00 75+00 76+00 77+00
96" TUNNEL STM @ 0.075%
96" TUNNEL STM @ 0.075%
INV = 576.18
INV = 575.35
DS
- 4
ST
A 74+
55
, 0 LT
SCALE
DESIGNED
DRAWN
CHECKED
WARNING
10
REV DATE BY DESCRIPTION
IF THIS BAR DOES
NOT MEASURE 1"
THEN DRAWING IS
NOT TO SCALE
1
2
SHEET
WILLOW ROAD STADI PROJECT - CONTRACT XXXX
10504271
VILLAGE OF WINNETKA
510 GREEN BAY ROAD
WINNETKA, ILLINOIS 60093
NOT FOR CONSTRUCTION
PRELIMINARY DESIGN PHASE - APRIL 2015
This document is an interim document and not suitable for
construction. As an interim document, it may contain data
that is potentially inaccurate or incomplete and is not to be
relied upon without the express written consent of the preparer.
0' 10' 20'
VERTICAL SCALE IN FEET
0' 50' 100'
HORIZONTAL SCALE IN FEET
GENERAL SHEET NOTES
SHEET KEYNOTES
WILLOW ROAD
J JOHNSON
N STEPINA
PLAN AND PROFILE
M LUH
WIPP-8
AS SHOWN
TUNNEL STA 66+00 TO STA 77+00
TEXT FOR KEYNOTE A
TEXT FOR KEYNOTE B
TEXT FOR KEYNOTE C
TEXT FOR KEYNOTE D
PLAN
PROFILE
WA
LN
UT
A
VE
NU
E
EXISTING GROUND
WILLOW ROAD WILLOW ROAD
PO
PL
AR
S
TR
EE
T
SEE SHEET POPP-6 FOR PROFILE OF POPLAR SEWER1.
2.
3.
4.
SEE SHEET POPP-6 FOR
CONTINUATION
54" RCP
STM
T-6
STRUCTURE TABLE
STR. NO.
DS - 5
STRUCTURE
TYPE
10' Ø DROP
STRUCTURE
STA/
OFFSET
STA: 87+25
OFFSET: 0 LT
STRUCTURE
DETAILS
RIM = 614.00
INV = 597.45 (72" S)
INV = 574.58 (96" W)
INV = 574.58 (96" E)
COORDINATES
N: 1979927
E: 1150617
77+00 78+00 79+00 80+00 81+00 82+00 83+00 84+00 85+00 86+00 87+00 88+00
96" TUNNEL STM96" TUNNEL STM
72" R
CP
S
TM
DS - 5
MA
TC
HLIN
E 77+
00
MA
TC
HLIN
E 88+
00
560
570
580
590
600
610
620
630
640
650
660
560
570
580
590
600
610
620
630
640
650
660
77+00 78+00 79+00 80+00 81+00 82+00 83+00 84+00 85+00 86+00 87+00 88+00
96" TUNNEL STM @ 0.075%
96" TUNNEL
STM @ 0.075%
INV = 575.35
INV = 574.53
DS
- 5
ST
A 8
7+
25, 0 L
T
SCALE
DESIGNED
DRAWN
CHECKED
WARNING
10
REV DATE BY DESCRIPTION
IF THIS BAR DOES
NOT MEASURE 1"
THEN DRAWING IS
NOT TO SCALE
1
2
SHEET
WILLOW ROAD STADI PROJECT - CONTRACT XXXX
10504271
VILLAGE OF WINNETKA
510 GREEN BAY ROAD
WINNETKA, ILLINOIS 60093
NOT FOR CONSTRUCTION
PRELIMINARY DESIGN PHASE - APRIL 2015
This document is an interim document and not suitable for
construction. As an interim document, it may contain data
that is potentially inaccurate or incomplete and is not to be
relied upon without the express written consent of the preparer.
0' 10' 20'
VERTICAL SCALE IN FEET
0' 50' 100'
HORIZONTAL SCALE IN FEET
GENERAL SHEET NOTES
SHEET KEYNOTES
WILLOW ROAD
J JOHNSON
N STEPINA
PLAN AND PROFILE
M LUH
WIPP-9
AS SHOWN
TUNNEL STA 77+00 TO STA 88+00
TEXT FOR KEYNOTE A
TEXT FOR KEYNOTE B
TEXT FOR KEYNOTE C
TEXT FOR KEYNOTE D
PLAN
PROFILE
MY
RT
LE
S
TR
EE
T
EXISTING GROUND
WILLOW ROAD WILLOW ROAD
FA
IR
VIE
W A
VE
NU
E
WO
OD
LA
ND
A
VE
NU
E
SEE SHEET WOPP-2 FOR PROFILE OF WOODLAND SEWER.1.
2.
3.
4.
SEE SHEET WOPP-2 FOR
CONTINUATION
72" RCP
STM
S-7
STRUCTURE TABLE
STR. NO.
MH - 101
STRUCTURE
TYPE
72" TYPE "A"
STA/
OFFSET
STA: 95+03
OFFSET: 10 RT
STRUCTURE
DETAILS
RIM = 605.00
COORDINATES
N: 1979910
E: 1151395
INV = 591.10 (30" W)
INV = 590.90 (30" N)
88+00 89+00 90+00 91+00 92+00 93+00 94+00 95+00 96+00 97+00 98+00 99+00
96" TUNNEL STM96" TUNNEL STM
MH - 101
93+00 94+00 95+00 96+00
MA
TC
HLIN
E 88+
00
530
540
550
560
570
580
590
600
610
620
630
640
530
540
550
560
570
580
590
600
610
620
630
640
88+00 89+00 90+00 91+00 92+00 93+00 94+00 95+00 96+00 97+00 98+00 99+00
INV = 574.53
96" TUNNEL STM @ 0.043%
SCALE
DESIGNED
DRAWN
CHECKED
WARNING
10
REV DATE BY DESCRIPTION
IF THIS BAR DOES
NOT MEASURE 1"
THEN DRAWING IS
NOT TO SCALE
1
2
SHEET
WILLOW ROAD STADI PROJECT - CONTRACT XXXX
10504271
VILLAGE OF WINNETKA
510 GREEN BAY ROAD
WINNETKA, ILLINOIS 60093
NOT FOR CONSTRUCTION
PRELIMINARY DESIGN PHASE - APRIL 2015
This document is an interim document and not suitable for
construction. As an interim document, it may contain data
that is potentially inaccurate or incomplete and is not to be
relied upon without the express written consent of the preparer.
0' 10' 20'
VERTICAL SCALE IN FEET
0' 50' 100'
HORIZONTAL SCALE IN FEET
GENERAL SHEET NOTES
SHEET KEYNOTES
WILLOW ROAD
J JOHNSON
N STEPINA
PLAN AND PROFILE
M LUH
WIPP-10
AS SHOWN
TUNNEL STA 88+00 TO STA 99+00
TEXT FOR KEYNOTE A
TEXT FOR KEYNOTE B
TEXT FOR KEYNOTE C
TEXT FOR KEYNOTE D
PLAN
PROFILE
S
H
E
R
I
D
A
N
R
O
A
D
EXISTING GROUND
WILLOW ROAD WILLOW ROAD
EX
IS
TIN
G 6'-0" x 8'-0"
MW
RD
GC
N
SIS
#1
AP
PR
OX
IN
V =
592.0
OUTFALL
STRUCTURE
OUTFALL
STRUCTURE
SEE SHEET C-10
SEE SHEET C-10 FOR DETAILS OF OUTFALL STRUCTURE.
TEXT FOR NOTE 2
TEXT FOR NOTE 3
TEXT FOR NOTE 4
1.
2.
3.
4.
SHEET
PILE
T-7
TREATMENT UNITS
PUMPING
STATION
MH
-101
ST
A 95+
03, 10 R
T
EXISTING 6'-0" X 8'-0"
MWRDGC NSIS #1
WO
PP
-2
WO
PP
-3
WO
PP
-4
WO
PP
-5
WO
PP
-6
WO
PP
-7
WO
PP
-8
WOPP-9WOPP-10
SCALE
DESIGNED
DRAWN
CHECKED
WARNING
10
REV DATE BY DESCRIPTION
IF THIS BAR DOES
NOT MEASURE 1"
THEN DRAWING IS
NOT TO SCALE
1
2
SHEET
WILLOW ROAD STADI PROJECT - CONTRACT XXXX
10504271
VILLAGE OF WINNETKA
510 GREEN BAY ROAD
WINNETKA, ILLINOIS 60093
NOT FOR CONSTRUCTION
PRELIMINARY DESIGN PHASE - APRIL 2015
This document is an interim document and not suitable for
construction. As an interim document, it may contain data
that is potentially inaccurate or incomplete and is not to be
relied upon without the express written consent of the preparer.
0' 200' 400'
HORIZONTAL SCALE IN FEET
WOODLAND AVENUE
J JOHNSON
N STEPINA
PLAN AND PROFILE
M LUH
WOPP-1
1"=200'
STORM SEWER KEY PLAN
KEY PLAN
WINNETKA AVENUE
GENERAL SHEET NOTES
TEXT FOR NOTE 1
TEXT FOR NOTE 2
TEXT FOR NOTE 3
TEXT FOR NOTE 4
TEXT FOR KEYNOTE A
TEXT FOR KEYNOTE B
TEXT FOR KEYNOTE C
TEXT FOR KEYNOTE D
SHEET KEYNOTES
G
R
E
E
N
B
A
Y
R
O
A
D
BE
RT
LIN
G L
AN
E
WO
OD
LA
ND
A
VE
NU
E
ELDER LANE
SUNSET ROAD
WO
OD
LA
ND
A
VE
NU
E
HAWTHORNE LANE
WILLOW ROAD
U
N
I
O
N
P
A
C
I
F
I
C
R
A
I
L
R
O
A
D
NEW TRIER
HIGH SCHOOL
GREELEY
ELEMENTARY
SCHOOL
200+00 201+00 202+00 203+00 204+00
DS - 5
72" RCP STM72" RCP STM
96" T
UN
NE
L S
TM
96" T
UN
NE
L S
TM
MA
TC
HLIN
E 204+
00
570
580
590
600
610
620
570
580
590
600
610
620
EXISTING GROUND
399 LF 72" RCP STM @ 0.05%
200+00 201+00 202+00 203+00 204+00
96" TUNNEL STM
INV = 597.63
DS
- 5
ST
A 2
00+
28, 1 L
T
INV = 597.45
STRUCTURE TABLE
STR. NO.
DS - 5
STRUCTURE
TYPE
10' Ø DROP
STRUCTURE
STA/
OFFSET
STA: 200+28
OFFSET: -1 LT
STRUCTURE
DETAILS
RIM = 614.00
INV = 597.45 (72" S)
INV = 574.58 (96" W)
INV = 574.58 (96" E)
COORDINATES
N: 1979927
E: 1150617
SCALE
DESIGNED
DRAWN
CHECKED
WARNING
10
REV DATE BY DESCRIPTION
IF THIS BAR DOES
NOT MEASURE 1"
THEN DRAWING IS
NOT TO SCALE
1
2
SHEET
WILLOW ROAD STADI PROJECT - CONTRACT XXXX
10504271
VILLAGE OF WINNETKA
510 GREEN BAY ROAD
WINNETKA, ILLINOIS 60093
NOT FOR CONSTRUCTION
PRELIMINARY DESIGN PHASE - APRIL 2015
This document is an interim document and not suitable for
construction. As an interim document, it may contain data
that is potentially inaccurate or incomplete and is not to be
relied upon without the express written consent of the preparer.
PLAN
PROFILE
0' 5' 10'
VERTICAL SCALE IN FEET
0' 20' 40'
HORIZONTAL SCALE IN FEET
GENERAL SHEET NOTES
TEXT FOR NOTE 1
TEXT FOR NOTE 2
TEXT FOR NOTE 3
TEXT FOR NOTE 4
TEXT FOR KEYNOTE A
TEXT FOR KEYNOTE B
TEXT FOR KEYNOTE C
TEXT FOR KEYNOTE D
SHEET KEYNOTES
WOODLAND AVENUE
WIL
LO
W R
OA
D
WOODLAND AVENUE
J JOHNSON
N STEPINA
PLAN AND PROFILE
M LUH
WOPP-2
AS SHOWN
STORM SEWER STA 200+00 TO STA 204+00
SEE SHEET WIPP-10 FOR
CONTINUATION
SEE SHEET WIPP-9 FOR
CONTINUATION
S-7
204+00 205+00 206+00 207+00
208+00
MH - 201
72" RCP STM
MH - 202
MA
TC
HLIN
E 204+
00
MA
TC
HLIN
E 208+
00
590
600
610
620
630
590
600
610
620
630
EXISTING GROUND
MH
- 201
ST
A 20
4+
28, 0 T
MH
- 20
2
ST
A 207+
86, 0 T
358 LF 72" RCP STM @ 0.05%
204+00 205+00 206+00 207+00 208+00
INV = 597.63
INV = 597.83
STRUCTURE TABLE
STR. NO.
MH - 201
MH - 202
STRUCTURE
TYPE
72" T-BASE
W/ 48" RISER
72" T-BASE
W/ 48" RISER
STA/
OFFSET
STA: 204+28
OFFSET: 0 T
STA: 207+86
OFFSET: 0 T
STRUCTURE
DETAILS
RIM = 613.98
INV = 597.64 (72" S)
INV = 597.64 (72" N)
RIM = 613.00
INV = 597.82 (72" S)
INV = 597.82 (72" N)
COORDINATES
N: 1979528
E: 1150616
N: 1979169
E: 1150615
SCALE
DESIGNED
DRAWN
CHECKED
WARNING
10
REV DATE BY DESCRIPTION
IF THIS BAR DOES
NOT MEASURE 1"
THEN DRAWING IS
NOT TO SCALE
1
2
SHEET
WILLOW ROAD STADI PROJECT - CONTRACT XXXX
10504271
VILLAGE OF WINNETKA
510 GREEN BAY ROAD
WINNETKA, ILLINOIS 60093
NOT FOR CONSTRUCTION
PRELIMINARY DESIGN PHASE - APRIL 2015
This document is an interim document and not suitable for
construction. As an interim document, it may contain data
that is potentially inaccurate or incomplete and is not to be
relied upon without the express written consent of the preparer.
WOODLAND AVENUE
J JOHNSON
N STEPINA
PLAN AND PROFILE
M LUH
WOPP-3
AS SHOWN
STORM SEWER STA 204+00 TO STA 208+00
PLAN
PROFILE
0' 5' 10'
VERTICAL SCALE IN FEET
0' 20' 40'
HORIZONTAL SCALE IN FEET
GENERAL SHEET NOTES
TEXT FOR NOTE 1
TEXT FOR NOTE 2
TEXT FOR NOTE 3
TEXT FOR NOTE 4
TEXT FOR KEYNOTE A
TEXT FOR KEYNOTE B
TEXT FOR KEYNOTE C
TEXT FOR KEYNOTE D
SHEET KEYNOTES
WOODLAND AVENUE
HA
WT
HO
RN
E L
AN
E
208+00 209+00 210+00 211+00
212+00
72" RCP STM72" RCP STM
JC - 203
60" RCP STM
MA
TC
HLIN
E 208+
00
MA
TC
HLIN
E 212+
00
590
600
610
620
630
590
600
610
620
630
EXISTING GROUND
361 LF 72" RCP STM @ 0.05%
JC
- 203
ST
A 21
1+
47, 0 T
228 LF 60" RCP
STM @ 0.05%
208+00 209+00 210+00 211+00 212+00
INV = 597.83
INV = 599.02
STRUCTURE TABLE
STR. NO.
JC - 203
STRUCTURE
TYPE
JUNCTION
CHAMBER
12'X12'
STA/
OFFSET
STA: 211+47
OFFSET: 0 T
STRUCTURE
DETAILS
RIM = 612.43
INV = 599.00 (60" S)
INV = 598.00 (72" N)
COORDINATES
N: 1978808
E: 1150615
SCALE
DESIGNED
DRAWN
CHECKED
WARNING
10
REV DATE BY DESCRIPTION
IF THIS BAR DOES
NOT MEASURE 1"
THEN DRAWING IS
NOT TO SCALE
1
2
SHEET
WILLOW ROAD STADI PROJECT - CONTRACT XXXX
10504271
VILLAGE OF WINNETKA
510 GREEN BAY ROAD
WINNETKA, ILLINOIS 60093
NOT FOR CONSTRUCTION
PRELIMINARY DESIGN PHASE - APRIL 2015
This document is an interim document and not suitable for
construction. As an interim document, it may contain data
that is potentially inaccurate or incomplete and is not to be
relied upon without the express written consent of the preparer.
WOODLAND AVENUE
J JOHNSON
N STEPINA
PLAN AND PROFILE
M LUH
WOPP-4
AS SHOWN
STORM SEWER STA 208+00 TO STA 212+00
PLAN
PROFILE
0' 5' 10'
VERTICAL SCALE IN FEET
0' 20' 40'
HORIZONTAL SCALE IN FEET
GENERAL SHEET NOTES
TEXT FOR NOTE 1
TEXT FOR NOTE 2
TEXT FOR NOTE 3
TEXT FOR NOTE 4
SHEET KEYNOTES
WOODLAND AVENUE
A.
B.
C.
D.
CONFLICT WITH 30" SANITARY LINE TO BE RESOLVED AT 60% DESIGN
TEXT FOR KEYNOTE B
TEXT FOR KEYNOTE C
TEXT FOR KEYNOTE D
EL
DE
R L
AN
E
S-8
212+00
213+00
214+00
215+00
216+
00
60" RCP S
TM
60" RCP S
TM
MH - 204
60" RCP STM
MA
TC
HLIN
E 212+
00
MA
TC
HLIN
E 216+
00
590
600
610
620
630
590
600
610
620
630
EXISTING GROUND
MH
- 204
ST
A 213+
75
, 0 T
228 LF 60" RCP STM @ 0.05%
450 LF 60" RCP STM @ 0.05%
212+00 213+00 214+00 215+00 216+00
INV = 599.02
INV = 599.22
STRUCTURE TABLE
STR. NO.
MH - 204
STRUCTURE
TYPE
60" T-BASE
W/ 48" RISER
STA/
OFFSET
STA: 213+75
OFFSET: 0 T
STRUCTURE
DETAILS
RIM = 612.04
INV = 599.11 (60" S)
INV = 599.11 (60" N)
COORDINATES
N: 1978580
E: 1150614
SCALE
DESIGNED
DRAWN
CHECKED
WARNING
10
REV DATE BY DESCRIPTION
IF THIS BAR DOES
NOT MEASURE 1"
THEN DRAWING IS
NOT TO SCALE
1
2
SHEET
WILLOW ROAD STADI PROJECT - CONTRACT XXXX
10504271
VILLAGE OF WINNETKA
510 GREEN BAY ROAD
WINNETKA, ILLINOIS 60093
NOT FOR CONSTRUCTION
PRELIMINARY DESIGN PHASE - APRIL 2015
This document is an interim document and not suitable for
construction. As an interim document, it may contain data
that is potentially inaccurate or incomplete and is not to be
relied upon without the express written consent of the preparer.
WOODLAND AVENUE
J JOHNSON
N STEPINA
PLAN AND PROFILE
M LUH
WOPP-5
AS SHOWN
STORM SEWER STA 212+00 TO STA 216+00
PLAN
PROFILE
0' 5' 10'
VERTICAL SCALE IN FEET
0' 20' 40'
HORIZONTAL SCALE IN FEET
GENERAL SHEET NOTES
TEXT FOR NOTE 1
TEXT FOR NOTE 2
TEXT FOR NOTE 3
TEXT FOR NOTE 4
TEXT FOR KEYNOTE A
TEXT FOR KEYNOTE B
TEXT FOR KEYNOTE C
TEXT FOR KEYNOTE D
SHEET KEYNOTES
WOODLAND AVENUE
SU
NS
ET
R
OA
D
216+00217+00
218+00 219+
00
220+
00
60" RCP STM
MH - 205
60"
RC
P S
TM
MA
TC
HLIN
E 216+
00
MA
TC
HLIN
E 220+
00
590
600
610
620
630
590
600
610
620
630
EXISTING GROUND
MH
- 20
5
ST
A 218
+2
5, 0 T
450 LF 60" RCP STM @ 0.05%470 LF 60" RCP STM @ 0.05%
216+00 217+00 218+00 219+00 220+00
INV = 599.22
INV = 599.41
STRUCTURE TABLE
STR. NO.
MH - 205
STRUCTURE
TYPE
60" T-BASE
W/ 48" RISER
STA/
OFFSET
STA: 218+25
OFFSET: 0 T
STRUCTURE
DETAILS
RIM = 612.49
INV = 599.33 (60" S)
INV = 599.33 (60" N)
COORDINATES
N: 1978131
E: 1150585
SCALE
DESIGNED
DRAWN
CHECKED
WARNING
10
REV DATE BY DESCRIPTION
IF THIS BAR DOES
NOT MEASURE 1"
THEN DRAWING IS
NOT TO SCALE
1
2
SHEET
WILLOW ROAD STADI PROJECT - CONTRACT XXXX
10504271
VILLAGE OF WINNETKA
510 GREEN BAY ROAD
WINNETKA, ILLINOIS 60093
NOT FOR CONSTRUCTION
PRELIMINARY DESIGN PHASE - APRIL 2015
This document is an interim document and not suitable for
construction. As an interim document, it may contain data
that is potentially inaccurate or incomplete and is not to be
relied upon without the express written consent of the preparer.
WOODLAND AVENUE
J JOHNSON
N STEPINA
PLAN AND PROFILE
M LUH
WOPP-6
AS SHOWN
STORM SEWER STA 216+00 TO STA 220+00
PLAN
PROFILE
0' 5' 10'
VERTICAL SCALE IN FEET
0' 20' 40'
HORIZONTAL SCALE IN FEET
GENERAL SHEET NOTES
TEXT FOR NOTE 1
TEXT FOR NOTE 2
TEXT FOR NOTE 3
TEXT FOR NOTE 4
TEXT FOR KEYNOTE A
TEXT FOR KEYNOTE B
TEXT FOR KEYNOTE C
TEXT FOR KEYNOTE D
SHEET KEYNOTES
WOODLAND AVENUE
SU
NS
ET
R
OA
D
220+00 221+00 222+00 223+00 224+00
60" RCP STM
MH - 206
60" RCP STM
MA
TC
HLIN
E 220+
00
MA
TC
HLIN
E 224+
00
590
600
610
620
630
590
600
610
620
630
EXISTING GROUND
470 LF 60" RCP STM @ 0.05%
MH
- 206
ST
A 2
22+
95, 0 T
346 LF 60" RCP STM @ 0.05%
220+00 221+00 222+00 223+00 224+00
INV = 599.41
INV = 599.61
STRUCTURE TABLE
STR. NO.
MH - 206
STRUCTURE
TYPE
60" T-BASE
W/ 48" RISER
STA/
OFFSET
STA: 222+95
OFFSET: 0 T
STRUCTURE
DETAILS
RIM = 613.05
INV = 599.56 (60" S)
INV = 599.56 (60" N)
COORDINATES
N: 1977662
E: 1150585
SCALE
DESIGNED
DRAWN
CHECKED
WARNING
10
REV DATE BY DESCRIPTION
IF THIS BAR DOES
NOT MEASURE 1"
THEN DRAWING IS
NOT TO SCALE
1
2
SHEET
WILLOW ROAD STADI PROJECT - CONTRACT XXXX
10504271
VILLAGE OF WINNETKA
510 GREEN BAY ROAD
WINNETKA, ILLINOIS 60093
NOT FOR CONSTRUCTION
PRELIMINARY DESIGN PHASE - APRIL 2015
This document is an interim document and not suitable for
construction. As an interim document, it may contain data
that is potentially inaccurate or incomplete and is not to be
relied upon without the express written consent of the preparer.
WOODLAND AVENUE
J JOHNSON
N STEPINA
PLAN AND PROFILE
M LUH
WOPP-7
AS SHOWN
STORM SEWER STA 220+00 TO STA 224+00
PLAN
PROFILE
0' 5' 10'
VERTICAL SCALE IN FEET
0' 20' 40'
HORIZONTAL SCALE IN FEET
GENERAL SHEET NOTES
TEXT FOR NOTE 1
TEXT FOR NOTE 2
TEXT FOR NOTE 3
TEXT FOR NOTE 4
TEXT FOR KEYNOTE A
TEXT FOR KEYNOTE B
TEXT FOR KEYNOTE C
TEXT FOR KEYNOTE D
SHEET KEYNOTES
WOODLAND AVENUE
237+
00
238+
00
238+
00
227+00
224+00 225+00 226+00
60" RCP STM
MH - 207
60" RCP STM
EXISTING 3'-4" X 5'-2"
MWRDGC NSIS #2
60" R
CP
S
TM
MA
TC
HLIN
E 224+
00
590
600
610
620
630
590
600
610
620
630
EXISTING GROUND
346 LF 60" RCP STM @ 0.05%
MH
- 2
07
ST
A 226+
40, 0 T
EX
IS
TIN
G 3
'-4" X
5'-2"
MW
RD
GC
N
SIS
#2
AP
PR
OX
IN
V =
5
96.59
224+00 225+00 226+00 227+00
INV = 599.61
60" RCP STM
11 LF 60" RCP STM @ 0.10%
STRUCTURE TABLE
STR. NO.
MH - 207
STRUCTURE
TYPE
60" T-BASE
W/ 48" RISER
STA/
OFFSET
STA: 226+40
OFFSET: 0 T
STRUCTURE
DETAILS
RIM = 613.01
INV = 599.73 (60" S)
INV = 599.73 (60" N)
COORDINATES
N: 1977316
E: 1150585
SCALE
DESIGNED
DRAWN
CHECKED
WARNING
10
REV DATE BY DESCRIPTION
IF THIS BAR DOES
NOT MEASURE 1"
THEN DRAWING IS
NOT TO SCALE
1
2
SHEET
WILLOW ROAD STADI PROJECT - CONTRACT XXXX
10504271
VILLAGE OF WINNETKA
510 GREEN BAY ROAD
WINNETKA, ILLINOIS 60093
NOT FOR CONSTRUCTION
PRELIMINARY DESIGN PHASE - APRIL 2015
This document is an interim document and not suitable for
construction. As an interim document, it may contain data
that is potentially inaccurate or incomplete and is not to be
relied upon without the express written consent of the preparer.
WOODLAND AVENUE
J JOHNSON
N STEPINA
PLAN AND PROFILE
M LUH
WOPP-8
AS SHOWN
STORM SEWER STA 224+00 TO STA 227+00
PLAN
PROFILE
0' 5' 10'
VERTICAL SCALE IN FEET
0' 20' 40'
HORIZONTAL SCALE IN FEET
GENERAL SHEET NOTES
TEXT FOR NOTE 1
TEXT FOR NOTE 2
TEXT FOR NOTE 3
TEXT FOR NOTE 4
TEXT FOR KEYNOTE A
TEXT FOR KEYNOTE B
TEXT FOR KEYNOTE C
TEXT FOR KEYNOTE D
SHEET KEYNOTES
WOODLAND AVENUE
WIN
NE
TK
A A
VE
NU
E
NEW TRIER
HIGH SCHOOL
SEE SHEET WOPP-10 FOR
CONTINUATION
S-9
STRUCTURE TABLE
STR. NO.
HCI - 209A
HCI - 209B
MH - 209
MH - 210
STRUCTURE
TYPE
HIGH CAP INLET
25' LONG
HIGH CAP INLET
25' LONG
84" TYPE "A"
72" TYPE "A"
STA/
OFFSET
STA: 231+60
OFFSET: -24 LT
STA: 231+60
OFFSET: 13 RT
STA: 232+42
OFFSET: -26 LT
STA: 232+42
OFFSET: 13 RT
STRUCTURE
DETAILS
RIM = 610.42
INV = 605.58 (36" E)
RIM = 610.35
INV = 600.28 (36" E)
RIM = 612.00
INV = 605.50 (36" W)
INV = 600.16 (36" S)
INV = 600.00 (60" E)
RIM = 611.88
INV = 600.20 (36" W)
INV = 600.20 (36" N)
COORDINATES
N: 1977308
E: 1149981
N: 1977271
E: 1149981
N: 1977310
E: 1150064
N: 1977271
E: 1150064
590
600
610
620
630
590
600
610
620
630
230+00 231+00 232+00 233+00 234+00
EXISTING GROUND
MH
- 209
ST
A 23
2+
42, 2
6 L
T
EXISTING 3'-4" X 5'-2"
MWRDGC NSIS #2
218 LF 60" RCP STM @ 0.05%
APPROX INV = 597.13
APPROX INV = 596.59
INV = 599.92
230+00 231+00 232+00 233+00 234+00
MH - 209
60" RCP STM
EXISTING 3'-4" X 5'-2"
MWRDGC NSIS #2
60" RCP STM
HCI - 209A
HCI - 209B
36" RCP STM
36" RCP STM
MH - 210
36" R
CP
S
TM
MA
TC
HLIN
E 234+
00
SCALE
DESIGNED
DRAWN
CHECKED
WARNING
10
REV DATE BY DESCRIPTION
IF THIS BAR DOES
NOT MEASURE 1"
THEN DRAWING IS
NOT TO SCALE
1
2
SHEET
WILLOW ROAD STADI PROJECT - CONTRACT XXXX
10504271
VILLAGE OF WINNETKA
510 GREEN BAY ROAD
WINNETKA, ILLINOIS 60093
NOT FOR CONSTRUCTION
PRELIMINARY DESIGN PHASE - APRIL 2015
This document is an interim document and not suitable for
construction. As an interim document, it may contain data
that is potentially inaccurate or incomplete and is not to be
relied upon without the express written consent of the preparer.
WINNETKA AVENUE
J JOHNSON
N STEPINA
PLAN AND PROFILE
M LUH
WOPP-9
AS SHOWN
STORM SEWER STA 230+00 TO STA 234+00
PLAN
PROFILE
0' 5' 10'
VERTICAL SCALE IN FEET
0' 20' 40'
HORIZONTAL SCALE IN FEET
GENERAL SHEET NOTES
TEXT FOR NOTE 1
TEXT FOR NOTE 2
TEXT FOR NOTE 3
TEXT FOR NOTE 4
TEXT FOR KEYNOTE A
TEXT FOR KEYNOTE B
TEXT FOR KEYNOTE C
TEXT FOR KEYNOTE D
SHEET KEYNOTES
WINNETKA ROAD
590
600
610
620
630
590
600
610
620
630
234+00 235+00 236+00 237+00 238+00
EXISTING GROUND
MH
- 2
08
ST
A 234
+60, 2
6 L
T
303 LF 60" RCP STM @ 0.05%
218 LF 60" RCP STM @ 0.05%
EXISTING 3'-4" X 5'-2"
MWRDGC NSIS #2
MH
- 2
07
ST
A 226+
40, 0 LT
APPROX INV = 596.59
INV = 599.92
APPROX INV = 596.65
STRUCTURE TABLE
STR. NO.
MH - 208
STRUCTURE
TYPE
60" T-BASE
W/ 48" RISER
STA/
OFFSET
STA: 234+60
OFFSET: -26 LT
STRUCTURE
DETAILS
RIM = 615.00
INV = 599.89 (60" W)
INV = 599.89 (60" E)
COORDINATES
N: 1977308
E: 1150282
234+00 235+00 236+00 237+00 238+00238+00
227+
00
MH - 207
MH - 208
60" RCP STM
EXISTING 3'-4" X 5'-2"
MWRDGC NSIS #2
60" RCP STM
60" RCP STM
MA
TC
HLIN
E 234+
00
SCALE
DESIGNED
DRAWN
CHECKED
WARNING
10
REV DATE BY DESCRIPTION
IF THIS BAR DOES
NOT MEASURE 1"
THEN DRAWING IS
NOT TO SCALE
1
2
SHEET
WILLOW ROAD STADI PROJECT - CONTRACT XXXX
10504271
VILLAGE OF WINNETKA
510 GREEN BAY ROAD
WINNETKA, ILLINOIS 60093
NOT FOR CONSTRUCTION
PRELIMINARY DESIGN PHASE - APRIL 2015
This document is an interim document and not suitable for
construction. As an interim document, it may contain data
that is potentially inaccurate or incomplete and is not to be
relied upon without the express written consent of the preparer.
WINNETKA AVENUE
J JOHNSON
N STEPINA
PLAN AND PROFILE
M LUH
WOPP-10
AS SHOWN
STORM SEWER STA 234+00 TO STA 238+00
PLAN
PROFILE
0' 5' 10'
VERTICAL SCALE IN FEET
0' 20' 40'
HORIZONTAL SCALE IN FEET
GENERAL SHEET NOTES
TEXT FOR NOTE 1
TEXT FOR NOTE 2
TEXT FOR NOTE 3
TEXT FOR NOTE 4
TEXT FOR KEYNOTE A
TEXT FOR KEYNOTE B
TEXT FOR KEYNOTE C
TEXT FOR KEYNOTE D
SHEET KEYNOTES
WINNETKA ROAD
SEE SHEET WOPP-8 FOR
CONTINUATION
POPP-2
PO
PP
-3
PO
PP
-4
PO
PP
-5
PO
PP
-6
POPP-7POPP-8
SCALE
DESIGNED
DRAWN
CHECKED
WARNING
10
REV DATE BY DESCRIPTION
IF THIS BAR DOES
NOT MEASURE 1"
THEN DRAWING IS
NOT TO SCALE
1
2
SHEET
WILLOW ROAD STADI PROJECT - CONTRACT XXXX
10504271
VILLAGE OF WINNETKA
510 GREEN BAY ROAD
WINNETKA, ILLINOIS 60093
NOT FOR CONSTRUCTION
PRELIMINARY DESIGN PHASE - APRIL 2015
This document is an interim document and not suitable for
construction. As an interim document, it may contain data
that is potentially inaccurate or incomplete and is not to be
relied upon without the express written consent of the preparer.
0' 100' 200'
HORIZONTAL SCALE IN FEET
POPLAR STREET BRANCH
J JOHNSON
N STEPINA
PLAN AND PROFILE
M LUH
POPP-1
1"=100'
STORM SEWER KEY PLAN
KEY PLAN
OAK STREET
PO
PL
AR
S
TR
EE
T
CHERRY STREET
ASH STREET
WILLOW ROAD
PO
PL
AR
S
TR
EE
T
S
H
E
R
I
D
A
N
R
O
A
D
WA
LN
UT
S
TR
EE
T
GENERAL SHEET NOTES
TEXT FOR NOTE 1
TEXT FOR NOTE 2
TEXT FOR NOTE 3
TEXT FOR NOTE 4
TEXT FOR KEYNOTE A
TEXT FOR KEYNOTE B
TEXT FOR KEYNOTE C
TEXT FOR KEYNOTE D
SHEET KEYNOTES
STRUCTURE TABLE
STR. NO.
HCI - 304A
HCI - 304B
MH - 304
STRUCTURE
TYPE
HIGH CAP INLET
12' LONG
HIGH CAP INLET
12' LONG
72" TYPE "A"
STA/
OFFSET
STA: 303+74
OFFSET: -13 LT
STA: 303+74
OFFSET: 10 RT
STA: 303+55
OFFSET: -13 LT
STRUCTURE
DETAILS
RIM = 614.00
INV = 607.12 (24" W)
RIM = 614.00
INV = 607.13 (24" NW)
RIM = 614.00
INV = 607.10 (24" E)
INV = 607.10 (24" SE)
INV = 605.10 (48" W)
COORDINATES
N: 1981260
E: 1149661
N: 1981237
E: 1149661
N: 1981261
E: 1149642
301+00 302+00 303+00 304+00 304+50
311+
00
MH - 304
48" RCP STM
MH - 303
54" R
CP
S
TM
24" RCP STM
24" RCP STM
HCI - 304A
HCI - 304B
EXISTING GROUND
590
600
610
620
630
590
600
610
620
630
300+25 301+00 302+00 303+00 304+00 304+50
MH
- 3
03
ST
A 311
+08, 6
R
T
288 LF 48" RCP STM @ 0.10%
MH
- 304
ST
A 3
03+
55, 13 LT
EXISTING 15" SS
EXISTING 15" STM
APPROX INV = 608.13
APPROX INV = 604.63
APPROX INV = 609.61
APPROX INV = 607.60
EXISTING 15" SS
EXISTING 15" STM
SCALE
DESIGNED
DRAWN
CHECKED
WARNING
10
REV DATE BY DESCRIPTION
IF THIS BAR DOES
NOT MEASURE 1"
THEN DRAWING IS
NOT TO SCALE
1
2
SHEET
WILLOW ROAD STADI PROJECT - CONTRACT XXXX
10504271
VILLAGE OF WINNETKA
510 GREEN BAY ROAD
WINNETKA, ILLINOIS 60093
NOT FOR CONSTRUCTION
PRELIMINARY DESIGN PHASE - APRIL 2015
This document is an interim document and not suitable for
construction. As an interim document, it may contain data
that is potentially inaccurate or incomplete and is not to be
relied upon without the express written consent of the preparer.
OAK STREET
J JOHNSON
N STEPINA
PLAN AND PROFILE
M LUH
POPP-2
AS SHOWN
STORM SEWER STA 300+25 TO STA 304+50
PLAN
PROFILE
OAK STREET
PO
PL
AR
S
TR
EE
T
0' 5' 10'
VERTICAL SCALE IN FEET
0' 20' 40'
HORIZONTAL SCALE IN FEET
GENERAL SHEET NOTES
TEXT FOR NOTE 1
TEXT FOR NOTE 2
TEXT FOR NOTE 3
TEXT FOR NOTE 4
SHEET KEYNOTES
S
H
E
R
I
D
A
N
R
O
A
D
SEE SHEET POPP-3
FOR CONTINUATION
A.
B.
C.
D.
CONFLICT WITH EXISTING 15" SANITARY SEWER TO BE RESOLVED IN
60% DESIGN
TEXT FOR KEYNOTE B
TEXT FOR KEYNOTE C
TEXT FOR KEYNOTE D
S-6
STRUCTURE TABLE
STR. NO.
MH - 303
STRUCTURE
TYPE
72" TYPE "A"
STA/
OFFSET
STA: 311+08
OFFSET: 6 RT
STRUCTURE
DETAILS
RIM = 615.11
INV = 604.79 (48" N)
INV = 604.79 (54" S)
COORDINATES
N: 1981243
E: 1149354
301+
00
310+00 311+00 312+00 313+00 314+00
MH - 303
54" RCP STM
54" RCP STM
MA
TC
HLIN
E 314+
00
590
600
610
620
630
590
600
610
620
630
310+00 311+00 312+00 313+00 314+00
EXISTING GROUND
MH
- 3
03
ST
A 311
+08, 6
R
T
438 LF 54" RCP STM @ 0.10%
EX
IS
TIN
G 15
" S
S
EX
IS
TIN
G 1
5" S
TM
INV = 604.50
SCALE
DESIGNED
DRAWN
CHECKED
WARNING
10
REV DATE BY DESCRIPTION
IF THIS BAR DOES
NOT MEASURE 1"
THEN DRAWING IS
NOT TO SCALE
1
2
SHEET
WILLOW ROAD STADI PROJECT - CONTRACT XXXX
10504271
VILLAGE OF WINNETKA
510 GREEN BAY ROAD
WINNETKA, ILLINOIS 60093
NOT FOR CONSTRUCTION
PRELIMINARY DESIGN PHASE - APRIL 2015
This document is an interim document and not suitable for
construction. As an interim document, it may contain data
that is potentially inaccurate or incomplete and is not to be
relied upon without the express written consent of the preparer.
POPLAR STREET
OA
K S
TR
EE
T
PLAN
PROFILE
0' 5' 10'
VERTICAL SCALE IN FEET
0' 20' 40'
HORIZONTAL SCALE IN FEET
POPLAR STREET
J JOHNSON
N STEPINA
PLAN AND PROFILE
M LUH
POPP-3
AS SHOWN
STORM SEWER STA 310+00 TO STA 314+00
GENERAL SHEET NOTES
TEXT FOR NOTE 1
TEXT FOR NOTE 2
TEXT FOR NOTE 3
TEXT FOR NOTE 4
SHEET KEYNOTES
SEE SHEET POPP-2 FOR
CONTINUATION
A.
B.
C.
D.
CONFLICT WITH EXISTING 15" SANITARY SEWER TO BE RESOLVED IN
60% DESIGN
TEXT FOR KEYNOTE B
TEXT FOR KEYNOTE C
TEXT FOR KEYNOTE D
S-6
314+00 315+00 316+00 317+00318+00
54" RCP STM
MH - 302
54" RCP STM
54" RCP STM
EXISTING 5'-0" X 6'-3"
MWRDGC NSIS #5
JC - 308
54" RCP STM
MA
TC
HLIN
E 314+
00
MA
TC
HLIN
E 318+
00
590
600
610
620
630
590
600
610
620
630
314+00 315+00 316+00 317+00 318+00
EXISTING GROUND
MH
- 302
ST
A 31
5+
72, 8
R
T
386 LF 54" RCP STM @ 0.10%
EX
IS
TIN
G 5'-0" X
6'-3"
MW
RD
GC
N
SIS
#5
AP
PR
OX
IN
V =
592
.83
JC
- 308
ST
A 31
5+
46, 8
R
T
438 LF 54" RCP STM @ 0.10%
26 LF 54" RCP STM @ 0.10%
INV = 604.50
INV = 599.57
STRUCTURE TABLE
STR. NO.
JC - 308
MH - 302
STRUCTURE
TYPE
JUNCTION
CHAMBER
9'X9'
72" TYPE "A"
STA/
OFFSET
STA: 315+46
OFFSET: 8 RT
STA: 315+72
OFFSET: 8 RT
STRUCTURE
DETAILS
RIM = 616.05
INV = 604.35 (54" N)
INV = 604.35 (54" S)
RIM = 616.06
INV = 604.33 (54" N)
INV = 599.80 (54" S)
COORDINATES
N: 1980805
E: 1149352
N: 1980779
E: 1149351
SCALE
DESIGNED
DRAWN
CHECKED
WARNING
10
REV DATE BY DESCRIPTION
IF THIS BAR DOES
NOT MEASURE 1"
THEN DRAWING IS
NOT TO SCALE
1
2
SHEET
WILLOW ROAD STADI PROJECT - CONTRACT XXXX
10504271
VILLAGE OF WINNETKA
510 GREEN BAY ROAD
WINNETKA, ILLINOIS 60093
NOT FOR CONSTRUCTION
PRELIMINARY DESIGN PHASE - APRIL 2015
This document is an interim document and not suitable for
construction. As an interim document, it may contain data
that is potentially inaccurate or incomplete and is not to be
relied upon without the express written consent of the preparer.
POPLAR STREET
J JOHNSON
N STEPINA
PLAN AND PROFILE
M LUH
POPP-4
AS SHOWN
STORM SEWER STA 314+00 TO STA 318+00
POPLAR STREET
CH
ER
RY
S
TR
EE
T
PLAN
PROFILE
0' 5' 10'
VERTICAL SCALE IN FEET
0' 20' 40'
HORIZONTAL SCALE IN FEET
GENERAL SHEET NOTES
TEXT FOR NOTE 1
TEXT FOR NOTE 2
TEXT FOR NOTE 3
TEXT FOR NOTE 4
SHEET KEYNOTES
A.
B.
C.
D.
CONFLICT WITH EXISTING 30" SANITARY SEWER TO BE RESOLVED IN
60% DESIGN
TEXT FOR KEYNOTE B
TEXT FOR KEYNOTE C
TEXT FOR KEYNOTE D
318+00 319+00 320+00 321+00 322+00
341+
00
48" R
CP
S
TM
MH - 301
54" RCP STM
54" RCP STM
MA
TC
HLIN
E 318+
00
MA
TC
HLIN
E 322+
00
590
600
610
620
630
590
600
610
620
630
318+00 319+00 320+00 321+00 322+00
EXISTING GROUND
MH
- 3
01
ST
A 319
+5
8, 10
R
T
454 LF 54" RCP STM @ 0.10%
386 LF 54" RCP STM @ 0.10%
INV = 599.57
INV = 598.96
STRUCTURE TABLE
STR. NO.
MH - 301
STRUCTURE
TYPE
96" TYPE "A"
STA/
OFFSET
STA: 319+58
OFFSET: 10 RT
STRUCTURE
DETAILS
RIM = 616.98
INV = 599.41 (54" N)
INV = 599.91 (48" E)
INV = 599.21 (54" S)
COORDINATES
N: 1980393
E: 1149349
SCALE
DESIGNED
DRAWN
CHECKED
WARNING
10
REV DATE BY DESCRIPTION
IF THIS BAR DOES
NOT MEASURE 1"
THEN DRAWING IS
NOT TO SCALE
1
2
SHEET
WILLOW ROAD STADI PROJECT - CONTRACT XXXX
10504271
VILLAGE OF WINNETKA
510 GREEN BAY ROAD
WINNETKA, ILLINOIS 60093
NOT FOR CONSTRUCTION
PRELIMINARY DESIGN PHASE - APRIL 2015
This document is an interim document and not suitable for
construction. As an interim document, it may contain data
that is potentially inaccurate or incomplete and is not to be
relied upon without the express written consent of the preparer.
POPLAR STREET
J JOHNSON
N STEPINA
PLAN AND PROFILE
M LUH
POPP-5
AS SHOWN
STORM SEWER STA 318+00 TO STA 322+00
POPLAR STREET
AS
H S
TR
EE
T
PLAN
PROFILE
0' 5' 10'
VERTICAL SCALE IN FEET
0' 20' 40'
HORIZONTAL SCALE IN FEET
GENERAL SHEET NOTES
TEXT FOR NOTE 1
TEXT FOR NOTE 2
TEXT FOR NOTE 3
TEXT FOR NOTE 4
TEXT FOR KEYNOTE A
TEXT FOR KEYNOTE B
TEXT FOR KEYNOTE C
TEXT FOR KEYNOTE D
SHEET KEYNOTES
SEE SHEET POPP-7 FOR
CONTINUATION
322+00323+00
324+00
325+00325+00
54" RCP STM
DS - 4
96" T
UN
NE
L S
TM
96" T
UN
NE
L S
TM
MA
TC
HLIN
E 322+
00
573
580
590
600
610
620
573
580
590
600
610
620
322+00 323+00 324+00 325+00325+00
EXISTING GROUND
DS
- 4
ST
A 3
24+
14, 11 R
T
INV = 598.75
96" TUNNEL STM
456 LF 54" RCP STM @ 0.10%
INV = 598.96
STRUCTURE TABLE
STR. NO.
DS - 4
STRUCTURE
TYPE
STA/
OFFSET
SEE SHEET WIPP-8
STRUCTURE
DETAILS
COORDINATES
SCALE
DESIGNED
DRAWN
CHECKED
WARNING
10
REV DATE BY DESCRIPTION
IF THIS BAR DOES
NOT MEASURE 1"
THEN DRAWING IS
NOT TO SCALE
1
2
SHEET
WILLOW ROAD STADI PROJECT - CONTRACT XXXX
10504271
VILLAGE OF WINNETKA
510 GREEN BAY ROAD
WINNETKA, ILLINOIS 60093
NOT FOR CONSTRUCTION
PRELIMINARY DESIGN PHASE - APRIL 2015
This document is an interim document and not suitable for
construction. As an interim document, it may contain data
that is potentially inaccurate or incomplete and is not to be
relied upon without the express written consent of the preparer.
POPLAR STREET
J JOHNSON
N STEPINA
PLAN AND PROFILE
M LUH
POPP-6
AS SHOWN
STORM SEWER STA 322+00 TO STA 325+00
POPLAR STREET
WIL
LO
W R
OA
D
PLAN
PROFILE
0' 5' 10'
VERTICAL SCALE IN FEET
0' 20' 40'
HORIZONTAL SCALE IN FEET
GENERAL SHEET NOTES
TEXT FOR NOTE 1
TEXT FOR NOTE 2
TEXT FOR NOTE 3
TEXT FOR NOTE 4
TEXT FOR KEYNOTE A
TEXT FOR KEYNOTE B
TEXT FOR KEYNOTE C
TEXT FOR KEYNOTE D
SHEET KEYNOTES
SEE SHEET WIPP-8
FOR CONTINUATION
SEE SHEET WIPP-8
FOR CONTINUATION
T-6
STRUCTURE TABLE
STR. NO.
MH - 301
MH - 305
STRUCTURE
TYPE
96" TYPE "A"
48" T-BASE
W/ 48" RISER
STA/
OFFSET
STA: 319+58
OFFSET: 10 RT
STA: 343+73
OFFSET: -21 LT
STRUCTURE
DETAILS
RIM = 616.98
INV = 599.41 (54" N)
INV = 599.91 (48" E)
INV = 599.21 (54" S)
RIM = 614.35
INV = 600.21 (48" E)
INV = 600.21 (48" W)
COORDINATES
N: 1980393
E: 1149349
N: 1980390
E: 1149650
320+
00
340+00 341+00 342+00 343+00 344+00
48" RCP STM
MH - 305
MH - 301
48" RCP STM
MA
TC
HLIN
E 344+
00
590
600
610
620
630
590
600
610
620
630
340+00 341+00 342+00 343+00 344+00
EXISTING GROUND
MH
- 3
01
ST
A 319
+5
8, 10
R
T
301 LF 48" RCP STM @ 0.10%
MH
- 30
5
ST
A 343+
73, 21
LT
INV = 600.24
SCALE
DESIGNED
DRAWN
CHECKED
WARNING
10
REV DATE BY DESCRIPTION
IF THIS BAR DOES
NOT MEASURE 1"
THEN DRAWING IS
NOT TO SCALE
1
2
SHEET
WILLOW ROAD STADI PROJECT - CONTRACT XXXX
10504271
VILLAGE OF WINNETKA
510 GREEN BAY ROAD
WINNETKA, ILLINOIS 60093
NOT FOR CONSTRUCTION
PRELIMINARY DESIGN PHASE - APRIL 2015
This document is an interim document and not suitable for
construction. As an interim document, it may contain data
that is potentially inaccurate or incomplete and is not to be
relied upon without the express written consent of the preparer.
ASH STREET
J JOHNSON
N STEPINA
PLAN AND PROFILE
M LUH
POPP-7
AS SHOWN
STORM SEWER STA 340+00 TO STA 344+00
PLAN
PROFILE
0' 5' 10'
VERTICAL SCALE IN FEET
0' 20' 40'
HORIZONTAL SCALE IN FEET
ASH STREET
GENERAL SHEET NOTES
TEXT FOR NOTE 1
TEXT FOR NOTE 2
TEXT FOR NOTE 3
TEXT FOR NOTE 4
TEXT FOR KEYNOTE A
TEXT FOR KEYNOTE B
TEXT FOR KEYNOTE C
TEXT FOR KEYNOTE D
SHEET KEYNOTES
PO
PL
AR
S
TR
EE
T
SEE SHEET POPP-5 FOR
CONTINUATION
SEE SHEET POPP-5 FOR
CONTINUATION
STRUCTURE TABLE
STR. NO.
HCI - 306A
HCI - 306B
MH - 306
STRUCTURE
TYPE
HIGH CAP INLET
12' LONG
HIGH CAP INLET
12' LONG
72" TYPE "A"
STA/
OFFSET
STA: 345+76
OFFSET: -10 LT
STA: 345+76
OFFSET: 11 RT
STA: 345+39
OFFSET: -21 LT
STRUCTURE
DETAILS
RIM = 613.59
INV = 602.42 (24" W)
RIM = 613.09
INV = 602.43 (24" NW)
RIM = 613.35
INV = 602.38 (24" E)
INV = 602.38 (24" SE)
INV = 600.38 (48" W)
COORDINATES
N: 1980378
E: 1149852
N: 1980358
E: 1149852
N: 1980389
E: 1149815
344+00 345+00 346+00 346+50
MH - 305
MH - 306
48" RCP STM
24" RCP STM
24" RCP STM
HCI - 306A
HCI - 306B
MA
TC
HLIN
E 344+
00
590
600
610
620
630
590
600
610
620
630
344+00 345+00 346+00 346+50
EXISTING GROUND
MH
- 3
06
ST
A 345
+39, 2
1 L
T
165 LF 48" RCP STM @ 0.10%
INV = 600.24
SCALE
DESIGNED
DRAWN
CHECKED
WARNING
10
REV DATE BY DESCRIPTION
IF THIS BAR DOES
NOT MEASURE 1"
THEN DRAWING IS
NOT TO SCALE
1
2
SHEET
WILLOW ROAD STADI PROJECT - CONTRACT XXXX
10504271
VILLAGE OF WINNETKA
510 GREEN BAY ROAD
WINNETKA, ILLINOIS 60093
NOT FOR CONSTRUCTION
PRELIMINARY DESIGN PHASE - APRIL 2015
This document is an interim document and not suitable for
construction. As an interim document, it may contain data
that is potentially inaccurate or incomplete and is not to be
relied upon without the express written consent of the preparer.
ASH STREET
J JOHNSON
N STEPINA
PLAN AND PROFILE
M LUH
POPP-8
AS SHOWN
STORM SEWER STA 344+00 TO STA 346+50
PLAN
PROFILE
0' 5' 10'
VERTICAL SCALE IN FEET
0' 20' 40'
HORIZONTAL SCALE IN FEET
ASH STREET
GENERAL SHEET NOTES
TEXT FOR NOTE 1
TEXT FOR NOTE 2
TEXT FOR NOTE 3
TEXT FOR NOTE 4
TEXT FOR KEYNOTE A
TEXT FOR KEYNOTE B
TEXT FOR KEYNOTE C
TEXT FOR KEYNOTE D
SHEET KEYNOTES
BIP
P-2
BIP
P-3
BIP
P-4
BIP
P-5
BIP
P-6
BIP
P-7
EXISTING 2'-9" X 3'-4"
MWRDGC NSIS #3
APPROX INV=598.30
SCALE
DESIGNED
DRAWN
CHECKED
WARNING
10
REV DATE BY DESCRIPTION
IF THIS BAR DOES
NOT MEASURE 1"
THEN DRAWING IS
NOT TO SCALE
1
2
SHEET
WILLOW ROAD STADI PROJECT - CONTRACT XXXX
10504271
VILLAGE OF WINNETKA
510 GREEN BAY ROAD
WINNETKA, ILLINOIS 60093
NOT FOR CONSTRUCTION
PRELIMINARY DESIGN PHASE - APRIL 2015
This document is an interim document and not suitable for
construction. As an interim document, it may contain data
that is potentially inaccurate or incomplete and is not to be
relied upon without the express written consent of the preparer.
0' 100' 200'
HORIZONTAL SCALE IN FEET
BIRCH STREET
J JOHNSON
N STEPINA
PLAN AND PROFILE
M LUH
BIPP-1
1"=100'
STORM SEWER KEY PLAN
KEY PLAN
GENERAL SHEET NOTES
TEXT FOR NOTE 1
TEXT FOR NOTE 2
TEXT FOR NOTE 3
TEXT FOR NOTE 4
TEXT FOR KEYNOTE A
TEXT FOR KEYNOTE B
TEXT FOR KEYNOTE C
TEXT FOR KEYNOTE D
SHEET KEYNOTES
WILLOW ROAD
BIR
CH
S
TR
EE
T
MOUNT PLEASANT STREET
SUNSET ROAD
BIR
CH
S
TR
EE
T
ALLES ROAD
HIGGINSON LANE
FOR CONTINUATION SEE BELOW LEFT
FOR CONTINUATION SEE ABOVE RIGHT
400+00 401+00 402+00 403+00 404+00
60" RCP STM
DS - 3
96" T
UN
NE
L S
TM
96" T
UN
NE
L S
TM
MA
TC
HLIN
E 404+
00
578
580
590
600
610
620
630
578
580
590
600
610
620
630
400+00 401+00 402+00 403+00 404+00
DS
- 3
ST
A 42+
25, 0 LT
384 LF 60" RCP STM @ 0.10%
96" TUNNEL STM
INV = 607.78
STRUCTURE TABLE
STR. NO.
DS - 3
STRUCTURE
TYPE
10' Ø DROP
STRUCTURE
STA/
OFFSET
STA: 42+25
OFFSET: 0 LT
STRUCTURE
DETAILS
RIM = 633.06
INV = 607.77 (60" S)
INV = 577.96 (96" W)
INV = 577.96 (96" E)
COORDINATES
N: 1979969
E: 1146117
SCALE
DESIGNED
DRAWN
CHECKED
WARNING
10
REV DATE BY DESCRIPTION
IF THIS BAR DOES
NOT MEASURE 1"
THEN DRAWING IS
NOT TO SCALE
1
2
SHEET
WILLOW ROAD STADI PROJECT - CONTRACT XXXX
10504271
VILLAGE OF WINNETKA
510 GREEN BAY ROAD
WINNETKA, ILLINOIS 60093
NOT FOR CONSTRUCTION
PRELIMINARY DESIGN PHASE - APRIL 2015
This document is an interim document and not suitable for
construction. As an interim document, it may contain data
that is potentially inaccurate or incomplete and is not to be
relied upon without the express written consent of the preparer.
BIRCH STREET
J JOHNSON
N STEPINA
PLAN AND PROFILE
M LUH
BIPP-2
AS SHOWN
STORM SEWER STA 400+00 TO STA 404+00
PLAN
PROFILE
0' 5' 10'
VERTICAL SCALE IN FEET
0' 20' 40'
HORIZONTAL SCALE IN FEET
GENERAL SHEET NOTES
TEXT FOR NOTE 1
TEXT FOR NOTE 2
TEXT FOR NOTE 3
TEXT FOR NOTE 4
TEXT FOR KEYNOTE A
TEXT FOR KEYNOTE B
TEXT FOR KEYNOTE C
TEXT FOR KEYNOTE D
SHEET KEYNOTES
BIRCH STREET
WIL
LO
W R
OA
D
SEE SHEET WIPP-5 FOR
CONTINUATION
SEE SHEET WIPP-5 FOR
CONTINUATION
EXISTING GROUND
T-4
404+00 405+00 406+00 407+00 408+00
MH - 401
MH - 402
60" RCP STM60" RCP STM
MA
TC
HLIN
E 404+
00
MA
TC
HLIN
E 408+
00
600
610
620
630
640
600
610
620
630
640
404+00 405+00 406+00 407+00 408+00
300 LF 60" RCP STM @ 0.10%
MH
- 4
02
ST
A 407
+25, 8
R
T
INV = 608.53
325 LF 60" RCP STM @ 0.10%
MH
- 401
ST
A 4
04+
25
, 8 R
T
STRUCTURE TABLE
STR. NO.
MH - 401
MH - 402
STRUCTURE
TYPE
60" T-BASE
W/ 48" RISER
60" T-BASE
W/ 48" RISER
STA/
OFFSET
STA: 404+25
OFFSET: 8 RT
STA: 407+25
OFFSET: 8 RT
STRUCTURE
DETAILS
RIM = 628.39
INV = 608.15 (60" S)
INV = 608.15 (60" N)
RIM = 625.00
INV = 608.45 (60" S)
INV = 608.45 (60" N)
COORDINATES
N: 1979585
E: 1146107
N: 1979285
E: 1146107
SCALE
DESIGNED
DRAWN
CHECKED
WARNING
10
REV DATE BY DESCRIPTION
IF THIS BAR DOES
NOT MEASURE 1"
THEN DRAWING IS
NOT TO SCALE
1
2
SHEET
WILLOW ROAD STADI PROJECT - CONTRACT XXXX
10504271
VILLAGE OF WINNETKA
510 GREEN BAY ROAD
WINNETKA, ILLINOIS 60093
NOT FOR CONSTRUCTION
PRELIMINARY DESIGN PHASE - APRIL 2015
This document is an interim document and not suitable for
construction. As an interim document, it may contain data
that is potentially inaccurate or incomplete and is not to be
relied upon without the express written consent of the preparer.
BIRCH STREET
J JOHNSON
N STEPINA
PLAN AND PROFILE
M LUH
BIPP-3
AS SHOWN
STORM SEWER STA 404+00 TO STA 408+00
PLAN
PROFILE
0' 5' 10'
VERTICAL SCALE IN FEET
0' 20' 40'
HORIZONTAL SCALE IN FEET
GENERAL SHEET NOTES
TEXT FOR NOTE 1
TEXT FOR NOTE 2
TEXT FOR NOTE 3
TEXT FOR NOTE 4
A. CONFLICT WITH WATER MAIN SOUTH OF MOUNT PLEASANT STREET TO
BE RESOLVED IN 60% DESIGN.
B. TEXT FOR KEYNOTE B
C. TEXT FOR KEYNOTE C
D. TEXT FOR KEYNOTE D
SHEET KEYNOTES
BIRCH STREET
MO
UN
T P
LE
AS
AN
T S
TR
EE
T
A
EXISTING GROUND
408+00 409+00 410+00 411+00 412+00
MH - 403
60" RCP STM
60" RCP STM
MA
TC
HLIN
E 408+
00
MA
TC
HLIN
E 412+
00
600
610
620
630
640
600
610
620
630
640
408+00 409+00 410+00 411+00 412+00
325 LF 60" RCP STM @ 0.16%
MH
- 403
ST
A 41
0+
50, 7
R
T
325 LF 60" RCP STM @ 0.10%
INV = 608.53
INV = 609.02
STRUCTURE TABLE
STR. NO.
MH - 403
STRUCTURE
TYPE
60" T-BASE
W/ 48" RISER
STA/
OFFSET
STA: 410+50
OFFSET: 7 RT
STRUCTURE
DETAILS
RIM = 623.98
INV = 608.78 (60" S)
INV = 608.78 (60" N)
COORDINATES
N: 1978960
E: 1146107
SCALE
DESIGNED
DRAWN
CHECKED
WARNING
10
REV DATE BY DESCRIPTION
IF THIS BAR DOES
NOT MEASURE 1"
THEN DRAWING IS
NOT TO SCALE
1
2
SHEET
WILLOW ROAD STADI PROJECT - CONTRACT XXXX
10504271
VILLAGE OF WINNETKA
510 GREEN BAY ROAD
WINNETKA, ILLINOIS 60093
NOT FOR CONSTRUCTION
PRELIMINARY DESIGN PHASE - APRIL 2015
This document is an interim document and not suitable for
construction. As an interim document, it may contain data
that is potentially inaccurate or incomplete and is not to be
relied upon without the express written consent of the preparer.
BIRCH STREET
J JOHNSON
N STEPINA
PLAN AND PROFILE
M LUH
BIPP-4
AS SHOWN
STORM SEWER STA 408+00 TO STA 412+00
PLAN
PROFILE
0' 5' 10'
VERTICAL SCALE IN FEET
0' 20' 40'
HORIZONTAL SCALE IN FEET
GENERAL SHEET NOTES
TEXT FOR NOTE 1
TEXT FOR NOTE 2
TEXT FOR NOTE 3
TEXT FOR NOTE 4
TEXT FOR KEYNOTE A
TEXT FOR KEYNOTE B
TEXT FOR KEYNOTE C
TEXT FOR KEYNOTE D
SHEET KEYNOTES
BIRCH STREET
EXISTING GROUND
412+00 413+00 414+00 415+00 416+00
60" RCP STM
MH - 404
60" RCP STM
MA
TC
HLIN
E 412+
00
MA
TC
HLIN
E 416+
00
600
610
620
630
640
600
610
620
630
640
412+00 413+00 414+00 415+00 416+00
MH
- 404
ST
A 4
13+
75, 6 R
T
325 LF 60" RCP STM @ 0.16%
300 LF 60" RCP STM @ 0.10%
INV = 609.02
INV = 609.53
STRUCTURE TABLE
STR. NO.
MH - 404
STRUCTURE
TYPE
96" TYPE "A"
STA/
OFFSET
STA: 413+75
OFFSET: 6 RT
STRUCTURE
DETAILS
RIM = 624.00
INV = 609.31 (60" S)
INV = 610.31 (48" W)
INV = 609.31 (60" N)
COORDINATES
N: 1978635
E: 1146107
SCALE
DESIGNED
DRAWN
CHECKED
WARNING
10
REV DATE BY DESCRIPTION
IF THIS BAR DOES
NOT MEASURE 1"
THEN DRAWING IS
NOT TO SCALE
1
2
SHEET
WILLOW ROAD STADI PROJECT - CONTRACT XXXX
10504271
VILLAGE OF WINNETKA
510 GREEN BAY ROAD
WINNETKA, ILLINOIS 60093
NOT FOR CONSTRUCTION
PRELIMINARY DESIGN PHASE - APRIL 2015
This document is an interim document and not suitable for
construction. As an interim document, it may contain data
that is potentially inaccurate or incomplete and is not to be
relied upon without the express written consent of the preparer.
BIRCH STREET
J JOHNSON
N STEPINA
PLAN AND PROFILE
M LUH
BIPP-5
AS SHOWN
STORM SEWER STA 412+00 TO STA 416+00
PLAN
PROFILE
0' 5' 10'
VERTICAL SCALE IN FEET
0' 20' 40'
HORIZONTAL SCALE IN FEET
GENERAL SHEET NOTES
TEXT FOR NOTE 1
TEXT FOR NOTE 2
TEXT FOR NOTE 3
TEXT FOR NOTE 4
A. CONFLICT WITH WATER MAIN NORTH OF SUNSET ROAD TO BE
RESOLVED IN 60% DESIGN.
B. TEXT FOR KEYNOTE B
C. TEXT FOR KEYNOTE C
D. TEXT FOR KEYNOTE D
SHEET KEYNOTES
BIRCH STREET
SU
NS
ET
R
OA
D
48" RCP STM W/ BULKHEAD
FOR FUTURE CONNECTION
A
EXISTING GROUND
416+00 417+00 418+00 419+00 420+00
60" RCP STM
MH - 405
60" RCP STM
60" RCP STM
MH - 406
MA
TC
HLIN
E 416+
00
MA
TC
HLIN
E 420+
00
600
610
620
630
640
600
610
620
630
640
416+00 417+00 418+00 419+00 420+00
300 LF 60" RCP STM @ 0.10%
MH
- 405
ST
A 4
16+
75, 5 R
T
MH
- 40
6
ST
A 419+
75, 5 R
T
INV = 609.53
INV = 609.93
300 LF 60" RCP STM @ 0.10%
292 LF 60" RCP STM @ 0.10%
STRUCTURE TABLE
STR. NO.
MH - 405
MH - 406
STRUCTURE
TYPE
60" T-BASE
W/ 48" RISER
60" T-BASE
W/ 48" RISER
STA/
OFFSET
STA: 416+75
OFFSET: 5 RT
STA: 419+75
OFFSET: 5 RT
STRUCTURE
DETAILS
RIM = 624.00
INV = 609.61 (60" S)
INV = 609.61 (60" N)
RIM = 623.42
INV = 609.91 (60" S)
INV = 609.91 (60" N)
COORDINATES
N: 1978335
E: 1146107
N: 1978035
E: 1146107
SCALE
DESIGNED
DRAWN
CHECKED
WARNING
10
REV DATE BY DESCRIPTION
IF THIS BAR DOES
NOT MEASURE 1"
THEN DRAWING IS
NOT TO SCALE
1
2
SHEET
WILLOW ROAD STADI PROJECT - CONTRACT XXXX
10504271
VILLAGE OF WINNETKA
510 GREEN BAY ROAD
WINNETKA, ILLINOIS 60093
NOT FOR CONSTRUCTION
PRELIMINARY DESIGN PHASE - APRIL 2015
This document is an interim document and not suitable for
construction. As an interim document, it may contain data
that is potentially inaccurate or incomplete and is not to be
relied upon without the express written consent of the preparer.
BIRCH STREET
J JOHNSON
N STEPINA
PLAN AND PROFILE
M LUH
BIPP-6
AS SHOWN
STORM SEWER STA 416+00 TO STA 420+00
PLAN
PROFILE
0' 5' 10'
VERTICAL SCALE IN FEET
0' 20' 40'
HORIZONTAL SCALE IN FEET
GENERAL SHEET NOTES
TEXT FOR NOTE 1
TEXT FOR NOTE 2
TEXT FOR NOTE 3
TEXT FOR NOTE 4
TEXT FOR KEYNOTE A
TEXT FOR KEYNOTE B
TEXT FOR KEYNOTE C
TEXT FOR KEYNOTE D
SHEET KEYNOTES
BIRCH STREET
EXISTING GROUND
420+00 421+00 422+00 423+00
60" RCP STM
60" RCP STM
MH - 408
HCI - 408B
HCI - 408A
MH - 407
HCI - 407A
HCI - 407B
30" RCP STM
30" RCP STM
30" RCP STM
30" RCP STM
EXISTING 2'-9" X 3'-4"
MWRDGC NSIS #3
APPROX INV=598.30
MA
TC
HLIN
E 420+
00
600
610
620
630
640
600
610
620
630
640
420+00 421+00 422+00 423+00
292 LF 60" RCP STM @ 0.10%
MH
- 408
ST
A 42
2+
83, 4
R
T
INV = 609.93
MH
- 407
ST
A 42
2+
67, 4
R
T
16 LF 60" RCP STM @ 0.09%
STRUCTURE TABLE
STR. NO.
HCI - 407A
HCI - 407B
HCI - 408A
HCI - 408B
MH - 407
MH - 408
STRUCTURE
TYPE
HIGH CAP INLET
12' LONG
HIGH CAP INLET
12' LONG
HIGH CAP INLET
12' LONG
HIGH CAP INLET
12' LONG
96" TYPE "A"
96" TYPE "A"
STA/
OFFSET
STA: 422+67
OFFSET: 20 RT
STA: 422+67
OFFSET: -9 LT
STA: 422+83
OFFSET: 20 RT
STA: 422+83
OFFSET: -9 LT
STA: 422+67
OFFSET: 4 RT
STA: 422+83
OFFSET: 4 RT
STRUCTURE
DETAILS
RIM = 622.00
INV = 613.23 (30" E)
RIM = 622.00
INV = 613.22 (30" W)
RIM = 622.00
INV = 613.23 (30" E)
RIM = 622.00
INV = 613.22 (30" W)
RIM = 622.00
INV = 610.19 (60" S)
INV = 613.21 (30" W)
INV = 613.21 (30" E)
INV = 610.19 (60" N)
RIM = 622.00
INV = 611.21 (48" S)
INV = 613.21 (30" W)
INV = 613.21 (30" E)
INV = 610.21 (60" N)
COORDINATES
N: 1977743
E: 1146091
N: 1977743
E: 1146120
N: 1977727
E: 1146091
N: 1977727
E: 1146120
N: 1977743
E: 1146107
N: 1977727
E: 1146107
SCALE
DESIGNED
DRAWN
CHECKED
WARNING
10
REV DATE BY DESCRIPTION
IF THIS BAR DOES
NOT MEASURE 1"
THEN DRAWING IS
NOT TO SCALE
1
2
SHEET
WILLOW ROAD STADI PROJECT - CONTRACT XXXX
10504271
VILLAGE OF WINNETKA
510 GREEN BAY ROAD
WINNETKA, ILLINOIS 60093
NOT FOR CONSTRUCTION
PRELIMINARY DESIGN PHASE - APRIL 2015
This document is an interim document and not suitable for
construction. As an interim document, it may contain data
that is potentially inaccurate or incomplete and is not to be
relied upon without the express written consent of the preparer.
BIRCH STREET
J JOHNSON
N STEPINA
PLAN AND PROFILE
M LUH
BIPP-7
AS SHOWN
STORM SEWER STA 420+00 TO STA 423+00
PLAN
PROFILE
0' 5' 10'
VERTICAL SCALE IN FEET
0' 20' 40'
HORIZONTAL SCALE IN FEET
GENERAL SHEET NOTES
TEXT FOR NOTE 1
TEXT FOR NOTE 2
TEXT FOR NOTE 3
TEXT FOR NOTE 4
A. UTILITY CONFLICTS NEAR STA 421+35 TO BE RESOLVED IN 60%
DESIGN.
B. TEXT FOR KEYNOTE B
C. TEXT FOR KEYNOTE C
D. TEXT FOR KEYNOTE D
SHEET KEYNOTES
BIRCH STREET
AL
LE
S R
OA
D
48" RCP STM W/ BULKHEAD
FOR FUTURE CONNECTION
8 LF 48" RCP W/ BULKHEAD
FOR FUTURE CONNECTION
A
A
EXISTING GROUND
S-5
LO
PP
-3
LO
PP
-4
LO
PP
-5
LO
PP
-6
LOPP-2
LO
PP
-7
LO
PP
-8
LO
PP
-9
LO
PP
-10
LO
PP
-11
LO
PP
-1
2
SCALE
DESIGNED
DRAWN
CHECKED
WARNING
10
REV DATE BY DESCRIPTION
IF THIS BAR DOES
NOT MEASURE 1"
THEN DRAWING IS
NOT TO SCALE
1
2
SHEET
WILLOW ROAD STADI PROJECT - CONTRACT XXXX
10504271
VILLAGE OF WINNETKA
510 GREEN BAY ROAD
WINNETKA, ILLINOIS 60093
NOT FOR CONSTRUCTION
PRELIMINARY DESIGN PHASE - APRIL 2015
This document is an interim document and not suitable for
construction. As an interim document, it may contain data
that is potentially inaccurate or incomplete and is not to be
relied upon without the express written consent of the preparer.
0' 100' 200'
HORIZONTAL SCALE IN FEET
LOCUST STREET
N STEPINA
PLAN AND PROFILE
M LUH
LOPP-1
1'=100'
STORM SEWER KEY PLAN
KEY PLAN
WILLOW ROAD
WESTMOOR ROAD
GENERAL SHEET NOTES
TEXT FOR NOTE 1
TEXT FOR NOTE 2
TEXT FOR NOTE 3
TEXT FOR NOTE 4
TEXT FOR KEYNOTE A
TEXT FOR KEYNOTE B
TEXT FOR KEYNOTE C
TEXT FOR KEYNOTE D
SHEET KEYNOTES
DINSMORE ROAD
STARR ROAD
PINE STREET
OAK STREET
ASH STREET
ELM STREET
SPRUCE STREET
CHERRY STREET
FOR CONTINUATION SEE ABOVE CENTER
FOR CONTINUATION SEE ABOVE RIGHT
FOR CONTINUATION SEE BELOW LEFT
FOR CONTINUATION SEE BELOW CENTER
STRUCTURE TABLE
STR. NO.
HCI - 510A
HCI - 510B
MH - 509
MH - 510
STRUCTURE
TYPE
HIGH CAP INLET
12' LONG
HIGH CAP INLET
12' LONG
48" T-BASE
W/ 48" RISER
60" TYPE "A"
STA/
OFFSET
STA: 500+73
OFFSET: -13 LT
STA: 500+69
OFFSET: 13 RT
STA: 503+14
OFFSET: 7 RT
STA: 500+76
OFFSET: 7 RT
STRUCTURE
DETAILS
RIM = 655.00
INV = 643.65 (24" S)
RIM = 655.00
INV = 643.64 (24" NE)
RIM = 656.29
INV = 641.15 (48" W)
INV = 641.15 (48" E)
RIM = 655.00
INV = 643.63 (24" SW)
INV = 643.63 (24" N)
INV = 641.63 (48" E)
COORDINATES
N: 1983961
E: 1144543
N: 1983936
E: 1144538
N: 1983940
E: 1144784
N: 1983942
E: 1144545
500+00
501+00
502+00
503+00
504+00
48" RCP STM
48" R
CP
S
TM
MH - 510
MH - 509
48" RCP STM
HCI - 510B
HCI - 510A
24" RCP STM
24" RCP STM
630
640
650
660
670
630
640
650
660
670
238 LF 48" RCP STM @ 0.20%
MH
- 5
10
ST
A 500
+76, 7
R
T
500+00 501+00 502+00 503+00 504+00
MH
- 509
ST
A 5
03+
14, 7 R
T
20 LF 48" RCP STM @ 0.20%
48" RCP STM
SCALE
DESIGNED
DRAWN
CHECKED
WARNING
10
REV DATE BY DESCRIPTION
IF THIS BAR DOES
NOT MEASURE 1"
THEN DRAWING IS
NOT TO SCALE
1
2
SHEET
WILLOW ROAD STADI PROJECT - CONTRACT XXXX
10504271
VILLAGE OF WINNETKA
510 GREEN BAY ROAD
WINNETKA, ILLINOIS 60093
NOT FOR CONSTRUCTION
PRELIMINARY DESIGN PHASE - APRIL 2015
This document is an interim document and not suitable for
construction. As an interim document, it may contain data
that is potentially inaccurate or incomplete and is not to be
relied upon without the express written consent of the preparer.
WESTMOOR ROAD
N STEPINA
PLAN AND PROFILE
M LUH
LOPP-2
AS SHOWN
STORM SEWER STA 500+00 TO STA 504+00
PLAN
PROFILE
0' 5' 10'
VERTICAL SCALE IN FEET
0' 20' 40'
HORIZONTAL SCALE IN FEET
GENERAL SHEET NOTES
TEXT FOR NOTE 1
TEXT FOR NOTE 2
TEXT FOR NOTE 3
TEXT FOR NOTE 4
TEXT FOR KEYNOTE A
TEXT FOR KEYNOTE B
TEXT FOR KEYNOTE C
TEXT FOR KEYNOTE D
SHEET KEYNOTES
WESTMOOR ROAD
LO
CU
ST
S
TR
EE
T
EXISTING GROUND
SEE SHEET LOPP-3 FOR
CONTINUATION
510+00 511+00 512+00 513+00 514+00
48" RCP STM 48" RCP STM
MH - 509
48" R
CP
S
TM
MA
TC
HLIN
E 514+
00
630
640
650
660
670
630
640
650
660
670
510+00 511+00 512+00 513+00 514+00
440 LF 48" RCP STM @ 0.21%
INV = 640.35
MH
- 509
ST
A 5
03+
14, 7 R
T
STRUCTURE TABLE
STR. NO.
MH - 509
STRUCTURE
TYPE
48" T-BASE
W/ 48" RISER
STA/
OFFSET
STA: 503+14
OFFSET: 7 RT
STRUCTURE
DETAILS
RIM = 656.29
INV = 641.15 (48" W)
INV = 641.15 (48" E)
COORDINATES
N: 1983940
E: 1144784
SCALE
DESIGNED
DRAWN
CHECKED
WARNING
10
REV DATE BY DESCRIPTION
IF THIS BAR DOES
NOT MEASURE 1"
THEN DRAWING IS
NOT TO SCALE
1
2
SHEET
WILLOW ROAD STADI PROJECT - CONTRACT XXXX
10504271
VILLAGE OF WINNETKA
510 GREEN BAY ROAD
WINNETKA, ILLINOIS 60093
NOT FOR CONSTRUCTION
PRELIMINARY DESIGN PHASE - APRIL 2015
This document is an interim document and not suitable for
construction. As an interim document, it may contain data
that is potentially inaccurate or incomplete and is not to be
relied upon without the express written consent of the preparer.
LOCUST STREET
N STEPINA
PLAN AND PROFILE
M LUH
LOPP-3
AS SHOWN
STORM SEWER STA 510+00 TO STA 514+00
PLAN
PROFILE
0' 5' 10'
VERTICAL SCALE IN FEET
0' 20' 40'
HORIZONTAL SCALE IN FEET
WE
ST
MO
OR
S
TR
EE
T
GENERAL SHEET NOTES
TEXT FOR NOTE 1
TEXT FOR NOTE 2
TEXT FOR NOTE 3
TEXT FOR NOTE 4
TEXT FOR KEYNOTE A
TEXT FOR KEYNOTE B
TEXT FOR KEYNOTE C
TEXT FOR KEYNOTE D
SHEET KEYNOTES
LOCUST STREET
EXISTING GROUND
SEE SHEET LOPP-2 FOR
CONTINUATION
514+00 515+00 516+00 517+00 518+00
48" RCP STM
MH - 508
48" RCP STM
MA
TC
HLIN
E 514+
00
MA
TC
HLIN
E 518+
00
630
640
650
660
670
630
640
650
660
670
MH
- 50
8
ST
A 514+
80, 6 LT
440 LF 48" RCP STM @ 0.20%
514+00 515+00 516+00 517+00 518+00
440 LF 48" RCP STM @ 0.21%
INV = 640.35
INV = 639.54
STRUCTURE TABLE
STR. NO.
MH - 508
STRUCTURE
TYPE
48" T-BASE
W/ 48" RISER
STA/
OFFSET
STA: 514+80
OFFSET: -6 LT
STRUCTURE
DETAILS
RIM = 653.01
INV = 640.18 (48" N)
INV = 640.18 (48" S)
COORDINATES
N: 1983500
E: 1144801
SCALE
DESIGNED
DRAWN
CHECKED
WARNING
10
REV DATE BY DESCRIPTION
IF THIS BAR DOES
NOT MEASURE 1"
THEN DRAWING IS
NOT TO SCALE
1
2
SHEET
WILLOW ROAD STADI PROJECT - CONTRACT XXXX
10504271
VILLAGE OF WINNETKA
510 GREEN BAY ROAD
WINNETKA, ILLINOIS 60093
NOT FOR CONSTRUCTION
PRELIMINARY DESIGN PHASE - APRIL 2015
This document is an interim document and not suitable for
construction. As an interim document, it may contain data
that is potentially inaccurate or incomplete and is not to be
relied upon without the express written consent of the preparer.
LOCUST STREET
N STEPINA
PLAN AND PROFILE
M LUH
LOPP-4
AS SHOWN
STORM SEWER STA 514+00 TO STA 518+00
PLAN
PROFILE
0' 5' 10'
VERTICAL SCALE IN FEET
0' 20' 40'
HORIZONTAL SCALE IN FEET
LOCUST STREET
GENERAL SHEET NOTES
TEXT FOR NOTE 1
TEXT FOR NOTE 2
TEXT FOR NOTE 3
TEXT FOR NOTE 4
TEXT FOR KEYNOTE A
TEXT FOR KEYNOTE B
TEXT FOR KEYNOTE C
TEXT FOR KEYNOTE D
SHEET KEYNOTES
DIN
SM
OR
E R
OA
D
EXISTING GROUND
518+00 519+00 520+00 521+00 522+00
48" RCP STM
MH - 507
60" RCP STM
36" RCP STM W/BULKHEAD
FOR FUTURE CONNECTION
MA
TC
HLIN
E 518+
00
MA
TC
HLIN
E 522+
00
620
630
640
650
660
620
630
640
650
660
440 LF 48" RCP STM @ 0.20%
MH
- 507
ST
A 51
9+
20, 3 L
T
432 LF 60" RCP STM @ 0.25%
518+00 519+00 520+00 521+00 522+00
INV = 639.54
INV = 634.59
STRUCTURE TABLE
STR. NO.
MH - 507
STRUCTURE
TYPE
96" TYPE "A"
STA/
OFFSET
STA: 519+20
OFFSET: -3 LT
STRUCTURE
DETAILS
RIM = 650.97
INV = 639.30 (48" N)
INV = 635.30 (60" S)
INV = 635.30 (36" E)
COORDINATES
N: 1983060
E: 1144796
SCALE
DESIGNED
DRAWN
CHECKED
WARNING
10
REV DATE BY DESCRIPTION
IF THIS BAR DOES
NOT MEASURE 1"
THEN DRAWING IS
NOT TO SCALE
1
2
SHEET
WILLOW ROAD STADI PROJECT - CONTRACT XXXX
10504271
VILLAGE OF WINNETKA
510 GREEN BAY ROAD
WINNETKA, ILLINOIS 60093
NOT FOR CONSTRUCTION
PRELIMINARY DESIGN PHASE - APRIL 2015
This document is an interim document and not suitable for
construction. As an interim document, it may contain data
that is potentially inaccurate or incomplete and is not to be
relied upon without the express written consent of the preparer.
LOCUST STREET
N STEPINA
PLAN AND PROFILE
M LUH
LOPP-5
AS SHOWN
STORM SEWER STA 518+00 TO STA 522+00
PLAN
PROFILE
0' 5' 10'
VERTICAL SCALE IN FEET
0' 20' 40'
HORIZONTAL SCALE IN FEET
LOCUST STREET
GENERAL SHEET NOTES
TEXT FOR NOTE 1
TEXT FOR NOTE 2
TEXT FOR NOTE 3
TEXT FOR NOTE 4
TEXT FOR KEYNOTE A
TEXT FOR KEYNOTE B
TEXT FOR KEYNOTE C
TEXT FOR KEYNOTE D
SHEET KEYNOTES
ST
AR
R R
OA
D
EXISTING GROUND
522+00
523+00524+00
525+00526+00
60" RCP STM
MH - 506
48" RCP STM
MA
TC
HLIN
E 522+
00
MA
TC
HLIN
E 526+
00
620
630
640
650
660
620
630
640
650
660
432 LF 60" RCP STM @ 0.25%
MH
- 506
ST
A 52
3+
52, 5 L
T
426 LF 48" RC
P STM @
1.24%
522+00 523+00 524+00 525+00 526+00
INV = 634.59
INV = 630.92
STRUCTURE TABLE
STR. NO.
MH - 506
STRUCTURE
TYPE
96" TYPE "A"
STA/
OFFSET
STA: 523+52
OFFSET: -5 LT
STRUCTURE
DETAILS
RIM = 652.41
INV = 634.20 (60" N)
INV = 634.00 (48" S)
COORDINATES
N: 1982628
E: 1144795
SCALE
DESIGNED
DRAWN
CHECKED
WARNING
10
REV DATE BY DESCRIPTION
IF THIS BAR DOES
NOT MEASURE 1"
THEN DRAWING IS
NOT TO SCALE
1
2
SHEET
WILLOW ROAD STADI PROJECT - CONTRACT XXXX
10504271
VILLAGE OF WINNETKA
510 GREEN BAY ROAD
WINNETKA, ILLINOIS 60093
NOT FOR CONSTRUCTION
PRELIMINARY DESIGN PHASE - APRIL 2015
This document is an interim document and not suitable for
construction. As an interim document, it may contain data
that is potentially inaccurate or incomplete and is not to be
relied upon without the express written consent of the preparer.
LOCUST STREET
N STEPINA
PLAN AND PROFILE
M LUH
LOPP-6
AS SHOWN
STORM SEWER STA 522+00 TO STA 526+00
PLAN
PROFILE
0' 5' 10'
VERTICAL SCALE IN FEET
0' 20' 40'
HORIZONTAL SCALE IN FEET
PIN
E S
TR
EE
T
GENERAL SHEET NOTES
TEXT FOR NOTE 1
TEXT FOR NOTE 2
TEXT FOR NOTE 3
TEXT FOR NOTE 4
TEXT FOR KEYNOTE A
TEXT FOR KEYNOTE B
TEXT FOR KEYNOTE C
TEXT FOR KEYNOTE D
SHEET KEYNOTES
LOCUST STREET
EXISTING GROUND
526+00 527+00 528+00 529+00 530+00
48" RCP STM
MH - 505
48" RCP STM
MA
TC
HLIN
E 526+
00
MA
TC
HLIN
E 530+
00
620
630
640
650
660
620
630
640
650
660
426 LF 48" RC
P STM @
1.24%
MH
- 50
5
ST
A 527+
77, 0 T
443 LF 48" RCP STM @
1.19%
526+00 527+00 528+00 529+00 530+00
INV = 630.92
INV = 626.07
STRUCTURE TABLE
STR. NO.
MH - 505
STRUCTURE
TYPE
48" T-BASE
W/ 48" RISER
STA/
OFFSET
STA: 527+77
OFFSET: 0 T
STRUCTURE
DETAILS
RIM = 645.18
INV = 628.72 (48" N)
INV = 628.72 (48" S)
COORDINATES
N: 1982203
E: 1144791
SCALE
DESIGNED
DRAWN
CHECKED
WARNING
10
REV DATE BY DESCRIPTION
IF THIS BAR DOES
NOT MEASURE 1"
THEN DRAWING IS
NOT TO SCALE
1
2
SHEET
WILLOW ROAD STADI PROJECT - CONTRACT XXXX
10504271
VILLAGE OF WINNETKA
510 GREEN BAY ROAD
WINNETKA, ILLINOIS 60093
NOT FOR CONSTRUCTION
PRELIMINARY DESIGN PHASE - APRIL 2015
This document is an interim document and not suitable for
construction. As an interim document, it may contain data
that is potentially inaccurate or incomplete and is not to be
relied upon without the express written consent of the preparer.
LOCUST STREET
N STEPINA
PLAN AND PROFILE
M LUH
LOPP-7
AS SHOWN
STORM SEWER STA 526+00 TO STA 530+00
PLAN
PROFILE
0' 5' 10'
VERTICAL SCALE IN FEET
0' 20' 40'
HORIZONTAL SCALE IN FEET
LOCUST STREET
GENERAL SHEET NOTES
TEXT FOR NOTE 1
TEXT FOR NOTE 2
TEXT FOR NOTE 3
TEXT FOR NOTE 4
TEXT FOR KEYNOTE A
TEXT FOR KEYNOTE B
TEXT FOR KEYNOTE C
TEXT FOR KEYNOTE D
SHEET KEYNOTES
SP
RU
CE
S
TR
EE
T
EXISTING GROUND
530+00 531+00 532+00 533+00 534+00
48" RCP STM
MH - 504
48" RCP STM
MA
TC
HLIN
E 530+
00
MA
TC
HLIN
E 534+
00
610
620
630
640
650
610
620
630
640
650
MH
- 504
ST
A 53
2+
21, 0 T
441 LF 48" RC
P STM @
1.20%
443 LF 48" RCP STM @
1.19%
530+00 531+00 532+00 533+00 534+00
INV = 626.07
INV = 621.29
STRUCTURE TABLE
STR. NO.
MH - 504
STRUCTURE
TYPE
48" T-BASE
W/ 48" RISER
STA/
OFFSET
STA: 532+21
OFFSET: 0 T
STRUCTURE
DETAILS
RIM = 638.57
INV = 623.44 (48" N)
INV = 623.44 (48" S)
COORDINATES
N: 1981759
E: 1144792
SCALE
DESIGNED
DRAWN
CHECKED
WARNING
10
REV DATE BY DESCRIPTION
IF THIS BAR DOES
NOT MEASURE 1"
THEN DRAWING IS
NOT TO SCALE
1
2
SHEET
WILLOW ROAD STADI PROJECT - CONTRACT XXXX
10504271
VILLAGE OF WINNETKA
510 GREEN BAY ROAD
WINNETKA, ILLINOIS 60093
NOT FOR CONSTRUCTION
PRELIMINARY DESIGN PHASE - APRIL 2015
This document is an interim document and not suitable for
construction. As an interim document, it may contain data
that is potentially inaccurate or incomplete and is not to be
relied upon without the express written consent of the preparer.
LOCUST STREET
N STEPINA
PLAN AND PROFILE
M LUH
LOPP-8
AS SHOWN
STORM SEWER STA 530+00 TO STA 534+00
PLAN
PROFILE
0' 5' 10'
VERTICAL SCALE IN FEET
0' 20' 40'
HORIZONTAL SCALE IN FEET
LOCUST STREET
GENERAL SHEET NOTES
TEXT FOR NOTE 1
TEXT FOR NOTE 2
TEXT FOR NOTE 3
TEXT FOR NOTE 4
TEXT FOR KEYNOTE A
TEXT FOR KEYNOTE B
TEXT FOR KEYNOTE C
TEXT FOR KEYNOTE D
SHEET KEYNOTES
EL
M S
TR
EE
T
EXISTING GROUND
534+00 535+00 536+00 537+00 538+00
48" RCP STM
MH - 503
72" RCP STM
HCI - 503A
HCI - 503B
24" RCP STM
24" RCP STM
MA
TC
HLIN
E 534+
00
MA
TC
HLIN
E 538+
00
610
620
630
640
650
610
620
630
640
650
441 LF 48" RC
P STM @
1.20%
459 LF 72" RCP STM @ 0.48%
MH
- 5
03
ST
A 53
6+
61, 0
T
534+00 535+00 536+00 537+00 538+00
INV = 621.29
INV = 613.50
STRUCTURE TABLE
STR. NO.
HCI - 503A
HCI - 503B
MH - 503
STRUCTURE
TYPE
HIGH CAP INLET
12' LONG
HIGH CAP INLET
12' LONG
96" TYPE "A"
STA/
OFFSET
STA: 536+73
OFFSET: -36 LT
STA: 536+98
OFFSET: -36 LT
STA: 536+61
OFFSET: 0 T
STRUCTURE
DETAILS
RIM = 631.62
INV = 620.31 (24" W)
RIM = 631.39
INV = 620.38 (24" NW)
RIM = 631.05
INV = 618.16 (48" N)
INV = 620.12 (24" SE)
INV = 620.12 (24" E)
INV = 614.16 (72" S)
COORDINATES
N: 1981307
E: 1144828
N: 1981282
E: 1144829
N: 1981319
E: 1144793
SCALE
DESIGNED
DRAWN
CHECKED
WARNING
10
REV DATE BY DESCRIPTION
IF THIS BAR DOES
NOT MEASURE 1"
THEN DRAWING IS
NOT TO SCALE
1
2
SHEET
WILLOW ROAD STADI PROJECT - CONTRACT XXXX
10504271
VILLAGE OF WINNETKA
510 GREEN BAY ROAD
WINNETKA, ILLINOIS 60093
NOT FOR CONSTRUCTION
PRELIMINARY DESIGN PHASE - APRIL 2015
This document is an interim document and not suitable for
construction. As an interim document, it may contain data
that is potentially inaccurate or incomplete and is not to be
relied upon without the express written consent of the preparer.
LOCUST STREET
N STEPINA
PLAN AND PROFILE
M LUH
LOPP-9
AS SHOWN
STORM SEWER STA 534+00 TO STA 538+00
PLAN
PROFILE
0' 5' 10'
VERTICAL SCALE IN FEET
0' 20' 40'
HORIZONTAL SCALE IN FEET
LOCUST STREET
GENERAL SHEET NOTES
TEXT FOR NOTE 1
TEXT FOR NOTE 2
TEXT FOR NOTE 3
TEXT FOR NOTE 4
TEXT FOR KEYNOTE A
TEXT FOR KEYNOTE B
TEXT FOR KEYNOTE C
TEXT FOR KEYNOTE D
SHEET KEYNOTES
OA
K S
TR
EE
T
EXISTING GROUND
538+00 539+00 540+00 541+00 542+00
72" RCP STM
MH - 502
72" RCP STM
HCI - 502A
HCI - 502B
24" RCP STM
24" RCP STM
EXISTING 5'-0" X 6'-3"
MWRDGC NSIS #5
MA
TC
HLIN
E 538+
00
MA
TC
HLIN
E 542+
00
590
600
610
620
630
640
590
600
610
620
630
640
MH
- 502
ST
A 5
41+
21, 0 T
459 LF 72" RCP STM @ 0.48%
538+00 539+00 540+00 541+00 542+00
454 LF 72" RCP STM @ 0.49%
EX
IS
TIN
G 5
'-0" X
6
'-3
"
MW
RD
GC
N
SIS
#5
AP
PR
OX
IN
V =
59
0.0
0
INV = 613.50
INV = 611.58
STRUCTURE TABLE
STR. NO.
HCI - 502A
HCI - 502B
MH - 502
STRUCTURE
TYPE
HIGH CAP INLET
12' LONG
HIGH CAP INLET
12' LONG
96" TYPE "A"
STA/
OFFSET
STA: 541+14
OFFSET: -35 LT
STA: 541+39
OFFSET: -34 LT
STA: 541+21
OFFSET: 0 T
STRUCTURE
DETAILS
RIM = 626.00
INV = 616.14 (24" W)
RIM = 626.00
INV = 616.15 (24" NW)
RIM = 626.00
INV = 611.96 (72" N)
INV = 615.96 (24" E)
INV = 615.96 (24" SE)
INV = 611.96 (72" S)
COORDINATES
N: 1980866
E: 1144828
N: 1980841
E: 1144828
N: 1980859
E: 1144794
SCALE
DESIGNED
DRAWN
CHECKED
WARNING
10
REV DATE BY DESCRIPTION
IF THIS BAR DOES
NOT MEASURE 1"
THEN DRAWING IS
NOT TO SCALE
1
2
SHEET
WILLOW ROAD STADI PROJECT - CONTRACT XXXX
10504271
VILLAGE OF WINNETKA
510 GREEN BAY ROAD
WINNETKA, ILLINOIS 60093
NOT FOR CONSTRUCTION
PRELIMINARY DESIGN PHASE - APRIL 2015
This document is an interim document and not suitable for
construction. As an interim document, it may contain data
that is potentially inaccurate or incomplete and is not to be
relied upon without the express written consent of the preparer.
LOCUST STREET
N STEPINA
PLAN AND PROFILE
M LUH
LOPP-10
AS SHOWN
STORM SEWER STA 538+00 TO STA 542+00
PLAN
PROFILE
0' 5' 10'
VERTICAL SCALE IN FEET
0' 20' 40'
HORIZONTAL SCALE IN FEET
CH
ER
RY
S
TR
EE
T
GENERAL SHEET NOTES
TEXT FOR NOTE 1
TEXT FOR NOTE 2
TEXT FOR NOTE 3
TEXT FOR NOTE 4
TEXT FOR KEYNOTE A
TEXT FOR KEYNOTE B
TEXT FOR KEYNOTE C
TEXT FOR KEYNOTE D
SHEET KEYNOTES
LOCUST STREET
EXISTING GROUND
542+00 543+00 544+00 545+00 546+00
72" RCP STM
MH - 501
72" RCP STM
HCI - 501A
24" RCP STM
24" RCP STM
HCI - 501B
EXISTING 5'-0" X 6'-3"
MA
TC
HLIN
E 542+
00
MA
TC
HLIN
E 546+
00
600
610
620
630
640
600
610
620
630
640
MH
- 5
01
ST
A 545
+74, 0
T
424 LF 72" RCP STM @ 0.47%
454 LF 72" RCP STM @ 0.49%
542+00 543+00 544+00 545+00 546+00
INV = 611.58
INV = 609.61
STRUCTURE TABLE
STR. NO.
HCI - 501A
HCI - 501B
MH - 501
STRUCTURE
TYPE
HIGH CAP INLET
12' LONG
HIGH CAP INLET
12' LONG
96" TYPE "A"
STA/
OFFSET
STA: 545+54
OFFSET: -40 LT
STA: 545+80
OFFSET: -39 LT
STA: 545+74
OFFSET: 0 T
STRUCTURE
DETAILS
RIM = 625.01
INV = 613.99 (24" SW)
RIM = 625.00
INV = 613.96 (24" W)
RIM = 625.00
INV = 609.76 (72" N)
INV = 613.76 (24" NE)
INV = 613.76 (24" E)
INV = 609.27 (72" S)
COORDINATES
N: 1980426
E: 1144835
N: 1980400
E: 1144834
N: 1980406
E: 1144795
SCALE
DESIGNED
DRAWN
CHECKED
WARNING
10
REV DATE BY DESCRIPTION
IF THIS BAR DOES
NOT MEASURE 1"
THEN DRAWING IS
NOT TO SCALE
1
2
SHEET
WILLOW ROAD STADI PROJECT - CONTRACT XXXX
10504271
VILLAGE OF WINNETKA
510 GREEN BAY ROAD
WINNETKA, ILLINOIS 60093
NOT FOR CONSTRUCTION
PRELIMINARY DESIGN PHASE - APRIL 2015
This document is an interim document and not suitable for
construction. As an interim document, it may contain data
that is potentially inaccurate or incomplete and is not to be
relied upon without the express written consent of the preparer.
LOCUST STREET
N STEPINA
PLAN AND PROFILE
M LUH
LOPP-11
AS SHOWN
STORM SEWER STA 542+00 TO STA 546+00
PLAN
PROFILE
0' 5' 10'
VERTICAL SCALE IN FEET
0' 20' 40'
HORIZONTAL SCALE IN FEET
AS
H S
TR
EE
T
GENERAL SHEET NOTES
TEXT FOR NOTE 1
TEXT FOR NOTE 2
TEXT FOR NOTE 3
TEXT FOR NOTE 4
TEXT FOR KEYNOTE A
TEXT FOR KEYNOTE B
TEXT FOR KEYNOTE C
TEXT FOR KEYNOTE D
SHEET KEYNOTES
LOCUST STREET
EXISTING GROUND
546+00 547+00 548+00 549+00 550+00 550+37
DS - 2
72" RCP STM72" RCP STM
96" T
UN
NE
L S
TM
96" T
UN
NE
L S
TM
MA
TC
HLIN
E 546+
00
580
590
600
610
620
630
580
590
600
610
620
630
DS
- 2
ST
A 2
9+
03, 0
LT
424 LF 72" RCP STM @ 0.47%
546+00 547+00 548+00 549+00 550+00 550+37
96" TUNNEL STM
INV = 609.61
STRUCTURE TABLE
STR. NO.
DS - 2
STRUCTURE
TYPE
10' Ø DROP
STRUCTURE
STA/
OFFSET
STA: 29+03
OFFSET: 0 LT
STRUCTURE
DETAILS
RIM = 624.00
INV = 607.27 (72" N)
INV = 578.95 (96" W)
INV = 578.95 (96" E)
COORDINATES
N: 1979982
E: 1144796
SCALE
DESIGNED
DRAWN
CHECKED
WARNING
10
REV DATE BY DESCRIPTION
IF THIS BAR DOES
NOT MEASURE 1"
THEN DRAWING IS
NOT TO SCALE
1
2
SHEET
WILLOW ROAD STADI PROJECT - CONTRACT XXXX
10504271
VILLAGE OF WINNETKA
510 GREEN BAY ROAD
WINNETKA, ILLINOIS 60093
NOT FOR CONSTRUCTION
PRELIMINARY DESIGN PHASE - APRIL 2015
This document is an interim document and not suitable for
construction. As an interim document, it may contain data
that is potentially inaccurate or incomplete and is not to be
relied upon without the express written consent of the preparer.
LOCUST STREET
N STEPINA
PLAN AND PROFILE
M LUH
LOPP-12
AS SHOWN
STORM SEWER STA 546+00 TO STA 549+50
PLAN
PROFILE
0' 5' 10'
VERTICAL SCALE IN FEET
0' 20' 40'
HORIZONTAL SCALE IN FEET
LOCUST STREET
GENERAL SHEET NOTES
TEXT FOR NOTE 1
TEXT FOR NOTE 2
TEXT FOR NOTE 3
TEXT FOR NOTE 4
TEXT FOR KEYNOTE A
TEXT FOR KEYNOTE B
TEXT FOR KEYNOTE C
TEXT FOR KEYNOTE D
SHEET KEYNOTES
EXISTING GROUND
SEE SHEET WIPP-4 FOR
CONTINUATION
SEE SHEET WIPP-4 FOR
CONTINUATION
SCALE
DESIGNED
DRAWN
CHECKED
WARNING
10
REV DATE BY DESCRIPTION
IF THIS BAR DOES
NOT MEASURE 1"
THEN DRAWING IS
NOT TO SCALE
1
2
SHEET
WILLOW ROAD STADI PROJECT - CONTRACT XXXX
10504271
VILLAGE OF WINNETKA
510 GREEN BAY ROAD
WINNETKA, ILLINOIS 60093
NOT FOR CONSTRUCTION
PRELIMINARY DESIGN PHASE - APRIL 2015
This document is an interim document and not suitable for
construction. As an interim document, it may contain data
that is potentially inaccurate or incomplete and is not to be
relied upon without the express written consent of the preparer.
0' 100' 200'
HORIZONTAL SCALE IN FEET
BERKELEY AVENUE
J JOHNSON
N STEPINA
PLAN AND PROFILE
M LUH
BEPP-1
1"=100'
STORM SEWER KEY PLAN
KEY PLAN
WILLOW ROAD
BE
RK
EL
EY
A
VE
NU
E
GENERAL SHEET NOTES
TEXT FOR NOTE 1
TEXT FOR NOTE 2
TEXT FOR NOTE 3
TEXT FOR NOTE 4
TEXT FOR KEYNOTE A
TEXT FOR KEYNOTE B
TEXT FOR KEYNOTE C
TEXT FOR KEYNOTE D
SHEET KEYNOTES
ASH STREET
CHERRY STREET
MATCHLINE, CONTINUE BELOW
OAK STREET
ELM STREET
HIB
BA
RD
R
OA
D
BE
RK
EL
EY
A
VE
NU
E
(E
XT
EN
SIO
N)
MATCHLINE, CONTINUE ABOVE
BEPP-6 BEPP-7
BE
PP
-8
BE
PP
-9
BE
PP
-5
BEPP-2
BE
PP
-3
BE
PP
-4
BE
PP
-12
BE
PP
-1
1B
EP
P-10
BE
PP
-9
BEPP-13 BEPP-14
700+00 701+00 702+00 703+00 703+49
HCI - 705A
HCI - 706A
MH - 705
HCI - 705BHCI - 706B
MH - 706
30" RCP STM
30" RCP STM
30" RCP STM
30" RCP STM
36" RCP STM
MH - 701
72" RCP STM
72" R
CP
S
TM
HCI - 705A
HCI - 705B
HCI - 706A
HCI - 706B
HIGH CAP INLET
12' LONG
HIGH CAP INLET
12' LONG
HIGH CAP INLET
12' LONG
HIGH CAP INLET
12' LONG
STA: 703+33
OFFSET: -13LT
STA: 703+33
OFFSET: 12 RT
STA: 703+49
OFFSET: -13LT
STA: 703+49
OFFSET: 12 RT
RIM = 623.21
INV = 618.00 (30" S)
RIM = 623.39
INV = 618.00 (30" N)
RIM = 623.61
INV = 618.00 (30" S)
RIM = 623.51
INV = 618.00 (30" N)
N: 1982659
E: 1142443
N: 1982634
E: 1142443
N: 1982659
E: 1142459
N: 1982634
E: 1142459
STRUCTURE TABLE
STR. NO.
STRUCTURE
TYPE
STA/
OFFSET
STRUCTURE
DETAILS
COORDINATES
MH - 701
72" T-BASE
W/ 48" RISER
STA: 700+63
OFFSET: 0 RT
RIM = 623.64
INV = 613.89 (72" E)
INV = 613.89 (72" W)
N: 1982649
E: 1142173
MH - 705
MH - 706
96" TYPE "A"
72" TYPE "A"
STA: 703+33
OFFSET: 0 LT
STA: 703+49
OFFSET: 0 T
RIM = 623.21
INV = 617.88 (30" N)
INV = 617.38 (36" E)
INV = 614.18 (72" W)
INV = 617.88 (30" S)
RIM = 623.43
INV = 617.90 (30" S)
INV = 617.90 (30" N)
INV = 617.40 (36" W)
N: 1982646
E: 1142443
N: 1982646
E: 1142459
590
600
610
620
630
640
590
600
610
620
630
640
700+00 701+00 702+00 703+00 704+00
270 LF 72" RCP STM @ 0.10%
MH
- 701
ST
A 70
0+
63, 0
R
T
MH
- 7
05
ST
A 703
+33, 0
LT
MH
- 7
06
ST
A 70
3+
49, 0 T
INV = 613.89
INV = 614.18
11 LF 72" RCP STM @ 0.10%
16 LF 36" RCP STM @ 0.10%
SCALE
DESIGNED
DRAWN
CHECKED
WARNING
10
REV DATE BY DESCRIPTION
IF THIS BAR DOES
NOT MEASURE 1"
THEN DRAWING IS
NOT TO SCALE
1
2
SHEET
WILLOW ROAD STADI PROJECT - CONTRACT XXXX
10504271
VILLAGE OF WINNETKA
510 GREEN BAY ROAD
WINNETKA, ILLINOIS 60093
NOT FOR CONSTRUCTION
PRELIMINARY DESIGN PHASE - APRIL 2015
This document is an interim document and not suitable for
construction. As an interim document, it may contain data
that is potentially inaccurate or incomplete and is not to be
relied upon without the express written consent of the preparer.
PINE STREET
J JOHNSON
N STEPINA
PLAN AND PROFILE
M LUH
BEPP-2
AS SHOWN
STORM SEWER STA 700+00 TO STA 704+00
PLAN
PROFILE
0' 5' 10'
VERTICAL SCALE IN FEET
0' 20' 40'
HORIZONTAL SCALE IN FEET
PINE STREET
GENERAL SHEET NOTES
TEXT FOR NOTE 1
TEXT FOR NOTE 2
TEXT FOR NOTE 3
TEXT FOR NOTE 4
TEXT FOR KEYNOTE A
TEXT FOR KEYNOTE B
TEXT FOR KEYNOTE C
TEXT FOR KEYNOTE D
SHEET KEYNOTES
HIB
BA
RD
R
OA
D
SEE SHEET BEPP-3 FOR
CONTINUATION
EXISTING 4'-6" X 5'-0"
MWRDGC NSIS #8
EXISTING 2'-9" X 3'-4"
MWRDGC NSIS #3
EXISTING GROUND
T-1
700+
00
701+
00
710+00
711+00
712+00713+00
714+00
MH - 701
72" RCP STM
72" RCP STM72" RCP STM72" RCP STM
MH - 702
MH - 703
72" T-BASE
W/ 48" RISER
72" T-BASE
W/ 48" RISER
STA: 711+60
OFFSET: -21 LT
STA: 713+20
OFFSET: -21 LT
RIM = 623.18
INV = 613.76 (72" N)
INV = 613.76 (72" S)
RIM = 623.02
INV = 613.60 (72" N)
INV = 613.60 (72" S)
N: 1982522
E: 1142165
N: 1982362
E: 1142164
STRUCTURE TABLE
STR. NO.
STRUCTURE
TYPE
STA/
OFFSET
STRUCTURE
DETAILS
COORDINATES
580
590
600
610
620
630
580
590
600
610
620
630
710+00 711+00 712+00 713+00 714+00
MH
- 7
01
ST
A 700
+6
3, 0 R
T
MH
- 702
ST
A 711+
60
, 21 LT
MH
- 7
03
ST
A 713
+20, 2
1 L
T
INV = 613.89
INV = 613.51
127 LF 72" RCP STM @ 0.10%
160 LF 72" RCP STM @ 0.10%
80 LF 72" RCP STM @ 0.11%
EXISTING 4'-6" X 5'-0"
MWRDGC NSIS #8
APPROX INV = 599.06
APPROX INV = 598.76
HIBBARD ROAD
J JOHNSON
N STEPINA
PLAN AND PROFILE
M LUH
BEPP-3
AS SHOWN
STORM SEWER STA 710+00 TO STA 714+00
PLAN
PROFILE
0' 5' 10'
VERTICAL SCALE IN FEET
0' 20' 40'
HORIZONTAL SCALE IN FEET
HIBBARD ROAD
GENERAL SHEET NOTES
TEXT FOR NOTE 1
TEXT FOR NOTE 2
TEXT FOR NOTE 3
TEXT FOR NOTE 4
TEXT FOR KEYNOTE A
TEXT FOR KEYNOTE B
TEXT FOR KEYNOTE C
TEXT FOR KEYNOTE D
SHEET KEYNOTES
PIN
E S
TR
EE
T
SEE SHEET BEPP-2 FOR
CONTINUATION
DETAILS FOR BIOSWALE AND INLETS
TO BE ADDED IN 60% DESIGN
EXISTING 4'-6" X 5'-0"
MWRDGC NSIS #8
EXISTING 2'-9" X 3'-4"
MWRDGC NSIS #3
EXISTING GROUND
EX
IS
TIN
G 2
'-9" X
3
'-4"
MW
RD
GC
N
SIS
#3
AP
PR
OX
IN
V =
60
3.1
6
MA
TC
HLIN
E 714+
00
SCALE
DESIGNED
DRAWN
CHECKED
WARNING
10
REV DATE BY DESCRIPTION
IF THIS BAR DOES
NOT MEASURE 1"
THEN DRAWING IS
NOT TO SCALE
1
2
SHEET
WILLOW ROAD STADI PROJECT - CONTRACT XXXX
10504271
VILLAGE OF WINNETKA
510 GREEN BAY ROAD
WINNETKA, ILLINOIS 60093
NOT FOR CONSTRUCTION
PRELIMINARY DESIGN PHASE - APRIL 2015
This document is an interim document and not suitable for
construction. As an interim document, it may contain data
that is potentially inaccurate or incomplete and is not to be
relied upon without the express written consent of the preparer.
714+00715+00
716+00
717+00
718+00
72" RCP STM
MH - 704
MH - 704
72" T-BASE
W/ 48" RISER
STA: 714+77
OFFSET: -21 LT
RIM = 624.00
INV = 613.42 (72" N)
INV = 613.42 (72" S)
N: 1982205
E: 1142165
STRUCTURE TABLE
STR. NO.
STRUCTURE
TYPE
STA/
OFFSET
STRUCTURE
DETAILS
COORDINATES
580
590
600
610
620
630
580
590
600
610
620
630
714+00 715+00 716+00 717+00 718+00
MH
- 704
ST
A 714+
77
, 21 LT
INV = 613.51
INV = 613.05
323 LF 72" RCP STM @ 0.10%
77 LF 72" RCP STM @ 0.10%
EXISTING 4'-6" X 5'-0"
MWRDGC NSIS #8
APPROX INV = 598.76
APPROX INV = 598.46
SCALE
DESIGNED
DRAWN
CHECKED
WARNING
10
REV DATE BY DESCRIPTION
IF THIS BAR DOES
NOT MEASURE 1"
THEN DRAWING IS
NOT TO SCALE
1
2
SHEET
WILLOW ROAD STADI PROJECT - CONTRACT XXXX
10504271
VILLAGE OF WINNETKA
510 GREEN BAY ROAD
WINNETKA, ILLINOIS 60093
NOT FOR CONSTRUCTION
PRELIMINARY DESIGN PHASE - APRIL 2015
This document is an interim document and not suitable for
construction. As an interim document, it may contain data
that is potentially inaccurate or incomplete and is not to be
relied upon without the express written consent of the preparer.
HIBBARD ROAD
J JOHNSON
N STEPINA
PLAN AND PROFILE
M LUH
BEPP-4
AS SHOWN
STORM SEWER STA 714+00 TO STA 718+00
PLAN
PROFILE
0' 5' 10'
VERTICAL SCALE IN FEET
0' 20' 40'
HORIZONTAL SCALE IN FEET
GENERAL SHEET NOTES
TEXT FOR NOTE 1
TEXT FOR NOTE 2
TEXT FOR NOTE 3
TEXT FOR NOTE 4
TEXT FOR KEYNOTE A
TEXT FOR KEYNOTE B
TEXT FOR KEYNOTE C
TEXT FOR KEYNOTE D
SHEET KEYNOTES
HIBBARD ROAD
SP
RU
CE
S
TR
EE
T
DETAILS FOR BIOSWALE AND INLETS
TO BE ADDED IN 60% DESIGN
EXISTING GROUND
MA
TC
HLIN
E 718+
00
MA
TC
HLIN
E 714+
00
580
590
600
610
620
630
580
590
600
610
620
630
718+00 719+00 720+00 721+00 722+00
MH
- 70
7
ST
A 719+
25, 21
LT
INV = 613.05
INV = 612.90
INV = 611.90
125 LF 72" RCP STM @ 0.12%
EXISTING 4'-6" X 5'-0"
MWRDGC NSIS #8
APPROX INV = 598.46
APPROX INV = 598.16
0+
00
1+
00
718+00
719+00719+25
72" RCP STM
84" R
CP
S
TM
MH - 707
SCALE
DESIGNED
DRAWN
CHECKED
WARNING
10
REV DATE BY DESCRIPTION
IF THIS BAR DOES
NOT MEASURE 1"
THEN DRAWING IS
NOT TO SCALE
1
2
SHEET
WILLOW ROAD STADI PROJECT - CONTRACT XXXX
10504271
VILLAGE OF WINNETKA
510 GREEN BAY ROAD
WINNETKA, ILLINOIS 60093
NOT FOR CONSTRUCTION
PRELIMINARY DESIGN PHASE - APRIL 2015
This document is an interim document and not suitable for
construction. As an interim document, it may contain data
that is potentially inaccurate or incomplete and is not to be
relied upon without the express written consent of the preparer.
HIBBARD ROAD
J JOHNSON
N STEPINA
PLAN AND PROFILE
M LUH
BEPP-5
AS SHOWN
STORM SEWER STA 718+00 TO STA 719+25
PLAN
PROFILE
0' 5' 10'
VERTICAL SCALE IN FEET
0' 20' 40'
HORIZONTAL SCALE IN FEET
GENERAL SHEET NOTES
TEXT FOR NOTE 1
TEXT FOR NOTE 2
TEXT FOR NOTE 3
TEXT FOR NOTE 4
TEXT FOR KEYNOTE A
TEXT FOR KEYNOTE B
TEXT FOR KEYNOTE C
TEXT FOR KEYNOTE D
SHEET KEYNOTES
EL
M S
TR
EE
T
HIBBARD RD
EXISTING 4'-6" X 5'-0"
MWRDGC NSIS #8
SEE SHEET BEPP-6 FOR
CONTINUATION
MA
TC
HLIN
E 718+
00
580
590
600
610
620
630
580
590
600
610
620
630
0+00 1+00 2+00 3+00 4+00
EXISTING GROUND
EX
IS
TIN
G 4'-6" X
5'-0
"
MW
RD
GC
N
SIS
#8
AP
PR
OX
IN
V =
599.09
MH
- 707
ST
A 0
+6
3, 0 T
337 LF 84" RCP STM @ 0.10%
INV = 611.56
0+001+00
2+00
3+004+00
719+
00
719+
25
72" R
CP
S
TM
84" RCP STM
MH - 707
SCALE
DESIGNED
DRAWN
CHECKED
WARNING
10
REV DATE BY DESCRIPTION
IF THIS BAR DOES
NOT MEASURE 1"
THEN DRAWING IS
NOT TO SCALE
1
2
SHEET
WILLOW ROAD STADI PROJECT - CONTRACT XXXX
10504271
VILLAGE OF WINNETKA
510 GREEN BAY ROAD
WINNETKA, ILLINOIS 60093
NOT FOR CONSTRUCTION
PRELIMINARY DESIGN PHASE - APRIL 2015
This document is an interim document and not suitable for
construction. As an interim document, it may contain data
that is potentially inaccurate or incomplete and is not to be
relied upon without the express written consent of the preparer.
ELM STREET
J JOHNSON
N STEPINA
PLAN AND PROFILE
M LUH
BEPP-6
AS SHOWN
STA 0+00 TO STA 4+00
PLAN
PROFILE
0' 5' 10'
VERTICAL SCALE IN FEET
0' 20' 40'
HORIZONTAL SCALE IN FEET
GENERAL SHEET NOTES
TEXT FOR NOTE 1
TEXT FOR NOTE 2
TEXT FOR NOTE 3
TEXT FOR NOTE 4
TEXT FOR KEYNOTE A
TEXT FOR KEYNOTE B
TEXT FOR KEYNOTE C
TEXT FOR KEYNOTE D
SHEET KEYNOTES
ELM STREET
MA
TC
HLIN
E 4+
00
SEE SHEET BEPP-5 FOR
CONTINUATION
EXISTING 4'-6" X 5'-0"
MWRDGC NSIS #8
600
610
620
630
640
600
610
620
630
640
4+00 5+00 6+00 7+00 8+00
EXISTING GROUND
INV = 611.17
INV = 611.56
MH
- 70
8
ST
A 4+
12, 0 R
T
360 LF 84" RCP STM @ 0.10%
13 LF 84" RCP STM @ 0.10%
MH
- 709
ST
A 7+
72, 0 T
16 LF 84" RCP STM @ 0.10%
4+005+00
6+007+00
8+
00
84" RCP STM
MH - 708
MH - 709
84" R
CP
S
TM
SCALE
DESIGNED
DRAWN
CHECKED
WARNING
10
REV DATE BY DESCRIPTION
IF THIS BAR DOES
NOT MEASURE 1"
THEN DRAWING IS
NOT TO SCALE
1
2
SHEET
WILLOW ROAD STADI PROJECT - CONTRACT XXXX
10504271
VILLAGE OF WINNETKA
510 GREEN BAY ROAD
WINNETKA, ILLINOIS 60093
NOT FOR CONSTRUCTION
PRELIMINARY DESIGN PHASE - APRIL 2015
This document is an interim document and not suitable for
construction. As an interim document, it may contain data
that is potentially inaccurate or incomplete and is not to be
relied upon without the express written consent of the preparer.
ELM STREET
J JOHNSON
N STEPINA
PLAN AND PROFILE
M LUH
BEPP-7
AS SHOWN
STA 4+00 TO STA 8+00
PLAN
PROFILE
0' 5' 10'
VERTICAL SCALE IN FEET
0' 20' 40'
HORIZONTAL SCALE IN FEET
GENERAL SHEET NOTES
TEXT FOR NOTE 1
TEXT FOR NOTE 2
TEXT FOR NOTE 3
TEXT FOR NOTE 4
TEXT FOR KEYNOTE A
TEXT FOR KEYNOTE B
TEXT FOR KEYNOTE C
TEXT FOR KEYNOTE D
SHEET KEYNOTES
MA
TC
HLIN
E A
4+
00
ELM STREET
MATCHLINE 8+00
SEE SHEET BEPP-8
FOR CONTINUATION
600+00
11+87
8+00
9+00
10+00
11+00
MH - 709
84" RCP STM
84" RCP STM
84" RCP STM
600
610
620
630
640
600
610
620
630
640
8+00 9+00 10+00 11+00 11+87
EXISTING GROUND
INV = 611.16
INV = 610.76
400 LF 84" RCP STM @ 0.10%
SCALE
DESIGNED
DRAWN
CHECKED
WARNING
10
REV DATE BY DESCRIPTION
IF THIS BAR DOES
NOT MEASURE 1"
THEN DRAWING IS
NOT TO SCALE
1
2
SHEET
WILLOW ROAD STADI PROJECT - CONTRACT XXXX
10504271
VILLAGE OF WINNETKA
510 GREEN BAY ROAD
WINNETKA, ILLINOIS 60093
NOT FOR CONSTRUCTION
PRELIMINARY DESIGN PHASE - APRIL 2015
This document is an interim document and not suitable for
construction. As an interim document, it may contain data
that is potentially inaccurate or incomplete and is not to be
relied upon without the express written consent of the preparer.
BERKELEY AVENUE EXTENSION
J JOHNSON
N STEPINA
PLAN AND PROFILE
M LUH
BEPP-8
AS SHOWN
STA 8+00 TO STA 11+87
PLAN
PROFILE
0' 5' 10'
VERTICAL SCALE IN FEET
0' 20' 40'
HORIZONTAL SCALE IN FEET
OA
K S
TR
EE
T
GENERAL SHEET NOTES
TEXT FOR NOTE 1
TEXT FOR NOTE 2
TEXT FOR NOTE 3
TEXT FOR NOTE 4
TEXT FOR KEYNOTE A
TEXT FOR KEYNOTE B
TEXT FOR KEYNOTE C
TEXT FOR KEYNOTE D
SHEET KEYNOTES
EL
M S
TR
EE
T
MA
TC
HLIN
E 8+
00
MA
TC
HLIN
E 11+
87
CO
NT
IN
UE
600+
00
SEE SHEET BEPP-9
FOR CONTINUATION
SEE SHEET BEPP-7
FOR CONTINUATION
HCI - 603A
HCI - 603B
HIGH CAP INLET
12' LONG
HIGH CAP INLET
12' LONG
STA: 600+78
OFFSET: 9 RT
STA: 600+78
OFFSET: -8 LT
RIM = 622.00
INV = 615.42 (24" E)
RIM = 622.00
INV = 615.42 (24" W)
N: 1981269
E: 1142882
N: 1981269
E: 1142898
STRUCTURE TABLE
STR. NO.
STRUCTURE
TYPE
STA/
OFFSET
STRUCTURE
DETAILS
COORDINATES
MH - 603
84" T-BASE
W/ 60" RISER
STA: 600+78
OFFSET: 0 RT
RIM = 622.00
INV = 610.68 (84" N)
INV = 615.40 (24" E)
INV = 615.40 (24" W)
INV = 610.68 (84" S)
N: 1981269
E: 1142891
600+00
601+00
602+00 603+00 604+00
MH - 603
HCI - 603B
HCI - 603A
84" RCP STM
24" RCP STM
24" RCP STM
11+87
84" RCP STM
590
600
610
620
630
590
600
610
620
630
600+00 601+00 602+00 603+00 604+00
MH
- 6
03
ST
A 60
0+
78, 0
R
T
323 LF 84" RCP STM @ 0.15%
EXISTING GROUND
INV = 610.20INV = 610.76
78 LF 84" RCP STM @ 0.10%
SCALE
DESIGNED
DRAWN
CHECKED
WARNING
10
REV DATE BY DESCRIPTION
IF THIS BAR DOES
NOT MEASURE 1"
THEN DRAWING IS
NOT TO SCALE
1
2
SHEET
WILLOW ROAD STADI PROJECT - CONTRACT XXXX
10504271
VILLAGE OF WINNETKA
510 GREEN BAY ROAD
WINNETKA, ILLINOIS 60093
NOT FOR CONSTRUCTION
PRELIMINARY DESIGN PHASE - APRIL 2015
This document is an interim document and not suitable for
construction. As an interim document, it may contain data
that is potentially inaccurate or incomplete and is not to be
relied upon without the express written consent of the preparer.
BERKELEY AVENUE
J JOHNSON
N STEPINA
PLAN AND PROFILE
M LUH
BEPP-9
AS SHOWN
STORM SEWER STA 600+00 TO STA 604+00
PLAN
PROFILE
0' 5' 10'
VERTICAL SCALE IN FEET
0' 20' 40'
HORIZONTAL SCALE IN FEET
GENERAL SHEET NOTES
1. CONFLICTS NEAR STA 600+50 WILL BE RESOLVED DURING 60% DESIGN.
TEXT FOR KEYNOTE A
TEXT FOR KEYNOTE B
TEXT FOR KEYNOTE C
TEXT FOR KEYNOTE D
SHEET KEYNOTES
OA
K S
TR
EE
T
BERKELEY AVENUE
S-1
MA
TC
HLIN
E 600+
00
MA
TC
HLIN
E 604+
00
STRUCTURE TABLE
STR. NO.
HCI - 602A
HCI - 602B
MH - 602
STRUCTURE
TYPE
HIGH CAP INLET
12' LONG
HIGH CAP INLET
12' LONG
84" T-BASE
W/ 60" RISER
STA/
OFFSET
STA: 605+20
OFFSET: 8 RT
STA: 605+20
OFFSET: -8 LT
STA: 605+20
OFFSET: 0 LT
STRUCTURE
DETAILS
RIM = 621.51
INV = 615.51 (24" E)
RIM = 621.71
INV = 615.71 (24" W)
RIM = 621.59
INV = 610.02 (84" N)
INV = 615.50 (24" E)
INV = 615.50 (24" W)
INV = 610.02 (84" S)
COORDINATES
N: 1980827
E: 1142884
N: 1980827
E: 1142900
N: 1980827
E: 1142892
604+00 605+00 606+00 607+00 608+00
MH - 602
EXISTING 24" MWRDGC
NORTHFIELD OUTLET SEWER
EX
IS
TIN
G 12" S
TM
EXISTING 4'-6" X 5'-0"
MWRDGC NSIS #8
EX
IS
TIN
G 10" S
S
HCI - 602B
HCI - 602A
84" RCP STM
24" RCP STM
24" RCP STM
84" RCP STM
590
600
610
620
630
590
600
610
620
630
604+00 605+00 606+00 607+00 608+00
120 LF 84" RCP STM @ 0.15%
280 LF 84" RCP STM @ 0.15%
EXISTING GROUND
EX
IS
TIN
G 4
'-6" X
5
'-0"
MW
RD
GC
N
SIS
#
8
AP
PR
OX
IN
V =
59
7.10
EX
IS
TIN
G 1
0" S
S
AP
PR
OX
IN
V =
61
1.43
EX
IS
TIN
G 12
" S
TM
AP
PR
OX
IN
V =
617
.58
EX
IS
TIN
G 2
4" M
WR
DG
C
NO
RT
HF
IE
LD
O
UT
LE
T S
EW
ER
AP
PR
OX
IN
V =
601
.3
0
INV = 610.20
INV = 609.60
MH
- 602
ST
A 60
5+
20, 0
L
T
SCALE
DESIGNED
DRAWN
CHECKED
WARNING
10
REV DATE BY DESCRIPTION
IF THIS BAR DOES
NOT MEASURE 1"
THEN DRAWING IS
NOT TO SCALE
1
2
SHEET
WILLOW ROAD STADI PROJECT - CONTRACT XXXX
10504271
VILLAGE OF WINNETKA
510 GREEN BAY ROAD
WINNETKA, ILLINOIS 60093
NOT FOR CONSTRUCTION
PRELIMINARY DESIGN PHASE - APRIL 2015
This document is an interim document and not suitable for
construction. As an interim document, it may contain data
that is potentially inaccurate or incomplete and is not to be
relied upon without the express written consent of the preparer.
BERKELEY AVENUE
J JOHNSON
N STEPINA
PLAN AND PROFILE
M LUH
BEPP-10
AS SHOWN
STORM SEWER STA 604+00 TO STA 608+00
PLAN
PROFILE
0' 5' 10'
VERTICAL SCALE IN FEET
0' 20' 40'
HORIZONTAL SCALE IN FEET
BERKELEY AVENUE
GENERAL SHEET NOTES
TEXT FOR KEYNOTE A
TEXT FOR KEYNOTE B
TEXT FOR KEYNOTE C
TEXT FOR KEYNOTE D
SHEET KEYNOTES
CH
EE
RY
S
TR
EE
T
1. CONFLICTS NEAR STA 605+00 WILL BE RESOLVED DURING 60% DESIGN.
MA
TC
HLIN
E 608+
00
MA
TC
HLIN
E 604+
00
STRUCTURE TABLE
STR. NO.
HCI - 606A
HCI - 606B
HCI - 607A
HCI - 607B
MH - 601
MH - 606
MH - 607
STRUCTURE
TYPE
HIGH CAP INLET
12' LONG
HIGH CAP INLET
12' LONG
HIGH CAP INLET
12' LONG
HIGH CAP INLET
12' LONG
120" TYPE "A"
96" TYPE "A"
96" TYPE "A"
STA/
OFFSET
STA: 608+67
OFFSET: 13 RT
STA: 608+67
OFFSET: -12 LT
STA: 608+51
OFFSET: 13 RT
STA: 608+51
OFFSET: -12 LT
STA: 609+09
OFFSET: 0 LT
STA: 608+67
OFFSET: 0 LT
STA: 608+51
OFFSET: 0 LT
STRUCTURE
DETAILS
RIM = 621.43
INV = 614.64 (30" E)
RIM = 621.45
INV = 614.64 (30" W)
RIM = 621.58
INV = 614.64 (30" E)
RIM = 621.08
INV = 614.64 (30" W)
RIM = 621.01
INV = 609.44 (84" N)
INV = 612.59 (48" E)
INV = 608.44 (96" S)
RIM = 621.24
INV = 609.50 (84" N)
INV = 614.63 (30" W)
INV = 614.63 (30" E)
INV = 609.50 (84" S)
RIM = 621.26
INV = 609.52 (84" N)
INV = 614.63 (30" W)
INV = 614.63 (30" E)
INV = 609.52 (84" S)
COORDINATES
N: 1980480
E: 1142879
N: 1980480
E: 1142904
N: 1980496
E: 1142880
N: 1980496
E: 1142905
N: 1980438
E: 1142893
N: 1980480
E: 1142893
N: 1980496
E: 1142893
608+00 609+00 610+00 611+00 612+00
MH - 601
96" RCP STM84" RCP STM
48" R
CP
S
TM
HCI - 606B
HCI - 606A
30" RCP STM
30" RCP STM
MH - 606
MH - 607
HCI - 607A
HCI - 607B
30" RCP STM
30" RCP STM
84" RCP STM
96" RCP STM
590
600
610
620
630
590
600
610
620
630
608+00 609+00 610+00 611+00 612+00
291 LF 96" RCP STM @ 0.10%
EXISTING GROUND
51 LF 84" RCP STM @ 0.15%
INV = 609.60
INV = 608.15
MH
- 60
6
ST
A 608+
67, 0 LT
MH
- 6
07
ST
A 608
+51, 0
LT
16 LF 84" RCP STM @ 0.12%
42 LF 84" RCP STM @ 0.14%
MH
- 601
ST
A 609+
09
, 0 LT
SCALE
DESIGNED
DRAWN
CHECKED
WARNING
10
REV DATE BY DESCRIPTION
IF THIS BAR DOES
NOT MEASURE 1"
THEN DRAWING IS
NOT TO SCALE
1
2
SHEET
WILLOW ROAD STADI PROJECT - CONTRACT XXXX
10504271
VILLAGE OF WINNETKA
510 GREEN BAY ROAD
WINNETKA, ILLINOIS 60093
NOT FOR CONSTRUCTION
PRELIMINARY DESIGN PHASE - APRIL 2015
This document is an interim document and not suitable for
construction. As an interim document, it may contain data
that is potentially inaccurate or incomplete and is not to be
relied upon without the express written consent of the preparer.
BERKELEY AVENUE
J JOHNSON
N STEPINA
PLAN AND PROFILE
M LUH
BEPP-11
AS SHOWN
STORM SEWER STA 608+00 TO STA 612+00
PLAN
PROFILE
0' 5' 10'
VERTICAL SCALE IN FEET
0' 20' 40'
HORIZONTAL SCALE IN FEET
AS
H S
TR
EE
T
GENERAL SHEET NOTES
TEXT FOR KEYNOTE A
TEXT FOR KEYNOTE B
TEXT FOR KEYNOTE C
TEXT FOR KEYNOTE D
SHEET KEYNOTES
BERKELEY AVENUE
SEE SHEET BEPP-13
FOR CONTINUATION
1. CONFLICTS NEAR STA 609+30 WILL BE RESOLVED DURING 60% DESIGN.
MA
TC
HLIN
E 612+
00
MA
TC
HLIN
E 608+
00
613+81612+00
613+00
JC - 1
96" RCP STM
96" T
UN
NE
L S
TM
580
590
600
610
620
630
580
590
600
610
620
630
612+00 613+00 613+81
EXISTING GROUND
150 LF 96" RCP STM @ 0.10%
96" TUNNEL STM
INV = 608.15
INV = 608.01
JC
- 1
ST
A 61
3+
47, 0
R
T
STRUCTURE TABLE
STR. NO.
STRUCTURE
TYPE
STA/
OFFSET
STRUCTURE
DETAILS
COORDINATES
JC - 1 SEE SHEET WIPP-2
SCALE
DESIGNED
DRAWN
CHECKED
WARNING
10
REV DATE BY DESCRIPTION
IF THIS BAR DOES
NOT MEASURE 1"
THEN DRAWING IS
NOT TO SCALE
1
2
SHEET
WILLOW ROAD STADI PROJECT - CONTRACT XXXX
10504271
VILLAGE OF WINNETKA
510 GREEN BAY ROAD
WINNETKA, ILLINOIS 60093
NOT FOR CONSTRUCTION
PRELIMINARY DESIGN PHASE - APRIL 2015
This document is an interim document and not suitable for
construction. As an interim document, it may contain data
that is potentially inaccurate or incomplete and is not to be
relied upon without the express written consent of the preparer.
BERKELEY AVENUE
J JOHNSON
N STEPINA
PLAN AND PROFILE
M LUH
BEPP-12
AS SHOWN
STORM SEWER STA 612+00 TO STA 613+81
PLAN
PROFILE
0' 5' 10'
VERTICAL SCALE IN FEET
0' 20' 40'
HORIZONTAL SCALE IN FEET
WIL
LO
W R
OA
D
GENERAL SHEET NOTES
TEXT FOR NOTE 1
TEXT FOR NOTE 2
TEXT FOR NOTE 3
TEXT FOR NOTE 4
TEXT FOR KEYNOTE A
TEXT FOR KEYNOTE B
TEXT FOR KEYNOTE C
TEXT FOR KEYNOTE D
SHEET KEYNOTES
BERKELEY AVENUE
SEE SHEET WIPP-2
FOR CONTINUATION
MA
TC
HLIN
E 612+
00
620+00 621+00 622+00 623+00 624+00
MH - 601
48" RCP STM
96" R
CP
S
TM
48" RCP STM
HCI - 606B
HCI - 606A
30" RCP STM
30" RCP STM
MH - 606
MH - 607
HCI - 607A
HCI - 607B
30" RCP STM 30" RCP STM
84" R
CP
S
TM
590
600
610
620
630
590
600
610
620
630
620+00 621+00 622+00 623+00 624+00
365 LF 48" RCP STM @ 0.10%
EXISTING GROUND
INV = 612.94
MH
- 601
ST
A 620+
50
, 0 LT
SCALE
DESIGNED
DRAWN
CHECKED
WARNING
10
REV DATE BY DESCRIPTION
IF THIS BAR DOES
NOT MEASURE 1"
THEN DRAWING IS
NOT TO SCALE
1
2
SHEET
WILLOW ROAD STADI PROJECT - CONTRACT XXXX
10504271
VILLAGE OF WINNETKA
510 GREEN BAY ROAD
WINNETKA, ILLINOIS 60093
NOT FOR CONSTRUCTION
PRELIMINARY DESIGN PHASE - APRIL 2015
This document is an interim document and not suitable for
construction. As an interim document, it may contain data
that is potentially inaccurate or incomplete and is not to be
relied upon without the express written consent of the preparer.
ASH STREET
J JOHNSON
N STEPINA
PLAN AND PROFILE
M LUH
BEPP-13
AS SHOWN
STORM SEWER STA 620+00 TO STA 624+00
PLAN
PROFILE
0' 5' 10'
VERTICAL SCALE IN FEET
0' 20' 40'
HORIZONTAL SCALE IN FEET
ASH STREET
GENERAL SHEET NOTES
TEXT FOR NOTE 1
TEXT FOR NOTE 2
TEXT FOR NOTE 3
TEXT FOR NOTE 4
TEXT FOR KEYNOTE A
TEXT FOR KEYNOTE B
TEXT FOR KEYNOTE C
TEXT FOR KEYNOTE D
SHEET KEYNOTES
BE
RK
EL
EY
A
VE
NU
E
SEE SHEET BEPP-11
FOR CONTINUATION
SEE SHEET BEPP-11
FOR CONTINUATION
MA
TC
HLIN
E 624+
00
624+00 625+00 626+00 627+00 628+00
MH - 605
MH - 604
48" RCP STM
HCI - 605A
HCI - 605B
24" RCP STM
24" RCP STM
590
600
610
620
630
590
600
610
620
630
624+00 625+00 626+00 627+00 628+00
MH
- 6
04
ST
A 624
+15, 4
LT
314 LF 48" RCP STM @ 0.11%
MH
- 6
05
ST
A 62
7+
29, 5
L
T
EXISTING GROUND
INV = 612.94
STRUCTURE TABLE
STR. NO.
HCI - 605A
HCI - 605B
MH - 604
MH - 605
STRUCTURE
TYPE
HIGH CAP INLET
12' LONG
HIGH CAP INLET
12' LONG
48" T-BASE
W/ 48" RISER
72" TYPE "A"
STA/
OFFSET
STA: 627+49
OFFSET: -10 LT
STA: 627+49
OFFSET: 6 RT
STA: 624+15
OFFSET: -4 LT
STA: 627+29
OFFSET: -5 LT
STRUCTURE
DETAILS
RIM = 622.00
INV = 616.75 (24" W)
RIM = 622.00
INV = 616.75 (24" NW)
RIM = 621.99
INV = 613.07 (48" E)
INV = 612.95 (48" W)
RIM = 622.00
INV = 616.65 (24" E)
INV = 616.64 (24" SE)
INV = 613.43 (48" W)
COORDINATES
N: 1980436
E: 1143591
N: 1980420
E: 1143591
N: 1980435
E: 1143258
N: 1980432
E: 1143572
SCALE
DESIGNED
DRAWN
CHECKED
WARNING
10
REV DATE BY DESCRIPTION
IF THIS BAR DOES
NOT MEASURE 1"
THEN DRAWING IS
NOT TO SCALE
1
2
SHEET
WILLOW ROAD STADI PROJECT - CONTRACT XXXX
10504271
VILLAGE OF WINNETKA
510 GREEN BAY ROAD
WINNETKA, ILLINOIS 60093
NOT FOR CONSTRUCTION
PRELIMINARY DESIGN PHASE - APRIL 2015
This document is an interim document and not suitable for
construction. As an interim document, it may contain data
that is potentially inaccurate or incomplete and is not to be
relied upon without the express written consent of the preparer.
ASH STREET
J JOHNSON
N STEPINA
PLAN AND PROFILE
M LUH
BEPP-14
AS SHOWN
STORM SEWER STA 624+00 TO STA 628+00
PLAN
PROFILE
0' 5' 10'
VERTICAL SCALE IN FEET
0' 20' 40'
HORIZONTAL SCALE IN FEET
GENERAL SHEET NOTES
TEXT FOR NOTE 1
TEXT FOR NOTE 2
TEXT FOR NOTE 3
TEXT FOR NOTE 4
TEXT FOR KEYNOTE A
TEXT FOR KEYNOTE B
TEXT FOR KEYNOTE C
TEXT FOR KEYNOTE D
SHEET KEYNOTES
ASH STREET
GL
EN
DA
LE
A
VE
NU
E
MA
TC
HLIN
E 624+
00
94+00
95+00
96+00
5
8
0
5
7
6
5
7
7
5
7
8
5
7
9
5
8
1
611
6
1
0
609
5
8
5
5
9
0
5
9
5
6
0
0
6
0
5
6
1
0
5
8
6
5
8
7
5
8
8
5
8
9
5
9
1
5
9
2
5
9
3
5
9
4
5
9
6
5
9
7
5
9
8
5
9
9
6
0
1
6
0
2
6
0
3
6
0
4
6
0
6
6
0
7
6
0
8
6
0
9
611
5
7
5
5
8
2
5
8
4
5
8
3
612
540
550
560
570
580
590
600
610
620
630
94+00 95+00 96+00 96+50
STA. 96+20.90
EL 564.37
ST
A. 9
5+
77.00
EL
57
4.0
0
ST
A. 9
5+
30.00
EL
57
4.0
0
ST
A. 9
5+
05.00
EL
57
4.0
0
EL 605.00
EL 584.00
EL 581.00
MAX EL 582.00
EL 579.00
MIN EL 576.00
EL 574.00
EL 594.00
EL 596.00
540
550
560
570
580
590
600
610
620
630
93+30
PROFILE
0' 10' 20'
SCALE IN FEET
SCALE
DESIGNED
DRAWN
CHECKED
WARNING
10
REV DATE BY DESCRIPTION
IF THIS BAR DOES
NOT MEASURE 1"
THEN DRAWING IS
NOT TO SCALE
1
2
SHEET
WILLOW ROAD STADI PROJECT - CONTRACT XXXX
10504271
VILLAGE OF WINNETKA
510 GREEN BAY ROAD
WINNETKA, ILLINOIS 60093
NOT FOR CONSTRUCTION
PRELIMINARY DESIGN PHASE - MARCH 2015
This document is an interim document and not suitable for
construction. As an interim document, it may contain data
that is potentially inaccurate or incomplete and is not to be
relied upon without the express written consent of the preparer.
LAKE MICHIGAN OUTFALL
W MOORE
CIVIL
V BHOSALE
C-10
1"=10'
PLAN AND SECTION
PLAN
8'
1'
8' 4' 51' 21' 43.9'
32'
4'
2'
HATCH
CHUTE BLOCKS
CHUTE BLOCKS
8'
5'
GATE SHAFT
SLIDE GATE (8'x8')
ENERGY DISSIPATION
SPILLWAY
96"Ø
SHEET PILE
9
'
TO BE DEMOLISHED
1
'
3
'
EX GRADE
END OF TUNNEL
8'
8'
4' DIA
ACCESS
(TYP)
38'50'
1'
50'
1'1'
10'
TREATED WATER
DISCHARGE
PAA CONTACT
CHAMBER (50'X25')
STORM WATER
FILTRATION
CHAMBER (50'X25')
PAA FEED LINE
PUMP STATION/EQUIP
CHAMBER