W912P619B0014_463285_Hazel_Crest_Water_Main_Improvement_RTA_PLANS.pdf

PDF 21 MB Posted Aug 14, 2019

Attached to: Village of Hazel Crest Water Main Improvements; Hazel Crest, IL, Cook County Illinois (Chicago District, Project)
Solicitation number: W912P619B0014
Issued by: Department of the Army Corps of Engineers Engineering District Chicago

About this file

From the source

W912P619B0014 SOLICITATION PLAN SHEETS

View the file

Other files

File	Type	Posted
FINAL_AMD_0001_W912P619B0014_WITH_REVISED_SPECS_AND_PLAN_SHEETS.pdf	PDF	Sep 18, 2019
W912P619B0014_SOLICITATION_SPECIFICATIONS.pdf	PDF	Aug 14, 2019

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

S O

L I C

I T

A T

I O

F I L E

A M

D W

C K

D E

S I G

N E

D E

S C

R I P

T I O

2 3

4 5

M A

R K

D A

T E

F I

U M

B E

S I Z

S U

B M

I T

T E

P L O

C A

L E

L O

A T

T R

A C

K I N

C O

N T

R A

C T

SHEET

IDENTIFICATION

US Army Corps of Engineers

Chicago District

US Army Corps of Engineers

Chicago District

LOCATION MAP VICINITY MAP

(N.T.S.) (N.T.S.)

A C

T I O

N D

A T

E D

E S

C R

I P

T I O

N M

A R

K T

R A

C K

I N

A C

T I O

N D

A T

O V

G-001

H A

Z E

R E

L I N

O I S

W A

T E

L A

C E

M E

N I T

A R

E W

A B

I L

I T

A T

I O

C O

V E

I N

U S

R M

O R

N G

I N

E E

R S

C H

I C

A G

I S

T R

I C

C H

I C

A G

I L L I N

O I S

R O

B I N

S O

N G

I N

E E

R I N

L T

O U

V E

N U

S O

U T

O L L A

N D

I L L I N

J S

P S

A G

N T

A N

S I

LAST SAVED BY: RGONDEK ON 8/13/19

PLOTTED BY: RICHARD GONDEK ON 12/13/17

VILLAGE of HAZEL CREST

PLANS FOR

COOK COUNTY, ILLINOIS

WATER MAIN REPLACEMENT &

SANITARY SEWER REHABILITATION

LEEWHITESIDE

LA SALLE

PUTNAM

PEORIA

STARK

WARREN

KNOX

WOODFORD

MARSHALL

MERCER

ROCK ISLAND HENRY BUREAU

IROQUOIS

LIVINGSTON

KANKAKEE

WILL

GRUNDY

KENDALL

DE KALB

BOONESTEVENSON WINNEBAGO

CARROLL OGLE

JO DAVIESS

MC HENRY LAKE

COOKKANE

DU PAGE

JOINT

UTILITY

LOCATING

INFORMATION FOR

EXCAVATORS

Call: 811 OR 1-800-892-0123

48 hours before you dig

(EXCLUDING SAT., SUN. & HOL.)

Call Before You Dig

J LIE

ILLINOIS

ONE-CALL SYSTEM

INDEX OF SHEETS

G-001 COVER AND VICINITY MAP

SANITARY SEWER CIPP EXHIBITCU-115

CU-109 - CU-111 RESTORATION PLAN - WATER MAIN

CU-103 - CU-108 PLAN & PROFILE - WATER MAIN

CU-112 - CU-114 EROSION CONTROL PLAN - WATER MAIN

CU-101 - CU-102 SUMMARY OF QUANTITIES AND

GENERAL NOTES

SOLICITATION NO. W912P619B0014

CONTRACT NO.:

ISSUE DATE: 13-AUG-2019

CERTIFIED FINAL DOCUMENTS -

G-002 - G-003 SOIL BORING LOGS

CONSTRUCTION DETAILSC-501 - C-505

G-004 - G-005 ALIGNMENT & TIES

AutoCAD SHX Text

SHEET OF

AutoCAD SHX Text

AutoCAD SHX Text N

AutoCAD SHX Text

ENGINEER

AutoCAD SHX Text

PROFESSIONAL

AutoCAD SHX Text

REGISTERED

AutoCAD SHX Text 62-57597

AutoCAD SHX Text

LICENSE EXPIRES: 11/30/19

AutoCAD SHX Text S

AutoCAD SHX Text I

AutoCAD SHX Text O

AutoCAD SHX Text N

AutoCAD SHX Text I

AutoCAD SHX Text L

AutoCAD SHX Text I

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text E

AutoCAD SHX Text T

AutoCAD SHX Text A

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text

PREPARED BY OR UNDER THE DIRECT SUPERVISION OF:

AutoCAD SHX Text

PROJECT LOCATION

AutoCAD SHX Text LOCATION 1 WATER MAIN EXTENSION 177TH STREET FROM CENTRAL PARK AVE TO MAE JEMISON SCHOOL BASE BID

AutoCAD SHX Text LOCATION 2 WATER MAIN REPLACEMENT MAPLE LANE FROM ELM DRIVE TO LINDEN DRIVE BASE BID OPTION AREA #1

AutoCAD SHX Text LOCATION 3 SANITARY SEWER REHABILITATION CURED IN PLACE PIPELINING REAR YARDS BEHIND POE AVENUE 175TH STREET TO 173RD STREET OPTION AREA #2 & #3

AutoCAD SHX Text 8-13-19

AutoCAD SHX Text 175th ST. (GOVERNORS HWY.)

AutoCAD SHX Text West Branch

AutoCAD SHX Text

177TH

AutoCAD SHX Text

DRIVE

AutoCAD SHX Text

BURGUNDY LN.

AutoCAD SHX Text

LN.

AutoCAD SHX Text

CHESTNUT CT.

AutoCAD SHX Text

CENTRAL PARK

AutoCAD SHX Text

WELLINGTON

AutoCAD SHX Text

SYCAMORE LN.

AutoCAD SHX Text

SPRINGTIDE LN.

AutoCAD SHX Text

COUNTRY CLUB LN.

AutoCAD SHX Text

HARVARD LN.

AutoCAD SHX Text

LN.

AutoCAD SHX Text

YALE

AutoCAD SHX Text

ST.

AutoCAD SHX Text

177TH

AutoCAD SHX Text

SCHOOL DR.

AutoCAD SHX Text

HILLCREST DR.

AutoCAD SHX Text 176th

AutoCAD SHX Text

APPLETREE

AutoCAD SHX Text

AVE.

AutoCAD SHX Text

AVE.

AutoCAD SHX Text

ST.

AutoCAD SHX Text

ST.

AutoCAD SHX Text Prairie Creek

AutoCAD SHX Text

CHATEAUX SCHOOL

AutoCAD SHX Text

CHAMBORD

AutoCAD SHX Text

NORMANDY

AutoCAD SHX Text

LN.

AutoCAD SHX Text

ELYSEES CT.

AutoCAD SHX Text

CHANTILLY

AutoCAD SHX Text 175th

AutoCAD SHX Text Basin

AutoCAD SHX Text Appletree

AutoCAD SHX Text Prairie Creek

AutoCAD SHX Text

MAPLE

AutoCAD SHX Text

LAUREL LANE

AutoCAD SHX Text

CENTRAL PARK

AutoCAD SHX Text

HAZ

AutoCAD SHX Text E

AutoCAD SHX Text L

AutoCAD SHX Text

WOODWORTH

AutoCAD SHX Text

AVE.

AutoCAD SHX Text

BIRCHWOOD

AutoCAD SHX Text

CHESTNUT

AutoCAD SHX Text

LOCUST

AutoCAD SHX Text

DRIVE

AutoCAD SHX Text

CENTRAL PARK

AutoCAD SHX Text

AVE.

AutoCAD SHX Text

LN.

AutoCAD SHX Text

HICKORY

AutoCAD SHX Text

PL.

AutoCAD SHX Text

ELM DRIVE

AutoCAD SHX Text

LN.

AutoCAD SHX Text

ELM

AutoCAD SHX Text

DRIVE

AutoCAD SHX Text

WOODWORTH

AutoCAD SHX Text

ELM

AutoCAD SHX Text

DRIVE

AutoCAD SHX Text

AVE.

AutoCAD SHX Text

HIGHLANDS SCHOOL

AutoCAD SHX Text

LN.

AutoCAD SHX Text

GLYNWOOD LN.

AutoCAD SHX Text

TAMARIND LN.

AutoCAD SHX Text

PEACH GROVE LN

AutoCAD SHX Text

APPLETREE

AutoCAD SHX Text

DRIVE

AutoCAD SHX Text

DR.

AutoCAD SHX Text

LAUREL LANE

AutoCAD SHX Text

MAGNOLIA

AutoCAD SHX Text

DRIVE

AutoCAD SHX Text

WELLINGTON CT.

AutoCAD SHX Text

COVENTRY CT.

AutoCAD SHX Text

WHEELWOOD CT.

AutoCAD SHX Text 175th

AutoCAD SHX Text

TAMARIND

AutoCAD SHX Text N

AutoCAD SHX Text W

AutoCAD SHX Text

OOD

AutoCAD SHX Text

LN.

AutoCAD SHX Text

COTTONWOOD CT.

AutoCAD SHX Text Cherry Creek

AutoCAD SHX Text

AVE.

AutoCAD SHX Text

ROCKWELL

AutoCAD SHX Text

GOVERNORS

AutoCAD SHX Text

WESTERN AVE.

AutoCAD SHX Text

DUNDEE AVE.

AutoCAD SHX Text

LINCOLN AVE.

AutoCAD SHX Text

ST.

AutoCAD SHX Text 170th

AutoCAD SHX Text

AVE.

AutoCAD SHX Text

WESTERN

AutoCAD SHX Text 169th

AutoCAD SHX Text 168th

AutoCAD SHX Text

AVE.

AutoCAD SHX Text

WESTERN

AutoCAD SHX Text

HWY.

AutoCAD SHX Text

PL.

AutoCAD SHX Text

DR.

AutoCAD SHX Text

RD.

AutoCAD SHX Text

BUTTERNUT

AutoCAD SHX Text

ST.

AutoCAD SHX Text

ST.

AutoCAD SHX Text

SUMMIT

AutoCAD SHX Text

AVE.

AutoCAD SHX Text

HILLSIDE

AutoCAD SHX Text

AVE.

AutoCAD SHX Text

PL.

AutoCAD SHX Text W

AutoCAD SHX Text

DWOR

AutoCAD SHX Text

PL.

AutoCAD SHX Text

PKWY.

AutoCAD SHX Text

ST.

AutoCAD SHX Text School

AutoCAD SHX Text Woodland

AutoCAD SHX Text

CIRCLE DR.

AutoCAD SHX Text

SUNSET

AutoCAD SHX Text

DR.

AutoCAD SHX Text

ARTESIAN

AutoCAD SHX Text

AVE

AutoCAD SHX Text 169th

AutoCAD SHX Text

ST.

AutoCAD SHX Text 170th

AutoCAD SHX Text

ANNETTA

AutoCAD SHX Text

AVE.

AutoCAD SHX Text

MURPHY

AutoCAD SHX Text

AVE.

AutoCAD SHX Text

JOVANNA

AutoCAD SHX Text

AVE.

AutoCAD SHX Text

PALMER

AutoCAD SHX Text

BLVD.

AutoCAD SHX Text Prairie Creek

AutoCAD SHX Text 175th

AutoCAD SHX Text

TURTLE CREEK

AutoCAD SHX Text 171st

AutoCAD SHX Text

WOODWORTH

AutoCAD SHX Text

TENNYSON

AutoCAD SHX Text 174th

AutoCAD SHX Text

LEXINGTON

AutoCAD SHX Text

CHARTRES CT.

AutoCAD SHX Text

ROYALE LN.

AutoCAD SHX Text

AVE.

AutoCAD SHX Text

SURFSIDE DRIVE.

AutoCAD SHX Text

KEDZIE

AutoCAD SHX Text

ST.

AutoCAD SHX Text

IMPERIAL NURSING HOME

AutoCAD SHX Text

ALBANY

AutoCAD SHX Text

DRIVE

AutoCAD SHX Text

NOVAK

AutoCAD SHX Text

AVE.

AutoCAD SHX Text

DR.

AutoCAD SHX Text

GRANDVIEW

AutoCAD SHX Text

LN.

AutoCAD SHX Text

DR.

AutoCAD SHX Text

DR.

AutoCAD SHX Text

CHERRYWOOD

AutoCAD SHX Text

LARKSPUR

AutoCAD SHX Text

CALIFORNIA

AutoCAD SHX Text

AVE.

AutoCAD SHX Text

CALIFORNIA

AutoCAD SHX Text

AVE.

AutoCAD SHX Text

WHITTIER

AutoCAD SHX Text

AVE.

AutoCAD SHX Text

ST.

AutoCAD SHX Text

PL.

AutoCAD SHX Text

ST.

AutoCAD SHX Text

PL.

AutoCAD SHX Text

ST.

AutoCAD SHX Text

DR.

AutoCAD SHX Text 175th

AutoCAD SHX Text

AVE.

AutoCAD SHX Text

KEDZIE

AutoCAD SHX Text

ST.

AutoCAD SHX Text

ST.

AutoCAD SHX Text

ST.

AutoCAD SHX Text

SOUTH

AutoCAD SHX Text

SUBURBAN

AutoCAD SHX Text

HOSPITAL

AutoCAD SHX Text

FOUNTAINBLEAU

AutoCAD SHX Text

DRIVE

AutoCAD SHX Text

AVE.

AutoCAD SHX Text

AVE.

AutoCAD SHX Text

LN.

AutoCAD SHX Text

KEDZIE

AutoCAD SHX Text

KEDZIE

AutoCAD SHX Text

AVE.

AutoCAD SHX Text

DR.

AutoCAD SHX Text D

AutoCAD SHX Text

LN.

AutoCAD SHX Text

SHAG BARK

AutoCAD SHX Text

RD.

AutoCAD SHX Text

MILLSTONE

AutoCAD SHX Text

SMOKETREE CT.

AutoCAD SHX Text

RD.

AutoCAD SHX Text

TRAIL

AutoCAD SHX Text

OLD

AutoCAD SHX Text

CT.

AutoCAD SHX Text

TANGLEWOOD

AutoCAD SHX Text

DR.

AutoCAD SHX Text

OAKWOOD

AutoCAD SHX Text

DR.

AutoCAD SHX Text

RIDGEWOOD

AutoCAD SHX Text

DR.

AutoCAD SHX Text

STONEBRIDGE

AutoCAD SHX Text

OAKWOOD DR.

AutoCAD SHX Text

DR.

AutoCAD SHX Text

OAKWOOD

AutoCAD SHX Text

GREENWOOD

AutoCAD SHX Text

DR.

AutoCAD SHX Text

GREENWOOD

AutoCAD SHX Text

WALK

AutoCAD SHX Text

BUTTONWOOD

AutoCAD SHX Text

LN.

AutoCAD SHX Text

PEBBLEWOOD

AutoCAD SHX Text D

AutoCAD SHX Text O

AutoCAD SHX Text W

AutoCAD SHX Text

DOG

AutoCAD SHX Text

DR.

AutoCAD SHX Text

STONEBRIDGE

AutoCAD SHX Text # 2

AutoCAD SHX Text

FIRE STA.

AutoCAD SHX Text

DR.

AutoCAD SHX Text

STONEBRIDGE

AutoCAD SHX Text

DR.

AutoCAD SHX Text

CARRIAGEWAY

AutoCAD SHX Text

WPS_3

AutoCAD SHX Text Cherry Creek

AutoCAD SHX Text

COACH LN.

AutoCAD SHX Text

HAWTHORN

AutoCAD SHX Text

LN.

AutoCAD SHX Text

ARLINGTON LN.

AutoCAD SHX Text

BURR OAK LN.

AutoCAD SHX Text

ST.

AutoCAD SHX Text

DR.

AutoCAD SHX Text

STREET

AutoCAD SHX Text

WOODWORTH

AutoCAD SHX Text

PLACE

AutoCAD SHX Text

OAK

AutoCAD SHX Text

CT.

AutoCAD SHX Text 172nd

AutoCAD SHX Text

CT.

AutoCAD SHX Text

LINDEN

AutoCAD SHX Text

DRIVE

AutoCAD SHX Text

LANE

AutoCAD SHX Text

PINE CT.

AutoCAD SHX Text

LAUREL LANE

AutoCAD SHX Text

DRIVE

AutoCAD SHX Text

HAZEL

AutoCAD SHX Text

LN.

AutoCAD SHX Text

OAK

AutoCAD SHX Text

MAPLE

AutoCAD SHX Text 173rd

AutoCAD SHX Text

PLACE

AutoCAD SHX Text

LAUREL LANE

AutoCAD SHX Text

TULIP

AutoCAD SHX Text Prairie Creek

AutoCAD SHX Text 175th

AutoCAD SHX Text

ST.

AutoCAD SHX Text

ST.

AutoCAD SHX Text 168th

AutoCAD SHX Text

ST.

AutoCAD SHX Text

LONGFELLOW

AutoCAD SHX Text

AVE

AutoCAD SHX Text

WHITMAN

AutoCAD SHX Text

AVE.

AutoCAD SHX Text

HOLMES

AutoCAD SHX Text

AVE

AutoCAD SHX Text 172nd

AutoCAD SHX Text

WOODWORTH

AutoCAD SHX Text 173rd

AutoCAD SHX Text

HOLMES

AutoCAD SHX Text

AVE.

AutoCAD SHX Text

TENNYSON

AutoCAD SHX Text 174th

AutoCAD SHX Text

HOLMES

AutoCAD SHX Text

AVE.

AutoCAD SHX Text

LOW

AutoCAD SHX Text

ELL

AutoCAD SHX Text

AVE.

AutoCAD SHX Text

LEX

AutoCAD SHX Text

ING

AutoCAD SHX Text

TON

AutoCAD SHX Text 172nd

AutoCAD SHX Text

ST.

AutoCAD SHX Text

WOODWORTH

AutoCAD SHX Text

PL.

AutoCAD SHX Text 173rd

AutoCAD SHX Text

ST.

AutoCAD SHX Text

SON

AutoCAD SHX Text

AVE.

AutoCAD SHX Text 171st

AutoCAD SHX Text

ST.

AutoCAD SHX Text

LEXINGTON

AutoCAD SHX Text

DR.

AutoCAD SHX Text

LONGFELLOW

AutoCAD SHX Text

AVE.

AutoCAD SHX Text

LONGFELLOW

AutoCAD SHX Text

AVE.

AutoCAD SHX Text

AVE.

AutoCAD SHX Text

POE

AutoCAD SHX Text

AVE.

AutoCAD SHX Text

SON

AutoCAD SHX Text

AVE.

AutoCAD SHX Text

AVE.

AutoCAD SHX Text

KEDZIE

AutoCAD SHX Text 170th

AutoCAD SHX Text

ST.

AutoCAD SHX Text 175th

AutoCAD SHX Text

MUNICIPAL CENTER

AutoCAD SHX Text Crestview

AutoCAD SHX Text Lake

AutoCAD SHX Text Prairie Creek

AutoCAD SHX Text

DR.

AutoCAD SHX Text

GRANDVIEW

AutoCAD SHX Text

OAKWOOD

AutoCAD SHX Text

KNOLLWOOD

AutoCAD SHX Text Prairie Creek

AutoCAD SHX Text

LN.

AutoCAD SHX Text

BALMORAL

AutoCAD SHX Text

SURREY

AutoCAD SHX Text

LN.

AutoCAD SHX Text

HIGHLAND CT.

AutoCAD SHX Text

LN.

AutoCAD SHX Text

LN.

AutoCAD SHX Text 170th

AutoCAD SHX Text

HIGHLAND

AutoCAD SHX Text

AVE.

AutoCAD SHX Text

PL.

AutoCAD SHX Text

W. MAHONEY

AutoCAD SHX Text

PL.

AutoCAD SHX Text

ST.

AutoCAD SHX Text

AVE.

AutoCAD SHX Text Water Pumping

AutoCAD SHX Text Station #2

AutoCAD SHX Text Municipal

AutoCAD SHX Text

CONCORD

AutoCAD SHX Text Yard Waste

AutoCAD SHX Text Composting Facility

AutoCAD SHX Text 171st

AutoCAD SHX Text

AVE

AutoCAD SHX Text

ORCHARD RIDGE

AutoCAD SHX Text

AVE.

AutoCAD SHX Text

ANTHONY

AutoCAD SHX Text

AVE.

AutoCAD SHX Text

ORCHARD RIDGE

AutoCAD SHX Text

AVE.

AutoCAD SHX Text

ANTHONY

AutoCAD SHX Text Cherry Creek

AutoCAD SHX Text 153.99

AutoCAD SHX Text

WOLF PARK

AutoCAD SHX Text

WAREHOUSE / MAIN

AutoCAD SHX Text

WELDING

AutoCAD SHX Text

PAINT

AutoCAD SHX Text

BLAST

AutoCAD SHX Text

TURN

AutoCAD SHX Text

AROUND

AutoCAD SHX Text

POND

AutoCAD SHX Text

POND

AutoCAD SHX Text

(ROAD NOT BUILT)

AutoCAD SHX Text

PRIVATE DR.

AutoCAD SHX Text

PRIVATE DR.

AutoCAD SHX Text

CHATEAUX

AutoCAD SHX Text

PARK

AutoCAD SHX Text

THOROGOOD

AutoCAD SHX Text

MARSHAL PARK

AutoCAD SHX Text

STONEHOLLOW

AutoCAD SHX Text

PARK

AutoCAD SHX Text

CHERRY

AutoCAD SHX Text

CREEK

AutoCAD SHX Text

PARK

AutoCAD SHX Text

SOUTH

AutoCAD SHX Text

BASIN

AutoCAD SHX Text

GRAYCOR DR.

AutoCAD SHX Text

BASIN

AutoCAD SHX Text

NORTH

AutoCAD SHX Text

OAK

AutoCAD SHX Text

VALLEY

AutoCAD SHX Text

TRI HI

AutoCAD SHX Text

PARK

AutoCAD SHX Text

TWA

AutoCAD SHX Text

TWA

AutoCAD SHX Text

(ONE WAY NORTH)

AutoCAD SHX Text

(ONE WAY SOUTH)

AutoCAD SHX Text

OAK HILL

AutoCAD SHX Text

PARK

AutoCAD SHX Text

PARK DIST.

AutoCAD SHX Text

ADMIN. BLDG.

AutoCAD SHX Text

LOT

AutoCAD SHX Text

SETNES

AutoCAD SHX Text

PARK

AutoCAD SHX Text

PARK DIST.

AutoCAD SHX Text

MAINTENANCE

AutoCAD SHX Text

KAINDL DR.

AutoCAD SHX Text

POLICE

AutoCAD SHX Text

PARK DIST.

AutoCAD SHX Text

CRESTVIEW

AutoCAD SHX Text

POOL

AutoCAD SHX Text

PARK DIST.

AutoCAD SHX Text

REC. CENTER

AutoCAD SHX Text

DPW

AutoCAD SHX Text

COMPOUND

AutoCAD SHX Text

PARK DIST.

AutoCAD SHX Text

FOELD HOUSE

AutoCAD SHX Text

MILEMARKER

AutoCAD SHX Text

PAVILLION

AutoCAD SHX Text

MWRD BUILDING

AutoCAD SHX Text

CLUBHOUSE

AutoCAD SHX Text

POOL

AutoCAD SHX Text

MAC JAMISON

AutoCAD SHX Text

SCHOOL

AutoCAD SHX Text

MWRDGC

AutoCAD SHX Text

MWRDGC

L I C

I T

A T

I O

F I

D W

C K

D E

S I G

N E

D E

S C

R I P

T I O

2 3

4 5

M A

R K

D A

T E

F I

B E

S I Z

S U

B M

I T

T E

P L O

C A

L E

L O

A T

T R

A C

K I N

C O

N T

R A

SHEET

IDENTIFICATION

US Army Corps of Engineers

Chicago District

A C

T I O

N D

A T

E D

E S

C R

I P

T I O

N M

A R

K T

R A

C K

I N

A C

T I O

N D

A T

LAST SAVED BY: LLARSEN ON 7/17/19

PLOTTED BY: RICHARD GONDEK ON 8/13/19

I S

G-002

H A

Z E

R E

L I N

O I S

W A

T E

L A

C E

M E

N I T

A R

E W

A B

I L

I T

A T

I O

S O

I L

O R

I N

L O

G S

U S

R M

O R

N G

I N

E E

R S

C H

I C

A G

I S

T R

I C

C H

I C

A G

I L L I N

O I S

R O

B I N

S O

N G

I N

E E

R I N

L T

O U

V E

N U

S O

U T

O L L A

N D

I L L I N

J S

P S

A G

N T

A N

S I

AutoCAD SHX Text

SHEET OF

AutoCAD SHX Text

L I C

I T

A T

I O

F I

D W

C K

D E

S I G

N E

D E

S C

R I P

T I O

2 3

4 5

M A

R K

D A

T E

F I

B E

S I Z

S U

B M

I T

T E

P L O

C A

L E

L O

A T

T R

A C

K I N

C O

N T

R A

SHEET

IDENTIFICATION

US Army Corps of Engineers

Chicago District

A C

T I O

N D

A T

E D

E S

C R

I P

T I O

N M

A R

K T

R A

C K

I N

A C

T I O

N D

A T

LAST SAVED BY: LLARSEN ON 7/17/19

PLOTTED BY: RICHARD GONDEK ON 8/13/19

I S

G-003

H A

Z E

R E

L I N

O I S

W A

T E

L A

C E

M E

N I T

A R

E W

A B

I L

I T

A T

I O

S O

I L

O R

I N

L O

G S

U S

R M

O R

N G

I N

E E

R S

C H

I C

A G

I S

T R

I C

C H

I C

A G

I L L I N

O I S

R O

B I N

S O

N G

I N

E E

R I N

L T

O U

V E

N U

S O

U T

O L L A

N D

I L L I N

J S

P S

A G

N T

A N

S I

AutoCAD SHX Text

SHEET OF

AutoCAD SHX Text

L I C

I T

A T

I O

F I

D W

C K

D E

S I G

N E

D E

S C

R I P

T I O

2 3

4 5

M A

R K

D A

T E

F I

B E

S I Z

S U

B M

I T

T E

P L O

C A

L E

L O

A T

T R

A C

K I N

C O

N T

R A

SHEET

IDENTIFICATION

US Army Corps of Engineers

Chicago District

A C

T I O

N D

A T

E D

E S

C R

I P

T I O

N M

A R

K T

R A

C K

I N

A C

T I O

N D

A T

LAST SAVED BY: LLARSEN ON 7/17/19

PLOTTED BY: RICHARD GONDEK ON 8/13/19

L G

T I E

G-004

H A

Z E

R E

L I N

O I S

W A

T E

L A

C E

M E

N I T

A R

E W

A B

I L

I T

A T

I O

A L I G

N M

E N

U S

R M

O R

N G

I N

E E

R S

C H

I C

A G

I S

T R

I C

C H

I C

A G

I L L I N

O I S

R O

B I N

S O

N G

I N

E E

R I N

L T

O U

V E

N U

S O

U T

O L L A

N D

I L L I N

J S

P S

A G

A N

S I

STREET

177TH

CENTRAL PARK AVENUE

YALE LANE

AutoCAD SHX Text

SHEET OF

AutoCAD SHX Text

L I C

I T

A T

I O

F I

D W

C K

D E

S I G

N E

D E

S C

R I P

T I O

2 3

4 5

M A

R K

D A

T E

F I

B E

S I Z

S U

B M

I T

T E

P L O

C A

L E

L O

A T

T R

A C

K I N

C O

N T

R A

SHEET

IDENTIFICATION

US Army Corps of Engineers

Chicago District

A C

T I O

N D

A T

E D

E S

C R

I P

T I O

N M

A R

K T

R A

C K

I N

A C

T I O

N D

A T

LAST SAVED BY: LLARSEN ON 7/17/19

PLOTTED BY: RICHARD GONDEK ON 8/13/19

L G

T I E

G-005

H A

Z E

R E

L I N

O I S

W A

T E

L A

C E

M E

N I T

A R

E W

A B

I L

I T

A T

I O

A L I G

N M

E N

U S

R M

O R

N G

I N

E E

R S

C H

I C

A G

I S

T R

I C

C H

I C

A G

I L L I N

O I S

R O

B I N

S O

N G

I N

E E

R I N

L T

O U

V E

N U

S O

U T

O L L A

N D

I L L I N

J S

P S

A G

N T

A N

S I

MAPLE

LANE

ELM DRIVE

D E

N D

172ND COURT

AutoCAD SHX Text

SHEET OF

AutoCAD SHX Text

L I C

I T

A T

I O

F I

D W

C K

D E

S I G

N E

D E

S C

R I P

T I O

2 3

4 5

M A

R K

D A

T E

F I

B E

S I Z

S U

B M

I T

T E

P L O

C A

L E

L O

A T

T R

A C

K I N

C O

N T

R A

SHEET

IDENTIFICATION

US Army Corps of Engineers

Chicago District

A C

T I O

N D

A T

E D

E S

C R

I P

T I O

N M

A R

K T

R A

C K

I N

A C

T I O

N D

A T

LAST SAVED BY: LLARSEN ON 7/19/19

PLOTTED BY: RICHARD GONDEK ON 8/13/19

U A

CU-101

H A

Z E

R E

L I N

O I S

W A

T E

L A

C E

M E

N I T

A R

E W

A B

I L

I T

A T

I O

S U

M M

A R

U A

N T

I T

I E

E R

A L

O T

E S

U S

R M

O R

N G

I N

E E

R S

C H

I C

A G

I S

T R

I C

C H

I C

A G

I L L I N

O I S

R O

B I N

S O

N G

I N

E E

R I N

L T

O U

V E

N U

S O

U T

O L L A

N D

I L L I N

J S

P S

A G

N T

A N

S I

Bid Item # Description Qty U/M Base Bid Items

00 01 Base Bid Items-177th Street Water Main

00 01 A A Mobilization 1 JOB

00 01 A B Demobilization 1 JOB

00 01 A C Traffic Control 1 JOB

00 01 A D Inlet Filters 6 EACH

00 01 A E Perimeter Erosion Barrier 250 LF

00 01 A F Pipe Protection 10 LF

00 01 A G Tree Removal ( 6 to 15 Units Diameter) 6 UNIT

DIA

00 01 A H Fence Removal 60 LF

00 01 A J Pavement Removal 350 SQ YD

00 01 A K Combination Curb And Gutter Removal 150 LF

00 01 A L Driveway Pavement Removal 106 SQ YD

00 01 A M Sidewalk Removal 1,475 SQ FT

00 01 A N Catch Basin Removal 1 EACH

00 01 A P Storm Sewer Removal, 10-inch 20 LF

00 01 A Q Storm Sewer Removal, 15-inch 160 LF

00 01 A R Storm Sewer Removal, 18-inch 30 LF

00 01 A S Storm Sewer, Water Main Quality Pipe, 10-inch 20 LF

00 01 A T Storm Sewer, Water Main Quality Pipe, 15-inch 160 LF

00 01 A U Storm Sewer, Water Main Quality Pipe, 18-inch 30 LF

00 01 A V Ductile Iron Water Main, Class 52 With Polyethylene Encasement, 8-inch 550 LF

00 01 A W Fire Hydrant Assembly Complete 1 EACH

00 01 A X Gate Valve in Valve Box 1 EACH

00 01 A Y Line stop, 8-inch 1 EACH

00 01 A Z Connection to Existing Storm Structure 2 EACH

00 01 B A Connection to Existing Watermain 2 EACH

00 01 B B Catch Basin, Type C 2 EACH

00 01 B C Class D Patches, Type IV, 4 Inch 350 SQ YD

00 01 B D Hot-Mix Asphalt Driveway Pavement, 4-inch 80 SQ YD

00 01 B E PCC Driveway Pavement, 7-inch 26 SQ YD

00 01 B F Portland Cement Concrete Sidewalk 5 Inch 1,475 SQ FT

00 01 B G Detectable Warnings 50 SQ FT

00 01 B H Combination Curb And Gutter Replacement 150 LF

00 01 B J Thermoplastic Pavement Markings, 4-inch 140 LF

00 01 B K Thermoplastic Pavement Markings, 24-inch 30 LF

00 01 B L Thermoplastic Pavement Markings, Letters and Symbols 250 SQ FT

00 01 B M Fence Replacement, PVC 60 LF

00 01 B N Sodding, Salt Tolerant (Special) 490 SQ YD

00 01 B P Performance & Payment Bond for Base Bid Items 0001AC - 0001BN 1 LOT

Bid Item # Description Qty U/M Base Bid Items

00 02 Base Bid Items-Maple Lane Water Main

00 02 A A Traffic Control 1 JOB

00 02 A B Inlet Filters 7 EACH

00 02 A C Tree Protection 7 EACH

00 02 A D Pavement Removal 1,100 SQ YD

00 02 A E Combination Curb And Gutter Removal 180 LF

00 02 A F Driveway Pavement Removal 12 SQ YD

00 02 A G Sidewalk Removal 2,000 SQ FT

00 02 A H Fire Hydrants To Be Removed 4 EACH

00 02 A J Remove And Abandon Valve Box 1 EACH

00 02 A K Water Main To Be Abandoned, 6-inch 1 EACH

00 02 A L Sanitary Sewer Service Adjustment 3 EACH

00 02 A M 6" Cut And Cap 2 EACH

00 02 A N Storm Sewer Removal, 10-inch 12 LF

00 02 A P Storm Sewer, Water Main Quality Pipe, 10-inch 12 LF

00 02 A Q Storm Sewer Removal, 12-inch 96 LF

00 02 A R Storm Sewer, Water Main Quality Pipe, 12-inch 96 LF

00 02 A S Ductile Iron Water Main, Class 52 With Polyethylene Encasement, 8-inch 1,200 LF

00 02 A T Fire Hydrant Assembly Complete 4 EACH

00 02 A U 6" X 6" Tapping Sleeve And Valve In Valve Box 2 EACH

00 02 A V 6" X 6" Tapping Sleeve And Valve In Valve Vault, Type A, 4' Diameter, Type 1 Frame, Closed Lid 2 EACH

00 02 A W 12" X 8" Tapping Sleeve And Valve In Valve Box 1 EACH

00 02 A X 12" X 8" Tapping Sleeve And Valve In Valve Vault, Type A, 5' Diameter, Type 1 Frame, Closed Lid 1 EACH

00 02 A Y Steel Casings 20-inch 22 LF

00 02 A Z 1" Water Service (Short) 17 EACH

00 02 B A 1" Water Service (Long) 11 EACH

00 02 B B Line stop, 6-inch 3 EACH

00 02 B C Connection to Existing Storm Structure 8 EACH

00 02 B D Class D Patches, Type IV, 4 Inch 1,100 SQ YD

00 02 B E Hot-Mix Asphalt Driveway Pavement, 4-inch 12 SQ YD

00 02 B F Portland Cement Concrete Sidewalk 5 Inch 2,000 SQ FT

00 02 B G Detectable Warnings 100 SQ FT

00 02 B H Combination Curb And Gutter Replacement 180 LF

00 02 B J Sodding, Salt Tolerant (Special) 150 SQ YD

00 02 B K Performance & Payment Bond for Base Bid Items 0002AA - 0002BJ 1 LOT

AutoCAD SHX Text

SHEET OF

AutoCAD SHX Text

L I C

I T

A T

I O

F I

D W

C K

D E

S I G

N E

D E

S C

R I P

T I O

2 3

4 5

M A

R K

D A

T E

F I

B E

S I Z

S U

B M

I T

T E

P L O

C A

L E

L O

A T

T R

A C

K I N

C O

N T

R A

SHEET

IDENTIFICATION

US Army Corps of Engineers

Chicago District

A C

T I O

N D

A T

E D

E S

C R

I P

T I O

N M

A R

K T

R A

C K

I N

A C

T I O

N D

A T

LAST SAVED BY: LLARSEN ON 7/19/19

PLOTTED BY: RICHARD GONDEK ON 8/13/19

U A

CU-102

H A

Z E

R E

L I N

O I S

W A

T E

L A

C E

M E

N I T

A R

E W

A B

I L

I T

A T

I O

S U

M M

A R

U A

N T

I T

I E

E R

A L

O T

E S

U S

R M

O R

N G

I N

E E

R S

C H

I C

A G

I S

T R

I C

C H

I C

A G

I L L I N

O I S

R O

B I N

S O

N G

I N

E E

R I N

L T

O U

V E

N U

S O

U T

O L L A

N D

I L L I N

J S

P S

A G

N T

A N

S I

GENERAL NOTES

WORK AREASWORK AREAS

BASE BID AND OPTION AREA #1OPTION AREA #2 & OPTION AREA #3 BASE BID

Bid Item # Description Qty U/M Option Area #1 Bid Items

00 03 Option Area #1 Bid Items-Maple Lane Water Main

00 03 A A Traffic Control 1 JOB

00 03 A B Inlet Filters 3 EACH

00 03 A C Tree Protection 3 EACH

00 03 A D Pavement Removal 300 SQ YD

00 03 A E Sidewalk Removal 560 SQ FT

00 03 A F Catch Basin Removal 1 EACH

00 03 A G Water Main To Be Abandoned, 6-inch 1 EACH

00 03 A H Sanitary Sewer Service Adjustment 1 EACH

00 03 A J 6" Cut And Cap 1 EACH

00 03 A K Pressure Relief Station 1 EACH

00 03 A L Storm Sewer Removal, 10-inch 12 LF

00 03 A M Storm Sewer, Water Main Quality Pipe, 10-inch 12 LF

00 03 A N Ductile Iron Water Main, Class 52 With Polyethylene Encasement, 8-inch 320 LF

00 03 A P 8" X 8" Tapping Sleeve And Valve In Valve Vault, Type A, 5' Diameter, Type 1 Frame, Closed Lid 1 EACH

00 03 A Q 8" X 8" Tapping Sleeve And Valve In Valve Box 1 EACH

00 03 A R 1" Water Service (Short) 3 EACH

00 03 A S 1" Water Service (Long) 4 EACH

00 03 A T Line stop, 6-inch 1 EACH

00 03 A U Catch Basin, Type C 1 EACH

00 03 A V Class D Patches, Type IV, 4 Inch 300 SQ YD

00 03 A W Portland Cement Concrete Sidewalk 5 Inch 560 SQ FT

00 03 A X Sodding, Salt Tolerant (Special) 100 SQ YD

00 03 A Y Performance & Payment Bond for Base Bid Items 0003AA - 0003AX 1 LOT

Bid Item # Description Qty U/M Option Area #3 Bid Items

00 05 Option Area #3 Bid Items-CIPP (Manhole 148 through Manhole 131)

00 05 A A Traffic Control 1 JOB

00 05 A B Sanitary Sewer to be Pipelined, 8-inch 360 LF

00 05 A C Sanitary Sewer to be Pipelined, 10-inch 174 LF

00 05 A D Service Laterals to be Reinstated 17 EACH

00 05 A E Cut Protruding Taps 5 EACH

00 05 A F Performance & Payment Bond for Base Bid Items 0005AA - 0005AE 1 LOT

Bid Item # Description Qty U/M Option Area #2 Bid Items

00 04 Option Area #2 Bid Items- CIPP (Manhole 156 through Manhole 148)

00 04 A A Mobilization 1 JOB

00 04 A B Demobilization 1 JOB

00 04 A C Traffic Control 1 JOB

00 04 A D Sanitary Sewer to be Pipelined, 8-inch 640 LF

00 04 A E Service Laterals to be Reinstated 20 EACH

00 04 A F Cut Protruding Taps 5 EACH

00 04 A G Performance & Payment Bond for Base Bid Items 0004AC - 0004AF 1 LOT

AutoCAD SHX Text

SHEET OF

AutoCAD SHX Text

1. THE CONSTRUCTION OF THE WATER MAIN SHALL BE PERFORMED ACCORDING TO THE LATEST EDITION OF THE THE CONSTRUCTION OF THE WATER MAIN SHALL BE PERFORMED ACCORDING TO THE LATEST EDITION OF THE CONSTRUCTION OF THE WATER MAIN SHALL BE PERFORMED ACCORDING TO THE LATEST EDITION OF THE CONSTRUCTION OF THE WATER MAIN SHALL BE PERFORMED ACCORDING TO THE LATEST EDITION OF THE OF THE WATER MAIN SHALL BE PERFORMED ACCORDING TO THE LATEST EDITION OF THE OF THE WATER MAIN SHALL BE PERFORMED ACCORDING TO THE LATEST EDITION OF THE THE WATER MAIN SHALL BE PERFORMED ACCORDING TO THE LATEST EDITION OF THE THE WATER MAIN SHALL BE PERFORMED ACCORDING TO THE LATEST EDITION OF THE WATER MAIN SHALL BE PERFORMED ACCORDING TO THE LATEST EDITION OF THE WATER MAIN SHALL BE PERFORMED ACCORDING TO THE LATEST EDITION OF THE MAIN SHALL BE PERFORMED ACCORDING TO THE LATEST EDITION OF THE MAIN SHALL BE PERFORMED ACCORDING TO THE LATEST EDITION OF THE SHALL BE PERFORMED ACCORDING TO THE LATEST EDITION OF THE SHALL BE PERFORMED ACCORDING TO THE LATEST EDITION OF THE BE PERFORMED ACCORDING TO THE LATEST EDITION OF THE BE PERFORMED ACCORDING TO THE LATEST EDITION OF THE PERFORMED ACCORDING TO THE LATEST EDITION OF THE PERFORMED ACCORDING TO THE LATEST EDITION OF THE ACCORDING TO THE LATEST EDITION OF THE ACCORDING TO THE LATEST EDITION OF THE TO THE LATEST EDITION OF THE TO THE LATEST EDITION OF THE THE LATEST EDITION OF THE THE LATEST EDITION OF THE LATEST EDITION OF THE LATEST EDITION OF THE EDITION OF THE EDITION OF THE OF THE OF THE THE THE STANDARD SPECIFICATIONS FOR WATER AND SEWER MAIN CONSTRUCTION IN ILLINOIS. 2. BOTH THE ROBINSON ENGINEERING, LTD. FIELD OFFICE (708-331-6700) AND THE VILLAGE OF HAZEL CREST BOTH THE ROBINSON ENGINEERING, LTD. FIELD OFFICE (708-331-6700) AND THE VILLAGE OF HAZEL CREST THE ROBINSON ENGINEERING, LTD. FIELD OFFICE (708-331-6700) AND THE VILLAGE OF HAZEL CREST THE ROBINSON ENGINEERING, LTD. FIELD OFFICE (708-331-6700) AND THE VILLAGE OF HAZEL CREST ROBINSON ENGINEERING, LTD. FIELD OFFICE (708-331-6700) AND THE VILLAGE OF HAZEL CREST ROBINSON ENGINEERING, LTD. FIELD OFFICE (708-331-6700) AND THE VILLAGE OF HAZEL CREST ENGINEERING, LTD. FIELD OFFICE (708-331-6700) AND THE VILLAGE OF HAZEL CREST ENGINEERING, LTD. FIELD OFFICE (708-331-6700) AND THE VILLAGE OF HAZEL CREST LTD. FIELD OFFICE (708-331-6700) AND THE VILLAGE OF HAZEL CREST LTD. FIELD OFFICE (708-331-6700) AND THE VILLAGE OF HAZEL CREST FIELD OFFICE (708-331-6700) AND THE VILLAGE OF HAZEL CREST FIELD OFFICE (708-331-6700) AND THE VILLAGE OF HAZEL CREST OFFICE (708-331-6700) AND THE VILLAGE OF HAZEL CREST OFFICE (708-331-6700) AND THE VILLAGE OF HAZEL CREST (708-331-6700) AND THE VILLAGE OF HAZEL CREST (708-331-6700) AND THE VILLAGE OF HAZEL CREST AND THE VILLAGE OF HAZEL CREST AND THE VILLAGE OF HAZEL CREST THE VILLAGE OF HAZEL CREST THE VILLAGE OF HAZEL CREST VILLAGE OF HAZEL CREST VILLAGE OF HAZEL CREST OF HAZEL CREST OF HAZEL CREST HAZEL CREST HAZEL CREST CREST CREST WATER DEPARTMENT (708-335-9600 EXT.200) SHALL BE NOTIFIED TWO (2) WORKING DAYS BEFORE DEPARTMENT (708-335-9600 EXT.200) SHALL BE NOTIFIED TWO (2) WORKING DAYS BEFORE DEPARTMENT (708-335-9600 EXT.200) SHALL BE NOTIFIED TWO (2) WORKING DAYS BEFORE (708-335-9600 EXT.200) SHALL BE NOTIFIED TWO (2) WORKING DAYS BEFORE (708-335-9600 EXT.200) SHALL BE NOTIFIED TWO (2) WORKING DAYS BEFORE EXT.200) SHALL BE NOTIFIED TWO (2) WORKING DAYS BEFORE EXT.200) SHALL BE NOTIFIED TWO (2) WORKING DAYS BEFORE SHALL BE NOTIFIED TWO (2) WORKING DAYS BEFORE SHALL BE NOTIFIED TWO (2) WORKING DAYS BEFORE BE NOTIFIED TWO (2) WORKING DAYS BEFORE BE NOTIFIED TWO (2) WORKING DAYS BEFORE NOTIFIED TWO (2) WORKING DAYS BEFORE NOTIFIED TWO (2) WORKING DAYS BEFORE TWO (2) WORKING DAYS BEFORE TWO (2) WORKING DAYS BEFORE (2) WORKING DAYS BEFORE (2) WORKING DAYS BEFORE WORKING DAYS BEFORE WORKING DAYS BEFORE DAYS BEFORE DAYS BEFORE BEFORE BEFORE CONSTRUCTION BEGINS. 3. THE EXISTING ROAD SIGNS AND MAILBOXES THAT INTERFERE WITH THE CONSTRUCTION WILL BE REMOVED OR THE EXISTING ROAD SIGNS AND MAILBOXES THAT INTERFERE WITH THE CONSTRUCTION WILL BE REMOVED OR EXISTING ROAD SIGNS AND MAILBOXES THAT INTERFERE WITH THE CONSTRUCTION WILL BE REMOVED OR EXISTING ROAD SIGNS AND MAILBOXES THAT INTERFERE WITH THE CONSTRUCTION WILL BE REMOVED OR ROAD SIGNS AND MAILBOXES THAT INTERFERE WITH THE CONSTRUCTION WILL BE REMOVED OR ROAD SIGNS AND MAILBOXES THAT INTERFERE WITH THE CONSTRUCTION WILL BE REMOVED OR SIGNS AND MAILBOXES THAT INTERFERE WITH THE CONSTRUCTION WILL BE REMOVED OR SIGNS AND MAILBOXES THAT INTERFERE WITH THE CONSTRUCTION WILL BE REMOVED OR AND MAILBOXES THAT INTERFERE WITH THE CONSTRUCTION WILL BE REMOVED OR AND MAILBOXES THAT INTERFERE WITH THE CONSTRUCTION WILL BE REMOVED OR MAILBOXES THAT INTERFERE WITH THE CONSTRUCTION WILL BE REMOVED OR MAILBOXES THAT INTERFERE WITH THE CONSTRUCTION WILL BE REMOVED OR THAT INTERFERE WITH THE CONSTRUCTION WILL BE REMOVED OR THAT INTERFERE WITH THE CONSTRUCTION WILL BE REMOVED OR INTERFERE WITH THE CONSTRUCTION WILL BE REMOVED OR INTERFERE WITH THE CONSTRUCTION WILL BE REMOVED OR WITH THE CONSTRUCTION WILL BE REMOVED OR WITH THE CONSTRUCTION WILL BE REMOVED OR THE CONSTRUCTION WILL BE REMOVED OR THE CONSTRUCTION WILL BE REMOVED OR CONSTRUCTION WILL BE REMOVED OR CONSTRUCTION WILL BE REMOVED OR WILL BE REMOVED OR WILL BE REMOVED OR BE REMOVED OR BE REMOVED OR REMOVED OR REMOVED OR OR OR RELOCATED. AFTER THE CONSTRUCTION IS COMPLETED, THE CONTRACTOR SHALL REPLACE THE SIGNS AND MAILBOXES AS DIRECTED BY THE ENGINEER. THIS WORK SHALL NOT BE PAID FOR SEPARATELY BUT WILL BE AS DIRECTED BY THE ENGINEER. THIS WORK SHALL NOT BE PAID FOR SEPARATELY BUT WILL BE AS DIRECTED BY THE ENGINEER. THIS WORK SHALL NOT BE PAID FOR SEPARATELY BUT WILL BE DIRECTED BY THE ENGINEER. THIS WORK SHALL NOT BE PAID FOR SEPARATELY BUT WILL BE DIRECTED BY THE ENGINEER. THIS WORK SHALL NOT BE PAID FOR SEPARATELY BUT WILL BE BY THE ENGINEER. THIS WORK SHALL NOT BE PAID FOR SEPARATELY BUT WILL BE BY THE ENGINEER. THIS WORK SHALL NOT BE PAID FOR SEPARATELY BUT WILL BE THE ENGINEER. THIS WORK SHALL NOT BE PAID FOR SEPARATELY BUT WILL BE THE ENGINEER. THIS WORK SHALL NOT BE PAID FOR SEPARATELY BUT WILL BE ENGINEER. THIS WORK SHALL NOT BE PAID FOR SEPARATELY BUT WILL BE ENGINEER. THIS WORK SHALL NOT BE PAID FOR SEPARATELY BUT WILL BE THIS WORK SHALL NOT BE PAID FOR SEPARATELY BUT WILL BE THIS WORK SHALL NOT BE PAID FOR SEPARATELY BUT WILL BE THIS WORK SHALL NOT BE PAID FOR SEPARATELY BUT WILL BE WORK SHALL NOT BE PAID FOR SEPARATELY BUT WILL BE WORK SHALL NOT BE PAID FOR SEPARATELY BUT WILL BE SHALL NOT BE PAID FOR SEPARATELY BUT WILL BE SHALL NOT BE PAID FOR SEPARATELY BUT WILL BE NOT BE PAID FOR SEPARATELY BUT WILL BE NOT BE PAID FOR SEPARATELY BUT WILL BE BE PAID FOR SEPARATELY BUT WILL BE BE PAID FOR SEPARATELY BUT WILL BE PAID FOR SEPARATELY BUT WILL BE PAID FOR SEPARATELY BUT WILL BE FOR SEPARATELY BUT WILL BE FOR SEPARATELY BUT WILL BE SEPARATELY BUT WILL BE SEPARATELY BUT WILL BE BUT WILL BE BUT WILL BE WILL BE WILL BE BE BE CONSIDERED INCIDENTAL TO THE CONTRACT. 4. WHEN IN THE CONSTRUCTION OPERATION, ANY LOOSE MATERIAL IS DEPOSITED IN THE FLOW LINE OF DITCHES, WHEN IN THE CONSTRUCTION OPERATION, ANY LOOSE MATERIAL IS DEPOSITED IN THE FLOW LINE OF DITCHES, IN THE CONSTRUCTION OPERATION, ANY LOOSE MATERIAL IS DEPOSITED IN THE FLOW LINE OF DITCHES, IN THE CONSTRUCTION OPERATION, ANY LOOSE MATERIAL IS DEPOSITED IN THE FLOW LINE OF DITCHES, THE CONSTRUCTION OPERATION, ANY LOOSE MATERIAL IS DEPOSITED IN THE FLOW LINE OF DITCHES, THE CONSTRUCTION OPERATION, ANY LOOSE MATERIAL IS DEPOSITED IN THE FLOW LINE OF DITCHES, CONSTRUCTION OPERATION, ANY LOOSE MATERIAL IS DEPOSITED IN THE FLOW LINE OF DITCHES, CONSTRUCTION OPERATION, ANY LOOSE MATERIAL IS DEPOSITED IN THE FLOW LINE OF DITCHES, OPERATION, ANY LOOSE MATERIAL IS DEPOSITED IN THE FLOW LINE OF DITCHES, OPERATION, ANY LOOSE MATERIAL IS DEPOSITED IN THE FLOW LINE OF DITCHES, ANY LOOSE MATERIAL IS DEPOSITED IN THE FLOW LINE OF DITCHES, ANY LOOSE MATERIAL IS DEPOSITED IN THE FLOW LINE OF DITCHES, LOOSE MATERIAL IS DEPOSITED IN THE FLOW LINE OF DITCHES, LOOSE MATERIAL IS DEPOSITED IN THE FLOW LINE OF DITCHES, MATERIAL IS DEPOSITED IN THE FLOW LINE OF DITCHES, MATERIAL IS DEPOSITED IN THE FLOW LINE OF DITCHES, IS DEPOSITED IN THE FLOW LINE OF DITCHES, IS DEPOSITED IN THE FLOW LINE OF DITCHES, DEPOSITED IN THE FLOW LINE OF DITCHES, DEPOSITED IN THE FLOW LINE OF DITCHES, IN THE FLOW LINE OF DITCHES, IN THE FLOW LINE OF DITCHES, THE FLOW LINE OF DITCHES, THE FLOW LINE OF DITCHES, FLOW LINE OF DITCHES, FLOW LINE OF DITCHES, LINE OF DITCHES, LINE OF DITCHES, OF DITCHES, OF DITCHES, DITCHES, DITCHES, GUTTERS OR OTHER DRAINAGE STRUCTURES SO THAT THE NATURAL FLOW OF WATER IS OBSTRUCTED, IT SHALL BE REMOVED AT THE CLOSE OF EACH DAY BY THE CONTRACTOR AT HIS EXPENSE. 5. EXISTING DRAINAGE FACILITIES SHALL NOT BE UNNECESSARILY DISTURBED. THE CONTRACTOR SHALL PROVIDE EXISTING DRAINAGE FACILITIES SHALL NOT BE UNNECESSARILY DISTURBED. THE CONTRACTOR SHALL PROVIDE DRAINAGE FACILITIES SHALL NOT BE UNNECESSARILY DISTURBED. THE CONTRACTOR SHALL PROVIDE DRAINAGE FACILITIES SHALL NOT BE UNNECESSARILY DISTURBED. THE CONTRACTOR SHALL PROVIDE FACILITIES SHALL NOT BE UNNECESSARILY DISTURBED. THE CONTRACTOR SHALL PROVIDE FACILITIES SHALL NOT BE UNNECESSARILY DISTURBED. THE CONTRACTOR SHALL PROVIDE SHALL NOT BE UNNECESSARILY DISTURBED. THE CONTRACTOR SHALL PROVIDE SHALL NOT BE UNNECESSARILY DISTURBED. THE CONTRACTOR SHALL PROVIDE NOT BE UNNECESSARILY DISTURBED. THE CONTRACTOR SHALL PROVIDE NOT BE UNNECESSARILY DISTURBED. THE CONTRACTOR SHALL PROVIDE BE UNNECESSARILY DISTURBED. THE CONTRACTOR SHALL PROVIDE BE UNNECESSARILY DISTURBED. THE CONTRACTOR SHALL PROVIDE UNNECESSARILY DISTURBED. THE CONTRACTOR SHALL PROVIDE UNNECESSARILY DISTURBED. THE CONTRACTOR SHALL PROVIDE DISTURBED. THE CONTRACTOR SHALL PROVIDE DISTURBED. THE CONTRACTOR SHALL PROVIDE THE CONTRACTOR SHALL PROVIDE THE CONTRACTOR SHALL PROVIDE THE CONTRACTOR SHALL PROVIDE CONTRACTOR SHALL PROVIDE CONTRACTOR SHALL PROVIDE SHALL PROVIDE SHALL PROVIDE PROVIDE PROVIDE TEMPORARY DRAINAGE FACILITIES WHEREVER NECESSARY TO MAINTAIN EXISTING DRAINAGE OUTLETS. THIS WORK SHALL BE INCIDENTAL TO THE CONTRACT. 6. AREAS DISTURBED BY CONSTRUCTION SHALL BE KEPT TO A MINIMUM. ALL AREAS DISTURBED UNNECESSARILY AREAS DISTURBED BY CONSTRUCTION SHALL BE KEPT TO A MINIMUM. ALL AREAS DISTURBED UNNECESSARILY DISTURBED BY CONSTRUCTION SHALL BE KEPT TO A MINIMUM. ALL AREAS DISTURBED UNNECESSARILY DISTURBED BY CONSTRUCTION SHALL BE KEPT TO A MINIMUM. ALL AREAS DISTURBED UNNECESSARILY BY CONSTRUCTION SHALL BE KEPT TO A MINIMUM. ALL AREAS DISTURBED UNNECESSARILY BY CONSTRUCTION SHALL BE KEPT TO A MINIMUM. ALL AREAS DISTURBED UNNECESSARILY CONSTRUCTION SHALL BE KEPT TO A MINIMUM. ALL AREAS DISTURBED UNNECESSARILY CONSTRUCTION SHALL BE KEPT TO A MINIMUM. ALL AREAS DISTURBED UNNECESSARILY SHALL BE KEPT TO A MINIMUM. ALL AREAS DISTURBED UNNECESSARILY SHALL BE KEPT TO A MINIMUM. ALL AREAS DISTURBED UNNECESSARILY BE KEPT TO A MINIMUM. ALL AREAS DISTURBED UNNECESSARILY BE KEPT TO A MINIMUM. ALL AREAS DISTURBED UNNECESSARILY KEPT TO A MINIMUM. ALL AREAS DISTURBED UNNECESSARILY KEPT TO A MINIMUM. ALL AREAS DISTURBED UNNECESSARILY TO A MINIMUM. ALL AREAS DISTURBED UNNECESSARILY TO A MINIMUM. ALL AREAS DISTURBED UNNECESSARILY A MINIMUM. ALL AREAS DISTURBED UNNECESSARILY A MINIMUM. ALL AREAS DISTURBED UNNECESSARILY MINIMUM. ALL AREAS DISTURBED UNNECESSARILY MINIMUM. ALL AREAS DISTURBED UNNECESSARILY ALL AREAS DISTURBED UNNECESSARILY ALL AREAS DISTURBED UNNECESSARILY ALL AREAS DISTURBED UNNECESSARILY AREAS DISTURBED UNNECESSARILY AREAS DISTURBED UNNECESSARILY DISTURBED UNNECESSARILY DISTURBED UNNECESSARILY UNNECESSARILY UNNECESSARILY SHALL BE RESTORED AS REQUIRED IN THE SPECIAL PROVISIONS AT THE CONTRACTOR'S EXPENSE. 7. ALL PAVEMENT, CURB AND SIDEWALK REMOVALS SHALL BE MADE BY MEANS OF A STRAIGHT SAW CUT JOINT, AT ALL PAVEMENT, CURB AND SIDEWALK REMOVALS SHALL BE MADE BY MEANS OF A STRAIGHT SAW CUT JOINT, AT PAVEMENT, CURB AND SIDEWALK REMOVALS SHALL BE MADE BY MEANS OF A STRAIGHT SAW CUT JOINT, AT PAVEMENT, CURB AND SIDEWALK REMOVALS SHALL BE MADE BY MEANS OF A STRAIGHT SAW CUT JOINT, AT CURB AND SIDEWALK REMOVALS SHALL BE MADE BY MEANS OF A STRAIGHT SAW CUT JOINT, AT CURB AND SIDEWALK REMOVALS SHALL BE MADE BY MEANS OF A STRAIGHT SAW CUT JOINT, AT AND SIDEWALK REMOVALS SHALL BE MADE BY MEANS OF A STRAIGHT SAW CUT JOINT, AT AND SIDEWALK REMOVALS SHALL BE MADE BY MEANS OF A STRAIGHT SAW CUT JOINT, AT SIDEWALK REMOVALS SHALL BE MADE BY MEANS OF A STRAIGHT SAW CUT JOINT, AT SIDEWALK REMOVALS SHALL BE MADE BY MEANS OF A STRAIGHT SAW CUT JOINT, AT REMOVALS SHALL BE MADE BY MEANS OF A STRAIGHT SAW CUT JOINT, AT REMOVALS SHALL BE MADE BY MEANS OF A STRAIGHT SAW CUT JOINT, AT SHALL BE MADE BY MEANS OF A STRAIGHT SAW CUT JOINT, AT SHALL BE MADE BY MEANS OF A STRAIGHT SAW CUT JOINT, AT BE MADE BY MEANS OF A STRAIGHT SAW CUT JOINT, AT BE MADE BY MEANS OF A STRAIGHT SAW CUT JOINT, AT MADE BY MEANS OF A STRAIGHT SAW CUT JOINT, AT MADE BY MEANS OF A STRAIGHT SAW CUT JOINT, AT BY MEANS OF A STRAIGHT SAW CUT JOINT, AT BY MEANS OF A STRAIGHT SAW CUT JOINT, AT MEANS OF A STRAIGHT SAW CUT JOINT, AT MEANS OF A STRAIGHT SAW CUT JOINT, AT OF A STRAIGHT SAW CUT JOINT, AT OF A STRAIGHT SAW CUT JOINT, AT A STRAIGHT SAW CUT JOINT, AT A STRAIGHT SAW CUT JOINT, AT STRAIGHT SAW CUT JOINT, AT STRAIGHT SAW CUT JOINT, AT SAW CUT JOINT, AT SAW CUT JOINT, AT CUT JOINT, AT CUT JOINT, AT JOINT, AT JOINT, AT AT AT THE DIRECTION OF THE ENGINEER. THIS WORK SHALL NOT BE PAID FOR SEPARATELY, BUT SHALL BE DIRECTION OF THE ENGINEER. THIS WORK SHALL NOT BE PAID FOR SEPARATELY, BUT SHALL BE DIRECTION OF THE ENGINEER. THIS WORK SHALL NOT BE PAID FOR SEPARATELY, BUT SHALL BE OF THE ENGINEER. THIS WORK SHALL NOT BE PAID FOR SEPARATELY, BUT SHALL BE OF THE ENGINEER. THIS WORK SHALL NOT BE PAID FOR SEPARATELY, BUT SHALL BE THE ENGINEER. THIS WORK SHALL NOT BE PAID FOR SEPARATELY, BUT SHALL BE THE ENGINEER. THIS WORK SHALL NOT BE PAID FOR SEPARATELY, BUT SHALL BE ENGINEER. THIS WORK SHALL NOT BE PAID FOR SEPARATELY, BUT SHALL BE ENGINEER. THIS WORK SHALL NOT BE PAID FOR SEPARATELY, BUT SHALL BE THIS WORK SHALL NOT BE PAID FOR SEPARATELY, BUT SHALL BE THIS WORK SHALL NOT BE PAID FOR SEPARATELY, BUT SHALL BE THIS WORK SHALL NOT BE PAID FOR SEPARATELY, BUT SHALL BE WORK SHALL NOT BE PAID FOR SEPARATELY, BUT SHALL BE WORK SHALL NOT BE PAID FOR SEPARATELY, BUT SHALL BE SHALL NOT BE PAID FOR SEPARATELY, BUT SHALL BE SHALL NOT BE PAID FOR SEPARATELY, BUT SHALL BE NOT BE PAID FOR SEPARATELY, BUT SHALL BE NOT BE PAID FOR SEPARATELY, BUT SHALL BE BE PAID FOR SEPARATELY, BUT SHALL BE BE PAID FOR SEPARATELY, BUT SHALL BE PAID FOR SEPARATELY, BUT SHALL BE PAID FOR SEPARATELY, BUT SHALL BE FOR SEPARATELY, BUT SHALL BE FOR SEPARATELY, BUT SHALL BE SEPARATELY, BUT SHALL BE SEPARATELY, BUT SHALL BE BUT SHALL BE BUT SHALL BE SHALL BE SHALL BE BE BE INCLUDED IN THE UNIT PRICE BID FOR THE VARIOUS ITEMS. 8. THE APPROXIMATE LOCATION OF KNOWN PUBLIC UTILITIES ARE PROVIDED FOR THE CONTRACTOR'S USE, AND THE APPROXIMATE LOCATION OF KNOWN PUBLIC UTILITIES ARE PROVIDED FOR THE CONTRACTOR'S USE, AND APPROXIMATE LOCATION OF KNOWN PUBLIC UTILITIES ARE PROVIDED FOR THE CONTRACTOR'S USE, AND APPROXIMATE LOCATION OF KNOWN PUBLIC UTILITIES ARE PROVIDED FOR THE CONTRACTOR'S USE, AND LOCATION OF KNOWN PUBLIC UTILITIES ARE PROVIDED FOR THE CONTRACTOR'S USE, AND LOCATION OF KNOWN PUBLIC UTILITIES ARE PROVIDED FOR THE CONTRACTOR'S USE, AND OF KNOWN PUBLIC UTILITIES ARE PROVIDED FOR THE CONTRACTOR'S USE, AND OF KNOWN PUBLIC UTILITIES ARE PROVIDED FOR THE CONTRACTOR'S USE, AND KNOWN PUBLIC UTILITIES ARE PROVIDED FOR THE CONTRACTOR'S USE, AND KNOWN PUBLIC UTILITIES ARE PROVIDED FOR THE CONTRACTOR'S USE, AND PUBLIC UTILITIES ARE PROVIDED FOR THE CONTRACTOR'S USE, AND PUBLIC UTILITIES ARE PROVIDED FOR THE CONTRACTOR'S USE, AND UTILITIES ARE PROVIDED FOR THE CONTRACTOR'S USE, AND UTILITIES ARE PROVIDED FOR THE CONTRACTOR'S USE, AND ARE PROVIDED FOR THE CONTRACTOR'S USE, AND ARE PROVIDED FOR THE CONTRACTOR'S USE, AND PROVIDED FOR THE CONTRACTOR'S USE, AND PROVIDED FOR THE CONTRACTOR'S USE, AND FOR THE CONTRACTOR'S USE, AND FOR THE CONTRACTOR'S USE, AND THE CONTRACTOR'S USE, AND THE CONTRACTOR'S USE, AND CONTRACTOR'S USE, AND CONTRACTOR'S USE, AND USE, AND USE, AND AND AND ARE BASED UPON INFORMATION AVAILABLE AT THE TIME OF THE ADVERTISEMENT FOR BIDS. THE OWNER AND BASED UPON INFORMATION AVAILABLE AT THE TIME OF THE ADVERTISEMENT FOR BIDS. THE OWNER AND BASED UPON INFORMATION AVAILABLE AT THE TIME OF THE ADVERTISEMENT FOR BIDS. THE OWNER AND UPON INFORMATION AVAILABLE AT THE TIME OF THE ADVERTISEMENT FOR BIDS. THE OWNER AND UPON INFORMATION AVAILABLE AT THE TIME OF THE ADVERTISEMENT FOR BIDS. THE OWNER AND INFORMATION AVAILABLE AT THE TIME OF THE ADVERTISEMENT FOR BIDS. THE OWNER AND INFORMATION AVAILABLE AT THE TIME OF THE ADVERTISEMENT FOR BIDS. THE OWNER AND AVAILABLE AT THE TIME OF THE ADVERTISEMENT FOR BIDS. THE OWNER AND AVAILABLE AT THE TIME OF THE ADVERTISEMENT FOR BIDS. THE OWNER AND AT THE TIME OF THE ADVERTISEMENT FOR BIDS. THE OWNER AND AT THE TIME OF THE ADVERTISEMENT FOR BIDS. THE OWNER AND THE TIME OF THE ADVERTISEMENT FOR BIDS. THE OWNER AND THE TIME OF THE ADVERTISEMENT FOR BIDS. THE OWNER AND TIME OF THE ADVERTISEMENT FOR BIDS. THE OWNER AND TIME OF THE ADVERTISEMENT FOR BIDS. THE OWNER AND OF THE ADVERTISEMENT FOR BIDS. THE OWNER AND OF THE ADVERTISEMENT FOR BIDS. THE OWNER AND THE ADVERTISEMENT FOR BIDS. THE OWNER AND THE ADVERTISEMENT FOR BIDS. THE OWNER AND ADVERTISEMENT FOR BIDS. THE OWNER AND ADVERTISEMENT FOR BIDS. THE OWNER AND FOR BIDS. THE OWNER AND FOR BIDS. THE OWNER AND BIDS. THE OWNER AND BIDS. THE OWNER AND THE OWNER AND THE OWNER AND THE OWNER AND OWNER AND OWNER AND AND AND ENGINEER DO NOT GUARANTEE THE ACCURACY OF UTILITIES INFORMATION. IT SHALL BE THE CONTRACTOR'S DO NOT GUARANTEE THE ACCURACY OF UTILITIES INFORMATION. IT SHALL BE THE CONTRACTOR'S DO NOT GUARANTEE THE ACCURACY OF UTILITIES INFORMATION. IT SHALL BE THE CONTRACTOR'S NOT GUARANTEE THE ACCURACY OF UTILITIES INFORMATION. IT SHALL BE THE CONTRACTOR'S NOT GUARANTEE THE ACCURACY OF UTILITIES INFORMATION. IT SHALL BE THE CONTRACTOR'S GUARANTEE THE ACCURACY OF UTILITIES INFORMATION. IT SHALL BE THE CONTRACTOR'S GUARANTEE THE ACCURACY OF UTILITIES INFORMATION. IT SHALL BE THE CONTRACTOR'S THE ACCURACY OF UTILITIES INFORMATION. IT SHALL BE THE CONTRACTOR'S THE ACCURACY OF UTILITIES INFORMATION. IT SHALL BE THE CONTRACTOR'S ACCURACY OF UTILITIES INFORMATION. IT SHALL BE THE CONTRACTOR'S ACCURACY OF UTILITIES INFORMATION. IT SHALL BE THE CONTRACTOR'S OF UTILITIES INFORMATION. IT SHALL BE THE CONTRACTOR'S OF UTILITIES INFORMATION. IT SHALL BE THE CONTRACTOR'S UTILITIES INFORMATION. IT SHALL BE THE CONTRACTOR'S UTILITIES INFORMATION. IT SHALL BE THE CONTRACTOR'S INFORMATION. IT SHALL BE THE CONTRACTOR'S INFORMATION. IT SHALL BE THE CONTRACTOR'S IT SHALL BE THE CONTRACTOR'S IT SHALL BE THE CONTRACTOR'S IT SHALL BE THE CONTRACTOR'S SHALL BE THE CONTRACTOR'S SHALL BE THE CONTRACTOR'S BE THE CONTRACTOR'S BE THE CONTRACTOR'S THE CONTRACTOR'S THE CONTRACTOR'S CONTRACTOR'S CONTRACTOR'S RESPONSIBILITY TO NOTIFY J.U.L.I.E. AT LEAST 48 HOURS PRIOR TO EXCAVATION TO VERIFY LOCATIONS OF ALL TO NOTIFY J.U.L.I.E. AT LEAST 48 HOURS PRIOR TO EXCAVATION TO VERIFY LOCATIONS OF ALL TO NOTIFY J.U.L.I.E. AT LEAST 48 HOURS PRIOR TO EXCAVATION TO VERIFY LOCATIONS OF ALL NOTIFY J.U.L.I.E. AT LEAST 48 HOURS PRIOR TO EXCAVATION TO VERIFY LOCATIONS OF ALL NOTIFY J.U.L.I.E. AT LEAST 48 HOURS PRIOR TO EXCAVATION TO VERIFY LOCATIONS OF ALL J.U.L.I.E. AT LEAST 48 HOURS PRIOR TO EXCAVATION TO VERIFY LOCATIONS OF ALL J.U.L.I.E. AT LEAST 48 HOURS PRIOR TO EXCAVATION TO VERIFY LOCATIONS OF ALL AT LEAST 48 HOURS PRIOR TO EXCAVATION TO VERIFY LOCATIONS OF ALL AT LEAST 48 HOURS PRIOR TO EXCAVATION TO VERIFY LOCATIONS OF ALL LEAST 48 HOURS PRIOR TO EXCAVATION TO VERIFY LOCATIONS OF ALL LEAST 48 HOURS PRIOR TO EXCAVATION TO VERIFY LOCATIONS OF ALL 48 HOURS PRIOR TO EXCAVATION TO VERIFY LOCATIONS OF ALL 48 HOURS PRIOR TO EXCAVATION TO VERIFY LOCATIONS OF ALL HOURS PRIOR TO EXCAVATION TO VERIFY LOCATIONS OF ALL HOURS PRIOR TO EXCAVATION TO VERIFY LOCATIONS OF ALL PRIOR TO EXCAVATION TO VERIFY LOCATIONS OF ALL PRIOR TO EXCAVATION TO VERIFY LOCATIONS OF ALL TO EXCAVATION TO VERIFY LOCATIONS OF ALL TO EXCAVATION TO VERIFY LOCATIONS OF ALL EXCAVATION TO VERIFY LOCATIONS OF ALL EXCAVATION TO VERIFY LOCATIONS OF ALL TO VERIFY LOCATIONS OF ALL TO VERIFY LOCATIONS OF ALL VERIFY LOCATIONS OF ALL VERIFY LOCATIONS OF ALL LOCATIONS OF ALL LOCATIONS OF ALL OF ALL OF ALL ALL ALL UTILITIES. 9. CONTRACTOR SHALL PROVIDE THE ENGINEER WITH A VIDEO RECORDING DETAILING ALL SURFACE CONDITIONS CONTRACTOR SHALL PROVIDE THE ENGINEER WITH A VIDEO RECORDING DETAILING ALL SURFACE CONDITIONS SHALL PROVIDE THE ENGINEER WITH A VIDEO RECORDING DETAILING ALL SURFACE CONDITIONS SHALL PROVIDE THE ENGINEER WITH A VIDEO RECORDING DETAILING ALL SURFACE CONDITIONS PROVIDE THE ENGINEER WITH A VIDEO RECORDING DETAILING ALL SURFACE CONDITIONS PROVIDE THE ENGINEER WITH A VIDEO RECORDING DETAILING ALL SURFACE CONDITIONS THE ENGINEER WITH A VIDEO RECORDING DETAILING ALL SURFACE CONDITIONS THE ENGINEER WITH A VIDEO RECORDING DETAILING ALL SURFACE CONDITIONS ENGINEER WITH A VIDEO RECORDING DETAILING ALL SURFACE CONDITIONS ENGINEER WITH A VIDEO RECORDING DETAILING ALL SURFACE CONDITIONS WITH A VIDEO RECORDING DETAILING ALL SURFACE CONDITIONS WITH A VIDEO RECORDING DETAILING ALL SURFACE CONDITIONS A VIDEO RECORDING DETAILING ALL SURFACE CONDITIONS A VIDEO RECORDING DETAILING ALL SURFACE CONDITIONS VIDEO RECORDING DETAILING ALL SURFACE CONDITIONS VIDEO RECORDING DETAILING ALL SURFACE CONDITIONS RECORDING DETAILING ALL SURFACE CONDITIONS RECORDING DETAILING ALL SURFACE CONDITIONS DETAILING ALL SURFACE CONDITIONS DETAILING ALL SURFACE CONDITIONS ALL SURFACE CONDITIONS ALL SURFACE CONDITIONS SURFACE CONDITIONS SURFACE CONDITIONS CONDITIONS CONDITIONS WITHIN THE PROJECT AREA PRIOR TO EXCAVATION. ALL RESTORATION SHALL BE COMPLETED TO THE THE PROJECT AREA PRIOR TO EXCAVATION. ALL RESTORATION SHALL BE COMPLETED TO THE THE PROJECT AREA PRIOR TO EXCAVATION. ALL RESTORATION SHALL BE COMPLETED TO THE PROJECT AREA PRIOR TO EXCAVATION. ALL RESTORATION SHALL BE COMPLETED TO THE PROJECT AREA PRIOR TO EXCAVATION. ALL RESTORATION SHALL BE COMPLETED TO THE AREA PRIOR TO EXCAVATION. ALL RESTORATION SHALL BE COMPLETED TO THE AREA PRIOR TO EXCAVATION. ALL RESTORATION SHALL BE COMPLETED TO THE PRIOR TO EXCAVATION. ALL RESTORATION SHALL BE COMPLETED TO THE PRIOR TO EXCAVATION. ALL RESTORATION SHALL BE COMPLETED TO THE TO EXCAVATION. ALL RESTORATION SHALL BE COMPLETED TO THE TO EXCAVATION. ALL RESTORATION SHALL BE COMPLETED TO THE EXCAVATION. ALL RESTORATION SHALL BE COMPLETED TO THE EXCAVATION. ALL RESTORATION SHALL BE COMPLETED TO THE ALL RESTORATION SHALL BE COMPLETED TO THE ALL RESTORATION SHALL BE COMPLETED TO THE RESTORATION SHALL BE COMPLETED TO THE RESTORATION SHALL BE COMPLETED TO THE SHALL BE COMPLETED TO THE SHALL BE COMPLETED TO THE BE COMPLETED TO THE BE COMPLETED TO THE COMPLETED TO THE COMPLETED TO THE TO THE TO THE THE THE SATISFACTION OF THE OWNER AND ENGINEER. 10. TEMPORARY ACCESS TO PROPERTIES AFFECTED BY THE CONSTRUCTION SHALL BE MAINTAINED AT ALL TIMES BY TEMPORARY ACCESS TO PROPERTIES AFFECTED BY THE CONSTRUCTION SHALL BE MAINTAINED AT ALL TIMES BY BY PLACEMENT OF TEMPORARY AGGREGATE. THE CONTRACTOR SHALL PERIODICALLY MONITOR ALL AFFECTED AREAS DURING THE PROJECT, AND SHALL PLACE ADDITIONAL AGGREGATE WHEN NECESSARY. THIS WORK SHALL DURING THE PROJECT, AND SHALL PLACE ADDITIONAL AGGREGATE WHEN NECESSARY. THIS WORK SHALL DURING THE PROJECT, AND SHALL PLACE ADDITIONAL AGGREGATE WHEN NECESSARY. THIS WORK SHALL THE PROJECT, AND SHALL PLACE ADDITIONAL AGGREGATE WHEN NECESSARY. THIS WORK SHALL THE PROJECT, AND SHALL PLACE ADDITIONAL AGGREGATE WHEN NECESSARY. THIS WORK SHALL PROJECT, AND SHALL PLACE ADDITIONAL AGGREGATE WHEN NECESSARY. THIS WORK SHALL PROJECT, AND SHALL PLACE ADDITIONAL AGGREGATE WHEN NECESSARY. THIS WORK SHALL AND SHALL PLACE ADDITIONAL AGGREGATE WHEN NECESSARY. THIS WORK SHALL AND SHALL PLACE ADDITIONAL AGGREGATE WHEN NECESSARY. THIS WORK SHALL SHALL PLACE ADDITIONAL AGGREGATE WHEN NECESSARY. THIS WORK SHALL SHALL PLACE ADDITIONAL AGGREGATE WHEN NECESSARY. THIS WORK SHALL PLACE ADDITIONAL AGGREGATE WHEN NECESSARY. THIS WORK SHALL PLACE ADDITIONAL AGGREGATE WHEN NECESSARY. THIS WORK SHALL ADDITIONAL AGGREGATE WHEN NECESSARY. THIS WORK SHALL ADDITIONAL AGGREGATE WHEN NECESSARY. THIS WORK SHALL AGGREGATE WHEN NECESSARY. THIS WORK SHALL AGGREGATE WHEN NECESSARY. THIS WORK SHALL WHEN NECESSARY. THIS WORK SHALL WHEN NECESSARY. THIS WORK SHALL NECESSARY. THIS WORK SHALL NECESSARY. THIS WORK SHALL THIS WORK SHALL THIS WORK SHALL THIS WORK SHALL WORK SHALL WORK SHALL SHALL SHALL NOT BE PAID FOR DIRECTLY, BUT SHALL BE CONSIDERED INCIDENTAL TO THE CONTRACT. 11.

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it.