OCWRC Walnut 1 CAP EFSD Outlet Siphon Phase 2 IFB Plans_Addendum 3.pdf

72 HOURS

BEFORE YOU DIG

(3 WORKING DAYS)

CALL MISS DIG

1-800-482-7171

(TOLL FREE)CALL811.COM or 811 Know what's below.

Call before you dig.

OAKLAND COUNTY, MICHIGAN

CITY OF SOUTHFIELD

OAKLAND COUNTY WATER RESOURCES COMMISSIONER

EVERGREEN-FARMINGTON SANITARY DRAIN DRAINAGE DISTRICT

WALNUT LAKE #1 P.S. CONVEYANCE CORRECTIVE ACTION PLAN

PHASE 2

PREPARED BY:

LOCATED IN

ISSUED FOR BID 05-23-2025

EVERGREEN-FARMINGTON TO FIRST-HAMILTON CONNECTION SEWER TUNNEL RECONSTRUCTION

WEB SITE: http: / / www.hrc-engr.com

555 HULET DRIVE

BLOOMFIELD HILLS, MICH.

P.O. BOX 824

48303 - 0824

PHONE: (248) 454-6300

FAX (1st. Floor): (248) 454-6312 FAX (2nd. Floor): (248) 338-2592

N

SEAL

WRC LEADERSHIP TEAM:

SCALE: NONE

PROJECT

LOCATION

PARTIALLY FUNDED BY THE STATE OF MICHIGAN

CLEAN WATER STATE REVOLVING FUND (CWSRF) CW5872-01

WEB SITE: http: / / www.asi-eng.com

21455 MELROSE AVE, BLDG R, SUITE 12

SOUTHFIELD, MICH. 48075

PHONE: (313) 567-3990

WEB SITE: http: / / www.fkengineering.com

30425 STEPHENSON HWY

MADISON HEIGHTS, MICH. 48071

PHONE: (248) 817-2946

SUB-CONSULTANT

SUB-CONSULTANT

FK ENGINEERING ASSOCIATES

HRC JOB. NO. 20240703

PERMIT NO.

DATE

PREPARED UNDER THE SUPERVISION OF: JAMES J. SURHIGH, P.E.

PROFESSIONAL ENGINEER- MICHIGAN NO. ___________________

HUBBELL, ROTH & CLARK, INC. JOB NO. 20240703

LISTED PERMIT(S):

6201042688

EGLE PART 41 SANITARY CONSTR.

SEAL

PREPARED UNDER THE SUPERVISION OF: ZACHARY F CARR, P.E.

PROFESSIONAL ENGINEER - MICHIGAN NO. ___________________

FK ENGINEERING, PLLC. JOB NO. ___________

6201049878

P41005373 v. 1

05/22/2025

24-162

AutoCAD SHX Text

BEVERLY

AutoCAD SHX Text

BEVERLY

AutoCAD SHX Text

OAKWOOD

AutoCAD SHX Text

ROSEMARY

AutoCAD SHX Text

PARK

AutoCAD SHX Text

HARRIET

AutoCAD SHX Text

CT.

AutoCAD SHX Text J

AutoCAD SHX Text O

AutoCAD SHX Text A

AutoCAD SHX Text

BEVERLY

AutoCAD SHX Text

NORTHFIELD

AutoCAD SHX Text K

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text

SUTHERLAND

AutoCAD SHX Text H

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text D

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text G

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

MONTE-

AutoCAD SHX Text

MARTRE

AutoCAD SHX Text

BIARRITZ

AutoCAD SHX Text

CIR.

AutoCAD SHX Text

CT

AutoCAD SHX Text

AutoCAD SHX Text

RUE

AutoCAD SHX Text

VERSAILLES

AutoCAD SHX Text

OAK PARK

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text N

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text H

AutoCAD SHX Text L

AutoCAD SHX Text A

AutoCAD SHX Text N

AutoCAD SHX Text D

AutoCAD SHX Text

NORTHLAND PARK

AutoCAD SHX Text

WEST HAMPTON

AutoCAD SHX Text

WESTOVER

AutoCAD SHX Text

WESTLAND

AutoCAD SHX Text R

AutoCAD SHX Text U

AutoCAD SHX Text T

AutoCAD SHX Text L

AutoCAD SHX Text A

AutoCAD SHX Text N

AutoCAD SHX Text D

AutoCAD SHX Text

CT.

AutoCAD SHX Text

MELROSE

AutoCAD SHX Text M

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text N

AutoCAD SHX Text O

AutoCAD SHX Text L

AutoCAD SHX Text I

AutoCAD SHX Text A

AutoCAD SHX Text

DORSET

AutoCAD SHX Text

CORNELL

AutoCAD SHX Text

ROXBURY

AutoCAD SHX Text

PIERCE

AutoCAD SHX Text

BRIXTON

AutoCAD SHX Text R

AutoCAD SHX Text U

AutoCAD SHX Text T

AutoCAD SHX Text L

AutoCAD SHX Text A

AutoCAD SHX Text N

AutoCAD SHX Text D

AutoCAD SHX Text

NORTH

AutoCAD SHX Text

PARK PL.

AutoCAD SHX Text N

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text H

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text K

AutoCAD SHX Text

J.L. HUDSON

AutoCAD SHX Text

PROVIDENCE

AutoCAD SHX Text

WINORA

AutoCAD SHX Text M

AutoCAD SHX Text A

AutoCAD SHX Text Y

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text I

AutoCAD SHX Text R

AutoCAD SHX Text

WINTER

AutoCAD SHX Text

CERNE

AutoCAD SHX Text

LA-

AutoCAD SHX Text

MAHON

AutoCAD SHX Text

SAXTON

AutoCAD SHX Text

ALBANY

AutoCAD SHX Text

MAPLE RIDGE

AutoCAD SHX Text

HAZELHURST

AutoCAD SHX Text

ROANOKE

AutoCAD SHX Text

BIRCHRIDGE

AutoCAD SHX Text

WOODWILL

AutoCAD SHX Text

NADOL

AutoCAD SHX Text

GREENWALD

AutoCAD SHX Text

BUTTERCREST

AutoCAD SHX Text

MIDWAY

AutoCAD SHX Text

DORSET

AutoCAD SHX Text

MAGNOLIA

AutoCAD SHX Text

MELROSE

AutoCAD SHX Text

STAHELIN

AutoCAD SHX Text

MAPLE RIDGE

AutoCAD SHX Text

BOENING

AutoCAD SHX Text

AVON

AutoCAD SHX Text

AVON

AutoCAD SHX Text

GREENVIEW

AutoCAD SHX Text

LA GRAONNE

AutoCAD SHX Text

LA RHONE

AutoCAD SHX Text

MIDWAY

AutoCAD SHX Text

CORNELL

AutoCAD SHX Text

WESTLAND

AutoCAD SHX Text

WESTOVER

AutoCAD SHX Text

WESTHAMPTON

AutoCAD SHX Text

WESTHAVEN

AutoCAD SHX Text

HOLLYWOOD

AutoCAD SHX Text

MADA

AutoCAD SHX Text

WOODBURN

AutoCAD SHX Text

MIDWAY

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text L

AutoCAD SHX Text N

AutoCAD SHX Text

AutoCAD SHX Text T

AutoCAD SHX Text A

AutoCAD SHX Text P

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text

MELROSE

AutoCAD SHX Text

WESTLAND

AutoCAD SHX Text

MACAULEY

AutoCAD SHX Text

WESTOVER

AutoCAD SHX Text

WESTHAMPTON

AutoCAD SHX Text

WESTHAVEN

AutoCAD SHX Text

TAPERT

AutoCAD SHX Text

AUDREY

AutoCAD SHX Text

NOEL

AutoCAD SHX Text M

AutoCAD SHX Text A

AutoCAD SHX Text P

AutoCAD SHX Text L

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text D

AutoCAD SHX Text G

AutoCAD SHX Text E

AutoCAD SHX Text

PHILIP

AutoCAD SHX Text L

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text K

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text

TEACUP

AutoCAD SHX Text

CT.

AutoCAD SHX Text

JEFFREY

AutoCAD SHX Text

KINGSWAY

AutoCAD SHX Text

CT.

AutoCAD SHX Text A

AutoCAD SHX Text D

AutoCAD SHX Text D

AutoCAD SHX Text I

AutoCAD SHX Text S

AutoCAD SHX Text O

AutoCAD SHX Text N

AutoCAD SHX Text L

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text K

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text

CONTINENTAL

AutoCAD SHX Text W

AutoCAD SHX Text A

AutoCAD SHX Text S

AutoCAD SHX Text H

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text G

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text N

AutoCAD SHX Text H

AutoCAD SHX Text A

AutoCAD SHX Text M

AutoCAD SHX Text P

AutoCAD SHX Text S

AutoCAD SHX Text H

AutoCAD SHX Text I

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text W

AutoCAD SHX Text J

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text Y

AutoCAD SHX Text P

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text N

AutoCAD SHX Text S

AutoCAD SHX Text Y

AutoCAD SHX Text L

AutoCAD SHX Text V

AutoCAD SHX Text A

AutoCAD SHX Text N

AutoCAD SHX Text I

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

BEDFORD

AutoCAD SHX Text

NORFOLK

AutoCAD SHX Text

FREDRICKSBURG

AutoCAD SHX Text

WILLIAMSBURG

AutoCAD SHX Text

PORTSMOUTH

AutoCAD SHX Text

ROANOKE

AutoCAD SHX Text

FAIRFAX

AutoCAD SHX Text

HAMPTON

AutoCAD SHX Text

RICHMOND

AutoCAD SHX Text

ALEXANDRIA

AutoCAD SHX Text

WOODBRIDGE

AutoCAD SHX Text 1.

AutoCAD SHX Text 2.

AutoCAD SHX Text 3.

AutoCAD SHX Text 4.

AutoCAD SHX Text 5.

AutoCAD SHX Text 6.

AutoCAD SHX Text 7.

AutoCAD SHX Text 8.

AutoCAD SHX Text 9.

AutoCAD SHX Text

ADDISON

AutoCAD SHX Text

ADDISON

AutoCAD SHX Text

GEORGE WASHINGTON

AutoCAD SHX Text

NEW HAMPSHIRE

AutoCAD SHX Text

STRATFORD

AutoCAD SHX Text

SILVERMAPLE

AutoCAD SHX Text

LATHRUP

AutoCAD SHX Text

ROBERT

AutoCAD SHX Text

RICHARD

AutoCAD SHX Text

LEE

AutoCAD SHX Text

RUTLAND

AutoCAD SHX Text

NEW

AutoCAD SHX Text

HAMPSHIRE

AutoCAD SHX Text

ANNA

AutoCAD SHX Text

NEW JERSEY

AutoCAD SHX Text

GEORGE

AutoCAD SHX Text

WASHINGTON

AutoCAD SHX Text

PENNSYLVANIA

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text I

AutoCAD SHX Text R

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text X

AutoCAD SHX Text

PIERCE

AutoCAD SHX Text

ADDISON

AutoCAD SHX Text G

AutoCAD SHX Text E

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text G

AutoCAD SHX Text E

AutoCAD SHX Text W

AutoCAD SHX Text A

AutoCAD SHX Text S

AutoCAD SHX Text H

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text G

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text N

AutoCAD SHX Text

STRATFORD

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text L

AutoCAD SHX Text L

AutoCAD SHX Text E

AutoCAD SHX Text

AGNEW

AutoCAD SHX Text

SHELLEY

AutoCAD SHX Text

ARIEL

AutoCAD SHX Text

LOUISE

AutoCAD SHX Text

MC CLUNG

AutoCAD SHX Text

BONSTELLE

AutoCAD SHX Text

LELO

AutoCAD SHX Text

RUTLAND

AutoCAD SHX Text

JILL

AutoCAD SHX Text

WENDY

AutoCAD SHX Text

MERRILL

AutoCAD SHX Text

CT.

AutoCAD SHX Text

CT.

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

LAMPLIGHTER

AutoCAD SHX Text

CARRIAGE LAMP

AutoCAD SHX Text

COACH LIGHT

AutoCAD SHX Text

CARRIAGE HILL

AutoCAD SHX Text

COACH HOUSE

AutoCAD SHX Text

CT

AutoCAD SHX Text

AutoCAD SHX Text C

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text E

AutoCAD SHX Text T

AutoCAD SHX Text R

AutoCAD SHX Text A

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text R

AutoCAD SHX Text O

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text

CT.

AutoCAD SHX Text L

AutoCAD SHX Text A

AutoCAD SHX Text T

AutoCAD SHX Text H

AutoCAD SHX Text R

AutoCAD SHX Text U

AutoCAD SHX Text P

AutoCAD SHX Text

JEANETTE

AutoCAD SHX Text

HILTON

AutoCAD SHX Text

PRAIRIE

AutoCAD SHX Text

RIDGECLIFFE

AutoCAD SHX Text

HILTON

AutoCAD SHX Text

JEANETTE

AutoCAD SHX Text

HILTON

AutoCAD SHX Text

CONTINENTAL

AutoCAD SHX Text

FILMORE

AutoCAD SHX Text

GOLDWIN

AutoCAD SHX Text

JEANETTE

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text A

AutoCAD SHX Text N

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text O

AutoCAD SHX Text N

AutoCAD SHX Text C

AutoCAD SHX Text O

AutoCAD SHX Text U

AutoCAD SHX Text R

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text

CONCOURSE

AutoCAD SHX Text

CATALINA

AutoCAD SHX Text

PARSONS

AutoCAD SHX Text

BARBARA

AutoCAD SHX Text

FRITCHIE

AutoCAD SHX Text

FILMORE

AutoCAD SHX Text

GOLDWIN

AutoCAD SHX Text

JEANETTE

AutoCAD SHX Text

HILTON

AutoCAD SHX Text

RED RIVER

AutoCAD SHX Text

RACKHAM

AutoCAD SHX Text

SANTA BARBARA

AutoCAD SHX Text

ROAD

AutoCAD SHX Text

MT. VERNON

AutoCAD SHX Text

ROAD

AutoCAD SHX Text

ROAD

AutoCAD SHX Text

EVERGREEN

AutoCAD SHX Text

GREENFIELD

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text S

AutoCAD SHX Text I

AutoCAD SHX Text L

AutoCAD SHX Text V

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text

AutoCAD SHX Text C

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text L

AutoCAD SHX Text A

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text W

AutoCAD SHX Text P

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text D

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text T

AutoCAD SHX Text M

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text N

AutoCAD SHX Text O

AutoCAD SHX Text L

AutoCAD SHX Text I

AutoCAD SHX Text A

AutoCAD SHX Text

LATHRUP

AutoCAD SHX Text S

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text G

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text

HARDEN

AutoCAD SHX Text A

AutoCAD SHX Text D

AutoCAD SHX Text D

AutoCAD SHX Text I

AutoCAD SHX Text S

AutoCAD SHX Text O

AutoCAD SHX Text N

AutoCAD SHX Text M

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text Y

AutoCAD SHX Text L

AutoCAD SHX Text A

AutoCAD SHX Text N

AutoCAD SHX Text D

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text M

AutoCAD SHX Text P

AutoCAD SHX Text L

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text H

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text I

AutoCAD SHX Text R

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text X

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text W

AutoCAD SHX Text H

AutoCAD SHX Text A

AutoCAD SHX Text M

AutoCAD SHX Text P

AutoCAD SHX Text S

AutoCAD SHX Text H

AutoCAD SHX Text I

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text B

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text M

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text Y

AutoCAD SHX Text L

AutoCAD SHX Text A

AutoCAD SHX Text N

AutoCAD SHX Text D

AutoCAD SHX Text O

AutoCAD SHX Text X

AutoCAD SHX Text L

AutoCAD SHX Text E

AutoCAD SHX Text Y

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text M

AutoCAD SHX Text B

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text L

AutoCAD SHX Text A

AutoCAD SHX Text N

AutoCAD SHX Text D

AutoCAD SHX Text G

AutoCAD SHX Text E

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text G

AutoCAD SHX Text E

AutoCAD SHX Text C

AutoCAD SHX Text A

AutoCAD SHX Text P

AutoCAD SHX Text I

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text L

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text W

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text R

AutoCAD SHX Text A

AutoCAD SHX Text T

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text D

AutoCAD SHX Text M

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text H

AutoCAD SHX Text A

AutoCAD SHX Text W

AutoCAD SHX Text A

AutoCAD SHX Text S

AutoCAD SHX Text H

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text G

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text N

AutoCAD SHX Text M

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text Y

AutoCAD SHX Text L

AutoCAD SHX Text A

AutoCAD SHX Text N

AutoCAD SHX Text D

AutoCAD SHX Text N

AutoCAD SHX Text

AutoCAD SHX Text C

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text O

AutoCAD SHX Text L

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text O

AutoCAD SHX Text N

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text C

AutoCAD SHX Text T

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text T

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text I

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text A

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text A

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text Y

AutoCAD SHX Text E

AutoCAD SHX Text T

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text T

AutoCAD SHX Text W

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text N

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text G

AutoCAD SHX Text L

AutoCAD SHX Text A

AutoCAD SHX Text U

AutoCAD SHX Text R

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text V

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text V

AutoCAD SHX Text E

AutoCAD SHX Text

NORWOOD

AutoCAD SHX Text W.

AutoCAD SHX Text

NORWOOD

AutoCAD SHX Text

NORWOOD

AutoCAD SHX Text N.

AutoCAD SHX Text S.

AutoCAD SHX Text F

AutoCAD SHX Text I

AutoCAD SHX Text L

AutoCAD SHX Text M

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text

GOLDWIN

AutoCAD SHX Text

PL.

AutoCAD SHX Text K

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text G

AutoCAD SHX Text S

AutoCAD SHX Text H

AutoCAD SHX Text I

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text

SOUTHFIELD

AutoCAD SHX Text S

AutoCAD SHX Text H

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text F

AutoCAD SHX Text I

AutoCAD SHX Text E

AutoCAD SHX Text L

AutoCAD SHX Text D

AutoCAD SHX Text

LA

AutoCAD SHX Text

ALBANY

AutoCAD SHX Text

LA

AutoCAD SHX Text

SEINE

AutoCAD SHX Text

LORIE

AutoCAD SHX Text 10.

AutoCAD SHX Text 11.

AutoCAD SHX Text

AutoCAD SHX Text

RO TWP

AutoCAD SHX Text %%uLIST OF DRAWINGS%%u

AutoCAD SHX Text

SHEET NO.

AutoCAD SHX Text %%uSHEET TITLE%%u

AutoCAD SHX Text

LOCATION MAP

AutoCAD SHX Text HRC_OLW.ctb

AutoCAD SHX Text OAKLAND COUNTY WATER RESOURCES COMMISSIONER: EFSD WALNUT LAKE #1 PUMP STATION - CORRECTIVE ACTION PLAN PHASE #2

AutoCAD SHX Text S:\Project files\2024 Project Files\24-162 OCWRC EFSD Outlet Siphon\CAD\G - General Sheets\G - General\c00pl00_cv - Standard\c00pl00_cv.dwg

AutoCAD SHX Text Thomas Coonan

AutoCAD SHX Text HRC_OLW.ctb

AutoCAD SHX Text

6/13/2025 11:50 AM

AutoCAD SHX Text 2025 Hubbell, Roth & Clark, Inc. All Rights Reserved

AutoCAD SHX Text

ORIGINAL PLOT SIZE: ARCH FULL BLEED D (36.00 X 24.00 INCHES)

AutoCAD SHX Text C

AutoCAD SHX Text JIM NASH - WATER RESOURCES COMMISSIONER ANNE VAARA - CHIEF DEPUTY STEVEN KORTH, P.E. - CHIEF MANAGER KELSEY COOKE - MANAGER AND CHIEF LEGAL OFFICER BRIAN COBURN, P.E. - MANAGER GARY NIGRO, P.E. - MANAGER CARRIE COX, P.E. - SPECIAL PROJECTS MANAGER

AutoCAD SHX Text COVER NOTES AND LEGEND EFSDDD FACILITIES OVERVIEW TOPOGRAPHIC SURVEY CONTROL PLAN AND SEWER OWNERSHIP EXISTING CONDITIONS SITE PLAN SITE DEMOLITION AND SOIL EROSION CONTROL PROPOSED SITE SANITARY SEWER PLAN SANITARY SEWER PROFILE SANITARY SEWER PROFILE SANITARY SEWER PROFILE PROPOSED SITE PLAN AND RESTORATION PROPOSED SITE DETAILS ISOMETRIC OF EXISTING STRUCTURES AND CHAMBERS EXISTING MANHOLE SOT140002 DETAIL EXISTING JUNCTION CHAMBER DETAIL EXISTING MANHOLE SOT140007 DETAIL EXISTING METER CHAMBER OC-S-1 DETAIL EXISTING RISER CHAMBER DETAIL EXISTING MANHOLE NO. 15 (GLWA) DETAIL REFERENCE DWG - EFSD EX. GATE AND FLUME CHAMBER REFERENCE DWG - EFSD EX. GATE AND FLUME CHAMBER GEOTECHNICAL INSTRUMENTATION PLAN GEOTECHNICAL INSTRUMENTATION DETAIL DEMOLITION - JUNCTION CHAMBER DETAIL DEMOLITION - METER CHAMBER DETAIL DEMOLITION - RISER CHAMBER DETAIL DEMOLITION - MANHOLE S0T140007 DETAIL DEMOLITION - MANHOLE SOT140002 DETAIL DEMOLITION - MANHOLE NO. 15 DETAIL TEMPORARY EARTH RESTRAINT SYSTEM (TERS) DETAIL TUNNEL DETAIL JUNCTION CHAMBER TUNNEL RESTRAINT DETAIL METER CHAMBER TUNNEL RESTRAINT DETAIL

AutoCAD SHX Text COVER G-1 G-2 C-1 C-2 C-3 C-4 C-5 C-6 C-7 C-8 C-9 C-10 C-11 C-12 C-13 C-14 C-15 C-16 C-17 C-18 C-19 C-20 D-1 D-2 D-3 D-4 D-5 D-6 T-1 T-2 T-3 T-4

AutoCAD SHX Text RISER CHAMBER TUNNEL RESTRAINT DETAIL MH SOT140002 TUNNEL RESTRAINT DETAIL MH SOT140007 TUNNEL RESTRAINT DETAIL STRUCTURAL - GENERAL NOTES STRUCTURAL - DROP CONNECTION DETAILS STRUCTURAL - METER CHAMBER PLANS & SECTIONS STRUCTURAL - METER CHAMBER SECTIONS & DETAILS STRUCTURAL - JUNCTION CHAMBER PLANS & SECTIONS RISER CHAMBER PLANS & SECTIONS MANHOLE SOT140002 PLANS & SECTIONS TUNNEL LINING DETAILS FLOW CONTROL DROP CONNECTION CONTROL SLUICE GATE PLANS & SECTIONS GATE SCHEDULE AND DETAILS ELECTRICAL ONE-LINE, NOTES, AND DETAILS ELECTRICAL SITE PLAN ELECTRICAL SITE PLAN MOT TRAFFIC CONTROL TYPICALS MOT TRAFFIC CONTROL TYPICALS MOT TRAFFIC CONTROL TYPICALS MOT WESTHAVEN AVE CLOSURE MOT EIGHT MILE WB DOUBLE LANE CLOSURE MOT SOUTHFIELD SERVICE DR SB RT LANE CLOSURE/PED DETOUR MOT SOUTHFIELD FWY NB LANE CLOSURE MOT NOTES/DETAIL

AutoCAD SHX Text T-5 T-6 T-7 S-1 S-2 S-3 S-4 S-5 S-6 S-7 L-1 FC-1 FC-2 P-1 P-2 E-1 E-2 E-3 TC-1 TC-2 TC-3 TC-4 TC-5 TC-6 TC-7 TC-8

GUY

G-V

12" WM

12" SAN. SWR.

12" STM. SWR.

OIL

GAS

72 HOURS

BEFORE YOU DIG

(3 WORKING DAYS)

CALL MISS DIG

1-800-482-7171

(TOLL FREE)CALL811.COM or 811 Know what's below.

Call before you dig.

APPROVED

CHECKED

DRAWN

DESIGNED

DATE

HRC JOB NO.

DATE

SCALE

ADDITIONS AND/OR REVISIONS

SHEET

NO.

OF

555 HULET DRIVE

BLOOMFIELD HILLS, MICH.

P.O. BOX 824

48303 - 0824

PHONE: (248) 454-6300

WEB SITE: www.hrcengr.com

FAX (1st. Floor): (248) 454-6312 FAX (2nd. Floor): (248) 454-6359

OAKLAND COUNTY WATER RESOURCES

COMMISSIONER

EVERGREEN-FARMINGTON

SANITARY DRAIN

WALNUT LAKE #1 P.S. C.A.P.

CONVEYANCE

IMPROVEMENTS PHASE #2

MELROSE

9 MILE RD

NORTHLAND PARK

WEST HAMPTON

WESTOVER

WESTLAND

R U

T

LA

N D

CT.

MELROSE

MAGNOL I A

DORSET

CORNELL

ROXBURY

WINORA

MAHON

SAXTON

ALBANY M

AP

LE

R

ID

G

E

HAZELHURST BIRCHRIDGE

W O

O D

W

IL

L

NADOL

GREENWALD

BU

TT

ER

C

R

ES

T

MIDWAY

DORSET

MAGNOLIA

ST

AH

EL

IN

M

AP

LE

R

ID

G

E

BO

EN

IN

G

AV

O

N

AV

O

N G

R

EE

N

VI

EW

LA

G

R

AO

N N

E

MIDWAY

CORNELL

WESTLAND

WESTOVER

WESTHAMPTON

WESTHAVEN

H O

LL

YW

O O

D

JEFFREY

8 MILE RD.

EV

ER

G R

EE

N

STARLANE

DORSET

MAGNOL I A

LA

TH

R U

P

LA

LA

SEINE

LORIE

EV

ER

G R

EE

N

SO

U

TH

FI

EL

D

R O

AD

HENRY FORD HIGH

PROJECT

LOCATION

GENERAL NOTES

CONSTRUCTION NOTES

DESCRIPTION OF SITE AND EXPECTED BEHAVIOR

ACCESS NOTES

NOISE NOTES

MATERIALS NOTES

VENTILATION NOTES

ILLUMINATION NOTES

AIR MONITORING NOTES

COORDINATION NOTES

UTILITIES

REMOVAL NOTES

RESTORATION NOTES

PROPOSED CONSTRUCTION SEQUENCE

AutoCAD SHX Text

WATER MAIN

AutoCAD SHX Text

DECIDUOUS TREE

AutoCAD SHX Text

DECIDUOUS SHRUB

AutoCAD SHX Text

CONIFEROUS TREE

AutoCAD SHX Text

STUMP/DEAD TREE

AutoCAD SHX Text

STORM MANHOLE

AutoCAD SHX Text

RISER & DOWN SPOUT

AutoCAD SHX Text

PUMP STATION

AutoCAD SHX Text

FIRE HYDRANT

AutoCAD SHX Text

UTILITY POLE

AutoCAD SHX Text

LIGHT POLE

AutoCAD SHX Text

GUY WIRE ANCHOR

AutoCAD SHX Text

UNDERGROUND MARKER

AutoCAD SHX Text

GAS BOX & BLOW OFF

AutoCAD SHX Text

BENCH MARK SYMBOL

AutoCAD SHX Text

GAS VALVE / PIPE END

AutoCAD SHX Text

RIGHT-OF-WAY

AutoCAD SHX Text

ABANDON & REMOVAL SYMBOLS

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text

%%UITEM

AutoCAD SHX Text

%%UEXISTING

AutoCAD SHX Text

%%USYMBOL

AutoCAD SHX Text

SOIL BORING/PAVEMENT CORE

AutoCAD SHX Text

BUILDING

AutoCAD SHX Text

TRAVERSE LINE & TRAVERSE POINT

AutoCAD SHX Text

WATER STOP BOX & SPRINKLER HEAD

AutoCAD SHX Text

METER PIT

AutoCAD SHX Text

GAS MAIN

AutoCAD SHX Text

STORM SEWER

AutoCAD SHX Text

SANITARY SEWER

AutoCAD SHX Text

COMBINED SEWER

AutoCAD SHX Text

UNSPECIFIED MANHOLE

AutoCAD SHX Text

GATE VALVE, GATE WELL & WELL

AutoCAD SHX Text

CONIFEROUS SHRUB

AutoCAD SHX Text

DRAINAGE FLOW

AutoCAD SHX Text

%%UPROPOSED

AutoCAD SHX Text

VERTICAL BOARD FENCE

AutoCAD SHX Text

SLOPE STAKE LINE

AutoCAD SHX Text

DRIVEWAY GRADING LICENCE

AutoCAD SHX Text

TEMPORARY EASEMENT

AutoCAD SHX Text

SQUARE/ROUND CATCHBASINS & INLETS IN PAVEMENT

AutoCAD SHX Text

EX. 12" STM.

AutoCAD SHX Text

EX. 12" SAN.

AutoCAD SHX Text

GAS

AutoCAD SHX Text

COMBINED PROPERTY

AutoCAD SHX Text

RELOCATE BY OTHERS

AutoCAD SHX Text

ADJUSTMENT

AutoCAD SHX Text

RELOCATE

AutoCAD SHX Text

ADJ

AutoCAD SHX Text

REL

AutoCAD SHX Text

REL B/O

AutoCAD SHX Text

DITCH

AutoCAD SHX Text

EDGE OF WATER

AutoCAD SHX Text

EDGE OF WETLAND

AutoCAD SHX Text

GUARDRAIL

AutoCAD SHX Text

CHAIN LINKE FENCE

AutoCAD SHX Text

FARM WIRE FENCE

AutoCAD SHX Text

EXIST. R.O.W.

AutoCAD SHX Text

BUCKEYE PETROLEUM

AutoCAD SHX Text

OIL

AutoCAD SHX Text

TELEPHONE

AutoCAD SHX Text

EX. TELE.

AutoCAD SHX Text

AT&T

AutoCAD SHX Text

EX. AT&T

AutoCAD SHX Text

PROPERTY LINE

AutoCAD SHX Text

HIGHWAY EASEMENT

AutoCAD SHX Text

RIGHT-OF-WAY/ EASEMENT PARCEL NUMBER

AutoCAD SHX Text W

AutoCAD SHX Text

CB

AutoCAD SHX Text

CB

AutoCAD SHX Text W

AutoCAD SHX Text

GM

AutoCAD SHX Text

STCO

AutoCAD SHX Text

EM

AutoCAD SHX Text

GAS METER

AutoCAD SHX Text

ELECTRIC METER

AutoCAD SHX Text

STORM CLEAN OUT

AutoCAD SHX Text

UTILITY REMOVAL

AutoCAD SHX Text

ABANDONMENT

AutoCAD SHX Text

AutoCAD SHX Text

UTILITY CROSSING

AutoCAD SHX Text

EARTH EXCAVATION EXTENTS

AutoCAD SHX Text

ST

AutoCAD SHX Text

EX. 12" COMB.

AutoCAD SHX Text

FORCE MAIN

AutoCAD SHX Text

UNDERGROUND FIBER OPTIC

AutoCAD SHX Text

SSL

AutoCAD SHX Text P.O.R.

AutoCAD SHX Text P.O.E.

AutoCAD SHX Text M.S.E.

AutoCAD SHX Text

STM. SWR.

AutoCAD SHX Text

SAN. SWR.

AutoCAD SHX Text W.M.

AutoCAD SHX Text R.O.W.

AutoCAD SHX Text T/C

AutoCAD SHX Text S.S.L.

AutoCAD SHX Text B.M.

AutoCAD SHX Text P.O.B.

AutoCAD SHX Text C.I.P.

AutoCAD SHX Text C.S.B.

AutoCAD SHX Text

POINT OF ROTATION

AutoCAD SHX Text

POINT OF ENDING

AutoCAD SHX Text

BENCH MARK

AutoCAD SHX Text

MECHANICALLY STABILIZED EMBANKMENT

AutoCAD SHX Text

STORM SEWER

AutoCAD SHX Text

SANITARY SEWER

AutoCAD SHX Text

WATER MAIN

AutoCAD SHX Text

RIGHT-OF-WAY

AutoCAD SHX Text

TOP OF CURB

AutoCAD SHX Text

SLOPE STAKE LINE

AutoCAD SHX Text

POINT OF BEGINNING

AutoCAD SHX Text

COMPACTED IN PLACE

AutoCAD SHX Text

COMPLETE SAND BACKFILL

AutoCAD SHX Text

%%UGENERAL

AutoCAD SHX Text

BC/BC

AutoCAD SHX Text

BACK-OF-CURB TO BACK-OF-CURB

AutoCAD SHX Text

EX./EXIST.

AutoCAD SHX Text

EXISTING

AutoCAD SHX Text D.I.

AutoCAD SHX Text

DUCTILE IRON

AutoCAD SHX Text H.D.P.E.

AutoCAD SHX Text

HIGH DENSITY POLYETHYLENE PIPE

AutoCAD SHX Text C.I.

AutoCAD SHX Text

CAST IRON

AutoCAD SHX Text

ESMT.

AutoCAD SHX Text

EASEMENT

AutoCAD SHX Text

STA.

AutoCAD SHX Text

STATION

AutoCAD SHX Text

PROP.

AutoCAD SHX Text E.O.M.

AutoCAD SHX Text

EDGE OF METAL

AutoCAD SHX Text

PT.

AutoCAD SHX Text

POINT

AutoCAD SHX Text

CONST.

AutoCAD SHX Text

CONSTRUCTION

AutoCAD SHX Text C

AutoCAD SHX Text

CENTERLINE

AutoCAD SHX Text L

AutoCAD SHX Text

TYP.

AutoCAD SHX Text

TYPICAL

AutoCAD SHX Text

GRVL.

AutoCAD SHX Text

GRAVEL

AutoCAD SHX Text

ASPH.

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

CONC.

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

ADA

AutoCAD SHX Text

AMERICAN DISABILITIES ACT

AutoCAD SHX Text

REM.

AutoCAD SHX Text

REMOVE

AutoCAD SHX Text

CMP

AutoCAD SHX Text

CORRUGATED METAL PIPE

AutoCAD SHX Text S.B.

AutoCAD SHX Text

SOIL BORING

AutoCAD SHX Text

PROPOSED

AutoCAD SHX Text L.C.

AutoCAD SHX Text D

AutoCAD SHX Text

R/RAD.

AutoCAD SHX Text

T/TAN.

AutoCAD SHX Text L

AutoCAD SHX Text

CH. BRG.

AutoCAD SHX Text P.C.

AutoCAD SHX Text P.C.C.

AutoCAD SHX Text P.I.

AutoCAD SHX Text P.T.

AutoCAD SHX Text P.O.C.

AutoCAD SHX Text P.R.C.

AutoCAD SHX Text P.V.C.

AutoCAD SHX Text P.V.I.

AutoCAD SHX Text P.V.T.

AutoCAD SHX Text

POINT ON CURVE

AutoCAD SHX Text

DEGREE OF CURVATURE

AutoCAD SHX Text

RADIUS

AutoCAD SHX Text

CENTRAL ANGLE

AutoCAD SHX Text

TANGENT

AutoCAD SHX Text

ARC LENGTH

AutoCAD SHX Text

CHORD LENGTH

AutoCAD SHX Text

POINT OF CURVATURE

AutoCAD SHX Text

POINT OF COMPOUND CURVATURE

AutoCAD SHX Text

POINT OF INTERSECTION

AutoCAD SHX Text

POINT OF TANGENCY

AutoCAD SHX Text

POINT OF REVERSE CURVATURE

AutoCAD SHX Text

POINT OF VERTICAL CURVE

AutoCAD SHX Text

POINT OF VERTICAL INTERSECTION

AutoCAD SHX Text

POINT OF VERTICAL TANGENCY

AutoCAD SHX Text

CHORD BEARING (LONG CHORD)

AutoCAD SHX Text

%%UHORIZONTAL CURVES

AutoCAD SHX Text

%%UVERTICAL CURVES

AutoCAD SHX Text C.I.A.

AutoCAD SHX Text

CONSTRUCTION INFLUENCE AREA

AutoCAD SHX Text

ABBREVIATIONS

AutoCAD SHX Text

TOPOGRAPHIC LEGEND

AutoCAD SHX Text 2025 Hubbell, Roth & Clark, Inc. All Rights Reserved

AutoCAD SHX Text C

AutoCAD SHX Text S:\Project files\2024 Project Files\24-162 OCWRC EFSD Outlet Siphon\CAD\C - Civil Sheets\Archived\c00pl01_A_notes - Standard\c00pl01_A_notes.dwg

AutoCAD SHX Text Thomas Coonan

AutoCAD SHX Text

6/17/2025 11:37 AM

AutoCAD SHX Text HRC_OLW.ctb

AutoCAD SHX Text files\2

AutoCAD SHX Text

FEB. 2025

AutoCAD SHX Text

ORIGINAL PLOT SIZE: ARCH D (24.00 X 36.00 INCHES)

AutoCAD SHX Text

CT.

AutoCAD SHX Text

AutoCAD SHX Text

GENERAL NOTES AND LEGEND

AutoCAD SHX Text

NONE

AutoCAD SHX Text G-1

AutoCAD SHX Text

MGH

AutoCAD SHX Text

MGH

AutoCAD SHX Text

JJS

AutoCAD SHX Text

DWM

AutoCAD SHX Text

1. THIS PROJECT CONSISTS OF TUNNELING FOR NEW SEWERS AND ABANDONMENT OF EXISTING SEWERS BETWEEN THE FOLLOWING EXISTING EVERGREEN-FARMINGTON SANITARY DRAIN STRUCTURES AT SOUTHFIELD ROAD BETWEEN WESTHAVEN AVENUE AND 8 MILE ROAD: JUNCTION CHAMBER, METER CHAMBER, RISER CHAMBER, DROP MANHOLE SOT140007, AND DROP MANHOLE SOT140002. NEW SEWERS WILL BE MINED THROUGH HORSESHOE TUNNELS. 2. ACCESS TO PERFORM TUNNELING WILL BE THROUGH EXISTING MANHOLES, WHICH WILL BE MODIFIED AS NEEDED TO PERFORM TUNNELING. ACCESS TO MANHOLES WILL BE ACHIEVED THROUGH RIGHT-OF-WAY ACCESS, EXISTING EASEMENTS, AND PROVIDED TEMPORARY CONSTRUCTION EASEMENTS. THIS DRAWING PACKAGE INCLUDES BYPASS PUMPING DETAILS NECESSARY TO BYPASS DRY WEATHER FLOW, LOCAL MANHOLE CONNECTIONS, AND ALLOW FOR FULL ISOLATION OF THE SEWER FOR ABANDONMENT OF EXISTING SEWERS AND TUNNELING OF NEW SEWERS. 3. THE BYPASS PUMPING PLAN SHOWN IS BASED ON THE BEST AVAILABLE INFORMATION AT THE TIME OF THE DESIGN. IF UPON FURTHER INVESTIGATION THE CONTRACTOR WISHES TO PROCEED DIFFERENTLY, A SEPARATE BYPASS PLAN SHALL BE SUBMITTED AND APPROVED BY THE OWNER AND THE ENGINEER PRIOR TO THE START OF CONSTRUCTION.

AutoCAD SHX Text

1. ALL WORK SHALL CONFORM TO THE LATEST REVISIONS OF THE WATER RESOURCES COMMISSION STANDARD SPECIFICATIONS ALL WORK SHALL CONFORM TO THE LATEST REVISIONS OF THE WATER RESOURCES COMMISSION STANDARD SPECIFICATIONS AND THE MICHIGAN DEPARTMENT OF TRANSPORTATION (MDOT) 2020 STANDARD SPECIFICATIONS FOR CONSTRUCTION AS APPLICABLE. 2. VEHICULAR AND PEDESTRIAN ACCESS TO BUILDINGS, RESIDENTIAL PROPERTY, AND THE LIKE SHALL BE MAINTAINED AT ALL VEHICULAR AND PEDESTRIAN ACCESS TO BUILDINGS, RESIDENTIAL PROPERTY, AND THE LIKE SHALL BE MAINTAINED AT ALL TIMES AS INDICATED ON THE DRAWINGS AND SPECIFICATIONS. 3. LOCATION AND DEPTH OF EXISTING UTILITIES AND SERVICE LEADS AS DEPICTED ON THE PLANS ARE APPROXIMATE AND LOCATION AND DEPTH OF EXISTING UTILITIES AND SERVICE LEADS AS DEPICTED ON THE PLANS ARE APPROXIMATE AND SHOWN ACCORDING TO THE INFORMATION AVAILABLE AND ARE TO BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO PERFORMING THE WORK. IT IS THE CONTRACTOR'S RESPONSIBILITY TO INVESTIGATE AHEAD AND DETERMINE THE PRECISE HORIZONTAL AND VERTICAL LOCATION OF THESE UTILITIES. THE CONTRACTOR SHALL REPORT IN WRITING ANY CONFLICTS SO THAT THE ENGINEER MAY DETERMINE AN APPROPRIATE COURSE OF ACTION. THIS WORK WILL NOT BE PAID FOR SEPARATELY, BUT SHALL BE INCLUDED IN THE RELATED CONTRACT ITEMS OF WORK. ANY DAMAGE TO UTILITIES IS THE CONTRACTOR'S RESPONSIBILITY TO REPAIR AS NECESSARY. 4. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ANY DELAYS, DAMAGES, COSTS AND/OR CHARGES INCURRED DUE TO THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ANY DELAYS, DAMAGES, COSTS AND/OR CHARGES INCURRED DUE TO AND/OR BY REASON OF ANY UTILITY, STRUCTURE, FEATURES AND/OR SITE CONDITION, WHETHER SHOWN ON THE PLANS OR NOT. THE CONTRACTOR SHALL REPAIR AND/OR REPLACE, AT ITS SOLE EXPENSE, TO AS GOOD OR BETTER CONDITION, ANY AND ALL UTILITIES, STRUCTURES, FEATURES AND/OR SITE CONDITIONS WHICH ARE IMPACTED BY REASON OF THE WORK, OR INJURED BY ITS OPERATIONS, OR DURING THE OPERATIONS OF ITS SUBCONTRACTORS OR SUPPLIERS. 5. DURING NON-WORKING HOURS, ANY OPEN SANITARY STRUCTURES SHALL BE PROPERLY SECURED WITH PROTECTIVE FENCING DURING NON-WORKING HOURS, ANY OPEN SANITARY STRUCTURES SHALL BE PROPERLY SECURED WITH PROTECTIVE FENCING AND TEMPORARY COVER. TEMPORARY COVER(S) OVER SANITARY CHAMBERS SHALL BE CAPABLE OF WITHSTANDING THE WEIGHT OF VEHICLES AND PEDESTRIANS. THIS WORK WILL NOT BE PAID FOR SEPARATELY, BUT SHALL BE INCLUDED IN THE RELATED ITEMS OF WORK. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTINUOUS MAINTENANCE OF THE TEMPORARY TRAFFIC CONTROL THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTINUOUS MAINTENANCE OF THE TEMPORARY TRAFFIC CONTROL DEVICES AND SOIL EROSION CONTROL MEASURES WITHIN THE CONSTRUCTION AREA AND APPROACHES TO PROJECT SITE, UNTIL THE FINAL COMPLETION OF THE PROJECT. THIS WORK WILL NOT BE PAID FOR SEPARATELY, BUT SHALL BE INCLUDED IN THE RELATED ITEMS OF WORK. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTINUOUS MAINTENANCE OF TEMPORARY ROAD SURFACES, AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTINUOUS MAINTENANCE OF TEMPORARY ROAD SURFACES, AND APPROACHES TO PROJECT SITE, UNTIL THE FINAL COMPLETION OF THE PROJECT. ANY DAMAGE TO EXISTING ROAD SURFACES, STRUCTURES, AND/OR FEATURES WITHIN THE PROJECT LIMITS AND APPROACHES TO PROJECT SITE, SHALL BE REPAIRED TO EXISTING OR BETTER CONDITION. THIS WORK WILL NOT BE PAID FOR SEPARATELY, BUT SHALL BE INCLUDED IN THE ITEM OF WORK "SITE PREPARATION AND MAINTENANCE OF TRAFFIC". 8. THE LOCATION OF MATERIAL STOCK PILES AND ON-SITE STAGING AREAS TO BE APPROVED BY THE ENGINEER. ANY THE LOCATION OF MATERIAL STOCK PILES AND ON-SITE STAGING AREAS TO BE APPROVED BY THE ENGINEER. ANY MATERIALS STOCKPILED OR STORED SHALL NOT CREATE AN EROSION PROBLEM, INTERFERE WITH DRAINAGE, OR CREATE INSUFFICIENT SIGHT DISTANCE. 9. EXISTING STREET NAME, GUIDE, REGULATORY SIGNS, MAILBOXES, ETC., WHICH CONFLICT WITH THE PROPOSED CONSTRUCTION EXISTING STREET NAME, GUIDE, REGULATORY SIGNS, MAILBOXES, ETC., WHICH CONFLICT WITH THE PROPOSED CONSTRUCTION SHALL BE REMOVED PRIOR TO CONSTRUCTION, STORED IN A MANNER WHICH WILL PREVENT DAMAGE, AND RE-SET IN LOCATIONS AS DIRECTED BY THE ENGINEER. THIS WORK WILL NOT BE PAID FOR SEPARATELY, BUT SHALL BE INCLUDED IN THE ITEM OF WORK "SITE PREPARATION AND MAINTENANCE OF TRAFFIC".

AutoCAD SHX Text

1. THE CONTRACTOR AND THEIR FORCES WILL NOT BE ALLOWED TO DISTURB AREAS THAT ARE NOT DIRECTLY IMPACTED BY THE CONSTRUCTION, LITTER, OR OTHERWISE DAMAGE THE PREMISES. 2. THE CONTRACTOR'S EMPLOYEES ARE EXPECTED TO RESPECT THE AREA AND ALL ITS USERS. DISORDERLY OR INTEMPERATE EMPLOYEE BEHAVIOR WILL NOT BE TOLERATED AND MAY RESULT IN THE EMPLOYEE'S REMOVAL FROM THE JOBSITE.

AutoCAD SHX Text

1. THIS WORK IS CONTAINED ON ROAD RIGHT-OF-WAY AND PRIVATE PROPERTY WITH NEGOTIATED ACCESS THIS WORK IS CONTAINED ON ROAD RIGHT-OF-WAY AND PRIVATE PROPERTY WITH NEGOTIATED ACCESS AGREEMENTS AND EASEMENTS. ACCESS TO THE WORK AREAS SHALL BE THROUGH APPROVED ROUTES AND NEGOTIATED PATHS ONLY. THE CONTRACTOR SHALL PROTECT PROPERTY OUTSIDE OF WORK AREAS AT ALL TIMES. 2. ACCESS TO PRIVATELY OWNED PARCELS THAT HAVE AN ACCESS AGREEMENT/CONSTRUCTION AGREEMENT ACCESS TO PRIVATELY OWNED PARCELS THAT HAVE AN ACCESS AGREEMENT/CONSTRUCTION AGREEMENT SHALL BE CONDUCTED PER THE INDIVIDUAL AGREEMENTS, WHICH WILL BE PROVIDED TO THE CONTRACTOR. 3. OBTAIN ALL RIGHT-OF-WAY PERMITS FROM THE AUTHORITIES HAVING JURISDICTION BEFORE BEGINNING WORK OBTAIN ALL RIGHT-OF-WAY PERMITS FROM THE AUTHORITIES HAVING JURISDICTION BEFORE BEGINNING WORK WITHIN ANY RIGHT OF WAY. 4. PROVIDE WRITTEN NOTICE AND OBTAIN PERMISSION FROM OCWRC PRIOR TO ENTRY OR WORK WITHIN THE PROVIDE WRITTEN NOTICE AND OBTAIN PERMISSION FROM OCWRC PRIOR TO ENTRY OR WORK WITHIN THE EXISTING STRUCTURES OR EVERGREEN-FARMINGTON SANITARY DRAIN SEWER. 5. CONTRACTOR WILL PROVIDE FOR FULL ACCESS FOR OWNER REPRESENTATIVES DURING ALL WORK-TIMES, CONTRACTOR WILL PROVIDE FOR FULL ACCESS FOR OWNER REPRESENTATIVES DURING ALL WORK-TIMES, INCLUDING CONFINED SPACE PERMIT AND RESCUE.

AutoCAD SHX Text

1. COMPLY WITH LOCAL NOISE ORDINANCES. PROVIDE NOISE BARRIERS TO REDUCE THE COMPLY WITH LOCAL NOISE ORDINANCES. PROVIDE NOISE BARRIERS TO REDUCE THE IMPACT OF OPERATIONS TO ADJACENT RESIDENTIAL PROPERTY OWNERS. AT THE PROPERTY LINE, NOISE LEVELS MAY NOT EXCEED THE MORE RESTRICTIVE OF LOCAL ORDINANCES OR 45 db AT NIGHT AND 70 db AT DAY.

AutoCAD SHX Text

1. MATERIALS USED DURING CONSTRUCTION TO BE SPECIFIED ON THE DETAILS SHEETS AND MATERIALS USED DURING CONSTRUCTION TO BE SPECIFIED ON THE DETAILS SHEETS AND IN THE SPECIFICATIONS. ALTERNATIVE MATERIALS MUST BE APPROVED BY THE ENGINEER. ALL MATERIALS TO BE INSTALLED PER MANUFACTURER RECOMMENDED PROCEDURES AND PRACTICES.

AutoCAD SHX Text

1. HYDROGEN SULFIDE AND METHANE GASES SHOULD BE EXPECTED TO BE PRESENT IN THE HYDROGEN SULFIDE AND METHANE GASES SHOULD BE EXPECTED TO BE PRESENT IN THE INTERCEPTOR. AS A MINIMUM, PROVIDE A VENTILATION SYSTEM CAPABLE OF HANDLING AIR FLOW AS REQUIRED BY MIOSHA REQUIREMENTS FOR VELOCITY, MANPOWER, AND OPERATING EQUIPMENT. 2. AIRBORNE HYDROGEN SULFIDE GAS LEVELS AT ADJACENT BUSINESSES OR RESIDENCES SHALL BE AIRBORNE HYDROGEN SULFIDE GAS LEVELS AT ADJACENT BUSINESSES OR RESIDENCES SHALL BE MAINTAINED AT LESS THAN A ONE HOUR TIME WEIGHTED AVERAGE OF 0.2 PARTS PER MILLION. MEASUREMENT OF THESE LEVELS SHOULD BE AT THE PERIMETER LINE OF THE WORK AREA, AT THREE LOCATIONS PER EACH SITE WITH OPEN INTERCEPTORS/FORCE MAINS. 3. PROVIDE SOUND BAFFLES OR MUFFLERS FOR VENTILATION EQUIPMENT AS REQUIRED TO MINIMIZE PROVIDE SOUND BAFFLES OR MUFFLERS FOR VENTILATION EQUIPMENT AS REQUIRED TO MINIMIZE THE DISRUPTION TO ADJACENT PROPERTY OWNERS. FOR VENTILATION NOISE LIMITATIONS, REFER TO "NOISE NOTES" THIS SHEET.

AutoCAD SHX Text

1. PROVIDE ILLUMINATION IN THE WORK AREAS IN ACCORDANCE WITH THE MIOSHA REQUIREMENTS FOR PROVIDE ILLUMINATION IN THE WORK AREAS IN ACCORDANCE WITH THE MIOSHA REQUIREMENTS FOR UNDERGROUND CONSTRUCTION. 2. MAINTAIN A MINIMUM INTENSITY OF 10-FOOT CANDLES IN WORK AREAS AND 5-FOOT CANDLES IN MAINTAIN A MINIMUM INTENSITY OF 10-FOOT CANDLES IN WORK AREAS AND 5-FOOT CANDLES IN WALKWAYS. 3. IN ABOVE GROUND AREAS, PROVIDE A MINIMUM INTENSITY OF 5-FOOT CANDLES IN TRAVEL AREAS. PROVIDE IN ABOVE GROUND AREAS, PROVIDE A MINIMUM INTENSITY OF 5-FOOT CANDLES IN TRAVEL AREAS. PROVIDE SHIELDING AS REQUIRED TO MINIMIZE IMPACTS ON ADJACENT PROPERTIES.

AutoCAD SHX Text

1. PROVIDE AIR MONITORING IN THE STRUCTURES IN ACCORDANCE WITH MIOSHA REQUIREMENTS. PROVIDE AIR MONITORING IN THE STRUCTURES IN ACCORDANCE WITH MIOSHA REQUIREMENTS. 2. MANHOLES, OPENING,S ETC. SHALL BE COVERED AND SEALED AT THE END OF THE DAY AND WHEN NOT IN MANHOLES, OPENING,S ETC. SHALL BE COVERED AND SEALED AT THE END OF THE DAY AND WHEN NOT IN USE TO ELIMINATE ODORS FROM THE EVERGREEN-FARMINGTON SANITARY DRAIN ENTERING THE ATMOSPHERE. 3. MONITOR FOR HYDROGEN SULFIDE GAS AT ADJACENT PROPERTY LINES TO PROVIDE FOR GAS LEVELS AS MONITOR FOR HYDROGEN SULFIDE GAS AT ADJACENT PROPERTY LINES TO PROVIDE FOR GAS LEVELS AS INDICATED UNDER "VENTILATION NOTES", THIS SHEET.

AutoCAD SHX Text COMCAST / XFINITY ATTN: MIKE MARLOW 41112 CONCEPT DR. PLYMOUTH, MI 48170 (313) 304-9996

AutoCAD SHX Text

AT&T ATTN: MATT SLIWA 54 N. MILL STREET, 4TH FL PONTIAC, MI 48342 (248) 817-0762

AutoCAD SHX Text

1. THE EXISTING UTILITIES LISTED BELOW AND SHOWN ON THESE PLANS REPRESENT THE BEST THE EXISTING UTILITIES LISTED BELOW AND SHOWN ON THESE PLANS REPRESENT THE BEST INFORMATION AVAILABLE AS OBTAINED FROM SURVEYS AND FROM UTILITY RECORD MAPS. THIS INFORMATION DOES NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY TO SATISFY THEMSELF AS TO THEIR ACCURACY OR OF THEIR RESPONSIBILITY IN CASE UTILITIES HAVE BEEN CONSTRUCTED, RELOCATED OR REMOVED.

AutoCAD SHX Text WIDE OPEN WEST ATTN: JOHN HAJEC 32650 N. AVIS ROAD MADISON HEIGHTS, MI 48071 (734) 237-4319

AutoCAD SHX Text CITY OF SOUTHFIELD ENGINEERING DEPARTMENT LEIGH SCHULTZ - CITY ENGINEER (248) 796-4812796-4812

AutoCAD SHX Text

2. PROTECT ALL EXISTING UTILITIES IN THE WORK AREA THAT ARE NOT BEING REMOVED. PLACE ADDITIONAL SHORING/ BRACING AND SUPPORTS TO COMPLETE PROPOSED EXCAVATIONS CONSIDERING THE CONSTRAINTS IMPOSED BY THE PRESENCE OF EXISTING UTILITIES. ALL COSTS ASSOCIATED WITH PROTECTING AND SUPPORTING UTILITIES DURING CONSTRUCTION ARE CONSIDERED AS PART OF THE WORK, AND SHALL BE INCLUDED IN THE UNIT PRICE BID. OWNERS OF PUBLIC UTILITIES WILL NOT BE REQUIRED TO MOVE ADDITIONAL POLES AND STRUCTURES THAT ARE NOT WITHIN GRADING LIMITS IN ORDER TO FACILITATE THE OPERATION OF CONSTRUCTION EQUIPMENT, UNLESS IT IS DETERMINED BY THE ENGINEER THAT SUCH POLE, LINE OR STRUCTURES CONSTITUTE A HAZARD TO THE PUBLIC OR ARE DANGEROUS TO THE CONTRACTOR'S OPERATIONS. 3. THE CONTRACTOR SHALL LOCATE ALL ACTIVE UNDERGROUND UTILITIES PRIOR TO STARTING WORK, AND SHALL CONDUCT OPERATIONS IN SUCH A MANNER AS TO INSURE THAT THOSE UTILITIES NOT REQUIRING RELOCATION WILL NOT BE DISTURBED. THE CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE ENGINEER OF ANY DISCREPANCIES WITH THE PLANS OR POSSIBLE CONFLICTS AT LEAST SEVEN (7) DAYS BEFORE PROPOSED CONSTRUCTION ACTIVITY IS SCHEDULED TO BEGIN. 4. FOR PROTECTION OF UNDERGROUND UTILITIES, THE CONTRACTOR SHALL DIAL (800) 482-7171 A MINIMUM OF 3 WORKING DAYS PRIOR TO EXCAVATING IN THE VICINITY OF UTILITY LINES. ALL "MISS-DIG" PARTICIPATING MEMBERS WILL THUS BE ROUTINELY NOTIFIED. THIS DOES NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY OF NOTIFYING UTILITY OWNERS WHO MAY NOT BE A PART OF THE "MISS-DIG" ALERT SYSTEM. 5. UTILITY POLES, OVERHEAD WIRES AND GUY WIRE SUPPORTS ARE PRESENT IN THE WORK AREA AS SHOWN ON THE PLANS. NO GUARANTEE IS IMPLIED THAT SUCH FACILITIES AS SHOWN ARE COMPLETE FOR THE ENTIRE PROJECT ROUTE. THE CONTRACTOR MUST EXERCISE CAUTION IN WORKING AROUND THESE AREAS. BRACING OF UTILITY POLES, AVOIDING OVERHEAD WIRES WITH EQUIPMENT AND ALL NECESSARY PROVISIONS TO PROTECT THESE FACILITIES ARE TO BE INCLUDED IN THE UNIT PRICES BID. NO ADDITIONAL COMPENSATION SHALL BE CONSIDERED FOR COORDINATION WITH THE UTILITY OWNER FOR TEMPORARY UTILITY POLE SUPPORT AND WIRE PROTECTION.

AutoCAD SHX Text CONSUMERS ENERGY CO GAS DISTRIBUTION CHERI PAYNE 4600 COOLIDGE HWY. ROYAL OAK, MI 48073 (248) 497-5771 GAS EMERGENCY: (800) 477-5050 STEVE JACKSON DAMAGE PREVENTION (586) 918-6736

AutoCAD SHX Text EVERGREEN-FARMINGTON SANITARY DRAIN DRAINAGE DISTRICT - OAKLAND COUNTY EVANS BANTIOS, P.E. CHIEF ENGINEER ONE PUBLIC WORKS DR. WATERFORD TWP. MI 48328 (248) 724-6617

AutoCAD SHX Text EVERGREEN-FARMINGTON RETENTION TREATMENT BASINS (RTB) ERIK FREDERIKSEN - SUPERVISOR ONE PUBLIC WORKS DR. WATERFORD TWP. MI 48328 FREDERICKSENE@OAKGOV.COM 248-544-4694

AutoCAD SHX Text 123NET - FIBER OPTIC 24700 NORTHWESTERN HWY, SUITE 700 SOUTHFIELD, MI 48075 (866) 603-4774

AutoCAD SHX Text

DTE ENERGY - GAS DISTRIBUTION SOUTHEAST REGION 313-235-4400

AutoCAD SHX Text DTE ENERGY - ELECTRIC MARVIN BELLAMY II DTE REFORD SERVICE CENTER - PLANNING (734) 278-2863

AutoCAD SHX Text CITY OF SOUTHFIELD ENGINEERING DEPARTMENT LEIGH SCHULTZ - CITY ENGINEER (248) 796-4812796-4812

AutoCAD SHX Text GREAT LAKES WATER AUTHORITY DAVID MCCORD - FIELD SERVICES - WASTEWATER CONVEYANCE (313) 999-2646

AutoCAD SHX Text

CITY OF SOUTHFIELD DEPARTMENT OF PUBLIC WORKS (248) 796-4860796-4860

AutoCAD SHX Text

1. THE WALNUT LAKE #1 PUMP STATION CONVEYANCE CORRECTIVE ACTION PLAN PROJECT (CW5872-01), INCLUDES TWO PHASES SEPARATED BY DIFFERENT CONTRACTS: PHASE #1 AND PHASE #2. THE WORK INCLUDED IN PHASE #1 WILL DIRECTLY AFFECT THE SCHEDULE OF WORK FOR PHASE #2. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION AND PLANNING WITH THE OWNER FOR SEQUENCING AND SCHEDULING OF THE TWO PHASES. 2. THE CONTRACTOR IS RESPONSIBLE FOR DAILY COORDINATION AND PLANNING WITH THE OWNER'S OPERATIONS AND CONTROLS STAFF DURING THE DURATION OF BYPASS PUMPING. NO FLOW MAY BE BYPASSED TO LOCAL SEWER SYSTEM. 3. COORDINATION WITH OTHER CIVIL SERVICES: CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH ALL PUBLIC AND PRIVATE SERVICES THAT MAY ACCESS CONSTRUCTION AREA, INCLUDING BUT NOT LIMITED TO: 1. U.S. POSTAL MAIL CARRIERS U.S. POSTAL MAIL CARRIERS 2. PRIVATE MAIL DELIVERY SERVICES (UNITED PARCEL SERVICE, FEDEX, DHL) PRIVATE MAIL DELIVERY SERVICES (UNITED PARCEL SERVICE, FEDEX, DHL) 3. MUNICIPAL AND CIVIL SERVICES (POLICE, FIRE, EMS) MUNICIPAL AND CIVIL SERVICES (POLICE, FIRE, EMS) 4. LOCAL RUBBISH, RECYCLING, AND REFUSE HAULERS LOCAL RUBBISH, RECYCLING, AND REFUSE HAULERS 4. CONTRACTOR IS RESPONSIBLE FOR GIVING THE HAULERS ACCESS TO THE JOB AND OR MOVING THE RUBBISH FROM THE AFFECTED RESIDENTS TO A LOCATION TO BE PICKED UP THAT IS AGREED UPON BETWEEN THE CONTRACTOR AND THE RUBBISH HAULER. 5. CONTRACTOR IS RESPONSIBLE TO KEEPING ALL ROADWAYS OPEN FOR EMERGENCY VEHICLES AT ALL TIMES, REGARDLESS IF THE ROAD IS CLOSED TO LOCAL AND NON-LOCAL TRAFFIC.

AutoCAD SHX Text ALL DEBRIS FROM SEWER CLEANING SHALL BE REMOVED OFFSITE AND BE PROPERLY DISPOSED OF IN ACCORDANCE WITH LOCAL, COUNTY, STATE AND FEDERAL REGULATION. ALL MATERIALS REMOVED OR EXCAVATED FOR COMPLETION OF THE WORK SHALL BECOME THE PROPERTY OF THE CONTRACTOR. SAWCUTTING FOR ALL PAVEMENT OR SEWER REMOVAL OPERATION IS REQUIRED AND IT WILL NOT BE PAID FOR SEPARATELY. ADDITIONAL COMPENSATION WILL NOT BE MADE FOR UNDERCUTS DUE TO CONTRACTOR FAILURE TO PROTECT OPEN GRADE. PRIOR TO THE REMOVAL OF ANY PAVEMENT, THE CONTRACTOR SHALL SAWCUT A CLEAN EDGE. THE OWNER SHALL NOT BE RESPONSIBLE FOR ANY ADDITIONAL PAVEMENT REMOVAL AND RESTORATION DUE TO THE CONTRACTOR'S FAILURE TO PROVIDE A CLEAN EDGE AND PROTECT DURING CONSTRUCTION.

AutoCAD SHX Text THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO THE PROPERTY BEYOND THE LIMITS OF CONSTRUCTION: INCLUDING EXISTING FENCING, LAWN, TREES, SHRUBBERY AND ANY AREAS AFFECTED BY IMPACTS OF CONSTRUCTION SUCH AS INSUFFICIENT IRRIGATION DUE TO DAMAGE TO SPRINKLER SYSTEM, UNCONTROLLED DUST, DIRT AND DEBRIS COLLECTION, EXCESSIVE VIBRATORY IMPACTS, ETC. ALL PAVEMENT AND SIDEWALK REMOVED TO ACCOMMODATE THE PROPOSED CONSTRUCTION ACTIVITY (INCLUDES TEMPORARY AND PERMANENT) IS REQUIRED TO BE RESTORED BASED ON THE STANDARDS OF THE OWNER JURISDICTION AND PERMIT CONDITIONS. ALL DISTURBED LAWN AREAS ARE REQUIRED TO BE RESTORED TO MATCH CURRENT CONDITIONS. DISTURBED AREAS INCLUDE, BUT ARE NOT LIMITED TO, DEFORMATIONS FROM TRAVERSING EQUIPMENT, STORAGE OF MATERIALS, TIRE/WHEEL RUTTING, OR EXCAVATION. CONTRACTOR IS RESPONSIBLE FOR REPLACING DAMAGED VEGETATION (TREES, SHRUBS, AND OTHER PLANTINGS) WITH AN IN-KIND SUITABLE REPLACEMENT FROM A LICENSED PLANT NURSERY. ALL COSTS CONSIDERED FOR RESTORATION WORK SHALL BE FACTORED INTO THE UNIT PRICE ESTABLISHED IN THE PROJECT BID FORM. IF SPECIFIC PAY ITEMS ARE NOT LISTED FOR ANY RESTORATION WORK, THE COST SHALL BE CONSIDERED AS INCIDENTAL AND FACTORED INTO THE OTHER UNIT PRICES BID IN THE PROJECT BID FORM.

AutoCAD SHX Text

1. MOBILIZE TO SITE MOBILIZE TO SITE 2. SET UP THE MAIN LAYDOWN AREA AT SOUTHFIELD ROAD AND WESTHAVEN AVENUE. (KEEP METER LOCATION ACTIVE SET UP THE MAIN LAYDOWN AREA AT SOUTHFIELD ROAD AND WESTHAVEN AVENUE. (KEEP METER LOCATION ACTIVE UNTIL THE NEW METER IS RUNNING AS PART OF PHASE I WORK BY OTHERS). PROVIDE CONTINUOUS ACCESS TO HOUSES ALONG WESTHAVEN AVENUE. 3. SET UP TRAFFIC CONTROL FOR THE MAIN SITE AND THE SOUTHFIELD HIGHWAY SITE. REROUTE BUS STOP ALONG 8 SET UP TRAFFIC CONTROL FOR THE MAIN SITE AND THE SOUTHFIELD HIGHWAY SITE. REROUTE BUS STOP ALONG 8 MILE ROAD. 4. CORE INTO THE SIDE OF THE JUNCTION CHAMBER, METER CHAMBER, RISER CHAMBER, MH SOT140002, AND MH CORE INTO THE SIDE OF THE JUNCTION CHAMBER, METER CHAMBER, RISER CHAMBER, MH SOT140002, AND MH SOT140007 AT THE PROPOSED SEWER ALIGNMENT TO INVESTIGATE BACKFILL. REPORT FINDINGS TO ENGINEER AND ALLOW TIME FOR EVALUATION. 5. TELEVISE THE 21"/42" SEWER DOWNSTREAM OF THE PROPOSED SOUTHFIELD HIGHWAY CONNECTION. SET UP TELEVISE THE 21"/42" SEWER DOWNSTREAM OF THE PROPOSED SOUTHFIELD HIGHWAY CONNECTION. SET UP BYPASS FOR THE 21" SOUTHFIELD SEWER AND BUILD SOUTHFIELD HIGHWAY TERS. MAKE CONNECTION FROM 21" SEWER TO 96" SEWER (INSTALL NEW/TEMP METERING ON 96"). ABANDON REMAINING 21"/42" SEWER DOWNSTREAM OF PROPOSED CONNECTION TO MH SOT140002. 6. REMOVE ALL EXISTING CHAMBER / MANHOLE ROOFS AND PROVIDE TEMPORARY ROOF LIDS. DEMOLISH AND REMOVE REMOVE ALL EXISTING CHAMBER / MANHOLE ROOFS AND PROVIDE TEMPORARY ROOF LIDS. DEMOLISH AND REMOVE ALL EQUIPMENT, WALLS, FLOORS, ELECTRICAL EQUIPMENT AND MECHANICAL EQUIPMENT WITHIN THE JUNCTION, METER, AND RISER CHAMBERS AND MH SOT140007. LEAVE MH SOT140002 EQUIPMENT FUNCTIONAL UNTIL BEFORE NEW SEWER ALIGNMENT IS PUT INTO SERVICE. 7. REMOVE DEBRIS IN THE SEWER SEGMENTS TO BE TEMPORARILY LINED. RECLEANING MAY BE NECESSARY. REMOVE DEBRIS IN THE SEWER SEGMENTS TO BE TEMPORARILY LINED. RECLEANING MAY BE NECESSARY. 8. INSTALL 54" FRP IN ALL SEWER SEGMENTS AND GROUT IN PLACE. INSTALL 54" FRP IN ALL SEWER SEGMENTS AND GROUT IN PLACE. 9. CONSTRUCT INTERIOR BRACING IN THE JUNCTION, METER, AND RISER CHAMBERS AND MH SOT140007. FILL THE CONSTRUCT INTERIOR BRACING IN THE JUNCTION, METER, AND RISER CHAMBERS AND MH SOT140007. FILL THE BOTTOM OF THE CHAMBERS AND MANHOLE WITH CONCRETE. 10. TUNNEL EAST FROM JUNCTION CHAMBER TO RISER CHAMBER. INSTALL 96" FRP WITHIN THE HORSESHOE TUNNEL TUNNEL EAST FROM JUNCTION CHAMBER TO RISER CHAMBER. INSTALL 96" FRP WITHIN THE HORSESHOE TUNNEL AND GROUT IN PLACE. 11. TUNNEL WEST FROM JUNCTION CHAMBER MH SOT140007. INSTALL 54" FRP WITHIN THE HORSESHOE TUNNEL AND TUNNEL WEST FROM JUNCTION CHAMBER MH SOT140007. INSTALL 54" FRP WITHIN THE HORSESHOE TUNNEL AND GROUT IN PLACE. 12. INSTALL NEW BASE SLAB, WALLS, GATE, LEVEL SENSORS, ETC.) WITHIN THE JUNCTION, METER, AND RISER INSTALL NEW BASE SLAB, WALLS, GATE, LEVEL SENSORS, ETC.) WITHIN THE JUNCTION, METER, AND RISER CHAMBERS AND MH SOT140007. 13. TUNNEL SOUTH FROM JUNCTION CHAMBER TO MH SOT140002. DEMOLISH AND REMOVE ALL EQUIPMENT, WALLS, TUNNEL SOUTH FROM JUNCTION CHAMBER TO MH SOT140002. DEMOLISH AND REMOVE ALL EQUIPMENT, WALLS, FLOORS, ELECTRICAL EQUIPMENT AND MECHANICAL EQUIPMENT WITHIN SOT140002. CONSTRUCT INTERIOR BRACING IN MH SOT140002. FILL THE BOTTOM OF THE MANHOLE WITH CONCRETE. INSTALL 78" FRP WITHIN THE HORSESHOE TUNNEL AND GROUT IN PLACE. 14. ABANDON 54" FRP IN EXISTING SIPHON ALIGNMENT. ABANDON 54" FRP IN EXISTING SIPHON ALIGNMENT. 15. REMOVE TEMPORARY WEIR WALLS AND INTRODUCE FLOW TO NEW SEWER ALIGNMENT. REMOVE TEMPORARY WEIR WALLS AND INTRODUCE FLOW TO NEW SEWER ALIGNMENT. 16. CONSTRUCT NEW CHAMBER AND MANHOLE ROOFS. CONSTRUCT NEW CHAMBER AND MANHOLE ROOFS. 17. RESTORE SITE. RESTORE SITE.

AutoCAD SHX Text

4. THE MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 STANDARD SPECIFICATIONS FOR CONSTRUCTION ARE CONSIDERED TO BE SUPPLEMENTAL TO SPECIFICATIONS TO THIS PROJECT, AND SUBORDINATE TO THE PROJECT SPECIFICATIONS AND PERMIT REQUIREMENTS, WHERE DISCREPANCIES EXIST. 5. LIMITATIONS ON PRIVATE WORK: DURING CONSTRUCTION OPERATIONS, THE CONTRACTOR SHALL NOT PERFORM ANY WORK BY PRIVATE AGREEMENT WITH PROPERTY OWNERS ADJACENT TO THE PROJECT WITHOUT PRIOR OWNER CONSENT. 6. CONDUCT OPERATIONS IN SUCH A MANNER TO COMPLY WITH ALL FEDERAL STATE, AND LOCAL CODES FOR NOISE LEVELS, VIBRATIONS, OR ANY OTHER RESTRICTIONS WHILE PERFORMING ANY CONSTRUCTION OPERATIONS WITHIN THIS CONTRACT; COSTS TO BE INCLUDED IN THE RESPECTIVE ITEM OF WORK. 7. A LIST OF CONTACTS SHALL BE PROVIDED AT THE PRE-CONSTRUCTION MEETING AND THE CONTRACTOR SHALL NOTIFY ALL CONTACTS 72 HOURS IN ADVANCE OF PROPOSED WORK. 8. THE CONTRACTOR MAY MAKE THEIR OWN ARRANGEMENTS WITH PRIVATE PROPERTY OWNERS FOR STAGING/STORAGE AT NO ADDITIONAL CONTRACT COST. CONTRACTOR IS REQUIRED TO PROVIDE THEIR STAGING/STORAGE PLAN AS A SUBMITTAL FOR REVIEW, PRIOR TO MOBILIZATION. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO THE PROPERTY BEYOND THE LIMITS OF CONSTRUCTION: INCLUDING EXISTING FENCING, LAWN, WALKING PATHS, TREES, SHRUBBERY AND ANY AREAS AFFECTED BY IMPACTS OF CONSTRUCTION SUCH AS INSUFFICIENT IRRIGATION DUE TO DAMAGE TO SPRINKLER SYSTEM, UNCONTROLLED DUST, DIRT AND DEBRIS COLLECTION, EXCESSIVE VIBRATORY IMPACTS, ETC. 10. PLAN DIMENSIONS AND MEASUREMENTS ARE BASED ON LIMITED TOPOGRAPHIC SURVEY PERFORMED BY HRC AT VARIOUS TIMES IN THE ROAD RIGHT-OF-WAY. CERTAIN FEATURES AND ELEVATIONS ON PRIVATE PROPOERTIES HAVE BEEN INFERRED FROM AERIAL IMAGERY, REFERENCE DRAWINGS AND VISUAL OBSERVATION.