2022.11.07_Lakewood_Manor_Utility_Improvements_r.pdf

PDF 25 MB Posted Dec 2, 2022

Attached to: Richton Park IL Phase 2 Stormwater Improvements - Section 219 Federal contract opportunity
Solicitation number: W912P6-23-B-0002
Issued by: Department of the Army Corps of Engineers Engineering District Chicago

About this file

Written by GovTribe AI · Dec 27, 2023

This notice solicits bids for a construction project in Richton Park, Illinois. The United States Army Corps of Engineers - Chicago District will repair culverts and address water main breaks as needed. Bids are due January 4, 2023. This is a small business set-aside for North American Industry Classification System code 237110 with a size standard of $39.5 million. The construction cost is estimated between $1 and $5 million. Interested parties must download specifications in PDF format and register in the System for Award Management. Inquiries should be directed to Casimir Brzozowiec at the provided contact information.

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Other files for this federal contract opportunity

Other files attached to Richton Park IL Phase 2 Stormwater Improvements - Section 219, newest first.
File	Type	Posted
Abstract Summary of Bids - Richton Park 20230124.pdf	PDF	Jan 25, 2023
W912P623B00020003 Stormwater Improvements_Richton Park.pdf	PDF	Jan 6, 2023
W912P623B00020002 Stormwater Improvements_Richton Park.pdf	PDF	Dec 19, 2022
W912P623B00020001 Stormwater Improvements_Richton Park.pdf	PDF	Dec 15, 2022
W912P623B0002 Stormwater Improvements_Richton Park IL_219.pdf	PDF	Dec 2, 2022

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Digging in Chicago

ILLINOIS

ONE-CALL SYSTEM

Contact

DIGGERS HOTLINE

800-892-0123

312-744-7000 Know what'sbelow.

before you dig.Call

PROJECT LOCATION MAP

1" = 400'

STATE LOCATION MAP

STATE OF ILLINOIS

COOK COUNTY, IL

LAKEWOOD MANOR UTILITY IMPROVEMENTS

VILLAGE OF RICHTON PARK

LAKESHORE DRIVE

CULVERT

REPLACEMENT

LOCATION (OPTION 1)

C R

O N

K D

2 3 4 5 6 7 8 9 10

A SHEET ID

D R

B Y:

C H

D B

B Y:

E D

N O

1, SO

N O

-B -0

C O

N O

U .S

. A R

M Y

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O , I

SOLICITATION NO.:

W912P6-23-B-0002

CONTRACT NO.:

ISSUE DATE:

NOVEMBER 11, 2022

G-001

C O

V E

R S

H E

E T

PROJECT

LOCATION

COOK COUNTY

LAKESHORE DRIVE

WATERMAIN

REPLACEMENT

LOCATION

(OPTIONS 3 THROUGH 6)

IMPERIAL

DRIVE

CULVERT

REPLACEMENT

LOCATION

(OPTION 2)

AMY DRIVE CULVERT

REPLACEMENT

LOCATION

(BASE BID)

SHEET INDEX

SHEET NO. SHEET NAME

G-001 COVER SHEET

G-002 GENERAL NOTES

G-003 MWRD GENERAL NOTES

G-004 QUANTITIES

C-001 REAL ESTATE DRAWING (WATERMAIN REPLACEMENT)

C-002 REAL ESTATE DRAWING (CULVERT REPLACEMENT)

C-003 CULVERT ALIGNMENT DATA

C-004 TYPICAL SECTIONS - EXISTING CULVERTS

C-005 TYPICAL SECTIONS - PROPOSED CULVERTS

C-006 TYPICAL SECTIONS - WATERMAIN (OPTIONS 3 THROUGH 6)

C-007 AMY DRIVE CULVERT - REMOVAL (BASE BID)

C-008 LAKESHORE DRIVE CULVERT - REMOVAL (OPTION 1)

C-009 IMPERIAL DRIVE CULVERT - REMOVAL (OPTION 2)

C-010 AMY DRIVE CULVERT - PROPOSED (BASE BID)

C-011 LAKESHORE DRIVE CULVERT - PROPOSED (OPTION 1)

C-012 IMPERIAL DRIVE CULVERT - PROPOSED (OPTION 2)

C-013 AMY DRIVE - SWPPP AND LANDSCAPE RESTORATION (BASE BID)

C-014 LAKESHORE - SWPPP AND LANDSCAPE RESTORATION (OPTION 1)

C-015 IMPERIAL DRIVE - SWPPP AND LANDSCAPE RESTORATION (OPTION 2)

C-016 LAKESHORE DRIVE WATERMAIN (OPTIONS 3 AND 4)

C-017 LAKESHORE DRIVE WATERMAIN (OPTIONS 4 AND 5)

C-018 LAKESHORE DRIVE WATERMAIN (OPTIONS 5 AND 6)

C-019 LAKESHORE DRIVE WATERMAIN (OPTION 6)

C-020 LAKESHORE WM SWPPP & RESTORATION (OPTIONS 3 THROUGH 5)

C-021 LAKESHORE WM SWPPP & RESTORATION (OPTIONS 5 AND 6)

C-022 DETAILS - 1

C-023 DETAILS - 2

C-024 DETAILS - 3

C-025 DETAILS - 4

C-026 DETAILS - 5

C-027 DETAILS - 6

C-028 DETAILS - 7

C-029 DETAILS - 8

C-030 CULVERT END SECTION DETAIL - 1

C-031 CULVERT END SECTION DETAIL - 2

C-032 CULVERT END SECTION DETAIL - 3

C-033 CULVERT END SECTION DETAIL - 4

DRAINAGE CERTIFICATION:

THE DEVELOPMENT WILL NOT

INCREASE ELEVATIONS OR

DECREASE FLOOD CONVEYANCE

CAPACITY UPSTREAM OR

DOWNSTREAM OF THE PROPERTY

HOLDING.

BUTTERFIELD CREEK

EAST BRANCH

TRIBUTARY A

BUTTERFIELD CREEK

EAST BRANCH

TRIBUTARY

PREPARED BY:

CLARK DIETZ, INC

1815 S. MEYERS ROAD, SUITE 470

OAKBROOK TERRACE, IL 60181

ENGINEER DATE

CHRISTOPHER GUTKOWSKI, PE 11/07/22

ILLINOIS REGISTRATION NO. 062-062167

EXPIRATION DATE: 11/30/23

GENERAL NOTES

C R

O N

K D

2 3 4 5 6 7 8 9 10

A SHEET ID

D R

B Y:

C H

D B

B Y:

E D

N O

1, SO

N O

-B -0

C O

N O

U .S

. A R

M Y

C O

O F

R S

C H

O D

C H

O , I

ANTENNA

CATTLE

PASS

LIFT

STATION

PUMP

RISER

_T _ N

_ E_ R

SEPTIC

TANK

SEPTIC

VENT

TANK

VENT

CTV

SPRINKLER CONTROL BOX

YARD LIGHT

TRANSFORMER BOX

STREET LIGHT

POWER POLE W/TRANSFORMER & LIGHT

POWER POLE W/TRANSFORMER

POWER POLE WITH LIGHT

POWER POLE

PARKING LOT LIGHT SINGLE

PARKING LOT LIGHT DOUBLE

ORNAMENTAL STREET LIGHT

HANDHOLE

FLOOD LIGHT

ELECTRIC PEDESTAL

ELECTRIC MANHOLE

ELECTRIC METER

ELECTRIC BOX

WATER VALVE

WATER MANHOLE

WATER METER

WELL

WATER SERVICE BOX

FLUSH OUT HYDRANT

FIRE HYDRANT

TELEPHONE PEDESTAL PAY PHONE

TELEPHONE PEDESTAL

TELEPHONE MANHOLE

TELEPHONE POLE

TELEPHONE BOOTH

TELEPHONE BOX

SATELLITE DISH

CABLE TV PEDESTAL

SECTION CORNER

RIGHT-OF-WAY MARKER

QUARTER CORNER

TRAVERSE POINT

PK NAIL

MONUMENT

DATA COLLECTION POINT

CHISLED X

BENCHMARK

STORM MANHOLE

INLET AT CURB

END SECTION CONCRETE

DOWNSPOUT

CATCH BASIN SQUARE

CATCH BASIN

END SECTION METAL

SEPTIC TANK VENT

SEPTIC TANK

SANITARY MANHOLE

LIFT STATION

CLEANOUT

RAILROAD CROSSBUCK

RAILROAD CROSSING GATE

RAILROAD FLASHING SIGNAL

REFLECTIVE PAVEMENT MARKER 2 WAY

REFLECTIVE PAVEMENT MARKER 1 WAY

GAS VENT PIPE

GAS VALVE

GAS REGULATOR

GAS METER

GAS SERVICE BOX

SPRINKLER HEAD

DRAINAGE MARKER

DELINEATOR

CATTLE PASS

BOLLARD

ANTENNA

AIR CONDITIONER

SOIL BORING

CORES IN PAVEMENT

TRAFFIC SIGNAL PED. PUSH BUTTON

TRAFFIC SIGNAL PED. SIGNAL HEAD

TRAFFIC SIGNAL POST 3 WAY

TRAFFIC SIGNAL POST 2 WAYTRAFFIC SIGNAL POST 1 WAY

TRAFFIC SIGNAL MAST ARM

STRAIN POLE

JUNCTION BOX

VENT PIPE

VALVE UNKNOWN

UTILITY WARNING SIGN

UTILITY RISER AT POLE

PUMP

MANHOLE

METER UNKNOWN

INSPECTION WELL

STUMP

DECIDUOUS TREE

CONIFEROUS TREE

BUSH

TRAFFIC SIGN

STREET SIGN

PRIVATE SIGN POST

WITNESS CORNER

FOUND/PLACE CHIS "X"

IRON PIN FOUND

GATE POST

TANK

POST OR MISC. POLE

PARKING METER

PILLAR

PARKING BLOCK

MAILBOX

GUY WIRE

FLAG POLE

SYMBOL LEGEND

TRAFFIC SIGNAL CONTROLLER

GAS TANK FILLER CAP

GUY POLE

SPIGOT WATER SPIGOT

CABLE TV (FIBER OPTIC) LINE

CABLE TV LINE

BREAK

PROPOSED ACCESS CONTROL

EXISTING ACCESS CONTROL

PROPERTY LINE

PM CROSSWALK

PERMANENT EASEMENT

SANITARY LATERAL

KEYWAY

HEDGE LINE

HEATED WATER

PROPOSED HAND RAIL

EXISTING HAND RAIL

PROPOSED GUARD RAIL

EXISTING GUARD RAIL

GAS (SIZE)

EXISTING FLOW LINE

FIBER OPTIC LINE

FENCE

OVERHEAD ELECTRIC LINE

ELECTRIC CONDUIT

DITCH RIGHT (PROFILE)

DITCH LEFT (PROFILE)

COMMUNICATION LINE

OVERHEAD CABLE TV LINE

CATV

CATV(FO)

OHCATV

COM

OHE

UGE

X X X

G 12''

LAT LAT LAT

REVERSE SLOPE

REMOVAL - 2

REMOVAL - 1

RAW WATER LINE (SIZE)

RAIL ROAD TRACKS

WATER IRRIGATION LINE

WATER LINE (SIZE)

UNDERDRAIN LINE

TREE LINE

PROPOSED TOP/BOTTOM OF SLOPE

EXISTING TOP/BOTTOM OF SLOPE

TEMPORARY TREE EASEMENT

TEMPORARY CONSTRUCTION EASEMENT - 2

TEMPORARY CONSTRUCTION EASEMENT - 1

UNDERGROUND TELEPHONE

OVERHEAD TELEPHONE

UNDERGROUND TELEPHONE (FIBER OPTIC)

OVERHEAD TELEPHONE (FIBER OPTIC)

STORM LINE (WATER MAIN QUALITY)

STORM EXISTING

STAGE CONSTRUCTION JOINT

SILT FENCE

SHEET PILING

SECTION LINE

SANITARY PIPE

SANITARY FORCE MAIN

RW 24''

X X X X X X X X X X X X X X X X X X X X X X X X X X X X

OHT(FO)

UGT(FO)

OHT

UGT

W 10''

IRRW

UNDERGROUND ELECTRIC LINE

PROPOSED RIGHT-OF-WAY

EXISTING RIGHT-OF-WAY

STORM PROPOSED

COMBINATION SEWER PIPE

CONSTRUCTION LIMITS

G-002

G E

N E

R A

L N

WATER SERVICE NOT

LOCATED;

CONTRACTOR TO

FIELD LOCATE

CREEK CENTERLINE

EDGE OF CREEK

DND DO NOT DISTURB

CONSTRUCTION SEQUENCING AND TRAFFIC CONTROL

NOTES

C R

O N

K D

2 3 4 5 6 7 8 9 10

A SHEET ID

D R

B Y:

C H

D B

B Y:

E D

N O

1, SO

N O

-B -0

C O

N O

U .S

. A R

M Y

C O

O F

R S

C H

O D

C H

O , I

G-003

M W

R D

G E

N E

R A

L N

RICHTON

PARK

RICHTON PARK

C R

O N

K D

2 3 4 5 6 7 8 9 10

A SHEET ID

D R

B Y:

C H

D B

B Y:

E D

N O

1, SO

N O

-B -0

C O

N O

U .S

. A R

M Y

C O

O F

R S

C H

O D

C H

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G-004

Q U

A N

E S

OPTIONS 3 THROUGH 6 - LAKESHORE DRIVE WATER MAIN

OPTION 3

Bid Item # Description Qty U/M

.. 04 A A LANDSCAPE AND TURF RESTORATION - OPTION 3 1 JOB

00 04 A B PAVEMENT RESTORATION - OPTION 3 1 JOB

00 04 A C ABANDON EXISTING WATER MAIN - OPTION 3 1 JOB

00 04 A D 6-INCH C900 PVC WATER MAIN (OPEN-CUT) 21 FOOT

00 04 A E 8-INCH C900 PVC WATER MAIN (OPEN-CUT) 399 FOOT

00 04 A F 10-INCH C900 PVC WATER MAIN (OPEN-CUT) 28 FOOT

00 04 A G 12-INCH C900 PVC WATER MAIN (OPEN-CUT) 105 FOOT

00 04 A H FIRE HYDRANT ASSEMBLY 2 EACH

00 04 A I WATER SERVICE RE-CONNECTION, LONG 5 EACH

00 04 A J WATER SERVICE RE-CONNECTION, SHORT 1 EACH

00 04 A K CONNECT TO EXISTING WATER MAIN, 6-INCH 2 EACH

00 04 A L CONNECT TO EXISTING WATER MAIN, 8-INCH 1 EACH

00 04 A M CONNECT TO EXISTING WATER MAIN, 10-INCH 1 EACH

00 04 A N CONNECT TO EXISTING WATER MAIN, 12-INCH 1 EACH

00 04 A O GATE VALVE, 8-INCH WITH VALVE BOX 4 EACH

00 04 A P GATE VALVE, 12-INCH WITH VALVE BOX 3 EACH

OPTION 4

Bid Item # Description Qty U/M

00 05 A A LANDSCAPE AND TURF RESTORATION - OPTION 4 1 JOB

00 05 A B PAVEMENT RESTORATION - OPTION 4 1 JOB

00 05 A C ABANDON EXISTING WATER MAIN - OPTION 4 1 JOB

00 05 A D 8-INCH C900 PVC WATER MAIN (OPEN-CUT) 429 FOOT

00 05 A E FIRE HYDRANT ASSEMBLY 2 EACH

00 05 A F WATER SERVICE RE-CONNECTION, LONG 5 EACH

00 05 A G WATER SERVICE RE-CONNECTION, SHORT 6 EACH

00 05 A H GATE VALVE, 8-INCH WITH VALVE BOX 1 EACH

00 05 A I REMOVE AND REPLACE 24" STORM SEWER WITH 24" WMQ PIPE 16 FOOT

OPTION 5

Bid Item # Description Qty U/M

00 06 A A LANDSCAPE AND TURF RESTORATION - OPTION 5 1 JOB

00 06 A B PAVEMENT RESTORATION - OPTION 5 1 JOB

00 06 A C ABANDON EXISTING WATER MAIN - OPTION 5 1 JOB

00 06 A D 8-INCH C900 PVC WATER MAIN (OPEN-CUT) 553 FOOT

00 06 A E FIRE HYDRANT ASSEMBLY 2 EACH

00 06 A F WATER SERVICE RE-CONNECTION, LONG 9 EACH

00 06 A G WATER SERVICE RE-CONNECTION, SHORT 7 EACH

00 06 A H GATE VALVE, 8-INCH WITH VALVE BOX 1 EACH

00 06 A I REMOVE AND REPLACE 12" STORM SEWER WITH 12" WMQ PIPE 17 FOOT

OPTION 6

Bid Item # Description Qty U/M

00 07 A A LANDSCAPE AND TURF RESTORATION - OPTION 6 1 JOB

00 07 A B PAVEMENT RESTORATION - OPTION 6 1 JOB

00 07 A C ABANDON EXISTING WATER MAIN - OPTION 6 1 JOB

00 07 A D 6-INCH C900 PVC WATER MAIN (OPEN-CUT) 43 FOOT

00 07 A E 8-INCH C900 PVC WATER MAIN (OPEN-CUT) 337 FOOT

00 07 A F FIRE HYDRANT ASSEMBLY 1 EACH

00 07 A G WATER SERVICE RE-CONNECTION, LONG 5 EACH

00 07 A H WATER SERVICE RE-CONNECTION, SHORT 4 EACH

00 07 A I CONNECT TO EXISTING WATER MAIN, 6-INCH 1 EACH

00 07 A J GATE VALVE, 8-INCH WITH VALVE BOX 3 EACH

00 07 A K REMOVE AND REPLACE 12" STORM SEWER WITH 12" WMQ PIPE 63 FOOT

BASE BID - AMY DRIVE CULVERT

Bid Item # Description Qty U/M

00 01 A A LANDSCAPE AND TURF RESTORATION - BASE BID 1 JOB

00 01 A B PAVEMENT RESTORATION - BASE BID 1 JOB

00 01 A C BOX CULVERT END SECTIONS, CULVERT NO. 1 2 EACH

00 01 A D PRECAST CONCRETE BOX CULVERTS 6' X 3' 67 FOOT

00 01 A E STORM SEWERS, 18" 10 FOOT

00 01 A F STRUCTURE TO BE ADJUSTED 1 EACH

OPTION 1 - LAKESHORE DRIVE CULVERT

Bid Item # Description Qty U/M

00 02 A A LANDSCAPE AND TURF RESTORATION - OPTION 1 1 JOB

00 02 A B PAVEMENT RESTORATION - OPTION 1 1 JOB

00 02 A C BOX CULVERT END SECTIONS, CULVERT NO. 2 2 EACH

00 02 A D PRECAST CONCRETE BOX CULVERTS 8' X 5' 130 FOOT

00 02 A E STORM SEWERS, 15" 16 FOOT

00 02 A F STRUCTURE TO BE ADJUSTED 2 EACH

OPTION 2 - IMPERIAL DRIVE CULVERT

Bid Item # Description Qty U/M

00 03 A A LANDSCAPE AND TURF RESTORATION - OPTION 2 1 JOB

00 03 A B PAVEMENT RESTORATION - OPTION 2 1 JOB

00 03 A C BOX CULVERT END SECTIONS, CULVERT NO. 3 2 EACH

00 03 A D PRECAST CONCRETE BOX CULVERTS 6' X 3' 62 FOOT

00 03 A E STORM SEWERS, 12" 10 FOOT

00 03 A F STRUCTURE TO BE ADJUSTED 1 EACH

45 44 43 42 41 40 39 38

37 36

1716151413

12111098

60'

66'

C R

O N

K D

2 3 4 5 6 7 8 9 10

A SHEET ID

D R

B Y:

C H

D B

B Y:

E D

N O

1, SO

N O

-B -0

C O

N O

U .S

. A R

M Y

C O

O F

R S

C H

O D

C H

O , I

C-001

R E

A L

E S

D R

A W

(W A

M A

E P

E M

E N

160'0' 80'

WATERMAIN REPLACEMENT CONSTRUCTION AREA = 2.49 ACRES

LEGEND

PERIAL DRIVE

LAKESHORE DRIVE

MISSION DRIVE

ISSIO

N DRIVE

58 57

51 52

30'

60'

30'

C R

O N

K D

2 3 4 5 6 7 8 9 10

A SHEET ID

D R

B Y:

C H

D B

B Y:

E D

N O

1, SO

N O

-B -0

C O

N O

U .S

. A R

M Y

C O

O F

R S

C H

O D

C H

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C-002

R E

A L

E S

D R

A W

(C U

R T

R E

C E

M E

N T)

IMPERIAL DRIVE CULVERT REPLACEMENT AMY DRIVE CULVERT REPLACEMENT LAKESHORE DRIVE CULVERT REPLACEMENT

120'0' 60'

CULVERT REPLACEMENT CONSTRUCTION AREA

IMPERIAL DRIVE = 0.17 ACRES

AMY DRIVE = 0.17 ACRES

LAKESHORE DRIVE = 0.17 ACRES

TOTAL = 0.51 ACRES

LEGEND

IMPERIAL DRIVE

ARQUILLA DRIVE

Y DRIVE

MONTEREY DRIVE

ESH

R E D

IVE10' DRAINAGE &

PUBLIC UTILITY

EASEMENT

10' DRAINAGE &

PUBLIC UTILITY

EASEMENT

10' DRAINAGE &

PUBLIC UTILITY

EASEMENT

10' DRAINAGE &

PUBLIC UTILITY

EASEMENT

10' DRAINAGE &

PUBLIC UTILITY

EASEMENT

10' DRAINAGE &

PUBLIC UTILITY

EASEMENT

PROPOSED 20'X30'

TEMPORARY USE

EASEMENT

XXXXX

5/8-HLRCAP

CONC

HMA

X X

W 12'' W 12'' W 12'' W 12'' W 12''

22552

CONC

HMA

BFE

N ail

9.3

N ail

8.8

N ail

0.3

6 PK

N ail

0.8

CUT "SQUARE" ON

HEADWALL

ELEV.=730.06

30+00 31+00 31+64 N31° 24' 59"W N35° 31' 38"W

30+00.00 N=1753419.15 E=1147286.90

30+66.94 N=1753476.28 E=1147252.01

31+64.00 N=1753555.27 E=1147195.61

HLRCAP

HMA

CONC

W 8''

W 8'' W 8''W 8''

W 8'' W 8''

W 8''

52095203

CONC

BFE

PK Nail

141734.01

PK Nail

142733.50

PK Nail

235733.42

PK Nail

236733.86

CUT "X" & "SQUARE" ON W

END OF N HEADWALL

ELEV.=734.64

40+00 41+00 41+85 40+00.00 N=1752774.36 E=1146344.47

40+72.25 N=1752805.94 E=1146279.48 41+47.84

N=1752842.95 E=1146213.58

41+85.00 N=1752857.63 E=1146179.44

N64° 05' 06"W N60° 40' 48"W N66° 43' 47"W

18X3

4X8

3X18

1010X2

4X4

12X3 2X6

4X6

HMA

W 10''

W 10'' W 10'' W 10''

W 10''

22756 22744

22757

BFE

PK Nail 730.21

PK Nail 730.42

PK Nail 730.17

PK Nail 730.50

BM.#618

VERTICAL CONTROL STATION

ELEV.=731.13

50+00 51+00

51+73

50+00.00 N=1751995.19 E=1147798.04

50+33.74 N=1752028.88 E=1147799.97

50+76.40 N=1752070.93 E=1147807.14

51+73.00 N=1752164.50 E=1147830.52

51+29.67 N=1752121.87 E=1147822.73

N03° 17' 06"E N09° 40' 06"E

N17° 00' 58"E N10° 21' 11"E

C R

O N

K D

2 3 4 5 6 7 8 9 10

A SHEET ID

D R

B Y:

C H

D B

B Y:

E D

N O

1, SO

N O

-B -0

C O

N O

U .S

. A R

M Y

C O

O F

R S

C H

O D

C H

O , I

SET IR

N: 1753603.993 E: 1147186.097

EL: 730.750

SET IR

N: 1753388.727 E: 1147320.692

EL: 729.327

AMY DRIVE

40'0' 20'

IMPERIAL DRIVE

LAKESHORE DRIVE

SET IR

N: 1752867.630 E: 1146097.568

EL: 734.005

SET IR

N: 1752741.551 E: 1146388.200

EL: 733.642

SET IR

N: 1751937.047 E: 1147780.261

EL: 730.997 SET IR

N: 1752207.966 E: 1147847.962

EL: 730.661

C-003

C U

R T

G N

M E

N T

D A

C R

O N

K D

2 3 4 5 6 7 8 9 10

A SHEET ID

D R

B Y:

C H

D B

B Y:

E D

N O

1, SO

N O

-B -0

C O

N O

U .S

. A R

M Y

C O

O F

R S

C H

O D

C H

O , I

C-004

L S

E C

N S

G C

E R

LEGEND

EXISTING TYPICAL CROSS SECTION - CULVERT

CULVERT REPLACEMENT SECTIONS

EXISTING ℄

2% TO 5% 2% TO 5%

X & Y: 30.0' Z: 33.0'

X & Y: 15' Z: 18.5'

X & Y: 10' & VARIES

Z: 14.5' & VARIES5'

EXISTING ℄

2% TO 5% 2% TO 5%

SIDEWALK REMOVAL A,C

CURB AND GUTTER REMOVAL A,C

PAVEMENT REMOVAL A,C

EARTH EXCAVATION B

HOT-MIX ASPHALT SURFACE REMOVAL, 1.5" A

A = ALL PAVEMENT REMOVALS ARE

INCIDENTAL TO THE PAVEMENT

RESTORATION PAY ITEM. REMOVE TO

LIMITS SHOWN ON PLANS.

B = EARTH EXCAVATION IS INCIDENTAL TO

ALL SANITARY, STORM, AND WATER

UTILITY INSTALLATIONS AND THE

LANDSCAPE RESTORATION PAY ITEM.

C = EXCAVATE 4-INCHES BELOW CURB AND

GUTTER AND SIDEWALK PAVEMENT

(8-INCHES FOR STREET PAVEMENT) IF

SUFFICIENT STONE MATERIAL DOES NOT

EXIST.

X = AMY DRIVE (BASE BID)

Y = IMPERIAL DRIVE (OPTION 2)

Z = LAKESHORE DRIVE (OPTION 1)

REMOVAL OF EXISTING HEADWALLS, CULVERT PIPING, AND FENCING IS

INCIDENTAL TO THE INSTALLATION OF THE CONCRETE BOX CULVERTS

AND HEADWALLS.

0.5'

EXISTING TYPICAL CROSS SECTION - CULVERT

MILL AND OVERLAY SECTIONS

REMOVAL OF EXISTING HEADWALLS, CULVERT PIPING, AND FENCING IS

INCIDENTAL TO THE INSTALLATION OF THE CONCRETE BOX CULVERTS

AND HEADWALLS.

X & Y: 15' Z: 18.5'

X & Y: 10' & VARIES

Z: 14.5' & VARIES

X & Y: 30.0' Z: 33.0'

X & Y: 15' Z: 18.5'

X & Y: 10' & VARIES

Z: 14.5' & VARIES5'

X & Y: 15' Z: 18.5'

X & Y: 10' & VARIES

Z: 14.5' & VARIES

EX. SIDEWALK EX. CURB AND GUTTER EX. SIDEWALKEX. CURB AND GUTTER

EX. HMA PAVEMENT

EX. AGG. BASE COURSE

EX. SIDEWALK EX. CURB AND GUTTER EX. SIDEWALKEX. CURB AND GUTTER

EX. HMA PAVEMENT

EX. AGG. BASE COURSE

O W

EXISTING ℄

2% TO 5% 2% TO 5%

TOPSOIL FURNISH AND PLACE, 4"; SEEDING

CLASS 1; EROSION CONTROL BLANKET 1

SUBBASE GRANULAR MATERIAL, TYPE B 2

BACKFILL WITH APPROVED ON-SITE MATERIALS

WHEN NOT UNDER OR WITHIN 2-FEET OF

PAVEMENT 2

POROUS GRANULAR MATERIAL (CA-7 STONE

ONLY) 2 - INSTALL MATERIAL A MINIMUM 2-FEET

BEYOND BOX CULVERT OUTER WIDTH LIMITS.

1 = ALL TURF RESTORATION PAID UNDER

LANDSCAPE AND TURF RESTORATION.

2 = ALL GRANULAR (AND NATIVE) TRENCH

BACKFILL AND BASE COURSES ARE

INCIDENTAL TO THE UTILITY AND

PAVEMENT RESTORATION PAY ITEMS.

3 = PAID UNDER PAVEMENT RESTORATION

PAY ITEM.

4 = INSTALL 4-INCHES OF CA-6 STONE UNDER

CURB AND GUTTER AND SIDEWALKS

(8-INCHES FOR HMA PAVEMENT) IF

SUFFICIENT STONE MATERIAL DOES NOT

EXIST.

X = AMY DRIVE (BASE BID)

Y = IMPERIAL DRIVE (OPTION 2)

Z = LAKESHORE DRIVE (OPTION 1)

PRECAST CONCRETE BOX CULVERTS

AMY DRIVE & IMPERIAL DRIVE = 6'W X 3'H

LAKESHORE DRIVE = 8'W X 5'H

2% TO 5% 2% TO 5%

PROPOSED TYPICAL CROSS SECTION - CULVERT

MILL AND OVERLAY SECTIONS

8" 8"

PCC SIDEWALK, 5" 3

(6" THICK IF OVER DRIVEWAY)

COMBINATION CURB AND

GUTTER, TYPE M-4.12 3

PCC SIDEWALK, 5" 3

(6" THICK IF OVER DRIVEWAY) COMBINATION CURB AND

GUTTER, TYPE M-4.12 3

PCC SIDEWALK, 5" 3,4

(6" THICK IF OVER DRIVEWAY)

COMBINATION CURB AND

GUTTER, TYPE M-4.12 3,4

8" CONCRETE PATCH 3,4

HOT-MIX ASPHALT SURFACE COURSE, 1.5"

(IL 9.5, MIX "D", N50) 3

PCC SIDEWALK, 5" 3,4

(6" THICK IF OVER DRIVEWAY)

COMBINATION CURB AND

GUTTER, TYPE M-4.12 3,4

8" CONCRETE PATCH 3,4

TACK COAT 3

C R

O N

K D

2 3 4 5 6 7 8 9 10

A SHEET ID

D R

B Y:

C H

D B

B Y:

E D

N O

1, SO

N O

-B -0

C O

N O

U .S

. A R

M Y

C O

O F

R S

C H

O D

C H

O , I

C-005

L S

E C

N S

R O

P O

S E

D C

E R

LEGEND

PROPOSED TYPICAL CROSS SECTION - CULVERT

CULVERT REPLACEMENT SECTIONS

BOX CULVERT END SECTIONS

(SEE DETAILS)

BOX CULVERT END SECTIONS

(SEE DETAILS)

HOT-MIX ASPHALT SURFACE COURSE, 1.5"

(IL 9.5, MIX "D", N50) 3

HOT-MIX ASPHALT BINDER COURSE, 4.5"

(IL 19.0, N50) 3

TACK COAT 3

EXISTING ℄

X & Y: 30.0' Z: 33.0'

X & Y: 15' Z: 18.5'

X & Y: 10' & VARIES

Z: 14.5' & VARIES5'

X & Y: 15' Z: 18.5'

X & Y: 10' & VARIES

Z: 14.5' & VARIES

X & Y: 30.0' Z: 33.0'

X & Y: 15' Z: 18.5'

X & Y: 10' & VARIES

Z: 14.5' & VARIES5'

X & Y: 15' Z: 18.5'

X & Y: 10' & VARIES

Z: 14.5' & VARIES

O W

CHAIN LINK FENCE, 4'

(INCIDENTAL TO BOX

CULVERT END SECTION)

CHAIN LINK FENCE, 4'

(INCIDENTAL TO BOX

CULVERT END SECTION)

C R

O N

K D

2 3 4 5 6 7 8 9 10

A SHEET ID

D R

B Y:

C H

D B

B Y:

E D

N O

1, SO

N O

-B -0

C O

N O

U .S

. A R

M Y

C O

O F

R S

C H

O D

C H

O , I

C-006

L S

E C

N S

R M

O N

O U

G H

EXISTING ℄

2% TO 5% 2% TO 5%

30.0'

15'10' & VARIES5'

TYPICAL CROSS SECTION - WATERMAIN

PCC SIDEWALK, 5" 3,4,5

(6" THICK IF OVER DRIVEWAY)

REMOVE AND REPLACE

COMBINATION CURB AND

GUTTER, TYPE M-4.12 3,4,5

HOT-MIX ASPHALT BINDER COURSE, 4.5"

(IL 19.0, N50) 3,4

EX. SIDEWALK

EX. CURB AND GUTTER

2' 2' 2'

30.0'

15' 10' & VARIES 5'

2.5'2.5'2.5'

TACK COAT 3

TOPSOIL FURNISH AND PLACE, 4"; SEEDING

CLASS 1; EROSION CONTROL BLANKET 1

TRENCH BACKFILL (INCIDENTAL TO WATERMAIN

CONSTRUCTION - SEE DETAIL)

1 = ALL TURF RESTORATION PAID UNDER

LANDSCAPE AND TURF RESTORATION.

3 = PAID UNDER PAVEMENT RESTORATION

PAY ITEM.

4 = INSTALL 4-INCHES OF CA-6 STONE UNDER

CURB AND GUTTER AND SIDEWALKS

(8-INCHES FOR HMA PAVEMENT) IF

SUFFICIENT STONE MATERIAL DOES NOT

EXIST.

5 = REMOVE AND REPLACE SIDEWALK, C&G,

AND DRIVEWAY PAVEMENT AS

NECESSARY FOR WATERMAIN AND

SERVICE CONSTRUCTION

LEGEND

PROPOSED WATERMAIN

EX. WATERMAIN

EX. SANITARY SEWER MAIN

HMA SURFACE REMOVAL AND

HOT-MIX ASPHALT SURFACE COURSE, 1.5"

(IL 9.5, MIX "D", N50) 3

EX. DRIVEWAY

O W

X X

6" PVC

6" CM

4X6

10X2

10X310X2

12-6-6

6X5

18X2

3X5 3X4

36X2

3620X2

16X3

TEL

ELEC

XXXXXXXXXXXX

KLAW

ITTER PARK

WARNING SIREN

COMED FLAGS

ELEC. TRANSFORMER

BFE

UGE UGE UGE UGE UGE UGE UGE UGE

U G

E U

G E

U G

E U

G E

U G

UGE UGE

U G

UGEUGEUGEUGEUGEUGEUGEUGE

UGEUGE

U G

E U

G E

U G

X X

48" CATCH BASIN

RIM=728.7

IE=725.3 NE (15")

48" CATCH BASIN

RIM=728.1

IE=724.6 SW (15")

IE=724.6 N (18")

48" MH

RIM=729.9

IE=722.0 NW

IE=722.0 SE

IE=723.8

IE=723.7

IE=723.2

IE=723.0

IE=724.0

10' DRAINAGE & UTILITY EASEMENT

15" STM

" S

EX. CULVERT

(50"X31" CMP)

EX. CULVERT

(50"X31" CMP)

8" S

8" (TYP.)

66'

30'

STA. 31+15.08

20.86' RT.

STA. 31+10.10

20.91' RT. STA. 31+10.23

33.91' RT.

STA. 31+03.31

33.94' RT.

STA. 31+03.04

58.82' RT.

STA. 30+51.27

51.93' RT.

STA. 30+43.02

53.32' RT.

STA. 30+36.72

37.68' RT.

STA. 30+35.42

27.97' RT.

STA. 30+33.63

20.35' RT.

STA. 30+32.98

18.99' LT.

STA. 30+50.35

19.81' LT.

STA. 30+49.58

31.25' LT.

STA. 30+52.55

31.27' LT.STA. 30+50.91

55.10' LT.

STA. 30+94.50

55.67' LT.

STA. 30+93.61

31.30' LT.

STA. 30+99.02

31.27' LT.

STA. 31+15.01

26.28' LT.

STA. 30+99.03

26.03' LT.

STA. 30+66.67

59.65' RT.

X X

LEGEND

20'0' 10'

C R

O N

K D

2 3 4 5 6 7 8 9 10

A SHEET ID

D R

B Y:

C H

D B

B Y:

E D

N O

1, SO

N O

-B -0

C O

N O

U .S

. A R

M Y

C O

O F

R S

C H

O D

C H

O , I

C-007

A M

Y D

E C

E R

R E

M O

V A

L (B

A S

E B

A M

Y D R

IVE

DND

DND EX. FENCE DND

DND

LIMITS OF DISTURBANCE

X X X X X X

PIPE CULVERT REMOVAL (INCLUDES REMOVAL OF

CONCRETE HEADWALL) 4

FENCE REMOVAL 4

TREE TRUNK PROTECTION 3

TREE PRUNING 3

REMOVE AND RELOCATE SIGN SUPPORT WITH SIGN

PANELS 3

MANHOLE TO BE ADJUSTED W NEW FRAME AND

CLOSED LID (INSTALL EXTERNAL CHIMNEY SEAL) -

PAID AS STRUCTURE TO BE ADJUSTED

HMA SURFACE REMOVAL - BUTT JOINT 1

1 = PAID UNDER PAVEMENT RESTORATION PAY

ITEM

2 = INCIDENTAL TO STORM SEWER

INSTALLATION PAY ITEM

3 = PAID UNDER LANDSCAPE AND TURF

RESTORATION PAY ITEM

4 = INCIDENTAL TO BOX CULVERT

INSTALLATION PAY ITEM

HMA SURFACE REMOVAL, 1.5" 1

PAVEMENT REMOVAL' 1

DRIVEWAY PAVEMENT REMOVAL 1

SIDEWALK REMOVAL 1

COMB. CURB AND GUTTER REMOVAL

(SAW CUT 8-INCHES IN FRONT OF CURB) 1

STORM SEWER REMOVAL, 18" 2

AND SANITARY SEWER REMOVAL 8" 4

TREE REMOVAL 3

NOTES:

A. REMOVAL OF BRUSH, WEEDS, AND SMALL

DIAMETER TREES (<2") LOCATED IN THE

AREA OF DISTURBANCE SHALL BE

REMOVED IN ORDER TO FACILITATE THE

CULVERT INSTALLATION IS CONSIDERED

INCIDENTAL TO CULVERT PAY ITEM.

B. SEE SHEET C-004 FOR PAVEMENT

SUBGRADE REMOVAL/EARTH

EXCAVATION NOTES AND DEPTHS.

BUTTERFIELD CREEK EAST BRANCH TRIBUTARY A

18X3

X X

4X8

2X10

12 4

3X18

10X2

4X4

12X3

2X6 4X6 8X3

8X6

X X

22757

X X

BFE

ESH

O R

E D R

IVE

U G

E U

G E

U G

UGE UGE UGE UGE UGE

UGE

UGT

UGT UGT UGT

UGT

UGT UGT

UGT

48" MH

RIM=730.5

IE=719.7 S

IE=719.7 N

48" MH

RIM=730.2

IE=719.2 S

IE=719.2 N

IE=723.0

IE=722.9

IE=722.6IE=722.7

48" CATCH BASIN

RIM=729.6

IE=724.2 E (12")

IE=723.8 NW (15")

48" CATCH BASIN

RIM=729.6

IE=725.1 W (12")

IE=723.8

X X

10' DRAINAGE & UTILITY EASEMENT

" S

12" STM

15" STM

EX. CULVERT

(84" CMP)

EX. CULVERT

(84" CMP)

727 728

8" (TYP.)

60'

STA. 51+36.68

13.51' LT.

STA. 51+33.13

29.28' RT.

STA. 51+24.07

28.84' RT.

STA. 51+29.57

48.36' RT.

STA. 51+22.34

49.85' RT.

STA. 50+92.26

58.83' RT.

STA. 50+84.93

55.22' RT.

STA. 50+72.79

55.45' RT.

STA. 50+68.16

28.13' RT.

STA. 50+57.55

27.51' RT.

STA. 50+57.71

13.26' RT.

STA. 50+48.42

13.29' RT.

STA. 50+47.31

31.33' LT.

STA. 50+58.18

30.76' LT.STA. 50+54.76

50.98' LT.

STA. 50+96.39

61.79' LT.

STA. 51+06.54

28.53' LT.

STA. 51+17.76

28.71' LT.

STA. 51+17.94

17.29' LT.

STA. 51+20.25

17.25' LT.

LEGEND

20'0' 10'

C R

O N

K D

2 3 4 5 6 7 8 9 10

A SHEET ID

D R

B Y:

C H

D B

B Y:

E D

N O

1, SO

N O

-B -0

C O

N O

U .S

. A R

M Y

C O

O F

R S

C H

O D

C H

O , I

C-008

E S

H O

R E

D R

C U

R T

E M

O V

A L

(O P

D1 PIPE CULVERT REMOVAL (INCLUDES REMOVAL

OF CONCRETE HEADWALL) 4

FENCE REMOVAL 4

TREE TRUNK PROTECTION 3

TREE PRUNING 3

TREE ROOT PRUNING 3

STRUCTURE TO BE ADJUSTED - 2 EACH

HMA SURFACE REMOVAL - BUTT JOINT 1

1 = PAID UNDER PAVEMENT RESTORATION

PAY ITEM

2 = INCIDENTAL TO STORM SEWER

INSTALLATION PAY ITEM

3 = PAID UNDER LANDSCAPE AND TURF

RESTORATION PAY ITEM

4 = INCIDENTAL TO BOX CULVERT

INSTALLATION PAY ITEM

X X X X X X

D2 D2

LIMITS OF DISTURBANCE

DND FENCE PERPENDICULAR TO

LAKESHORE DRIVE. ONLY FENCING

PARALLEL TO LAKESHORE DRIVE

SHALL BE REMOVED

D3 D4

D3D4

DND

HMA SURFACE REMOVAL, 1.5" 1

PAVEMENT REMOVAL 1

SIDEWALK REMOVAL 1

COMB. CURB AND GUTTER REMOVAL

(SAW CUT 8-INCHES IN FRONT OF CURB) 1

STORM SEWER REMOVAL, 15" 2

TREE REMOVAL 3

NOTES:

A. REMOVAL OF BRUSH, WEEDS, AND SMALL

DIAMETER TREES (<2") LOCATED IN THE

AREA OF DISTURBANCE SHALL BE

REMOVED IN ORDER TO FACILITATE THE

CULVERT INSTALLATION IS CONSIDERED

INCIDENTAL TO CULVERT PAY ITEM.

B. SEE SHEET C-004 FOR PAVEMENT

SUBGRADE REMOVAL/EARTH

EXCAVATION NOTES AND DEPTHS.

BUTTERFIELD CREEK EAST BRANCH TRIBUTARY

12X6

12X5

W 8''

X X

BFE

BFE BFE

BFE

41+85

G 4'' G 4'' G 4'' G 4'' G 4'' G 4'' G 4''

G 4''

G 2''

X X

IE=728.8

IE=728.6

IE=728.5

IE=728.6

IE=728.5

48" MH

RIM=733.5

IE=724.6 NW

IE=724.6 SE

48" CATCH BASIN

RIM=732.6

IE=729.6 NE (12")

48" CATCH BASIN

RIM=732.8

IE=729.6 SW (12")

IE=729.6 E (12")

10' DRAINAGE & UTILITY EASEMENT

12" STM

" S

EX. CULVERT

(50"X31" CMP)

EX. CULVERT

(50"X31" CMP)

" S

10" SAN

.5' (TYP.)

48" MH

RIM=734.0

IE=723.9 NW

IE=723.9 SW

IE=723.9 SE

8" (TYP.)

30'

60'

STA. 41+20.93

30.86' RT.

STA. 41+34.99

30.65' RT.

STA. 41+20.46

53.30' RT.

STA. 40+67.47

50.84' RT.

STA. 40+69.18

29.67' RT.

STA. 40+59.33

28.89' RT.

STA. 40+60.29

16.42' RT.

STA. 40+47.09

15.54' RT.

STA. 40+46.74

13.53' RT.STA. 40+48.27

18.36' LT.

STA. 40+62.89

17.65' LT.

STA. 40+63.97

30.92' LT.

STA. 40+72.78

57.04' LT.

STA. 41+22.79

57.11' LT. STA. 41+22.21

29.23' LT.

STA. 41+34.19

29.34' LT.

LEGEND

20'0' 10'

C R

O N

K D

2 3 4 5 6 7 8 9 10

A SHEET ID

D R

B Y:

C H

D B

B Y:

E D

N O

1, SO

N O

-B -0

C O

N O

U .S

. A R

M Y

C O

O F

R S

C H

O D

C H

O , I

C-009

E R

D R

C U

R T

E M

O V

A L

(O P

PER

L D

IVE

D2D1

D1 PIPE CULVERT REMOVAL (INCLUDES REMOVAL OF

CONCRETE HEADWALL) 4

FENCE REMOVAL 4

TREE TRUNK PROTECTION 3

TREE PRUNING 3

REMOVE AND RELOCATE SIGN SUPPORT WITH SIGN

PANELS 3

MANHOLE TO BE ADJUSTED W NEW FRAME AND

CLOSED LID (INSTALL EXTERNAL CHIMNEY SEAL) -

PAID AS STRUCTURE TO BE ADJUSTED

TREE ROOT PRUNING 3

HMA SURFACE REMOVAL - BUTT JOINT 1

1 = PAID UNDER PAVEMENT RESTORATION PAY

ITEM

2 = INCIDENTAL TO STORM SEWER

INSTALLATION PAY ITEM

3 = PAID UNDER LANDSCAPE AND TURF

RESTORATION PAY ITEM

4 = INCIDENTAL TO BOX CULVERT

INSTALLATION PAY ITEM

HMA SURFACE REMOVAL, 1.5" 1

PAVEMENT REMOVAL' 1

SIDEWALK REMOVAL 1

COMB. CURB AND GUTTER REMOVAL

(SAW CUT 8-INCHES IN FRONT OF CURB) 1

STORM SEWER REMOVAL, 12" 2

TREE REMOVAL 3

NOTES:

A. REMOVAL OF BRUSH, WEEDS, AND SMALL

DIAMETER TREES (<2") LOCATED IN THE

AREA OF DISTURBANCE SHALL BE

REMOVED IN ORDER TO FACILITATE THE

CULVERT INSTALLATION IS CONSIDERED

INCIDENTAL TO THE CULVERT PAY ITEM.

B. SEE SHEET C-004 FOR PAVEMENT

SUBGRADE REMOVAL/EARTH

EXCAVATION NOTES AND DEPTHS.

LIMITS OF DISTURBANCE

X X X X X X

DND DRIVEWAY

DND

4" GAS MAIN UNABLE TO BE LOCATED BY NICOR

DURING DESIGN PHASE

BUTTERFIELD CREEK EAST BRANCH TRIBUTARY A

48" CATCH BASIN

RIM=728.7

IE=725.3 NE (15")

48" CATCH BASIN

RIM=728.1

IE=724.6 SW (15")

IE=724.6 N (18")

48" MH

RIM=729.9

IE=722.0 NW

IE=722.0 SE

15" STM

" S

8" S

UGE UGE UGE UGE UGE UGE UGE UGE

U G

E U

G E

U G

E U

G E

U G

UGE UGE

U G

UGEUGEUGEUGEUGEUGEUGEUGE

UGEUGE

U G

E U

G E

U G

2' (TYP.)

EL=729.93

(EXIST.)

EL=729.93

(EXIST.)

EL=728.91

(EXIST.)

EL=729.12

(EXIST.)

EL=729.64

(EXIST.)

EL=729.64

(EXIST.)

EL=728.96

(EXIST.)

EL=728.92

(EXIST.)

EL=729.85

(EXIST.)EL=729.71

(EXIST.)

EL=730.20

(EXIST.)

EL=730.16

(EXIST.)

1.5% (TYP.) 1.5% (TYP.)

5' (TYP.)

8" (TYP.)

10' DRAINAGE & UTILITY EASEMENT

66'

30'

STA. 30+79.84

35.46' RT.

STA. 30+80.78

33.38' LT.

X X

2:1

X X

6" PVC

6" CM

4X6

10X2

10X310X2

12-6-6

6X5

18X2

3X5 3X4

36X2

3620X2

16X3

TEL

ELEC

XXXXXXXXXXXX

KLAW

ITTER PARK

WARNING SIREN

COMED FLAGS

ELEC. TRANSFORMER

BFE

LEGEND

20'0' 10'

C R

O N

K D

2 3 4 5 6 7 8 9 10

A SHEET ID

D R

B Y:

C H

D B

B Y:

E D

N O

1, SO

N O

-B -0

C O

N O

U .S

. A R

M Y

C O

O F

R S

C H

O D

C H

O , I

C-010

A M

Y D

E C

E R

P R

O P

O S

E D

A S

E B

A M

Y D R

IVE

DND

DND EX. FENCE

DND

COMBINATION CONCRETE CURB AND GUTTER,

TYPE M-4.12 AND 8" CONCRETE PATCH;

AGGREGATE BASE COURSE, TYPE B 4" (FOR

UNDER CURB)

NOTE: SAW CUT 8-INCHES IN FRONT OF CURB

CHAIN LINK FENCE, 4' (INCIDENTAL TO BOX

CULVERT PAY ITEM) - INSTALL W/ 8' POST

SPACING (MAX)

WATERMAIN RELOCATION (SEE WATERMAIN

RELOCATION NOTE BELOW)

PRECAST CONCRETE BOX CULVERTS 6'W X 3'H

(SEE SHEET C-005) - 67 LF

BOX CULVERT END SECTIONS, CULVERT NO. 1 - 2

EACH (SEE SHEET C-030)

STORM SEWERS, 18-INCH - 10 LF (CONNECTION

INTO HEADWALL INCLUDED IN HEADWALL PAY

ITEM). SEE SPECIFICATIONS FOR ALLOWABLE

PIPE MATERIALS.

SANITARY SEWERS, 8-INCH - 27 LF (SEE

SANITARY SEWER NOTE BELOW)

1 TYP.

IE = 723.70

IE = 723.75

HOT-MIX ASPHALT SURFACE COURSE, IL-9.5,

MIX "D", N50 (1.5")

HOT-MIX ASPHALT SURFACE COURSE, IL-9.5,

MIX "D", N50 (1.5") OVER

HOT-MIX ASPHALT BINDER COURSE, IL-19.0, N50

(4.5");

SUBBASE GRANULAR MATERIAL, TYPE B

PORTLAND CEMENT CONCRETE SIDEWALK

5-INCH;

AGGREGATE BASE COURSE, TYPE B 4-INCH

HMA DRIVEWAY PAVEMENT, 3-INCH;

AGGREGATE BASE COURSE, TYPE B 6-INCH

NOTES:

1. SEE SHEET C-005 FOR PAVEMENT

SUBGRADE NOTES AND TYPICAL SECTIONS.

2. THICKEN PCC SIDEWALK SECTION TO

6-INCH OVER DRIVEWAY.

3. ALL PROPOSED HMA AND PCC PAVEMENT

IS PAID UNDER THE PAVEMENT

RESTORATION PAY ITEM.

MATCH EXIST. C&G

ALIGNMENT (TYP.)

RE-ALIGN SIDEWALK

MATCH EXIST. SIDEWALK

ALIGNMENT

IE = 724.00

TOP WALL & SW

=729.80

TOP WALL & SW

=729.80

LIMITS OF DISTURBANCE

(SEE SHEET C-007)

BUTTERFIELD CREEK EAST BRANCH TRIBUTARY A

SANITARY SEWER NOTE:

· DUCTILE IRON SHALL BE THE ONLY PERMISSIBLE

MATERIAL (ANSI 21.51, ANSI 21.11; TAR COATED

AND CEMENT LINED AND WRAPPED WITH

POLYETHYLENE). SEWER REPLACEMENT SHALL

SPAN A MINIMUM 10' PAST PROPOSED BOX

CULVERT AND SHALL CONNECT INTO THE

EXISTING MANHOLE WITH AN ASTM C923 RUBBER

BOOT .

· CONCRETE SADDLE SHALL BE INSTALLED ABOVE

THE SEWER UNDER THE CULVERT CROSSING

AND SHALL BE CONSTRUCTED PER THE DETAIL

ON SHEET C-024.

· CONNECT TO EXISTING SEWER WITH NON-SHEAR

COUPLING.

· ALL WORK IS INCIDENTAL TO THE PRECAST BOX

CULVERT PAY ITEM.

PROPOSED BOTTOM OF BOX CULVERT: 723.1

TOP OF WATERMAIN CASING: 722.1

PROPOSED BOTTOM OF BOX CULVERT: 723.1

TOP OF SANITARY SEWER: 722.7

WATERMAIN RELOCATION NOTE:

CONTRACTOR TO POTHOLE EXISTING WATERMAIN

PRIOR TO CONSTRUCTION TO LOCATE AND

DETERMINE WATERMAIN ELEVATIONS AND SIZE. IF

THERE IS A CONFLICT BETWEEN THE WATERMAIN

AND THE PROPOSED BOX CULVERT OR IF SUFFICIENT

PROTECTION IS NOT PROVIDED BETWEEN THE

BOTTOM OF THE BOX CULVERT AND TOP OF THE

WATERMAIN, THE WATERMAIN SHALL BE RELOCATED

WITH A CASING PIPE AND THE TOP OF OF THE CASING

PIPE SHALL BE A MINIMUM OF 1-FOOT BELOW THE

PROPOSED BOX CULVERT. THE RELOCATION SHALL

SPAN A MINIMUM OF 10-FEET PAST THE BOX

CULVERT IN EACH DIRECTION. CONTRACTOR SHALL

MAKE PROVISIONS TO PERFORM LINE STOPS AND

ALL MATERIALS, CONSTRUCTION, AND DISINFECTION

SHALL BE IN ACCORDANCE WITH THE

SPECIFICATIONS. THIS WORK IS INCIDENTAL TO THE

BOX CULVERT PAY ITEM.

SIZE AND LOCATION OF WATERMAIN

BASED ON BEST KNOWN AVAILABLE

INFORMATION.

ESH

O R

E D R

IVE

X X

48" MH

RIM=730.5

IE=719.7 S

IE=719.7 N

48" MH

RIM=730.2

IE=719.2 S

IE=719.2 N

48" CATCH BASIN

RIM=729.6

IE=724.2 E (12")

IE=723.8 NW (15")

48" CATCH BASIN

RIM=729.6

IE=725.1 W (12")

" S

12" STM

15" STM

U G

E U

G E

U G

UGE UGE UGE UGE UGE

UGE

UGT

UGT UGT UGT

UGT

UGT UGT

UGT

2' (TYP.)

EL=729.97

(EXIST.)

EL=730.29

(EXIST.)

EL=730.28

(EXIST.)

EL=730.11

(EXIST.)

EL=730.04

(EXIST.)

EL=730.35

(EXIST.) EL=730.20

(EXIST.)

EL=729.87

(EXIST.)

EL=729.87

(EXIST.)

EL=731.52

(EXIST.)

EL=730.49

(EXIST.)

EL=730.58

(EXIST.)

8" (TYP.)

5' (TYP.)

10' DRAINAGE & UTILITY EASEMENT

STA. 51+07.13

31.32' RT.

STA. 50+97.72

34.77' RT.

STA. 50+83.99

31.87' LT.

2:1

60'

1.5% (TYP.)

STA. 50+74.28

27.53' LT.

X X

18X3

X X

4X8

2X10

12 4

3X18

10X2

4X4

12X3

2X6 4X6 8X3

8X6

X X

22757

X X

BFE

LEGEND

20'0' 10'

C R

O N

K D

2 3 4 5 6 7 8 9 10

A SHEET ID

D R

B Y:

C H

D B

B Y:

E D

N O

1, SO

N O

-B -0

C O

N O

U .S

. A R

M Y

C O

O F

R S

C H

O D

C H

O , I

C-011

E S

H O

R E

D R

C U

R T

R O

P O

S E

O P

LIMITS OF DISTURBANCE

(SEE SHEET C-008)

DND FENCE PERPENDICULAR TO

LAKESHORE DRIVE. ONLY FENCING

PARALLEL TO LAKESHORE DRIVE

SHALL BE REMOVED

DND

1 TYP.

COMBINATION CONCRETE CURB AND GUTTER,

TYPE M-4.12 AND 8" CONCRETE PATCH;

AGGREGATE BASE COURSE, TYPE B 4" (UNDER

CURB) NOTE: SAW CUT 8-INCHES IN FRONT OF

CURB

CHAIN LINK FENCE, 4' (INCIDENTAL TO BOX

CULVERT PAY ITEM) - INSTALL W/ 8' POST SPACING

(MAX)

WATERMAIN RELOCATION (SEE WATERMAIN

RELOCATION NOTE BELOW)

PRECAST CONCRETE BOX CULVERTS 8'W X 5'H -

130 LF (SEE SHEET C-005)

BOX CULVERT END SECTIONS, CULVERT NO. 2 - 2

EACH (SEE SHEETS C-031 THROUGH C-033)

STORM SEWERS, 15-INCH - 16 LF

(CONNECTION INTO HEADWALL AND EXISTING

STRUCTURE INCLUDED IN HEADWALL AND STORM

SEWER PAY ITEMS). SEE SPECIFICATIONS FOR

ALLOWABLE PIPE MATERIALS.

HOT-MIX ASPHALT SURFACE COURSE, IL-9.5,

MIX "D", N50 (1.5")

HOT-MIX ASPHALT SURFACE COURSE, IL-9.5,

MIX "D", N50 (1.5") OVER

HOT-MIX ASPHALT BINDER COURSE, IL-19.0, N50

(4.5");

SUBBASE GRANULAR MATERIAL, TYPE B

PORTLAND CEMENT CONCRETE SIDEWALK

5-INCH;

AGGREGATE BASE COURSE, TYPE B 4-INCH

NOTES:

1. SEE SHEET C-005 FOR PAVEMENT

SUBGRADE NOTES AND TYPICAL SECTIONS.

2. ALL PROPOSED HMA AND PCC PAVEMENT

IS PAID UNDER THE PAVEMENT

RESTORATION PAY ITEM.

IE = 722.50

IE = 722.55

MATCH EXIST. C&G

ALIGNMENT (TYP.)

RE-ALIGN SIDEWALKS

(TYP.)

TOP WALL

& SW

=730.00

TOP WALL

& SW

=729.80

SIDEWALK CROSS-SLOPE

TRANSITION

SIDEWALK

CROSS-SLOPE

TRANSITION

IE = 723.50

BUTTERFIELD CREEK EAST BRANCH TRIBUTARY

PROPOSED BOTTOM OF BOX CULVERT: 721.8

TOP OF WATERMAIN OR CASING: 720.8

PROPOSED BOTTOM OF BOX CULVERT: 721.9

TOP OF SANITARY SEWER: 720.5

WATERMAIN RELOCATION NOTE:

CONTRACTOR TO POTHOLE EXISTING WATERMAIN

PRIOR TO CONSTRUCTION TO LOCATE AND

DETERMINE WATERMAIN ELEVATIONS AND SIZE. IF

THERE IS A CONFLICT BETWEEN THE WATERMAIN

AND THE PROPOSED BOX CULVERT OR IF SUFFICIENT

PROTECTION IS NOT PROVIDED BETWEEN THE

BOTTOM OF THE BOX CULVERT AND TOP OF THE

WATERMAIN, THE WATERMAIN SHALL BE RELOCATED

WITH A CASING PIPE AND THE TOP OF OF THE CASING

PIPE SHALL BE A MINIMUM OF 1-FOOT BELOW THE

PROPOSED BOX CULVERT. THE RELOCATION SHALL

SPAN A MINIMUM OF 10-FEET PAST THE BOX

CULVERT IN EACH DIRECTION. CONTRACTOR SHALL

MAKE PROVISIONS TO PERFORM LINE STOPS AND

ALL MATERIALS, CONSTRUCTION, AND DISINFECTION

SHALL BE IN ACCORDANCE WITH THE

SPECIFICATIONS. THIS WORK IS INCIDENTAL TO THE

BOX CULVERT PAY ITEM.

SIZE AND LOCATION OF WATERMAIN

41+85

48" MH

RIM=734.0

IE=723.9 NW

IE=723.9 SW

IE=723.9 SE

48" MH

RIM=733.5

IE=724.6 NW

IE=724.6 SE

48" CATCH BASIN

RIM=732.6

IE=729.6 NE (12")

48" CATCH BASIN

RIM=732.7

IE=729.6 SW (12")

IE=729.6 E (12")

12" STM

" S

10" SAN

G 4'' G 4'' G 4'' G 4'' G 4'' G 4'' G 4''

G 4''

G 2''

5' (TYP.)

STA. 40+97.19

32.33' RT.

STA. 40+96.76

31.34' LT.

8" (TYP.)

EL=734.63

(EXIST.)

EL=734.52

(EXIST.)

EL=733.88

(EXIST.)

EL=734.16

(EXIST.)

EL=734.08

(EXIST.)

EL=733.41

(EXIST.)

EL=733.41

(EXIST.)

EL=733.94

(EXIST.)

1.5% (TYP.)

EL=734.60

(EXIST.)

EL=734.64

(EXIST.)

EL=734.18

(EXIST.)

EL=734.19

(EXIST.)

10' DRAINAGE & UTILITY EASEMENT

X X

30'

60'

X X

12X6

12X5

W 8''

X X

BFE

BFE BFE

BFE

LEGEND

20'0' 10'

C R

O N

K D

2 3 4 5 6 7 8 9 10

A SHEET ID

D R

B Y:

C H

D B

B Y:

E D

N O

1, SO

N O

-B -0

C O

N O

U .S

. A R

M Y

C O

O F

R S

C H

O D

C H

O , I

C-012

E R

D R

C U

R T

R O

P O

S E

O P

PER

L D

IVE

DND DRIVEWAY

DND

1 TYP.

COMBINATION CONCRETE CURB AND GUTTER,

TYPE M-4.12 AND 8" CONCRETE PATCH;

AGGREGATE BASE COURSE, TYPE B 4" (UNDER

CURB)

NOTE: SAW CUT 8-INCHES IN FRONT OF CURB

CHAIN LINK FENCE, 4' (INCIDENTAL TO BOX

CULVERT PAY ITEM) - INSTALL W/ 8' POST SPACING

(MAX)

WATERMAIN RELOCATION (SEE WATERMAIN

RELOCATION NOTE BELOW)

PRECAST CONCRETE BOX CULVERTS 6'W X 3'H

(SEE SHEET C-005) - 62 LF

BOX CULVERT END SECTIONS, CULVERT NO. 3 - 2

EACH (SEE SHEET C-030)

STORM SEWERS, 12-INCH - 10 LF

(CONNECTION INTO HEADWALL INCLUDED IN

HEADWALL PAY ITEM). SEE SPECIFICATIONS FOR

ALLOWABLE PIPE MATERIALS.

IE = 728.70

IE = 728.75

HOT-MIX ASPHALT SURFACE COURSE, IL-9.5,

MIX "D", N50 (1.5")

HOT-MIX ASPHALT SURFACE COURSE, IL-9.5,

MIX "D", N50 (1.5") OVER

HOT-MIX ASPHALT BINDER COURSE, IL-19.0, N50

(4.5");

SUBBASE GRANULAR MATERIAL, TYPE B

PORTLAND CEMENT CONCRETE SIDEWALK

5-INCH;

AGGREGATE BASE COURSE, TYPE B 4-INCH

NOTES:

1. SEE SHEET C-005 FOR PAVEMENT

SUBGRADE NOTES AND TYPICAL SECTIONS.

2. ALL PROPOSED HMA AND PCC PAVEMENT

IS PAID UNDER THE PAVEMENT

RESTORATION PAY ITEM.

MATCH EXIST. C&G

AND SIDEWALK

ALIGNMENT (TYP.)

TOP WALL & SW

=734.20

TOP WALL & SW

=734.20

LIMITS OF DISTURBANCE

(SEE SHEET C-009)

4" GAS MAIN UNABLE TO BE LOCATED BY NICOR

DURING DESIGN PHASE

BUTTERFIELD CREEK EAST BRANCH TRIBUTARY A

PROPOSED BOTTOM OF BOX CULVERT: 728.1

TOP OF WATERMAIN OR CASING: 727.1

PROPOSED BOTTOM OF BOX CULVERT: 728.1

TOP OF SANITARY SEWER: 725.0

WATERMAIN RELOCATION NOTE:

CONTRACTOR TO POTHOLE EXISTING WATERMAIN

PRIOR TO CONSTRUCTION TO LOCATE AND

DETERMINE WATERMAIN ELEVATIONS AND SIZE. IF

THERE IS A CONFLICT BETWEEN THE WATERMAIN

AND THE PROPOSED BOX CULVERT OR IF SUFFICIENT

PROTECTION IS NOT PROVIDED BETWEEN THE

BOTTOM OF THE BOX CULVERT AND TOP OF THE

WATERMAIN, THE WATERMAIN SHALL BE RELOCATED

WITH A CASING PIPE AND THE TOP OF OF THE CASING

PIPE SHALL BE A MINIMUM OF 1-FOOT BELOW THE

PROPOSED BOX CULVERT. THE RELOCATION SHALL

SPAN A MINIMUM OF 10-FEET PAST THE BOX

CULVERT IN EACH DIRECTION. CONTRACTOR SHALL

MAKE PROVISIONS TO PERFORM LINE STOPS AND

ALL MATERIALS, CONSTRUCTION, AND DISINFECTION

SHALL BE IN ACCORDANCE WITH THE

SPECIFICATIONS. THIS WORK IS INCIDENTAL TO THE

BOX CULVERT PAY ITEM.

SIZE AND LOCATION OF WATERMAIN

X X

6" PVC

6" CM

4X6

10X2

10X310X2

12-6-6

6X5

18X2

3X5 3X4

36X2

3620X2

16X3

TEL

ELEC

XXXXXXXXXXXX

KLAW

ITTER PARK

WARNING SIREN

COMED FLAGS

ELEC. TRANSFORMER

BFE

UGE UGE UGE UGE UGE UGE UGE UGE

U G

E U

G E

U G

E U

G E

U G

UGE UGE

U G

UGEUGEUGEUGEUGEUGEUGEUGE

UGEUGE

U G

E U

G E

U G

48" CATCH BASIN

RIM=728.7

IE=725.3 NE (15")

48" CATCH BASIN

RIM=728.1

IE=724.6 SW (15")

IE=724.6 N (18")

48" MH

RIM=729.9

IE=722.0 NW

IE=722.0 SE

15" STM

" S

8" S

2' (TYP.)

10' DRAINAGE & UTILITY EASEMENT

20'0' 10'

C R

O N

K D

2 3 4 5 6 7 8 9 10

A SHEET ID

D R

B Y:

C H

D B

B Y:

E D

N O

1, SO

N O

-B -0

C O

N O

U .S

. A R

M Y

C O

O F

R S

C H

O D

C H

O , I

C-013

A M

Y D

S W

P P

P A

N D

D S

C A

P E

R E

R A

N (B

A S

E B

A M

Y D R

IVE

DND

DND EX. FENCE

DND

LIMITS OF DISTURBANCE

(SEE SHEET C-007)

COFFERDAM

TOPSOIL FURNISH AND PLACE, 4";

SEEDING, CLASS 1;

EROSION CONTROL BLANKET

TOPSOIL FURNISH AND PLACE, 4";

SEEDING, CLASS 3;

EROSION CONTROL BLANKET

TURF REINFORCEMENT MAT (NATIVE SOIL BOTTOM)

INLET PROTECTION

DOUBLE SILT FENCE (INSTALL 5' APART)

LEGEND

BUTTERFIELD CREEK EAST BRANCH TRIBUTARY A

NOTES:

1. ALL EXCAVATED MATERIAL SHALL BE STOCKPILED ON-SITE AND SHALL BE PROTECTED FROM EROSION

BY THE INSTALLATION OF SILT FENCE AROUND THE PERIMETER OF THE STOCKPILE AND TEMPORARILY SEEDED AT THE LOCATION DESIGNATED BY THE CONTRACTOR AND APPROVED BY THE OWNER. THE

MAXIMUM SIDE SLOPES OF THE STOCKPILE SHALL NOT EXCEED A 2:1 SLOPE.

2. TEMPORARY EROSION CONTROL SEEDING AND ECB SHALL BE USED IN ALL AREAS WHERE THE EARTH

HAS BEEN EXPOSED AND WHEN THE CONTRACTOR DOES NOT HAVE WORK SCHEDULED WITHIN A

PERIOD OF TWO WEEKS.

3. ALL STORM WATER THAT IS TO BE PUMPED SHALL BE FILTERED SUCH THAT THE SUSPENDED SOLID CONCENTRATION IS REDUCED TO CONCENTRATIONS PERMITTED UNDER STATE, REGIONAL, AND LOCAL

ORDINANCES.

4. THE CONTRACTOR SHALL BE RESPONSIBLE TO PREVENT DUST FROM BEING GENERATED BY

CONSTRUCTION OPERATIONS ON THE SITE BY METHODS APPROVED BY THE ENGINEER.

5. SILT FENCE, TOPSOIL F&P, SEEDING, ECB, AND RIP RAP WITH FILTER FABRIC IS PAID UNDER THE TURF

AND LANDSCAPE RESTORATION PLAN.

6. INLET FILTERS ARE INCIDENTAL TO THE CULVERT WORK. TEMPORARY CONCRETE

WASHOUT

SILT BAG (FOR SCHEMATIC PURPOSES ONLY)

18X3

X X

4X8

2X10

12 4

3X18

10X2

4X4

12X3

2X6 4X6 8X3

8X6

X X

22757

X X

BFE

ESH

O R

E D R

IVE

U G

E U

G E

U G

UGE UGE UGE UGE UGE

UGE

UGT

UGT UGT UGT

UGT

UGT UGT

UGT

48" MH

RIM=730.5

IE=719.7 S

IE=719.7 N

48" MH

RIM=730.2

IE=719.2 S

IE=719.2 N

48" CATCH BASIN

RIM=729.6

IE=724.2 E (12")

IE=723.8 NW (15")

48" CATCH BASIN

RIM=729.6

IE=725.1 W (12")

" S

12" STM

15" STM

X X

10' DRAINAGE & UTILITY EASEMENT

20'0' 10'

C R

O N

K D

2 3 4 5 6 7 8 9 10

A SHEET ID

D R

B Y:

C H

D B

B Y:

E D

N O

1, SO

N O

-B -0

C O

N O

U .S

. A R

M Y

C O

O F

R S

C H

O D

C H

O , I

C-014

E S

H O

R E

W P

P P

A N

N D

S C

A P

E R

E S

O N

(O P

DND

COFFERDAM

LIMITS OF DISTURBANCE

(SEE SHEET C-008)

BUTTERFIELD CREEK EAST BRANCH TRIBUTARY

TOPSOIL FURNISH AND PLACE, 4";

SEEDING, CLASS 1;

EROSION CONTROL BLANKET

TOPSOIL FURNISH AND PLACE, 4";

SEEDING, CLASS 3;

EROSION CONTROL BLANKET

TURF REINFORCEMENT MAT (NATIVE SOIL BOTTOM)

CLASS RR-4 RIP-RAP OVER FILTER FABRIC

INLET PROTECTION

DOUBLE SILT FENCE (INSTALL 5' APART)

LEGEND

TEMPORARY CONCRETE

WASHOUT

SILT BAG (FOR SCHEMATIC PURPOSES ONLY)

NOTES:

1. ALL EXCAVATED MATERIAL SHALL BE STOCKPILED ON-SITE AND SHALL BE PROTECTED FROM EROSION

BY THE INSTALLATION OF SILT FENCE AROUND THE PERIMETER OF THE STOCKPILE AND TEMPORARILY SEEDED AT THE LOCATION DESIGNATED BY THE CONTRACTOR AND APPROVED BY THE OWNER. THE

MAXIMUM SIDE SLOPES OF THE STOCKPILE SHALL NOT EXCEED A 2:1 SLOPE.

2. TEMPORARY EROSION CONTROL SEEDING AND ECB SHALL BE USED IN ALL AREAS WHERE THE EARTH

HAS BEEN EXPOSED AND WHEN THE CONTRACTOR DOES NOT HAVE WORK SCHEDULED WITHIN A

PERIOD OF TWO WEEKS.

3. ALL STORM WATER THAT IS TO BE PUMPED SHALL BE FILTERED SUCH THAT THE SUSPENDED SOLID CONCENTRATION IS REDUCED TO CONCENTRATIONS PERMITTED UNDER STATE, REGIONAL, AND LOCAL

ORDINANCES.

4. THE CONTRACTOR SHALL BE RESPONSIBLE TO PREVENT DUST FROM BEING GENERATED BY

CONSTRUCTION OPERATIONS ON THE SITE BY METHODS APPROVED BY THE ENGINEER.

5. SILT FENCE, TOPSOIL F&P, SEEDING, ECB, AND RIP RAP WITH FILTER FABRIC IS PAID UNDER THE TURF

AND LANDSCAPE RESTORATION PLAN.

6. INLET FILTERS ARE INCIDENTAL TO THE CULVERT WORK.

12X6

12X5

W 8''

X X

BFE

BFE BFE

BFE

41+85

G 4'' G 4'' G 4'' G 4'' G 4'' G 4'' G 4''

G 4''

G 2''

48" MH

RIM=734.0

IE=723.9 NW

IE=723.9 SW

IE=723.9 SE

48" MH

RIM=733.5

IE=724.6 NW

IE=724.6 SE

48" CATCH BASIN

RIM=732.6

IE=729.6 NE (12")

48" CATCH BASIN

RIM=732.8

IE=729.6 SW (12")

IE=729.6 E (12")

12" STM

" S

10" SAN

10' DRAINAGE & UTILITY EASEMENT

20'0' 10'

C R

O N

K D

2 3 4 5 6 7 8 9 10

A SHEET ID

D R

B Y:

C H

D B

B Y:

E D

N O

1, SO

N O

-B -0

C O

N O

U .S

. A R

M Y

C O

O F

R S

C H

O D

C H

O , I

C-015

E R

D R

W P

P P

A N

N D

S C

A P

E R

E S

O N

(O P

PER

L D

IVE

LIMITS OF DISTURBANCE

(SEE SHEET C-009)

DND DRIVEWAY

DND

COFFERDAM

4" GAS MAIN UNABLE TO BE LOCATED BY NICOR

DURING DESIGN PHASE

BUTTERFIELD CREEK EAST BRANCH TRIBUTARY A

TOPSOIL FURNISH AND PLACE, 4";

SEEDING, CLASS 1;

EROSION CONTROL BLANKET

TOPSOIL FURNISH AND PLACE, 4";

SEEDING, CLASS 3;

EROSION CONTROL BLANKET

TURF REINFORCEMENT MAT (NATIVE SOIL BOTTOM)

INLET PROTECTION

DOUBLE SILT FENCE (INSTALL 5' APART)

LEGEND

TEMPORARY CONCRETE

WASHOUT

SILT BAG (FOR SCHEMATIC PURPOSES ONLY)

NOTES:

1. ALL EXCAVATED MATERIAL SHALL BE STOCKPILED ON-SITE AND SHALL BE PROTECTED FROM EROSION

BY THE INSTALLATION OF SILT FENCE AROUND THE PERIMETER OF THE STOCKPILE AND TEMPORARILY SEEDED AT THE LOCATION DESIGNATED BY THE CONTRACTOR AND APPROVED BY THE OWNER. THE

MAXIMUM SIDE SLOPES OF THE STOCKPILE SHALL NOT EXCEED A 2:1 SLOPE.

2. TEMPORARY EROSION CONTROL SEEDING AND ECB SHALL BE USED IN ALL AREAS WHERE THE EARTH

HAS BEEN EXPOSED AND WHEN THE CONTRACTOR DOES NOT HAVE WORK SCHEDULED WITHIN A

PERIOD OF TWO WEEKS.

3. ALL STORM WATER THAT IS TO BE PUMPED SHALL BE FILTERED SUCH THAT THE SUSPENDED SOLID CONCENTRATION IS REDUCED TO CONCENTRATIONS PERMITTED UNDER STATE, REGIONAL, AND LOCAL

ORDINANCES.

4. THE CONTRACTOR SHALL BE RESPONSIBLE TO PREVENT DUST FROM BEING GENERATED BY

CONSTRUCTION OPERATIONS ON THE SITE BY METHODS APPROVED BY THE ENGINEER.

5. SILT FENCE, TOPSOIL F&P, SEEDING, ECB, AND RIP RAP WITH FILTER FABRIC IS PAID UNDER THE TURF

AND LANDSCAPE RESTORATION PLAN.

6. INLET FILTERS ARE INCIDENTAL TO THE CULVERT WORK.

0+00 +50 1+00 +50 2+00 +50 3+00 +50 4+00 +50 5+00

10" SAN 15" SAN 15" SAN

IE=717.8 S 10"

IE=717.7 E 8"

IE=717.7 W 8"

IE=717.3 N 15"

IE=717.5 S 15"

IE=717.4 N 15"

IE=717.5 S 15"

IE=717.5 SE 8"

IE=717.4 N 15"

RIM=728.4

RIM=730.4RIM=730.6

G 2''

G 2'' G 2''

G 2''

G 2'' G 2''

G 2''

U G

UGE

U G

W W

X X X X

X X

X X XX

W 6'' W 6''

W 10''

W 6''

W 6'' W 6''

W 12''

W 6''

22706

22658

22644

22650

22638

22630 22624

22627

0+00

1+00

2+00

3+00

4+00 5+00

48" MH

RIM=730.6

IE=717.8 S (10")

IE=717.7 E (8")

IE=717.7 W (8")

IE=717.3 N (15")

48" MH

RIM=730.4

IE=717.5 S (15")

IE=717.4 N (15")

48" MH

RIM=728.9

IE=717.7 NW (8")

48" MH

RIM=728.4

IE=717.5 S (15")

IE=717.5 SE (8")

IE=717.4 N (15")

NULL STRUCTURE

RIM=0.0

IE=717.7 E (8")

15" SAN 15" SAN

8" S

W W

W 8''

W 8'' W 8''

W 8''

W 8'' W 8''

W 8''

. 5 +0

E D

W G

. C -0

40'0' 20'LAKESHORE DRIVE

C R

O N

K D

2 3 4 5 6 7 8 9 10

A SHEET ID

D R

B Y:

C H

D B

B Y:

E D

N O

1, SO

N O

-B -0

C O

N O

U .S

. A R

M Y

C O

O F

R S

C H

O D

C H

O , I

C-016

E S

H O

R E

D R

W A

M A

O P

N S

N D

PERIAL DRIVE

ISSIO

N D

IVE

CONNECT TO EXISTING WATER MAIN, 8-INCH;

(1) 12-INCH X 8-INCH REDUCER;

(2) 8-INCH - 45° RESTRAINED ELBOW;

(1) VALVE BOX W/ 12-INCH GATE VALVE

8-INCH C900 PVC WATER MAIN

20 LF INSTALLED BY OPEN CUT

NOTE: CONTRACTOR TO VERIFY SIZE OF EXISTING SYSTEM

GATE VALVE, 8-INCH WITH VALVE BOX

CONNECT TO EXISTING

WATER MAIN, 10-INCH;

(2) 10-INCH - 45° RESTRAINED

ELBOW;

(1) 12-INCH X 10-INCH

REDUCER;

10-INCH C900 PVC WATER

MAIN 28 LF INSTALLED BY

OPEN CUT

NOTE: CONTRACTOR TO

VERIFY SIZE OF EXISTING

SYSTEM

CONNECT TO EXISTING WATER MAIN, 12-INCH;

(2) 12-INCH - 45° RESTRAINED ELBOW;

(2) GATE VALVE, 12-INCH WITH VALVE BOX;

(2) 12-INCH X 12-INCH RESTRAINED TEE;

12-INCH C900 PVC WATER MAIN

75 LF INSTALLED BY OPEN CUT

NOTE: CONTRACTOR TO VERIFY SIZE

OF EXISTING SYSTEM

REMOVE FIRE

HYDRANT ASSEMBLY

8-INCH C900 PVC WATER MAIN

359 LF INSTALLED BY OPEN CUT

8-INCH X 6-INCH

RESTRAINED TEE

FIRE HYDRANT ASSEMBLY

8-INCH X 8-INCH

RESTRAINED TEE

8-INCH C900 PVC WATER MAIN

20 LF INSTALLED BY OPEN CUT;

(1) GATE VALVE, 8-INCH WITH VALVE BOX;

(1) 8-INCH X 6-INCH REDUCER;

CONNECT TO EXISTING WATER MAIN, 6-INCH;

(2) 6-INCH - 45° RESTRAINED ELBOW;

6-INCH C900 PVC WATER MAIN;

21 LF INSTALLED BY OPEN CUT;

NOTE: CONTRACTOR TO VERIFY SIZE OF EXISTING SYSTEM

ABANDON VALVE BOX W/

GATE VALVE REMOVE FIRE

HYDRANT ASSEMBLY

LINESTOP;

ABANDON EXISTING WATER MAIN

CUT & CAP, SPECIAL

ABANDON VALVE BOX W/

GATE VALVELINESTOP;

ABANDON EXISTING WATER MAIN

CUT & CAP, SPECIAL

5' TYP

PROPOSED 8-INCH WATERMAINEXISTING GRADE OVER ℄

PROPOSED

10-INCH

WATERMAIN

PROPOSED 12-INCH WATERMAIN

ABANDON VALVE BOX

W/ GATE VALVE

(1) FIRE HYDRANT ASSEMBLY;

(1) 12-INCH X 6-INCH RESTRAINED TEE;

(1) GATE VALVE, 12-INCH WITH VALVE BOX;

12-INCH C900 PVC WATER MAIN

30 LF INSTALLED BY OPEN CUT

10' M

IN.

12-INCH X 8-INCH

REDUCER

WATER SERVICE

RE-CONNECTION,

LONG (TYP.)

WATER SERVICE

RE-CONNECTION,

SHORT (TYP.)

LINESTOP;

ABANDON EXISTING WATER MAIN

CUT & CAP, SPECIAL

TOP SAN. SEWER=718.50

BOTTOM WM = 721.50

START OPTION #3

END OPTION #3/

START OPTION #4

8-INCH C900 PVC WATER MAIN

77 LF INSTALLED BY OPEN CUT

END OPTION #3/

START OPTION #4

LINESTOP

GATE VALVE, 8-INCH WITH VALVE BOX

GATE VALVE, 8-INCH

WITH VALVE BOX

START OPTION #3

NOTES:

1. ALL WATER MAIN SHALL BE C900 PVC. WATER SERVICES SHALL BE TYPE K COPPER (1" MIN OR GREATER IF

REQUIRED TO MATCH EXISTING.)

2. ALL FITTINGS SHALL BE DUCTILE IRON AND RESTRAINED WITH A FULL CIRCUMFERENCE CLAMPING SYSTEM.

FITTINGS ARE INCIDENTAL TO WATER MAIN PAY ITEM.

3. REMOVAL, ABANDONMENT, AND CAPPING OF THE EXISTING WATER MAIN AND ITS APPURTENANCES IS PAID

UNDER THE ABANDON EXISTING WATERMAIN PAY ITEM

4. TREE ROOT PRUNING, REMOVE AND REPLACE MAILBOX, AND REMOVE AND RELOCATE SIGN POSTS ARE

INCIDENTAL TO THE LANDSCAPE PAY ITEM. CONTRACTOR SHALL ALSO WALK SITE WITH ENGINEER PRIOR TO CONSTRUCTION TO DETERMINE WHICH TREES WILL NEED TO BE PRUNED OR REMOVED AS A PART OF THE

LANDSCAPE PAY ITEM.

5. INSTALL CONNECT TO EXISTING WATERMAIN, 6-INCH AT END OF WATERMAIN IF NOT ALL WATERMAIN IS

CONSTRUCTED. REFER TO THE DETAIL ON SHEET C-023.

5+00 +50 6+00 +50 7+00 +50 8+00 +50 9+00 +50 10+00

IE=720.7 E 24"

IE=720.7 W 24"

IE=720.6 E 24"

IE=720.5 NW 24"

RIM=725.9 RIM=725.7

15" SAN

IE=716.7 S 15"

IE=716.6 N 15"

RIM=726.9

G 2'' G 2'' G…

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File details come from the government source that posted it. Updated Dec 2, 2022.