TEDF-B Grant #735 Road and Water Main Replacement - Bid Plans.pdf

CHARLOTTE AVENUE (W. JEFFERSON AVENUE TO ELIZA STREET)

FLORENCE STREET (CHARLOTTE AVENUE TO JOSEPH STREET)

CHERRYGROVE STREET (W. JEFFERSON AVENUE TO DEAD END)

WAYNE COUNTY, MICHIGAN

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Copyright © 2025 Giffels Webster.

No reproduction shall be made without the prior written consent of Giffels Webster.

Engineers Surveyors Planners

Landscape Architects

1025 East Maple Road Suite 100

Birmingham, MI 48009 p (248) 852-3100 f (313) 962-5068 www.giffelswebster.com

Know what's below.

before you dig.Call

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Developed For:

Executive:

Manager:

Designer:

Quality Control:

Project:

Sheet:

Scale:

Date:

ISSUE:DATE:

of 20519.00

M.K.

B.K.

J.P.K.

04.10.25

R.D.H.

CITY OF ECORSE

WAYNE COUNTY

MICHIGAN

ECORSE TEDF-B GRANT #735

ROAD & WATER MAIN REPLACEMENT

EGLE WATER MAIN PERMIT03/06/2025

FOR BIDS04/21/2025

NOTE:

ALL WORK SHALL BE PERFORMED

TO THE CURRENT CITY OF ECORSE

STANDARDS AND SPECIFICATIONS

DETROIT

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LOCATION MAP

SCALE: NONE

CHARLOTTE AVE.

CHERRYGROVE ST

COVER SHEET

########NONE

CITY OF ECORSE

TEDF-B GRANT #735 ROAD & WATER MAIN REPLACEMENT

THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY

INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEES

THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE

AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT

WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION

INDICATED ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY

AS POSSIBLE FROM INFORMATION AVAILABLE.

(R) = UTILITY SHOWN FROM RECORDS OR PLANS, & FIELD LOCATED WHERE POSSIBLE.

PRIOR TO THE PLANNED BUILDING IMPROVEMENTS, AND/ OR CONSTRUCTION, THE

RESPECTIVE UTILITY COMPANIES MUST BE NOTIFIED TO STAKE THE PRECISE LOCATION

OF THEIR UTILITIES.

OWNER/APPLICANT

CITY OF ECORSE

LAMAR TIDWELL, MAYOR

3869 WEST JEFFERSON

ECORSE, MI 48229

(313) 294-3740

ENGINEER

GIFFELS WEBSTER

BRENT KRAFT, PE

6303 26 MILE ROAD, SUITE 100

WASHINGTON, MI 48094

(586) 781-8950

LAMAR TIDWELL - MAYOR

KIMBERLY ALEXANDER - MAYOR PRO TEM

DONALD AGEE, JR. - COUNCILMEMBER

JARED BERRY - COUNCILMEMBER

LATONYA LAMB - COUNCILMEMBER

MONTEL LOVE - COUNCILMEMBER

ROGER PARKER SR. - COUNCILMEMBER

COUNCIL MEMBERS:

ECORSE WATER, SANITARY SEWER, AND STORM SEWER

ECORSE DEPARTMENT OF PUBLIC WORKS

ATTN: DAVID HALL

3869 W JEFFERSON AVE

ECORSE, MI 48229

PHONE: (313) 436-4010

DHALL@ECORSEMI.GOV

TELEPHONE / CABLE

AT&T

ATTN: JEFF HEATH

1700 CICOTTE AVENUE

LINCOLN PARK, MI 48146

PHONE: (248) 975-4588

JH.786@ATT.COM

COMCAST CABLEVISION

ATTN: DARYL WOOD

41112 CONCEPT DRIVE

PLYMOUTH, MI 48170

PHONE: (734) 359-1474

DARYL_WOOD@CABLE.COMCAST.COM

WINDSTREAM COMMUNICATIONS

ATTN: NICOLE HAMLIN

4001 N RODNEY PARHAM ROAD

LITTLE ROCK, AR 722212

PHONE: (319) 790-6683

NICOLE.HAMLIN@WINDSTREAM.COM

ELECTRICITY

DTE ENERGY

ATTN: ROBIN O'CONNELL

8001 HAGGERTY ROAD

BELLEVILLE, MI 48111

PHONE: (734) 397-4321

SWPD@DTEENERGY.COM

DTE ENERGY / MICHCON GAS

EMERGENCY LINE: 1-800-477-4747

ATTN: BASIL DJASMATI

17150 ALLEN ROAD

MELVINDALE, MI 48122

PHONE: (313) 389-7261

BASIL.DJASMATI@DTEENERGY.COM

UTILITY CONTACTS

UTILITY STATEMENT

AGENCY PERMIT # ISSUE DATE

EGLE ACT 399

WAYNE COUNTY DPS - CONSTRUCTION

WAYNE COUNTY DPS - SESC

TABLE OF CONTENTS

1 COVER SHEET

2 NOTES AND LEGEND

3 DETAILS

CHARLOTTE STREET

EXISTING CONDITIONS PLAN

WATER MAIN PLAN & PROFILE

WATER MAIN PLAN & PROFILE

SESC NOTES AND DETAILS

FLORENCE STREET

EXISTING CONDITIONS PLAN

WATER MAIN PLAN & PROFILE

CHERRYGROVE STREET

EXISTING CONDITIONS PLAN

WATER MAIN PLAN & PROFILE

WATER MAIN PLAN & PROFILE

ECORSE STANDARD DETAILS

WATER MAIN STANDARD DETAILS

WATER MAIN STANDARD DETAILS

REMOVAL AND EROSION CONTROL PLAN

REMOVAL AND EROSION CONTROL PLAN

PAVEMENT CORES

REMOVAL AND EROSION CONTROL PLAN

TYPICAL CROSS SECTION

TYPICAL CROSS SECTION

TYPICAL CROSS SECTION

WD-1

WD-2

PROJECT SITES

WAYNE COUNTY SUBDIVISION STANDARDS20

STORM SEWER

SANITARY SEWER

WATER MAIN

GAS MAIN

UNDERGROUND ELECTRIC LINES

UNDERGROUND TELEPHONE LINES

UNDERGROUND CABLE TELEVISION LINES

OVERHEAD LINES

PUBLIC LIGHTING LINES

STEAM LINES

FENCE LINE

PROJECT PHASE LIMIT LINE

CONCRETE CURB AND GUTTER (STANDARD)

CONCRETE CURB AND GUTTER (REVERSED)

THICKENED SLAB CURB/WALK

STORM MANHOLE

CATCH BASIN

YARD BASIN

INLET BASIN

END SECTION

ROOF/DOWN SPOUT

OVERFLOW/OUTLET STRUCTURE

STORM CLEAN OUT

SANITARY MANHOLE

SANITARY CLEAN OUT

SANITARY RISER

SANITARY PUMP STATION

xxx.xx 150.23

EXISTING PROPOSED

GATE VALVE

FIRE HYDRANT

STOP BOX AND VALVE

FDC CONNECTION

WATER METER

POST INDICATOR VALVE

WELL HEAD

IRRIGATION CONTROL BOX

LAWN IRRIGATION HEAD

GAS VALVE

GAS MANHOLE

GAS RISER

GAS METER

ELECTRIC MANHOLE

ELECTRIC RISER

ELECTRIC METER

ELECTRIC TRANSFORMER

LIGHT POLE

TELEPHONE MANHOLE

TELEPHONE RISER

TELEPHONE CROSS BOX

CABLE RISER

TRAFFIC CONTROL BOX

AIR CONDITIONER

PUBLIC LIGHTING MANHOLE

UTILITY POLE

GUY WIRE ANCHOR

UTILITY FLAG

SIGN POST

GUARD POST/BOLLARD

FENCE POST

PAY PHONE

PARKING METER

RESIDENTIAL MAILBOX

U.S. MAILBOX

BLDG CORNER (FIELD LOCATED)

TREE

WETLAND FLAG

SPOT ELEVATION

SOIL BORING

ASPH.

CONC.

A.C.

G.P.

C.L.F.

D.L.

F.F.

O.H.

F.I.

S.I.

F.I.P.

M. R.

F.M.

S.N.

REMOVE UTILITY STRUCTURE

REMOVE UTILITY PIPE

ABANDON UTILITY PIPE

CUT AND BULKHEAD UTILITY PIPE

REMOVE BUILDING

REMOVE CONCRETE PAVEMENT

REMOVE ASPHALT PAVEMENT

REMOVE SIDEWALK

ASPHALT

CONCRETE

AIR CONDITIONER

GUARD POST

CHAIN-LINK FENCE

DOOR LEDGE

FINISHED FLOOR

OVERHANG

FOUND IRON

SET IRON

FOUND IRON PIPE

MEASURED RECORD

FOUND MONUMENT

SET NAIL

COMPACTED SAND BACKFILL (CSB)

AGGREGATE MATERIAL

ASPHALT PAVEMENT

CONCRETE PAVEMENT

GENERAL NOTES

DEMOLITION NOTES

PAVING AND GRADING NOTES

GENERAL LEGEND

DEMOLITION LEGEND

PAVING AND GRADING HATCH LEGEND

EXISTING EXISTINGPROPOSED PROPOSED LEGEND - EXISTING

GROUND LIGHT

REINFORCED CONCRETE

PIPE

CORREGATED METAL PIPE

SURVEY CONTROL POINT

FINISHED FLOOR

SET NAIL

FOUND MONUMENT

OVERHANG

CHAIN-LINK FENCE

DOOR LEDGE

GUARD POST

FOUND IRON PIPE

MEASURED

RECORD

AIR CONDITIONER

FOUND IRON

CONCRETE

ASPHALT

SET IRON

MISC. TOPO. SHOT

FOUND MON.

FOUND PIPE

BENCHMARK

FENCE POST

SECTION COR.

F. CUT CROSS

FOUND NAIL

FOUND IRON

DEAD TREE

PROT. POST/GUARD POST

BLDG. CORNER (FIELD LOCATED)

EXISTING ELEVATION

HANDICAP PARKING

CONIFEROUS TREE

DECIDUOUS TREE

MANHOLE

CENTERLINE R.R. TRACK

PAY PHONE

MONITORING WELL

LAWN IRRIG. HEAD

SOIL BORING

RESIDENTIAL MAILBOX

U.S. MAILBOX

PARKING METER

BUSH/SHRUB

WETLAND FLAG

UTILITY FLAG

GUY

SIGN

CABLE RISER

TELE. MH

TELE. CROSS BOX

TELE. RISER

GAS MH

GAS VALVE

GAS RISER

GAS METER

STEAM MH

COMB. MH

POST INDICATOR VALVE

STORM CLEAN OUT

ROUND CB

TRAFFIC CONTROL BOX

IRRIGATION CONTROL BOX

FDC CONNECTION

ELEC. RISER

ELEC. METER

ELEC. MH

AIR CONDITIONER

ELEC. TRANS.

UTILITY POLE

LIGHT POLE

OVERFLOW/OUTLET STRUCTURE

ROOF/DOWN SPOUT

CULVERT E.S.

BEEHIVE CB

CATCH BASIN

STORM MH

WELL HEAD

WATER METER

WATER VALVE

HYDRANT

GATE VALVE

SAN. PUMP STATION

SAN. RISER

SAN. CLEAN OUT

SAN. MH

WALL

CL DITCH/STREAM

TELEPHONE OVERHEAD

ELECTRIC OVERHEAD

SECTION LINE

TREE LINE

SHRUB LINE

CURB

MISC. LINE

STEAM LINE

PAINT STRIPE

UG CABLE TV LINE

PLD LINE

UG TELE. LINE

UG ELEC. LINE

COMBINED SEWER

OVERHANG LINE

RAILING

E/ BRICK

WATER LINE

SAN. LINE

STORM LINE

GAS LINE

WETLAND LINE

WATER EDGE

B/ BANK

T/ BANK

OVERHEAD WIRES

BLDG. LINE

GUARD RAIL

FENCE

RAILROAD

E/ WALK

CL ROAD

E/ GRAVEL

E/ PAVEMENT

PUBLIC LIGHTING MH

EX PARCEL LINE

EX ROW

1. REFER TO THE GENERAL NOTES FOR ADDITIONAL REQUIREMENTS AND RESPONSIBILITIES.

2. WITH THE EXCEPTION OF AN AMOUNT OF EXCAVATED MATERIALS SUFFICIENT FOR BACKFILLING AND CONSTRUCTION OF FILLS AS CALLED FOR ON THE PLANS AND AS

INDICATED BELOW, ALL BROKEN CONCRETE, STONE AND EXCESS EXCAVATED MATERIALS SHALL BE DISPOSED OF BY THE CONTRACTOR. THE CONTRACTOR WILL BE

REQUIRED TO OBTAIN THEIR OWN DISPOSAL GROUND, AND WILL RECEIVE NO ADDITIONAL COMPENSATION FOR DISPOSING OF ANY OF THE EXCESS MATERIALS. MATERIALS

ACCEPTABLE TO THE ENGINEER MAY BE DISPOSED OF ON-SITE AT THE CONTRACTORS EXPENSE IN A MANNER APPROVED IN ADVANCE BY THE ENGINEER.

3. THE EDGE OF EXISTING PAVEMENT SHALL BE CLEANED OF EARTH AND OTHER FOREIGN MATERIAL BEFORE ADJACENT POURS ARE PLACED.

4. STREET SIGNS IN THE WAY OF CONSTRUCTION WILL BE REMOVED AND RESET IMMEDIATELY IN A TEMPORARY LOCATION, AS APPROVED BY ENGINEER.

5. THE CONTRACTOR SHALL PROTECT ALL EXISTING SIGNS AND POSTS SCHEDULED TO REMAIN, AS DIRECTED BY THE ENGINEER.

6. ALL UNDERGROUND UTILITIES NOT INDICATED FOR REMOVAL SHALL BE PROTECTED THROUGHOUT CONSTRUCTION.

7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL PRIVATE PROPERTY (INCLUDING BUILDINGS AND FOUNDATIONS) THROUGHOUT CONSTRUCTION AND

SHALL MAINTAIN SAFE PEDESTRIAN ACCESS AT ALL TIMES.

8. THE REMOVAL OF PAVEMENT, CURBS, AND WALKS SHALL INCLUDE ALL REQUIRED SAWCUTTING. CURB REMOVAL IS INCIDENTAL TO PAVEMENT REMOVAL.

1. ALL CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE CURRENT STANDARDS, SPECIFICATIONS AND GENERAL CONDITIONS OF THE CITY OF ECORSE, AND

ANY/OR OTHER AGENCIES HAVING JURISDICTION.

2. UTILITY INFORMATION SHOWN ON THESE PLANS WAS OBTAINED FROM UTILITY OWNERS AND THEREFORE MAY NOT BE ACCURATE OR COMPLETE. THE CONTRACTOR SHALL

VERIFY AND OBTAIN ANY INFORMATION NECESSARY REGARDING THE PRESENCE OF UNDERGROUND UTILITIES WHICH MIGHT HAVE AN IMPACT ON THIS PROJECT, AND SHALL BE

RESPONSIBLE FOR ANY DAMAGE TO ANY PUBLIC OR PRIVATE UTILITIES WHETHER THEY ARE SHOWN OR NOT ON THE PLANS.

3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES AT PROPOSED CONNECTIONS AND/OR CROSSINGS, AND TO

NOTIFY THE ENGINEER OF ANY DISCREPANCIES TO THESE PLANS.

4. 72 HOURS PRIOR TO EXCAVATION, THE CONTRACTOR SHALL CONTACT MISS DIG AT (800) 482-7171 FOR THE LOCATION OF UNDERGROUND GAS AND CABLE FACILITIES, AND SHALL

ALSO NOTIFY REPRESENTATIVES OF OTHER UTILITIES LOCATED IN THE VICINITY OF THE WORK.

5. ALL PERMITS REQUIRED SHALL BE OBTAINED BY THE CONTRACTOR. ALL PERMIT FEES, BONDS, AND INSURANCE REQUIRED BY THE ISSUING AGENCIES SHALL BE PROVIDED BY

THE CONTRACTOR, AND MUST BE KEPT CURRENT. THE CONTRACTOR IS RESPONSIBLE FOR ALL OTHER FEES, INSPECTION COSTS, ETC., AND SHALL ADHERE TO ALL

REQUIREMENTS SET FORTH IN SAID PERMITS.

6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL WORK AREAS TO ENSURE THE SAFETY OF ALL OCCUPANTS, VISITORS, PEDESTRIANS, WORKERS, ETC. THE

CONTRACTOR SHALL REPAIR AND MAINTAIN ALL CONSTRUCTION FENCING AS NECESSARY.

7. THE CONTRACTOR SHALL PROVIDE FOR CONTROLLED ACCESS TO THE SITE FOR USE BY THE VARIOUS WORK FORCES, EMERGENCY VEHICLES, OCCUPANTS, VISITORS, ETC.

THROUGHOUT CONSTRUCTION. THIS ACCESS MUST PROVIDE FOR THE REMOVAL OF MUD FROM VEHICLES TIRES. ROADWAYS AND DRIVEWAYS SHALL BE MAINTAINED OPEN FOR

EMERGENCY VEHICLES AT ALL TIMES. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE RESIDENTS AND BUSINESSES WHOSE DRIVEWAYS ARE AFFECTED BY

THEIR SCHEDULE 24 HOURS IN ADVANCE. CONTRACTOR SHALL SCHEDULE CONSTRUCTION AT NON-PEAK USE HOURS AND SHALL MINIMIZE DRIVEWAY CLOSURE BY EXPEDITING

CONSTRUCTION.

8. THE CONTRACTOR SHALL PROVIDE NECESSARY SIGNS, BARRICADES, AND LIGHTS TO PROTECT THE TRAFFIC AND THE WORK AS DIRECTED BY THE PLANS OR BY THE AGENCY

WITH JURISDICTION. ALL TRAFFIC CONTROLS SHALL BE IN ACCORDANCE WITH THE MICHIGAN MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MMUTCD).

9. THE CONTRACTOR IS REQUIRED TO CONFINE CONSTRUCTION ACTIVITIES TO THE LIMITS OF THE SITE AS SHOWN ON THE CONSTRUCTION PLANS. ANY DAMAGE OR DISRUPTION

TO ADJACENT SITES IS THE RESPONSIBILITY OF THE CONTRACTOR TO CORRECT IMMEDIATELY. NO OFF-SITE WORK SHALL BE PERFORMED OUTSIDE OF PUBLIC RIGHTS-OF-WAY

OR DEDICATED EASEMENTS WITHOUT PRIOR WRITTEN APPROVAL OF THE PROPERTY OWNER.

10. GREAT CARE SHALL BE TAKEN TO AVOID DAMAGE TO VEGETATION OUTSIDE THE CLEARING AND GRUBBING LIMITS. NO DRIVING OR PARKING OF VEHICLES AND/OR STORAGE OF

MATERIALS AND SUPPLIES SHALL BE PERMITTED OUTSIDE THE LIMITS OF CONSTRUCTION.

11. ALL ELEVATIONS ON THESE PLANS ARE ON THE NAVD88 (NORTH AMERICAN VERTICAL DATUM OF 1988) DATUM.

12. THE PROTECTION OF EXISTING TREES, AS REQUIRED, SHALL BE SOLELY THE CONTRACTOR'S RESPONSIBILITY.

13. ALL CONSTRUCTION SHALL HAVE INSPECTION PROVIDED BY GIFFELS WEBSTER. THE CONTRACTOR SHALL CONTACT GIFFELS WEBSTER AND THE CITY OF ECORSE DEPARTMENT

OF PUBLIC SERVICES 48 HOURS BEFORE THE START OF CONSTRUCTION.

14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DUST CONTROL, AND SHALL PROVIDE ALL NECESSARY MATERIAL AND EQUIPMENT TO KEEP DUST IN CHECK AT ALL TIMES. THE

CONTRACTOR SHALL RESPOND IMMEDIATELY TO ANY AND ALL COMPLAINTS. DUST CONTROL SHALL BE INCIDENTAL TO THE PROJECT.

15. DURING CONSTRUCTION, THE CONTRACTOR MAY ENCOUNTER SPRINKLER HEADS, PIPING, LIGHTING AND BURIED ELECTRICAL CABLE, MAILBOXES, FENCES, SIGNS, ETC., THAT

MAY OR MAY NOT BE INDICATED ON THESE PLANS. THE CONTRACTOR SHALL REPLACE AND/OR RESTORE ALL COMPONENTS OF SUCH SYSTEMS. ALL DISTURBED AREAS SHALL BE

RESTORED TO THEIR ORIGINAL CONDITION, MINIMUM STANDARD REQUIREMENTS, OR AS SPECIFIED HEREIN; WHICHEVER IS MORE STRINGENT.

16. ROADWAY, DRIVEWAY, AND PARKING AREA FINAL RESTORATION SHALL BE PERFORMED WITH SURFACE AND BASE MATERIALS MATCHING EITHER THE EXISTING MATERIALS IN

QUALITY AND THICKNESS, PER MINIMUM REQUIREMENTS, OR PER DETAILS ON SHEET 3.

17. ALL LOT MARKERS AND MONUMENT POINTS DISTURBED DURING CONSTRUCTION SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR AT THE EXPENSE OF THE

CONTRACTOR.

18. FINAL CLEANUP AND RESTORATION SHALL CONSIST OF FINE GRADING OF CONSTRUCTION AREAS, REMOVAL OF CONSTRUCTION SIGNS, ETC. TOPSOIL SHALL BE SPREAD OVER

ALL DISTURBED AREAS, FOLLOWED BY SEED, FERTILIZER AND EROSION MAT OR STRAW MULCH, OR AS FURTHER REQUIRED BY THE CONTRACT DOCUMENTS ALL REQUIRED

RESTORATION ITEMS NOT SPECIFICALLY IDENTIFIED AS A PAY ITEM SHALL BE CONSIDERED INCIDENTAL TO THE CONTRACT.

19. THE UTILITY POLES SHOWN ON THESE DRAWINGS ARE INTENDED TO SHOW ONLY THE LOCATION OF EXISTING POLES. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE

QUANTITY AND DIRECTION OF OVERHEAD LINES. THE COST FOR SUPPORTING AND RELOCATING POLES SHALL BE INCIDENTAL TO THE PROJECT.

20. THE MEANS AND METHODS OF CONTROLLING GROUNDWATER AND DEWATERING ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. ALL COST ASSOCIATED WITH

DEWATERING SHALL BE INCIDENTAL TO THE CONTRACT.

21. ALL ITEMS SHOWN ON THE CONTRACT DRAWINGS THAT NOT SPECIFICALLY IDENTIFIED AS A PAY ITEM SHALL BE CONSIDERED INCIDENTAL TO THE CONTRACT AND WILL NOT BE

PAID FOR SEPARATELY.

1. REFER TO THE GENERAL NOTES FOR ADDITIONAL REQUIREMENTS AND RESPONSIBILITIES.

2. THE PAVING CONTRACTOR SHALL BE REQUIRED TO COORDINATE THE INSTALLATION OF GAS, ELECTRIC, PHONE, CABLE, SPRINKLERS, ETC. IN SUCH A MANNER THAT WILL FACILITATE THEIR PROPER INSTALLATION PRIOR TO

PLACING THE PAVEMENT MATERIALS. ENSURE THAT ALL REQUIRED PIPES, CONDUITS, CABLES AND SLEEVES ARE PROPERLY PLACED AND THAT THE TRENCHES ARE PROPERLY BACKFILLED AND COMPACTED.

3. BUTT JOINTS SHALL BE PLACED AT ALL LOCATIONS WHERE AN EXISTING ASPHALT PAVEMENT SURFACE IS BEING DISTURBED BY REMOVALS AND/OR THE INSTALLATION OF NEW ASPHALT PAVEMENT.

4. ALL PAVEMENT AREAS SHOULD BE CLEARED AND GRUBBED BY REMOVING SURFACE VEGETATION, TOPSOIL, DEBRIS AND OTHER DELETERIOUS MATERIALS.

5. THE PLACEMENT OF THE FINAL ASPHALT LIFT SHALL BE DELAYED UNTIL THE MAJORITY OF THE CONSTRUCTION ACTIVITIES HAVE BEEN COMPLETED, OR AS APPROVED BY THE OWNER. A BOND COAT OF SS-1H EMULSION

6. SHALL BE APPLIED (AT A RATE OF 0.10 GALLONS/S.Y.D.) BETWEEN THE LEVELING AND WEARING COURSE WHEN 48 HOURS HAVE ELAPSED BETWEEN PLACEMENTS.

7. THE FINAL SUB-GRADE SHALL BE THOROUGHLY PROOF-ROLLED UNDER THE OBSERVATION OF THE SOILS ENGINEER.

8. PROPOSED AGGREGATE BASE SHALL EXTEND BEYOND THE PAVEMENT EDGE/BACK OF CURB BY THE FOLLOWING AMOUNTS OR BY THE AMOUNT STATED BY THE AGENCY HAVING JURISDICTION, WHICHEVER IS STRICTER

A. ROADS - 1 FT

B. DRIVES - 0.5 FT

C. PATHS - 0.25 FT

8. ALL TRENCHES WITHIN A ONE-ON-ONE SLOPE OF PAVEMENT SHALL BE BACKFILLED WITH SAND (MDOT CLASS II MINIMUM) AND MECHANICALLY COMPACTED IN NOT MORE THAN 9" LAYER TO

95% MAXIMUM DRY DENSITY PER MODIFIED PROCTER COMPACTION TEST ASTM D-1557.

9. NO FROZEN MATERIAL SHALL BE PERMITTED AS BACKFILL UNDER ANY ROADWAY, DRIVEWAY OR PARKING AREA.

10. PRIOR TO THE START OF ANY FILLING, THE CONTRACTOR SHALL REMOVE ALL TOPSOIL AND ALL OTHER UNACCEPTABLE SOIL FROM THE FILL AREAS, AND PROPERLY BACKFILL WITH ACCEPTABLE SOIL.

11. ALL BARRIER FREE RAMPS TO BE A.D.A. COMPLIANT.

12. GENERAL GRADING REQUIREMENTS ARE AS FOLLOWS:

A. FINISH GRADE AT EXISTING BUILDING SHALL MATCH BRICK LEDGES, DOORWAYS OR BASEMENT WINDOWS

B. MAINTAIN POSITIVE DRAINAGE AWAY FROM ALL BUILDING (± 2%)

C. SIDEWALK CROSS SLOPE ±2% UNLESS OTHERWISE NOTED (EXCLUDING RAMPS)

D. PAVEMENT SLOPES (1.0% MINIMUM, 4.0% MAXIMUM) UNIFORMLY BETWEEN FINISH GRADE ON PLANS

E. LAWN AREAS ± 1% MINIMUM TO 25% (BERMS) MAXIMUM

14. ALL PROPOSED GRADES ARE AT THE GUTTER UNLESS OTHERWISE NOTED. SEE DETAILS FOR FACE OF CURB, TOP OF CURB AND ASPHALT ADJUSTMENTS.

15. PRIOR TO THE PLACEMENT OF ANY BASE ASPHALT OR LEVELING COURSE, THE CURBS SHALL BE PARTIALLY BACKFILLED AND THE SUB-GRADE SHALL BE PROOF-ROLLED UNDER THE SUPERVISION OF THE SOILS ENGINEER.

16. ALL SIDEWALK AND PATHWAYS IN ANY PUBLIC R.O.W. SHALL BE INSPECTED BY THE AGENCY WITH JURISDICTION.

1. ALL WORK WITHIN THE WAYNE COUNTY ROAD RIGHT-OF-WAY (ROW) AND DRAIN EASEMENT SHALL BE IN ACCORDANCE WITH THE CURRENT STANDARDS AND

GENERAL SPECIFICATIONS, INCLUDING SOIL EROSION AND SEDIMENTATION CONTROL OF THE WAYNE COUNTY DEPARTMENT OF PUBLIC SERVICES, AND MDOT 2020

SPECIFICATIONS FOR CONSTRUCTION.

2. THESE PLANS ARE NOT VALID WITHOUT ATTACHMENT OF THE WAYNE COUNTY PERMIT SPECIFICATIONS FOR CONSTRUCTION WITHIN THE ROAD ROW, PARKS, DRAIN

EASEMENT OR SANITARY SEWER UNDER JURISDICTION OF THE WAYNE COUNTY (07/01/93) REVISED 12/15/2004.

3. CONTRACTOR SHALL CONTACT MISS DIG AT 811 TO IDENTIFY AND FLAG / MARK THE LOCATIONS OF ALL UNDERGROUND UTILITIES AT THE PROPOSED CONSTRUCTION

AREAS PRIOR TO START OF CONSTRUCTION, AND SHALL BE RESPONSIBLE FOR DETERMINING THE EXACT LOCATIONS AND ELEVATIONS OF ALL UNDERGROUND UTILITIES, AND RESOLVE ANY CONFLICT BETWEEN THE PROPOSED WORK AND THE EXISTING UNDERGROUND OR ABOVEGROUND UTILITIES.

4. CONTRACTOR SHALL MAINTAIN 18” MINIMUM VERTICAL CLEARANCE AND 3 FEET MINIMUM HORIZONTAL CLEARANCE BETWEEN THE PROPOSED AND EXISTING

UTILITIES. ANY PROPOSED UTILITY PERMITTED TO CROSS UNDER THE ROAD OR DRAIN, MUST BE PLACED A MINIMUM OF 7 FEET BELOW THE LOWEST POINT OF THE ROAD, OR 6 FEET BELOW THE DRAIN BOTTOM. OVERHEAD WIRES/CABLES MUST BE INSTALLED 18 FEET MINIMUM ABOVE THE ROAD CENTERLINE. TO RELOCATE ANY UTILITY

WITHIN THE ROAD ROW, THE CONTRACTOR SHALL COORDINATE THE RELOCATION WITH THE UTILITY COMPANY AND AS DIRECTED BY THE WAYNE COUNTY ENGINEER.

5. ALL SURVEY MONUMENTS / CORNERS AND BENCH MARKS LOCATED WITHIN THE CONSTRUCTION AREA MUST BE PRESERVED IN ACCORDANCE WITH PUBLIC ACT 74

AS AMENDED (INCLUDING ACT 34, P.A. 2000) AND AS PER WAYNE COUNTY PERMIT RULE 1.5. THE PERMIT HOLDER AND CONTRACTOR SHALL COORDINATE THE WORK WITH

A PROFESSIONAL SURVEYOR LICENSED IN THE STATE OF MICHIGAN DURING CONSTRUCTION ACTIVITIES FOR THE PURPOSE OF WITNESSING, PRESERVING OR REPLACING

SURVEY MONUMENTS AND MONUMENT BOXES.

6. EXPOSURE OF ANY UTILITIES UNDER THE PAVEMENT WILL NOT BE PERMITTED, UNLESS APPROVED BY THE WAYNE COUNTY ENGINEER. PAVEMENT REMOVAL AND

REPLACEMENT SHALL BE PERFORMED PER APPLICABLE WAYNE COUNTY STANDARD DETAILS AN AS DIRECTED BY THE WAYNE COUNTY ENGINEER.

7. CONTRACTOR SHALL RESTORE ALL DISTURBED AREAS WITHIN THE WAYNE COUNTY ROAD ROW AND DRAIN EASEMENT WITH 3” TOPSOIL, THM SEED MIX AND MULCH.

SLOPES STEEPER THAN 1 ON 3 SHALL BE RESTORED BY PLACING SOD ON 2” TOPSOIL.

8. ALL BACKFILLS UNDER OR WITHIN 3 FEET OF THE PROPOSED OR EXISTING PAVEMENT, CURB OR SIDEWALK SHALL CONFORM TO THE WAYNE COUNTY TRENCH “B”

BACKFILL REQUIREMENTS. TRENCH “A” BACKFILL MAY BE USED WITHIN THE ROAD ROW AREAS UNDER CONDITIONS OTHER THAN THOSE SPECIFIED FOR TRENCH “B”.

9. CONTRACTOR IS RESPONSIBLE FOR RESTORING OR REPLACING ALL DISTURBED LANDSCAPED AREAS, SPRINKLER SYSTEMS, FENCES, SIGNS, MAIL BOXES, ETC.

WITHIN THE WAYNE COUNTY ROAD ROW AND / OR AS DIRECTED BY THE COUNTY ENGINEER.

10. CONTRACTOR SHALL MAINTAIN TWO-WAY TRAFFIC AT ALL TIMES. OTHERWISE, DETOURING TRAFFIC MUST BE PER APPROVED PLANS. ALL SIGNING AND TRAFFIC

CONTROL DEVICES SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF M.M.U.T.C.D.

11. MAINTAIN A SAFE AND ADEQUATE TRAVEL ROUTE FOR PEDESTRIANS AT ALL TIMES THROUGHOUT THE PROJECT DURATION.

12. TUNNELING, BORING AND JACKING OPERATIONS SHALL BE IN ACCORDANCE WITH THE WAYNE COUNTY SPECIFICATIONS AND DETAILS. BORE PITS SHALL BE PLACED

AT MINIMUM 10 FEET FROM THE BACK OF CURB OR EDGE OF PAVEMENT.

13. REMOVE ALL ABANDONED CONDUITS FROM THE COUNTY ROADS ROW OR AS DIRECTED BY THE WAYNE COUNTY ENGINEER.

14. CONTRACTOR SHALL PROVIDE COLD WEATHER PROTECTION FOR ALL PROPOSED CONCRETE WORK (PAVEMENTS, SIDEWALKS, DRIVE APPROACHES, ETC.) AS

DIRECTED BY THE WAYNE COUNTY ENGINEER.

15. OVERNIGHT VEHICLE PARKING AND STORAGE OF CONSTRUCTION MATERIALS AND EQUIPMENT’S ARE NOT PERMITTED WITHIN THE WAYNE COUNTY ROADS

RIGHTS-OF-WAY.

16. CONTRACTOR SHOULD OBTAIN SOIL EROSION AND SEDIMENTATION CONTROL PERMIT FROM THE WAYNE COUNTY DPS. CONTACT THE WAYNE COUNTY SOIL

EROSION OFFICE AT (734) 326-5565, OR THE COMMUNITY HAVING JURISDICTION OVER THE SOIL EROSION PERMIT.

17. CONTRACTOR SHALL NOTIFY THE WAYNE COUNTY TRAFFIC SIGNAL SHOP AT (734) 955-2161 AT LEAST 72 HOURS PRIOR TO START OF WORK AT OR NEAR ANY

SIGNALIZED INTERSECTIONS.

18. CONTRACTOR SHALL NOTIFY WAYNE COUNTY 72 HOURS PRIOR TO START OF CONSTRUCTION. CONTACT THE PERMIT OFFICE AT (734) 858-2761.

WAYNE COUNTY DPS GENERAL NOTES

1. GATE WELLS SHALL BE CONSTRUCTED AS SHOWN ON THE WATER MAIN STANDARD DETAIL SHEETS. GATE WELL COVERS SHALL BE SET TO

FINISH GRADES CALLED FOR ON THE PLANS OR MATCH THE TOP OF THE EXISTING PAVEMENT GRADE.

2. GATE VALVES SHALL BE OF THE SIZE AND INSTALLED AT THE LOCATION AS SHOWN ON THE PLANS. THEY SHALL BE SET SQUARE WITH THE LINE OF THE MAIN, AND UNLESS OTHERWISE DIRECTED BY THE ENGINEER, ALL GATE VALVES SHALL BE SET WITH STEMS PLUMB. ON EACH SIDE OF EACH NEW GATE VALVE INSTALLED, THE CONTRACTOR SHALL FURNISH AND INSTALL ON THE MAIN A CORPORATION STOP AS SHOWN ON THE

STANDARD DETAILS.

3. HYDRANTS SHALL BE LOCATED AS SHOWN ON THE PLANS AND SHALL BE SET PLUMB. THE HYDRANT AND VALVE SHALL BE SET AS INDICATED ON

THE STANDARD DETAIL DRAWING AND TO THE FINISH GRADE CALLED FOR ON THE PLANS.

4. ALL CONNECTIONS TO EXISTING WATER MAINS SHALL BE MADE AT THE LOCATIONS AS SHOWN ON THE PLANS.

5. NO CONNECTIONS TO EXISTING WATER MAINS SHALL BE MADE UNTIL AFTER THE NEW MAIN HAS PASSED THE BACTERIOLOGICAL AND HYDROSTATIC TESTS, AND WRITTEN VERIFICATION FROM A MICHIGAN CERTIFIED LABORATORY IS PROVIDED.

6. ALL VALVE OPERATIONS SHALL BE OBSERVED BY ECORSE'S DPW.

7. ALL CAPS ON EXISTING WATER MAIN SHALL BE MADE WITH MECHANICAL JOINT CAPS (ANSI/AWWA C110/A21.10 AND ANSI/AWWA C111/A21.11).

8. PRESSURE TESTING SHALL BE IN ACCORDANCE WITH THE CITY OF ECORSE'S LEAKAGE TESTING STANDARDS ON ECORSE'S WATER MAIN

STANDARD DETAILS.

9. CHLORINATION AND BACTERIOLOGICAL TESTING SHALL BE IN ACCORDANCE WITH AWWA C651 AND MICHIGAN SAFE DRINKING WATER ACT R325.11110. CONTRACTOR SHALL BE RESPONSIBLE FOR TESTING BY A MICHIGAN CERTIFIED LABORATORY.

10. SERVICE RECONNECTIONS WILL NOT BE ALLOWED UNTIL THE CITY OF ECORSE HAS RECEIVED WRITTEN VERIFICATION FROM A MICHIGAN CERTIFIED LABORATORY STATING THAT THE NEW MAIN IS CONSIDERED SATISFACTORY FOR PUBLIC USE.

11. WATER MAINS SHALL BE PRESSURE TESTED AND DISINFECTED IN ACCORDANCE WITH AWWA C600 AND C651 STANDARDS.

12. ALL WATER MAIN FITTING (TEES, BENDS, CROSSES, SLEEVES, ETC.) ARE INCLUDED IN THE RESPECTIVE WATER MAIN ITEMS.

13. CONNECTIONS TO EXISTING WATER MAINS ARE INCLUDED IN OTHER WATER MAIN ITEMS LISTED IN THE PROPOSAL.

14. CURB STOPS, BOXES, CORPORATIONS, ETC. ARE INCLUDED IN THE RESPECTIVE WATER SERVICE ITEMS.

15. CONNECTIONS TO EXISTING WATER SERVICES ARE INCLUDED IN THE CORRESPONDING WATER SERVICE ITEMS.

16. BACKFILL OF ABANDONED OR REMOVED WATER MAIN FACILITIES IS INCLUDED IN THE RESPECTIVE REMOVAL ITEMS.

17. RESTORATION OF LAWN AREAS DISTURBED BY WATER SERVICE AND HYDRANT INSTALLATION OR REMOVAL IS INCLUDED IN THE

CORRESPONDING WATER SERVICE OR HYDRANT ITEMS.

18. THE CONTRACTOR SHALL SALVAGE AND DELIVER REMOVED UTILITY ITEMS, EXCLUDING PIPE, TO THE CITY OF ECORSE DPW. THIS WORK SHALL

BE INCLUDED IN THE RESPECTIVE WATER MAIN ITEMS.

19. PROVIDE A MINIMUM COVER OF 5'-6" FEET ABOVE THE WATER MAIN MEASURED FROM THE TOP OF THE PIPE.

20. PROVIDE THRUST BLOCKS AT ALL BENDS, TEES, CROSSES, HYDRANTS AND PLUGS AT THE END OF THE WATER MAIN.

21. ALL WATER SERVICES SHALL BE BORED BENEATH THE EXISTING ROADWAYS, OPEN CUT CONSTRUCTION WILL NOT BE ALLOWED FOR WATER

SERVICES.

22. UTILITIES SHOWN ARE A COMBINATION OF FIELD LOCATION (SURFACE UTILITIES ONLY), GIS, AND SOME UTILITY MAPS (WHERE PROVIDED). ALL OTHERS ARE APPROXIMATE. CONTRACTOR TO VERIFY THE EXACT LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO COMMENCEMENT OF

CONSTRUCTION.

23. PERMIT MUST BE PULLED FOR ALL SERVICE LINE INSTALLATIONS. ALL PERMIT FEES WILL BE WAIVED. THE CONTRACTOR WILL BE RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH REPLACING THE METER IF THE METER IS DAMAGED BY THE CONTRACTOR DURING REPLACEMENT OF THE

SERVICE LINE.

24. HYDRANT, REM SHALL INCLUDE REMOVAL OF THE HYDRANT ASSEMBLY AND TOP 3-FEET OF THE HYDRANT RISER PIPE BELOW GRADE, INCLUDING CAPPING THE EXISTING PIPE AND REMOVAL OF THE TOP 3-FEET OF THE RISER BELOW GRADE FOR THE VALVE BOX. THE REMAINDER SHALL BE FILLED WITH APPROPRIATE SAND FILL. THE HYDRANT ASSEMBLY SHALL BE SALVAGED FOR RE-USE BY THE CITY AND RETURNED TO THE DPW.

25. CONTRACTOR SHALL PROVIDE ONE (1) FULL STICK OF PIPE CENTERED AT EACH CROSSING. IN CASE WHERE THERE IS MORE THAN ONE (1) CROSSING IN THE SAME VICINITY, PIPE SHALL BE LAID IN REGARDS TO THE MOST PREVALENT CROSSING.

26. WHERE THE PROPOSED WATER MAIN IS INSTALLED LESS THAN 10 FEET FROM THE EXISTING CATCH BASINS, THE STORM SEWER AND SANITARY SEWER PIPE MATERIALS SHALL BE PRESSURE RATED AND THE MANHOLES AND INLETS WATERTIGHT OR OTHERWISE SEALED AS APPROVED BY THE REVIEWING AUTHORITY AND SHALL BE PRESSURE AND/OR TESTED TO DEMONSTRATE WATERTIGHTNESS.

WATER MAIN NOTES

Z:

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Copyright © 2025 Giffels Webster.

No reproduction shall be made without the prior written consent of Giffels Webster.

Engineers Surveyors Planners

Landscape Architects

1025 East Maple Road Suite 100

Birmingham, MI 48009 p (248) 852-3100 f (313) 962-5068 www.giffelswebster.com

Know what's below.

before you dig.Call

R

Developed For:

Executive:

Manager:

Designer:

Quality Control:

Project:

Sheet:

Scale:

Date:

ISSUE:DATE:

of 20519.00

M.K.

B.K.

J.P.K.

04.10.25

R.D.H.

CITY OF ECORSE

WAYNE COUNTY

MICHIGAN

ECORSE TEDF-B GRANT #735

ROAD & WATER MAIN REPLACEMENT

EGLE WATER MAIN PERMIT03/06/2025

FOR BIDS04/21/2025

NOTES AND

LEGEND

########NONE

W

EXISTING BUILDING TYP.

REPLACE CURB STOP BOX

REMOVE & REPLACE PAVEMENT

REMOVE & REPLACE SIDEWALK

NOTES:

1. EXCAVATE AT EXISTING CURB STOP BOX A MINIMUM 2 FEET IN EACH DIRECTION. TEMPORARILY

REMOVE CURB STOP BOX/VALVE.

2. SAWCUT/REMOVE 10 FEET OF EXISTING SIDEWALK. PAID AS SIDEWALK, REM. CONTRACTOR SHALL

MAINTAIN THE AREA WITH MAINTENANCE GRAVEL UNTIL NEW CONCRETE CAN BE POURED. COST FOR

MAINTENANCE GRAVEL SHALL BE INCIDENTAL TO THE PROJECT AND NOT PAID SEPARATELY.

3. SAWCUT/REMOVE PAVEMENT OVER EXISTING WATERMAN. PAID FOR AS PAVT, REM, MODIFIED.

CONTRACTOR SHALL MAINTAIN THE AREA WITH MAINTENANCE GRAVEL UNTIL NEW PAVEMENT CAN BE PLACED. COST OF MAINTENANCE GRAVEL SHALL BE INCIDENTAL TO THE PROJECT AND NOT PAID

SEPARATELY.

4. THE CONTRACTOR SHALL ATTEMPT TRENCHLESS INSTALLATION OF NEW WATER SERVICE LINE (CABLE METHOD; THEN BORING METHOD) FIRST. IF THESE METHODS FAIL, THE SERVICE LEAD SHALL BE

PLACED IN AN OPEN TRENCH.

5. ALL NON-PAVED DISTURBED AREAS SHALL BE RESTORED WITH TURF. COST SHALL BE INCLUDED IN THE

WATER SERVICE, SHORT/LONG (_ INCH) PAY ITEM AND NOT PAID SEPARATELY.

4.1. SERVICES INSTALLED USING A BORED METHOD SHALL PASS AN ENGINEER-APPROVED LINE

PRESSURE TEST WITNESSED BY THE ENGINEER PRIOR TO BACKFILLING CONNECTION POINTS.

4.2. OPEN CUT SERVICES SHALL PASS A VISUAL INSPECTION OF AND ENGINEER-APPROVED LINE

PRESSURE TEST WITNESSED BY THE ENGINEER PRIOR TO BACKFILLING.

5. NEW SERVICE SHALL MATCH SIZE SOWN ON PLANS UNLESS OTHERWISE DIRECTED BY THE ENGINEER, MINIMUM SERVICE SHALL BE 1 INCH,

6. ALL NON-PAVED DISTURBED AREAS SHALL BE RESTORED WITH TURF. COST SHALL BE INCLUDED IN THE

PRIVATE WATER SERVICE REPLACEMENT PAY ITEM AND NOT PAID SEPARATELY.

7. ANY SERVICE BORING MORE THAN 10 FEET IN LENGTH SHALL BE PRESSURE TESTED AT 75 PSI FOR A

MINIMUM OF 15 MINS.

SI

D

EW

AL

K

ST

R

EE

T

.0

REMOVE AND REPLACE

PAVEMENT

REMOVE AND REPLACE

SIDEWALK

WATER SERVICE, SHORT/LONG

(_ INCH)

EXISTING WATER METER

EXISTING BUILDING TYP.

CONNECT TO EXISTING METER OR 18

INCHES, WHICHEVER IS LESS

EXISTING CURB STOP BOX

PROPOSED CURB STOP VALVE

AND CURB BOX. COST TO BE

INCLUDED IN THE WATER SERVICE,

SHORT/LONG (__ INCH) PAY ITEM.

.0

SI

D

EW

AL

K

ST

R

EE

T

NOTES:

1. EXCAVATE AT EXISTING CURB STOP BOX A MINIMUM 2 FEET IN EACH DIRECTION.

TEMPORARILY REMOVE CURB STOP BOX/VALVE.

2. SAWCUT/REMOVE 10 FEET OF EXISTING SIDEWALK. PAID AS SIDEWALK, REM. CONTRACTOR

SHALL MAINTAIN THE AREA WITH MAINTENANCE GRAVEL UNTIL NEW CONCRETE CAN BE

POURED. COST FOR MAINTENANCE GRAVEL SHALL BE INCIDENTAL TO THE PROJECT AND

NOT PAID SEPARATELY.

3. SAWCUT/REMOVE PAVEMENT OVER EXISTING WATERMAN. PAID FOR AS PAVT, REM,

MODIFIED. CONTRACTOR SHALL MAINTAIN THE AREA WITH MAINTENANCE GRAVEL UNTL

NEW PAVEMENT CAN BE PLACED. COST OF MAINTENANCE GRAVEL SHALL BE INCIDENTAL

TO THE PROJECT AND NOT PAID SEPARATELY.

4. THE CONTRACTOR SHALL ATTEMPT TRENCHLESS INSTALLATION OF NEW WATER SERVICE

LINE (CABLE METHOD; THEN BORING METHOD) FIRST. IF THESE METHODS FAIL, THE

SERVICE LEAD SHALL BE PLACED IN AN OPEN TRENCH.

4.1. SERVICES INSTALLED USING A BORED METHOD SHALL PASS AN ENGINEER-APPROVED

LINE PRESSURE TEST WITNESSED BY THE ENGINEER PRIOR TO BACKFILLING

CONNECTION POINTS.

4.2. OPEN CUT SERVICES SHALL PASS A VISUAL INSPECTION OF AND ENGINEER-APPROVED

LINE PRESSURE TEST WITNESSED BY THE ENGINEER PRIOR TO BACKFILLING.

5. SERVICES SHALL ENTER A DWELLING AT A MINIMUM DEPTH OF 5.5 FEET BELOW EXISTING

GRADE. ENGINEER TO MAKE FINAL DETERMINATION OF WHERE THE NEW SERVICE SHALL

ENTER THE DWELLING.

6. NEW SERVICE SHALL MATCH SIZE SOWN ON PLANS UNLESS OTHERWISE DIRECTED BY THE

ENGINEER, MINIMUM SERVICE SHALL BE 1 INCH,

7. THE NEW WATER SERVICE LINE SHALL EXTEND TO THE EXISTING WATER METER OR 18

INCHES, WHICHEVER IS LESS. COST SHALL BE INCLUDED IN THE WATER SERVICE PAY ITEM

AND NOT PAID SEPARATELY.

8. ALL NON-PAVED DISTURBED AREAS SHALL BE RESTORED WITH TURF. COST SHALL BE

INCLUDED IN THE PRIVATE WATER SERVICE REPLACEMENT PAY ITEM AND NOT PAID

SEPARATELY.

9. ANY SERVICE BORING MORE THAN 10 FEET IN LENGTH SHALL BE PRESSURE TESTED AT 75

PSI FOR A MINIMUM OF 15 MINS.

WATER SERVICE, SHORT/LONG (_ INCH)

NOTE:

1. THE PLACEMENT OF THE FINAL LIFT OF ASPHALT SHALL BE DELAYED UNTIL

THE MAJORITY OF THE CONSTRUCTION HAS BEEN COMPLETED, OR AS

DIRECTED BY THE ENGINEER.

2. APPLY TACK COAT OF SS-1H EMISSION AT 0.10 GAL/SYD BETWEEN EACH HMA

COURSE AND ON THE AGGREGATE BASE BEFORE THE FIRST COURSE.

ASPHALT ROADWAY

ASPHALT DRIVEWAY

ASPHALT PATHWAY

HMA TYPICAL SECTIONS

GRANULAR MATERIAL,

CL II, CIP

NOT TO SCALE

SHARED USE PATH, HMA,

4 INCH

HMA 36A OR 5EML, 2 INCH

HMA 4EML, 2 INCH

AGGREGATE BASE, 6

INCH (21AA)

GRANULAR MATERIAL, CL

II, CIP

AGGREGATE BASE, 6

INCH (21AA)

HMA 4EML, 2 INCH

HMA 5EML, 2 INCH

HMA 2EML, 4 INCH

HMA 4EML, 2 INCH

HMA 5EML, 2 INCH

GRANULAR MATERIAL, CL

II, CIP

AGGREGATE BASE, 6

INCH (21AA)

WEARING COURSE: 110 LBS/SYD/IN

LEVELING COURSE: 110 LBS/SYD/IN

BASE COURSE: 110 LBS/SYD/IN

COMPACTED IN PLACE EXTEND

BEYOND PAVEMENT EDGE/BACK BY 1

FT

EXISTING SUBGRADE COMPACT TO 98%

MODIFIED PROCTOR

TOP COURSE: 110 LBS/SYD/IN

LEVELING COURSE: 110 LBS/SYD/IN

COMPACTED IN PLACE EXTEND

BEYOND PAVEMENT EDGE/BACK BY 0.50

FT

EXISTING SUBGRADE COMPACT TO 98%

MODIFIED PROCTOR

TOP COURSE: 110 LBS/SYD/IN

LEVELING COURSE: 110 LBS/SYD/IN

COMPACTED IN PLACE EXTEND

BEYOND PAVEMENT EDGE/BACK BY

0.25 FT

EXISTING SUBGRADE COMPACT TO 98%

MODIFIED PROCTOR

CONCRETE TYPICAL SECTIONS

NOT TO SCALE

NOTE:

1. BROOM FINISH SURFACE.

2. SEE MUNICIPAL DETAILS FOR JOINTING PLAN AND PLACEMENT OF

EXPANSION JOINTS

3. SAWCUT JOINTS AS SOON AS PAVEMENT CAN SUPPORT MACHINE

CONCRETE ROADWAY

CONCRETE DRIVEWAY

ROAD, CONC, _INCH

RESIDENTIAL: 7 INCH

COLLECTOR: 8 INCH

INDUSTRIAL: 9 INCH

AGGREGATE BASE, 6

INCH (21AA)

GRANULAR MATERIAL,

CL II, CIP

3,500 PSI MDOT GRADE P1

CONCRETE PAVEMENT

COMPACTED IN PLACE EXTEND

BEYOND PAVEMENT

EDGE/BACK BY 1 FT

EXISTING SUBGRADE

COMPACT TO 98% MODIFIED

PROCTOR

DRIVEWAY, NONREINF

CONC, 6 INCH

AGGREGATE BASE, 6

INCH (21AA)

GRANULAR MATERIAL,

CL II, CIP

3,500 PSI MDOT GRADE P1

CONCRETE PAVEMENT

COMPACTED IN PLACE EXTEND

BEYOND PAVEMENT

EDGE/BACK BY 0.50 FT

EXISTING SUBGRADE

COMPACT TO 98% MODIFIED

PROCTOR

CONCRETE SIDEWALK

CONCRETE SIDEWALK RAMP

SIDEWALK, CONC, 4 INCH

AGGREGATE BASE, 4

INCH (CL II)

GRANULAR MATERIAL,

CL II, CIP

3,500 PSI MDOT GRADE P1

CONCRETE PAVEMENT

COMPACTED IN PLACE EXTEND

BEYOND PAVEMENT

EDGE/BACK BY 0.25FT

EXISTING SUBGRADE

COMPACT TO 98% MODIFIED

PROCTOR

3,500 PSI MDOT GRADE P1

CONCRETE PAVEMENT

COMPACTED IN PLACE EXTEND

BEYOND PAVEMENT

EDGE/BACK BY 0.25 FT

EXISTING SUBGRADE

COMPACT TO 98% MODIFIED

PROCTOR

SIDEWALK, RAMP, CONC, 6

INCH INCLUDES RAMP AND

LANDING

AGGREGATE BASE, 4 INCH (CL

II)

GRANULAR MATERIAL, CL II,

CIP

WATER SERVICE, SHORT/LONG (_ INCH) DETAIL

WATER MAIN TO CURB STOP

NOT TO SCALE

SERVICE LINE REPLACEMENT DETAIL

WATER MAIN TO WATER METER

NOT TO SCALE

MATCH EXISTING

DRIVEWAY WIDTH

(10' MINIMUM)

6" (TYP)

3' FLARE (TYP)

1/2" EXPANSION PAPER

ROLLED EDGE,

TYPICAL

2"

RESTORE GREENBELT AREA

WITH 2" TOPSOIL AND HYDROSEED

POSITIVE DRAINAGE FROM SIDEWALK

TO CURB MUST BE PROVIDED UNLESS

OTHERWISE DIRECTED BY THE ENGINEER

NOTE: SHARED DRIVE APPROACHES MUST

INCLUDE A 1/2 INCH BITUMINOUS FIBER

EXPANSION JOINT AT PROPERTY LINE.

NOTE: THE CONTRACTOR SHALL EXCAVATE

EXISTING AND UNSUITABLE SOIL TO THE

REQUIRED DEPTH AND COMPACT AND

CONDITION SUBGRADE AS DETERMINED BY

THE ENGINEER. EXCAVATION IS INCLUDED IN

AGGREGATE BASE, 4 INCH, MODIFIED.

NOTE: AGGREGATE BASE SHALL BE

PLACED AS DIRECTED AND PAID AS

AGGREGATE BASE, 4 INCH, MODIFIED.

EMBANKMENT, CIP

2% M

AX

. 5' (TYP)

4' (MIN)

6"

GRADE BREAK

RIGHT-OF-WAY LINE

GRADE BREAK

THICKNESS OF KEY FLAG

AND RAMP AS SPECIFIED

4" (TYP)

2% 2%

TOP OF CURB SET AT UNIFORM

GRADIENT, TYPICAL

±1'

ADA RAMP NOTES:

· EXCAVATION OF EXISTING SOIL REQUIRED TO LOWER/WIDEN SIDEWALK RAMP SHALL

BE INCLUDED IN THE CORRESPONDING ITEMS FOR AGGREGATE BASE.

· TREE ROOTS IN CONFLICT WITH THE RAMP CONSTRUCTION SHALL BE CLEANLY

CUT/GROUND BEYOND THE LIMITS/DEPTH OF THE PROPOSED AGGREGATE BASE. THIS

WORK SHALL BE INCLUDED IN THE CORRESPONDING ITEM FOR AGGREGATE BASE.

· CONTRACTOR SHALL OBTAIN APPROVAL FROM THE ENGINEER FOR ALL CONCRETE

FORMS A MINIMUM OF ONE HOUR PRIOR TO PLACEMENT OF CONCRETE.

EXISTING

2% 2%

EXISTING

15' MAX

CURB HEIGHT AS SPECIFIED

(3" MIN / 18" MAX)

1:12 (MAX) 1:12 (MAX)

DETECTABLE WARNING

SURFACE, TYPICAL

1" EXPANSION PAPER, TYPICAL EXPOSED GUTTER, TYPICAL

MAX 1:12 MAX 1:12

EXISTING GRADE

NOTE: THE REMOVAL OF EXCESS SOIL SHALL BE INCLUDED IN

THE PAY ITEM, TOPSOIL SURFACE, FURN, 2 INCH, MODIFIED.

NEW HMA SURFACE3' MIN.

EXISTING CONCRETE

DRIVE APPROACH

EXISTING CURB AND GUTTER

HMA, 36A (PAID AS HAND PATCHING)

NOTE: CONTRACTOR SHALL CLEAN EXISTING

DRIVE APPROACH AND TOP OF CURB TO

REMOVE ANY PREVIOUS PLACED ASPHALT

OVERLAY PRIOR TO PLACING BOND COAT AND

ASPHALT (INCIDENTAL).

NOTE: CONTRACTOR SHALL

PROVIDE POSITIVE DRAINAGE

TOWARD ROAD SURFACE AND

ACROSS DRIVEWAY OPENING.

NOTE: CONTRACTOR SHALL REMOVE

EXISTING WEDGES AS PART OF

MILLING AND/OR HMA SURFACE

REMOVAL OPERATIONS ONLY.

RESIDENTIAL DRIVEWAY REPLACEMENT

NOT TO SCALE

HMA WEDGE FOR DRIVEWAY APPROACH

NOT TO SCALE

GREENBELT RESTORATION

NOT TO SCALE

SIDEWALK RAMP

NOT TO SCALE

L

3' -0

C GATE WELL OPENING & VALVE

LE

AV

E

IN

P

LA

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(F

IL

L W

IT

H

S

AN

D

3' -0

R

EM

O

VE

T

O P

PO

R

TI

O

N O

F

ST

R U

C

TU

R E

REMOVE TOP 3' OF

WATER STRUCTURE

FILL REMAINING

STRUCTURE WITH

SAND (APPROVED

BY ENGINEER)

EXISTING

WATER MAIN

EXISTING WATER

MAIN AND GATE

WELL TO REMAIN

GATE WELL, ABANDON DETAIL

NOT TO SCALE

Z:

\20

9.0

0 E co rse W ate r S ys tem

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De sig n\C

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\W or k S he ets \C ha rlo tte A ve \02

-0 3 N ote s &

Le ge nd an d D eta ils .dw g

Copyright © 2025 Giffels Webster.

No reproduction shall be made without the prior written consent of Giffels Webster.

Engineers Surveyors Planners

Landscape Architects

1025 East Maple Road Suite 100

Birmingham, MI 48009 p (248) 852-3100 f (313) 962-5068 www.giffelswebster.com

Know what's below.

before you dig.Call

R

Developed For:

Executive:

Manager:

Designer:

Quality Control:

Project:

Sheet:

Scale:

Date:

ISSUE:DATE:

of 20519.00

M.K.

B.K.

J.P.K.

04.10.25

R.D.H.

CITY OF ECORSE

WAYNE COUNTY

MICHIGAN

ECORSE TEDF-B GRANT #735

ROAD & WATER MAIN REPLACEMENT

EGLE WATER MAIN PERMIT03/06/2025

FOR BIDS04/21/2025

DETAILS

########NONE

MATCH EXISTING

PAVEMENT WIDTH

6" (TYP)

1/2" EXPANSION PAPER

ROLLED EDGE, TYPICAL

TAPERED TO ZERO

HEIGHT OF CURB AT SIDEWALK

ALLEY/COMMERCIAL DRIVEWAY REPLACEMENT

NOTE: THE CONTRACTOR SHALL

PLACE SIDEWALK, CONC, 6 INCH

ACROSS APPROACHES AT 2%

MAX CROSS SLOPE.

1" EXPANSION PAPER, TYPICAL

18" EPOXY COATED #5 BAR, TYPICAL

@ 24" CENTER-TO-CENTER

NOTE: THE CONTRACTOR SHALL EXCAVATE

EXISTING AND UNSUITABLE SOIL TO THE

REQUIRED DEPTH AND COMPACT AND

CONDITION SUBGRADE AS DETERMINED BY

THE ENGINEER. EXCAVATION IS INCLUDED

IN AGGREGATE BASE, 6 INCH, MODIFIED.

NOTE: AGGREGATE BASE SHALL BE

PLACED AS DIRECTED AND PAID AS

AGGREGATE BASE, 6 INCH, MODIFIED. 2%

M

AX

NOT TO SCALE

6'-7"

Z:

\20

9.0

0 E co rse W ate r S ys tem

D es ign G ra nt\

De sig n\C

AD

\W or k S he ets \C ha rlo tte A ve \04

P av em en t C or es .dw g

Copyright © 2025 Giffels Webster.

No reproduction shall be made without the prior written consent of Giffels Webster.

Engineers Surveyors Planners

Landscape Architects

1025 East Maple Road Suite 100

Birmingham, MI 48009 p (248) 852-3100 f (313) 962-5068 www.giffelswebster.com

Know what's below.

before you dig.Call

R

Developed For:

Executive:

Manager:

Designer:

Quality Control:

Project:

Sheet:

Scale:

Date:

ISSUE:DATE:

of 20519.00

M.K.

B.K.

J.P.K.

04.10.25

R.D.H.

CITY OF ECORSE

WAYNE COUNTY

MICHIGAN

ECORSE TEDF-B GRANT #735

ROAD & WATER MAIN REPLACEMENT

EGLE WATER MAIN PERMIT03/06/2025

FOR BIDS04/21/2025

PAVEMENT

CORES

########NONE

1. REFER TO THE GENERAL NOTES FOR ADDITIONAL REQUIREMENTS AND RESPONSIBILITIES.

2. ALL EROSION AND SEDIMENTATION CONTROL WORK SHALL CONFORM TO THE CURRENT STANDARDS AND SPECIFICATIONS OF WAYNE COUNTY DEPARTMENT OF PUBLIC

SERVICES. A PROJECT WITH A DISTURBANCE AREA GREATER THAN 1 ACRE OR OCCURRING WITHIN 500 FEET OF A LAKE OR STREAM REQUIRES A SOIL EROSION PERMIT.CONTACT

THE LAND RESOURCE MANAGEMENT DIVISION AT (734) 326-3936 AT LEAST 48 HOURS BEFORE WORK IS TO BEGIN.

3. ACCESS TO THE SITES WILL BE AT EACH INDIVIDUAL PROPERTY. CONTRACTOR IS TO MINIMIZE DISTURBANCE BY ACCESSING THE EASEMENT AREA THROUGH THE MINIMAL

AMOUNT OF ACCESS POINTS AND REDUCING ANY UNNECESSARY REMOVALS. OWNER TO PROVIDE ASSISTANCE TO THE CONTRACTOR TO COORDINATE WITH INDIVIDUAL

PROPERTY OWNERS.

4. ANY EROSION AND SEDIMENTATION FROM WORK ON THIS SITE SHALL BE CONTAINED WITHIN THE WORK AREA AND NOT ALLOWED TO COLLECT ON ANY OFF-SITE AREAS OR IN

WATERWAYS. (WATERWAYS INCLUDE BOTH NATURAL AND MAN-MADE OPEN DITCHES, STREAMS, STORM DRAINS, LAKES, PONDS AND WETLANDS)

5. THE CONTRACTOR SHALL APPLY TEMPORARY EROSION AND SEDIMENTATION CONTROL MEASURES AS DIRECTED ON THESE PLANS AND WHENEVER OTHERWISE REQUIRED

BY THE WORK. THE CONTRACTOR SHALL REMOVE TEMPORARY MEASURES AS SOON AS PERMANENT STABILIZATION OF SLOPES, DITCHES, AND OTHER CHANGES HAVE BEEN

ACCOMPLISHED.

6. SOIL EROSION CONTROL PRACTICES WILL BE ESTABLISHED IN EARLY STAGES OF CONSTRUCTION BY THE CONTRACTOR. SEDIMENTATION CONTROL PRACTICES WILL BE

APPLIED AS A PERIMETER DEFENSE AGAINST ANY TRANSPORTING OF DIRT OUT OF THE WORK AREA.

7. THE CONTRACTOR SHALL PRESERVE NATURAL VEGETATION AS MUCH AS POSSIBLE.

8. PROTECT ALL EXISTING TREES, INCLUDING THEIR BRANCHES AND ROOTS, FROM DAMAGE DUE TO THIS WORK UNLESS SPECIFICALLY IDENTIFIED FOR REMOVAL.

9. VEGETATION STABILIZATION OF ALL DISTURBED AREAS SHALL BE ESTABLISHED WITHIN 15 DAYS OF COMPLETION OF FINAL GRADING.

10. THE CONTRACTOR SHALL SWEEP THE EXISTING STREETS SURROUNDING THE PROJECT SITE ONCE A WEEK, OR AS DIRECTED BY THE ENGINEER OR INSPECTOR. STREET

SCRAPING SHALL BE PERFORMED IN CONJUNCTION WITH THIS SWEEPING ON AN AS NEEDED BASIS.

11. THE SEDIMENT CONTROL FENCING AND DISTURBANCE AREAS INDICATED ON THIS PLAN ARE NOT INTENDED TO SHOW THE EXACT LOCATION OF THE FENCE. THE

CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE REQUIRED TO CONTAIN SEDIMENT.

12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING COMPLIANCE WITH ALL APPLICABLE NPDES REGULATIONS, INCLUDING: INSPECTION, RESTORATION, AND RECORD

KEEPING REQUIREMENTS.

13. THE CONTRACTOR IS RESPONSIBLE FOR ON-GOING MAINTENANCE OF ALL SOIL EROSION CONTROLS AS INDICATED BY THESE PLANS.

14. CONSTRUCTION ACTIVITIES (INCLUDING INSTALLATION OF PIPE AND ASSOCIATED VALVES, STRUCTURES, BACK FILLING, SURFACE RESTORATION, AND REMOVAL OF EXCESS

EXCAVATED MATERIAL) SHALL BE ACCOMPLISHED IN ONE CONTINUOUS OPERATION.

15. PAVEMENT AND/OR VEGETATION SHALL NOT BE STRIPPED FROM AN AREA UNLESS CONSTRUCTION ACTIVITIES ARE TO COMMENCE IN THAT AREA WITHIN THE NEXT THREE

DAYS.

16. IF FOR ANY REASON PERMANENT STABILIZATION CAN NOT BE PROVIDED WITHIN 15 DAYS OF THE COMPLETION OF PIPE LAYING OPERATIONS, TEMPORARY STABILIZATION

SHALL BE PROVIDED AT ALL DISTURBED AREAS. TEMPORARY STABILIZATION SHALL FURTHERMORE BE PROVIDED DURING THE NON-GROWING SEASON (OCTOBER 1 THROUGH

APRIL 20) FOR ALL AREAS TO BE SEEDED.

17. TEMPORARY STABILIZATION SHALL CONSIST OF EITHER SMALL GRAIN STRAW OR GRASS HAY SPREAD AT THE RATE OF 1.5 TO 2 TONS PER ACRE, OR MULCH BLANKETS, WHICH

SHALL BE ANCHORED IN PLACE TO PREVENT DISPLACEMENT FROM WIND AND RAIN. TEMPORARY STABILIZATION SHALL BE REPAIRED AS OFTEN AS NECESSARY, AS DETERMINED

BY THE AGENCY WITH JURISDICTION.

18. ALL DEWATERING SHALL BE ACCOMPLISHED IN A MANNER THAT WILL NOT CONTRIBUTE TO DEPOSITION OF SEDIMENT IN ROAD DITCHES OR OPEN WATER.

19. THIS PROJECT SHALL BE CONSTRUCTED IN COMPLIANCE WITH PART 91 OF ACT 451 OF 1994, AS AMENDED.

20. SEDIMENT CONTROL FENCING SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND SEVERAL TIMES DURING PROLONGED STORM EVENTS. IF THE FENCE IS

SAGGING, OR SOIL HAS REACHED ONE HALF OF THE HEIGHT OF THE FABRIC, THE SOIL BEHIND THE FABRIC SHALL BE REMOVED AND DISPOSED OF IN A STABLE AREA OF THE SITE.

IF WATER IS SEEPING UNDER THE FENCE, OR THE FABRIC IS DECOMPOSED OR OTHERWISE INEFFECTIVE, THE FENCE SHALL BE REMOVED AND PROPERLY REINSTALLED AS

INDICATED ON THESE PLANS.

21. MUD MAT ENTRANCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH STORM RAINFALL. THE SURROUNDING ROADS SHALL ALSO BE INSPECTED AT THIS TIME FOR

EVIDENCE THAT MUD IS BEING TRACKED OFF OF THE SITE. MAINTENANCE SHALL INCLUDE THE INSTALLATION OF ADDITIONAL LAYERS OF STONE WHEN THE ORIGINAL STONE

BECOMES COVERED WITH MUD. ALL SEDIMENT DROPPED OR TRACKED ONTO PUBLIC RIGHT-OF-WAYS SHALL BE REMOVED IMMEDIATELY BY SWEEPING AND SCRAPING (AS MAY

BE REQUIRED BY THE ENGINEER).

22. SEDIMENT INLET FILTERS SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND SEVERAL TIMES DURING PROLONGED STORM EVENTS. THE FILTERS SHALL BE

CLEANED PERIODICALLY THROUGHOUT CONSTRUCTION TO AVOID CLOGGING. FILTERS THAT CANNOT BE MAINTAINED BY CLEANING SHALL BE COMPLETELY REPLACED.

23. DEWATERING IS NOT ANTICIPATED FOR THIS SITE.

24. STOCKPILING IS NOT ANTICIPATED FOR THIS SITE.

1. DURING DRY PERIODS, ALL DISTURBED AREAS SHALL BE WATERED DOWN FOR DUST CONTROL.

2. THE CONTRACTOR SHALL SWEEP THE EXISTING STREETS SURROUNDING THE PROJECT SITE ONCE A WEEK, OR AS DIRECTED BY THE ENGINEER OR

INSPECTOR. STREET SCRAPING SHALL BE PERFORMED IN CONJUNCTION WITH THIS SWEEPING ON AN AS NEEDED BASIS.

DUST CONTROL PROVISIONS

ADDITIONAL EROSION CONTROL NOTES

1. SOIL EROSION CONTROL PRACTICES WILL BE ESTABLISHED IN EARLY STAGES OF CONSTRUCTION BY CONTRACTOR. SEDIMENTATION

CONTROL PRACTICES WILL BE APPLIED AS A PERIMETER DEFENSE AGAINST ANY TRANSPORTING OF DIRT OUT OF THE WORK AREA.

2. CONTRACTOR SHALL PRESERVE NATURAL VEGETATION AS MUCH AS POSSIBLE.

3. PROTECT ALL EXISTING TREES, INCLUDING THEIR BRANCHES AND ROOTS, FROM DAMAGE DUE TO THIS WORK UNLESS SPECIFICALLY

IDENTIFIED FOR REMOVAL.

4. CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING COMPLIANCE WITH ALL APPLICABLE NPDES REGULATIONS, INCLUDING INSPECTION, RESTORATION, AND RECORD KEEPING REQUIREMENTS.

5. CONSTRUCTION ACTIVITIES (INCLUDING INSTALLATION OF PIPE, ASSOCIATED VALVES, STRUCTURES, BACKFILLING, SURFACE RESTORATION, AND REMOVAL OF EXCESS EXCAVATED MATERIAL) SHALL BE ACCOMPLISHED IN ONE CONTINUOUS OPERATION.

6. IF PERMANENT STABILIZATION CANNOT BE PROVIDED WITHIN 15 DAYS OF THE COMPLETION OF PIPE LAYING OPERATIONS, TEMPORARY

STABILIZATION SHALL BE PROVIDED AT ALL DISTURBED AREAS. TEMPORARY STABILIZATION SHALL FURTHERMORE BE PROVIDED DURING THE

NON-GROWING SEASON (OCTOBER 1 THROUGH APRIL 20) FOR ALL AREAS TO BE SEEDED.

7. TEMPORARY STABILIZATION SHALL CONSIST OF EITHER SMALL GRAIN STRAW OR GRASS HAY SPREAD AT THE RATE OF 1.5 TO 2 TONS PER

ACRE, OR MULCH BLANKETS, WHICH SHALL BE ANCHORED IN PLACE TO PREVENT DISPLACEMENT FROM WIND AND RAIN. TEMPORARY

STABILIZATION SHALL BE REPAIRED AS OFTEN AS NECESSARY, AS DETERMINED BY THE AGENCY WITH JURISDICTION.

EROSION CONTROL NOTES PROJECT INFORMATION

1. A PERFORATED RISER PIPE WITH STONE FILTER JACKET WILL BE REQUIRED ON ALL SEDIMENT BASINS FOR PROJECTS 5 ACRES OR MORE IN SIZE.

2. A TEMPORARY CRUSHED ROCK TRACKING PAD WILL BE INSTALLED AT THE CONSTRUCTION ENTRANCE AND EXIT. THIS TRACKING PAD WILL BE MAINTAINED

WITH FRESH STONE. CONSTRUCTION TRAFFIC WILL BE LIMITED TO THE DESIGNATED ENTRANCE AND EXIT.

3. A STREET SCRAPING AND SWEEPING SCHEDULE (MINIMUM - AT LEAST ONE SWEEPING A WEEK, AND SCRAPING AT THE END OF EACH WORK DAY).

4. INLET PROTECTION

A. PAVED STORM SEWER INLETS SHALL BE PROTECTED BY A HIGH FLOW SACK TYPE INLET FILTER CONFORMING TO ONE OF THE FOLLOWING

I. SILT SACK - HIGH FLOW BY ACF ENVIRONMENTAL

II. INLET PRO - HIGH FLOW SEDIMENT BAG BY HANES GEO COMPONENTS

III. CATCH-ALL INLET FILTER BY MARATHON MATERIALS INC.

IV. DANDY CURB SACK BY DANDY PRODUCTS, INC.

B. REAR YARD (BEEHIVE-TYPE) STORM SEWER INLETS SHALL BE PROTECTED BY ONE OF THE FOLLOWING

I. A SEDCAGE YARD INLET PROTECTION MANUFACTURED BY SEDCATCH ENVIRONMENTAL PRODUCTS.

II. A BOX FILTER FABRIC FENCE CONFORMING TO CSI GEOTURF 36 INCH MDOT SPEC SILT FENCE SECURELY FIXED TO 2" X 2" HARDWOOD STAKES SPACED

NO MORE THAN 6.5 FEET ON CENTER TIED TO 4-FOOT STEEL POSTS AT ALL FOUR CORNERS AND TRENCHED A MINIMUM OF 10 INCHES INTO THE GROUND.

5. ALL EXPOSED EARTH SHALL BE STABILIZED WITH SEED AND MULCH OR SOD WITHIN 5 DAYS OF FINAL GRADE. SEDIMENT BASINS SHALL BE STABILIZED WITH

SEED AND STRAW MULCH BLANKETS. STRAW MULCH BLANKETS SHALL BE STAKED INTO THE GROUND 5 DAYS AFTER THE CONSTRUCTION OF THE SEDIMENT

BASIN.

6. AN UNDISTURBED, VEGETATIVE BUFFER STRIP OF AT LEAST 25 FEET SHALL BE RETAINED AROUND RIVERS, CREEKS, STREAMS, WETLANDS, DRAINS, AND

OTHER SENSITIVE AREAS.

7. STRAW MULCH BLANKETS SHALL BE USED ON 3:1 SLOPES OR GREATER. (THREE FOOT HORIZONTAL, ONE FOOT VERTICAL).

8. DITCHES, SWALES, AND OTHER AREAS THAT WILL CHANNEL CONCENTRATED RUNOFF MUST BE STABILIZED WITHIN 15 DAYS OF CONSTRUCTION. TEMPORARY

ROCK CHECK DAMS WILL BE REQUIRED TO SLOW WATER TO NON-EROSIVE VELOCITIES IN AREA OF CONCENTRATED FLOW.

9. ROAD RIGHT-OF-WAYS MUST BE STABILIZED WITH SEED AND MULCH WITHIN 5 DAYS OF COMPLETING UTILITY WORK IN THE RIGHT-OF-WAY.

10. AREAS OF EARTH CHANGE THAT ARE DISTURBED BEYOND THE FALL SEEDING DEADLINE.

(NOV. 1) MUST BE TEMPORARILY STABILIZED WITH A MINIMUM OF STRAW MULCH SECURELY CRIMPED TO THE GROUND.

11. RIP RAP WILL BE PLACED IMMEDIATELY FOLLOWING INSTALLATION OF POND OUTLETS AND CULVERTS.

WAYNE COUNTY EROSION CONTROL PERFORMANCE REQUIREMENTS

1. TYPE OF DEVELOPMENT: REMOVE AND REPLACE WATER MAIN DESIGN

2. TOTAL AREA OF PROPOSED EARTH DISTURBANCE: 0.34 ACRES

3. TYPE OF SOIL(S): BROWN SAND WITH GRAY SILTY CLAY

4. DESCRIPTION OF PROPOSED EARTH DISTURBANCE: EXCAVATION FOR PROPOSED WATER MAIN TRENCH

5. TYPE OF ULTIMATE DRAINAGE OUTLET

A. COUNTY DRAIN: NORTH NORTH BRANCH OF ECORSE CREEK

B. LAKE/POND: NA

C. RIVER/STREAM: DETROIT RIVER

6. DISTANCE TO NEAREST DRAIN, LAKE/POND, RIVER/STREAM, WETLAND: 3,500 FEET

1. OBTAIN BONDS, SOIL EROSION PERMIT, AND/OR NPDES PERMITS AS REQUIRED.

2. INSTALL MUD MATS, SILT FENCE, AND INLET FILTERS AT LOCATIONS OF DISTURBED AREAS AS SHOWN AND AS REQUIRED TO ACHIEVE ON-SITE CONTAINMENT.

3. CLEAR, GRUB, AND STRIP TOPSOIL IN AREAS ON EARTH DISTURBANCE.

5. PERFORM WORK PERTAINING TO LEAD SERVICE LINE REPLACEMENT.

6. PERFORM WORK PERTAINING TO WATER MAINS.

7. PERFORM WORK PERTAINING TO BACKFILLING, PAVING, SEEDING, AND MULCHING.

8. CLEAR ALL ACCUMULATED SILT AND REMOVE ALL SESC DEVICES.

9. RESTORE ALL DISTURBED AREAS TO ORIGINAL CONDITION OR BETTER, INCLUDING THE INSTALLATION OF LANDSCAPING MATERIALS.

10. REMOVE ALL EROSION CONTROL DEVICES.

MAINTENANCE SCHEDULE

CHECK SILT FENCE AND SEDIMENT CONTROLS WEEKLY AND AFTER SIGNIFICANT RAIN EVENT

STREET SCRAPING DAILY

STREET SWEEPING WEEKLY MINIMUM

EROSION CONTROL SEQUENCE OF CONSTRUCTION

TIMING REQUIREMENTS

PROJECT START: SILT FENCE, INLET FILTER 07/01/2025

LEAD SERVICE LINE REPLACEMENT

WATER MAIN CONSTRUCTION

GRADING AND PAVING CONSTRUCTION

LANDSCAPING/RESTORATION

PROJECT FINISH: REMOVE SESC

x.xx acDRAINAGE AREA

SEDIMENT INLET FILTER

MUD MAT ENTRANCE

CHECK DAM

SEDIMENT CONTROL FENCE

DRAINAGE AREA LINE

EROSION CONTROL LEGEND

OVERFLOW

DUMP LOOPS

1" REBAR FOR BAG

REMOVAL FROM INLET

EXPANSION

RESTRAINT

INSTALLATION DETAIL

EXIST. CATCH BASIN

OR INLET WALL

EXIST. CATCH BASIN

OR INLET

SUPPORT FENCE

SILT FENCE JOINT

SECTION B-B A

A

FENCE POSTS

SHEET FLOW

COMPACTED EARTH

SHEET FLOW

SPACING 6' MAX.

6" ANCHOR TRENCH

GEOTEXTILE FILTER FABRIC

FENCE POSTS DRIVEN

INTO GROUND 1' MIN.

1' MIN.

SUPPORT FENCE

PLAN VIEW

FRONT VIEW

SECTION A-A

UNDISTURBED

VEGETATION

1' MIN

GEOTEXTILE FILTER FABRIC

FASTENED ON UPHILL SIDE,

TOWARDS EARTH DISRUPTION

RIDGE OF COMPACTED EARTH

ON UPHILL SIDE OF FILTER

FABRIC SHEET FLOW

6" X 6" ANCHOR TRENCH

SECTION B-B

SILT FENCE A

SILT FENCE B

SILT FENCE JOINT

COUPLER

FABRIC TO BE WRAPPED

AROUND FENCE POSTSILT FENCE A

SILT FENCE B

GEOTEXTILE FILTER

FABRIC

24 "

SELVAGED EDGE (TYP.)

UNDISTURBED VEGETATION

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