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