OCWRC_Walnut 1 CAP_EFSD Outlet Siphon Phase 2_IFB Plans (1) (1).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.

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OAKLAND COUNTY, MICHIGAN

CITY OF SOUTHFIELD

OAKLAND COUNTY WATER RESOURCES COMMISSIONER

EVERGREEN-FARMINGTON SANITARY DRAIN DRAINAGE DISTRICT

WALNUT LAKE #1 PUMP STATION 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

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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

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5/20/2025 7:59 AM

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

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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 TUNNEL LINING DETAILS FLOW CONTROL CONTROL SLUICE GATE PLANS & SECTIONS GATE SCHEDULE AND DETAILS ELECTRICAL ONE-LINE, NOTES, AND DETAILS ELECTRICAL SITE PLAN ELECTRICAL SITE PLAN GENERAL NOTES WEST HAVEN CLOSURE M-102 SINGLE LANE CLOSURE M-102 DOUBLE LANE CLOSURE SOUTHFIELD SERVICE DR SB LANE CLOSURE SOUTHFIELD FWY NB LANE CLOSURE

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

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

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ID

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HAZELHURST BIRCHRIDGE

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MIDWAY

CORNELL

WESTLAND

WESTOVER

WESTHAMPTON

WESTHAVEN

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YW

O O

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JEFFREY

8 MILE RD.

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STARLANE

DORSET

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LORIE

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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

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WATER MAIN

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DECIDUOUS TREE

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DECIDUOUS SHRUB

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CONIFEROUS TREE

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STUMP/DEAD TREE

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STORM MANHOLE

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RISER & DOWN SPOUT

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PUMP STATION

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FIRE HYDRANT

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UTILITY POLE

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LIGHT POLE

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GUY WIRE ANCHOR

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UNDERGROUND MARKER

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GAS BOX & BLOW OFF

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BENCH MARK SYMBOL

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GAS VALVE / PIPE END

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RIGHT-OF-WAY

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ABANDON & REMOVAL SYMBOLS

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%%UITEM

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%%UEXISTING

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%%USYMBOL

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SOIL BORING/PAVEMENT CORE

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BUILDING

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TRAVERSE LINE & TRAVERSE POINT

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WATER STOP BOX & SPRINKLER HEAD

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METER PIT

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GAS MAIN

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STORM SEWER

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SANITARY SEWER

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COMBINED SEWER

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UNSPECIFIED MANHOLE

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GATE VALVE, GATE WELL & WELL

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CONIFEROUS SHRUB

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DRAINAGE FLOW

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%%UPROPOSED

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VERTICAL BOARD FENCE

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SLOPE STAKE LINE

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DRIVEWAY GRADING LICENCE

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TEMPORARY EASEMENT

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SQUARE/ROUND CATCHBASINS & INLETS IN PAVEMENT

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EX. 12" STM.

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EX. 12" SAN.

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GAS

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COMBINED PROPERTY

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RELOCATE BY OTHERS

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ADJUSTMENT

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RELOCATE

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ADJ

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REL

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REL B/O

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DITCH

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EDGE OF WATER

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EDGE OF WETLAND

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GUARDRAIL

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CHAIN LINKE FENCE

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FARM WIRE FENCE

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EXIST. R.O.W.

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BUCKEYE PETROLEUM

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OIL

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TELEPHONE

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EX. TELE.

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AT&T

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EX. AT&T

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PROPERTY LINE

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HIGHWAY EASEMENT

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RIGHT-OF-WAY/ EASEMENT PARCEL NUMBER

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CB

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CB

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GM

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STCO

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EM

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GAS METER

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ELECTRIC METER

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STORM CLEAN OUT

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UTILITY REMOVAL

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ABANDONMENT

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UTILITY CROSSING

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EARTH EXCAVATION EXTENTS

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ST

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EX. 12" COMB.

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FORCE MAIN

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UNDERGROUND FIBER OPTIC

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SSL

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STM. SWR.

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SAN. SWR.

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POINT OF ROTATION

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POINT OF ENDING

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BENCH MARK

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MECHANICALLY STABILIZED EMBANKMENT

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STORM SEWER

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SANITARY SEWER

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WATER MAIN

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RIGHT-OF-WAY

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TOP OF CURB

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SLOPE STAKE LINE

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POINT OF BEGINNING

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COMPACTED IN PLACE

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COMPLETE SAND BACKFILL

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%%UGENERAL

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BC/BC

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BACK-OF-CURB TO BACK-OF-CURB

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EX./EXIST.

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EXISTING

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DUCTILE IRON

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HIGH DENSITY POLYETHYLENE PIPE

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CAST IRON

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ESMT.

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EASEMENT

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STA.

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STATION

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PROP.

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EDGE OF METAL

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PT.

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POINT

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CONST.

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CONSTRUCTION

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CENTERLINE

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TYP.

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TYPICAL

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GRVL.

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GRAVEL

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ASPH.

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ASPHALT

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CONC.

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CONCRETE

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ADA

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AMERICAN DISABILITIES ACT

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REM.

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REMOVE

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CMP

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CORRUGATED METAL PIPE

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SOIL BORING

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PROPOSED

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R/RAD.

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T/TAN.

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CH. BRG.

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POINT ON CURVE

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DEGREE OF CURVATURE

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RADIUS

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CENTRAL ANGLE

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TANGENT

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ARC LENGTH

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CHORD LENGTH

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POINT OF CURVATURE

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POINT OF COMPOUND CURVATURE

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POINT OF INTERSECTION

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POINT OF TANGENCY

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POINT OF REVERSE CURVATURE

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POINT OF VERTICAL CURVE

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POINT OF VERTICAL INTERSECTION

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POINT OF VERTICAL TANGENCY

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CHORD BEARING (LONG CHORD)

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%%UHORIZONTAL CURVES

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%%UVERTICAL CURVES

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CONSTRUCTION INFLUENCE AREA

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ABBREVIATIONS

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TOPOGRAPHIC LEGEND

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

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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

5/20/2025 8:26 AM

AutoCAD SHX Text HRC_OLW.ctb

AutoCAD SHX Text files\2

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FEB. 2025

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

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CT.

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GENERAL NOTES AND LEGEND

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NONE

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MGH

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MGH

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JJS

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DWM

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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.

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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".

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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.

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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.

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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.

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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.

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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.

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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.

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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

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

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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

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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

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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

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

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1. THE WALNUT LAKE #1 PUMP STATION 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.

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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.

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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. INTENT OF PROJECT IS TO MATCH EXISTING GRADES WHERE PRACTICABLE.

MELROSE

WEIR

DIVERSION

CHAMBER

LATHRUP LEVEL MONITOR

PROP. OC-S-1

METER

White Lake Waterford

Oak Park

Royal Oak

Auburn Hills

Pontiac

Birmingham

Bloomfield

Bloomfield Hills

West Bloomfield

Beverly Hills

Franklin…