93345_CDBG_ROADS_7_31_26_(Plans)_08-04-2026_CLG_(1).pdf

8 MB Posted

Attached to
2026 CDBG Reconstruction Program
Solicitation number
IFB-8-18-26-17
Issued by
Wayne County, Michigan

About this file

Written by GovTribe AI ·

This file consists of construction plans for the City of Taylor, Michigan's 2026 CDBG Reconstruction Program, a Community Development Block Grant-funded project. The document provides detailed engineering plans and specifications for road reconstruction work within the city. The project involves comprehensive road improvements with plans dated August 4, 2026, prepared by CLG (a consulting engineering firm). Sealed bids for this project are due electronically via the City's eProcurement Portal at https://procurement.opengelv.com/portal/taylormi or physically at the City Clerk's Office, 23555 Goddard Road, Taylor, MI 48180, no later than 12:00 a.m. on Monday, August 31, 2026. Late submissions will not be accepted. The plans serve as the technical basis for contractors to prepare accurate bid proposals for the reconstruction work.

The project is funded through Community Development Block Grant (CDBG) resources, which provide the financial foundation for the reconstruction program. The detailed construction plans establish the scope of work and technical requirements that bidders must follow to ensure compliance with project specifications and quality standards. These plans are essential reference documents for all prospective bidders and form the basis for evaluating bid responses and contractor qualifications for execution of the roadwork improvements.

View the file

Other files

File Type Posted
2026_CDBG_Reconstruction_Program.pdf PDF
93345_CDBG_ROADS_8_04_26_Combined_(Contract_&_Specifications)_08-04-2026_CLG.pdf PDF

On GovTribe

Work with this file

  • Download the original file
  • Contacts named in this file
  • Similar government files
  • Ask GovTribe AI about this file
Try for free Login

Text version

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

CONSTRUCTION PLANS

LOCATION MAP

NO SCALE

LOCATION

JEANETTE CT., DEBRA CT., AND

MICHELLE CT.

CITY OF TAYLOR

WAYNE COUNTY, MICHIGAN

CVR COVER SHEET

CN01 NOTES SHEET

CD01 ROAD CROSS SECTIONS

CV01 JEANETTE TOPOGRAPHIC SURVEY AND REMOVAL PLAN

CS01 JEANETTE LAYOUT AND SESC PLAN

CG01 JEANETTE GRADING PLAN AND PROFILE

CV02 DEBRA TOPOGRAIC SURVEY AND REMOVAL PLAN

CS02 DEBRA LAYOUT AND SESC PLAN

CG02 DEBRA GRADING PLAN AND PROFILE

CV03 MICHELLE TOPOGRAPHIC SURVEY AND REMOVAL PLAN

CS03 MICHELLE LAYOUT AND SESC PLAN

CG03 MICHELLE GRADING PLAN AND PROFILE

CITY OF TAYLOR STANDARD DETAILS

MD-1 MISCELLANEOUS DETAILS

SS-1 SANITARY DETAILS

SS-2 SANITARY DETAILS

ST-1 STORM DETAILS

SE-1 SOIL EROSION DETAILS

SE-2 SOIL EROSION DETAILS

SHEET INDEX

2026 CDBG ROAD RECONSTRUCT

DESIGN ENGINEER

HENNESSEY ENGINEERS, INC.

13500 REECK ROAD

SOUTHGATE, MICHIGAN 48195

(734) 759-1600

CONTACT: JOHN J. HENNESSEY, PE

JJHENNESSEY@HENGINEERS.COM

HE

NN

ES

SE

Y

PREPARED UNDER THE SUPERVISION OF:

JOHN J. HENNESSEY

REGISTERED PROFESSIONAL ENGINEER

MICHIGAN REGISTRATION NO. 45990

SEAL

HA

ZE

L

ST

PR

IN

CE

SS

S T.

GL

EN

IS

S

T.

DEBRA CT.

JEANETTE CT.

MICHELLE CT.

SALLY CT.

CVR

CO

VE

R

SH

EE

T

NTS

SHEET

DRAWN BY:

CHECKED BY:

APPROVED BY:

SCALE:

DATE:

DESIGNED BY:

TI

TL

E

HE

NN

ES

SE

Y

N M

AI

N

S T

SU

IT

E

M

IL

FO

RD

, M

I

(2

) 6

-1

H E

N G

IN

E

E R

S .C

O M

REVISIONS

EN

GI

NE

ER

S

RE

EC

K

RD

SO

U

TH

GA

TE

M

IC

HI

GA

N

(7

) 7

-1

SHEET

PROJECT NUMBER:

TI

TL

E

HE

NN

ES

SE

Y

H E

N G

IN

E

E R

S .C

O M

EN

GI

NE

ER

S

RE

EC

K

RD

SO

U

TH

GA

TE

M

IC

HI

GA

N

(7

) 7

-1

JJH

TTN

JJB

JJB

6/30/26

93345

CI

TY

O F

TA

YL

O R

C

DB

G

RO

AD

R

EC

O

N

ST

RU

CT

S

W

AY

N E

CO

U

N

TY

, M

IC

HI

GA

N

SY

LV

IA

S

T.

DA

N

IE

LS

S T.

JOAN ST.

IN

KS

TE

R

RD

VAN BORN RD.

AVALON ST.

BEVERLY RD.

AutoCAD SHX Text

ENGINEER

AutoCAD SHX Text No.

AutoCAD SHX Text 45990

AutoCAD SHX Text

JOHN J.

AutoCAD SHX Text

HENNESSEY

CHECKED BY:

APPROVED BY:

SCALE:

DATE:

DESIGNED BY:

TI

TL

E

HE

NN

ES

SE

Y

N M

AI

N

S T

SU

IT

E

M

IL

FO

RD

, M

I

(2

) 6

-1

H E

N G

IN

E

E R

S .C

O M

REVISIONS

EN

GI

NE

ER

S

RE

EC

K

RD

SO

U

TH

GA

TE

M

IC

HI

GA

N

(7

) 7

-1

SHEET

PROJECT NUMBER:

TI

TL

E

HE

NN

ES

SE

Y

H E

N G

IN

E

E R

S .C

O M

EN

GI

NE

ER

S

RE

EC

K

RD

SO

U

TH

GA

TE

M

IC

HI

GA

N

(7

) 7

-1

JJH

TTN

JJB

JJB

6/30/26

93345

CI

TY

O F

TA

YL

O R

C

DB

G

RO

AD

R

EC

O

N

ST

RU

CT

S

W

AY

N E

CO

U

N

TY

, M

IC

HI

GA

N

CN01

N O

TE

S

SH

EE

T

STRUCTURE CHARTS

MICHELLE CT.

JEANETTE CT.

DEBRA CT.

SEDIMENTATION CONTROL NOTES

MAINTENANCE REQUIREMENTS

SOIL EROSION PLAN NOTES

RESTORATION REQUIREMENTS

GENERAL NOTES

HENNESSEY ENGINEERS NOTES:

AutoCAD SHX Text

1. THE CONTRACTOR SHALL CONDUCT HIS OPERATION IN SUCH A MANNER AS TO MINIMIZE EROSION AND SEDIMENTATION OF THE CONTRACTOR SHALL CONDUCT HIS OPERATION IN SUCH A MANNER AS TO MINIMIZE EROSION AND SEDIMENTATION OF DISTURBED SOIL. HE SHALL MEET ALL REQUIREMENTS OF THE STATE, COUNTY, AND MUNICIPALITY. 2. PROMPTLY REMOVE ALL SOIL, MISCELLANEOUS DEBRIS, AND OTHER MATERIAL SPILLED, DUMPED, OR OTHERWISE DEPOSITED PROMPTLY REMOVE ALL SOIL, MISCELLANEOUS DEBRIS, AND OTHER MATERIAL SPILLED, DUMPED, OR OTHERWISE DEPOSITED ON PUBLIC STREETS DURING TRANSIT TO AND FROM THE CONSTRUCTION SITE. 3. PROVIDE INLET FILTERS ON ALL CATCHBASINS IN THE ROW. PROVIDE INLET FILTERS ON ALL CATCHBASINS IN THE ROW. 4. MAINTAIN EFFICIENCY OF THE TRAPS BY REMOVING ACCUMULATED SEDIMENTS FROM FILTERS ON A REGULAR BASIS OR AS MAINTAIN EFFICIENCY OF THE TRAPS BY REMOVING ACCUMULATED SEDIMENTS FROM FILTERS ON A REGULAR BASIS OR AS NEEDED. 5. DIRECT RUN-OFF WATER FROM THE CONSTRUCTION AREA TO TEMPORARY SILT TRAPS. DIRECT RUN-OFF WATER FROM THE CONSTRUCTION AREA TO TEMPORARY SILT TRAPS. 6. DISCHARGE WATERS FROM PUMPING OPERATIONS MUST BE TO SILT TRAPS OR HEAVILY GRASSED AREAS. DISCHARGE WATERS FROM PUMPING OPERATIONS MUST BE TO SILT TRAPS OR HEAVILY GRASSED AREAS. 7. ALL CONSTRUCTION INCLUDING OPEN CUT AND TUNNEL, CONDUIT, STRUCTURES, SURFACE RESTORATION AND REMOVAL OF ALL CONSTRUCTION INCLUDING OPEN CUT AND TUNNEL, CONDUIT, STRUCTURES, SURFACE RESTORATION AND REMOVAL OF EXCESS EXCAVATED MATERIAL SHALL BE ACCOMPLISHED IN ONE CONTINUOUS OPERATION. FINAL OR TEMPORARY STABILIZATION SHALL FOLLOW COMPLETION OF OPEN CUT CONSTRUCTION. 8. PERMANENT SOIL EROSION CONTROL MEASURES FOR ALL DISTURBED AREAS SHALL BE COMPLETED IN 15 CALENDAR DAYS PERMANENT SOIL EROSION CONTROL MEASURES FOR ALL DISTURBED AREAS SHALL BE COMPLETED IN 15 CALENDAR DAYS AFTER FINAL GRADING HAS BEEN COMPLETED. 9. WHEN IT IS NOT POSSIBLE TO PERMANENTLY STABILIZE A DISTURBED AREA OR WHERE THE ACTIVITY CEASES FOR MORE WHEN IT IS NOT POSSIBLE TO PERMANENTLY STABILIZE A DISTURBED AREA OR WHERE THE ACTIVITY CEASES FOR MORE THAN 15 CALENDAR DAYS, TEMPORARY EROSION CONTROL MEASURES SHALL BE INITIATED WITHIN 5 CALENDAR DAYS OF EXPIRATION OF THE INITIAL 15 DAY PERIOD AND SHALL BE COMPLETED WITHIN 10 CALENDAR DAYS OF INITIATION. ALL TEMPORARY MEASURES SHALL BE MAINTAINED UNTIL PERMANENT STABILIZATION IF AFFECTED. 10. ALL TEMPORARY EROSION CONTROL FACILITIES SHALL BE REMOVED AT THE COMPLETION OF CONSTRUCTION UNLESS ALL TEMPORARY EROSION CONTROL FACILITIES SHALL BE REMOVED AT THE COMPLETION OF CONSTRUCTION UNLESS ORDERED BY THE ENGINEER TO BE LEFT IN PLACE. CARE SHALL BE TAKEN DURING REMOVAL TO MINIMIZE SILTATION IN NEARBY DRAINAGE COURSES. THE CONTRACTOR SHALL ADHERE TO THE FOLLOWING GENERAL CONSTRUCTION PRINCIPALS: 11. WHENEVER FEASIBLE, NATURAL VEGETATION SHALL BE RETAINED AND PROTECTED. WHENEVER FEASIBLE, NATURAL VEGETATION SHALL BE RETAINED AND PROTECTED. 12. WHERE INADEQUATE VEGETATION EXISTS, TEMPORARY OR PERMANENT VEGETATION SHALL BE ESTABLISHED. WHERE INADEQUATE VEGETATION EXISTS, TEMPORARY OR PERMANENT VEGETATION SHALL BE ESTABLISHED. 13. ALL FILL SHALL BE APPROVED BY THE PROJECT SOILS ENGINEER.ALL FILL SHALL BE APPROVED BY THE PROJECT SOILS ENGINEER.

AutoCAD SHX Text

1. ALL SOIL EROSION CONTROL MEASURES SHALL COMPLY WITH THE ALL SOIL EROSION CONTROL MEASURES SHALL COMPLY WITH THE CURRENT ORDINANCES AND SPECIFICATIONS FOR SOIL EROSION AND SEDIMENT CONTROL, AND STATE OF MICHIGAN "SOIL EROSION AND SEDIMENTATION CONTROL ACT" (ACT #347) 2. FILTER FABRIC MAY BE USED IN LIEU OF BURLAP WHENEVER BURLAP IS FILTER FABRIC MAY BE USED IN LIEU OF BURLAP WHENEVER BURLAP IS DESIGNATED IN THE DETAILS. 3. ANY LAWN AREA WHICH WILL HAVE A SLOPE STEEPER THAN 6:1 (6 FT. ANY LAWN AREA WHICH WILL HAVE A SLOPE STEEPER THAN 6:1 (6 FT. MEASURED HORIZONTALLY AND 1 FT. MEASURED VERTICALLY) SHALL BE SODDED AND PEGGED OR SEEDED AND MULCHED USING A SOIL EROSION CONTROL FABRIC OR BLANKET. HYDROSEEDING MAY BE IN LIEU OF SEED AND MULCH OR SOD WHERE SLOPES ARE FLATTER THAN 6.1. 4. THE ACTUAL LOCATION OF THE FILTERS MAY BE ADJUSTED BY THE THE ACTUAL LOCATION OF THE FILTERS MAY BE ADJUSTED BY THE CONTRACTOR TO MATCH CONTRACTOR'S OPERATIONS AND FIELD CONDITIONS BUT ONLY IF APPROVED BY THE ENGINEER. 5. ALL DISTURBED AREAS, EVEN WHERE FUTURE PAVEMENT IS PROPOSED, ALL DISTURBED AREAS, EVEN WHERE FUTURE PAVEMENT IS PROPOSED, ARE TO BE REVEGETATED, PER CITY STANDARDS. 6. RESTORE ALL DISTURBED AREAS WITH SOD OVER 2" TOP SOIL OR AS RESTORE ALL DISTURBED AREAS WITH SOD OVER 2" TOP SOIL OR AS DIRECTED BY THE CITY ENGINEER. 7. NO WETLANDS OR FLOODPLAINS ARE ON THE SITE.NO WETLANDS OR FLOODPLAINS ARE ON THE SITE.

AutoCAD SHX Text

1. ALL TEMPORARY SILT SACKS SHOULD BE ADJUSTED AS TO LOCATION PER ACTUAL ALL TEMPORARY SILT SACKS SHOULD BE ADJUSTED AS TO LOCATION PER ACTUAL FIELD CONDITIONS. THE REMOVAL OF TRAPPED SEDIMENT AND THE CLEANOUT OR REPLACEMENT OF CLOGGED STONE MAY BE NECESSARY AFTER EACH STORM EVENT DURING THE PROJECT. INSPECT & MAINTAIN STRUCTURAL SEDIMENT CONTROLS ON A WEEKLY BASIS. 2. ONLY UPON STABILIZATION OF ALL DISTURBED AREAS MAY THE TEMPORARY SILT ONLY UPON STABILIZATION OF ALL DISTURBED AREAS MAY THE TEMPORARY SILT SACKS BE REMOVED. ALSO, ALL STORM SEWERS MUST BE CLEANED AT ALL SEDIMENT. 3. STREET SCRAPING DAILY, & STREET SWEEPING SHALL BE COMPLETED A MINIMUM STREET SCRAPING DAILY, & STREET SWEEPING SHALL BE COMPLETED A MINIMUM OF ONCE PER WEEK MINIMUM.

AutoCAD SHX Text

1. PRIOR TO FINAL INSPECTION, THE FOLLOWING ITEMS MUST BE COMPLETED: PRIOR TO FINAL INSPECTION, THE FOLLOWING ITEMS MUST BE COMPLETED: A. ALL DISTURBED EARTH MUST BE PERMANENTLY STABILIZED WITH VEGETATION ALL DISTURBED EARTH MUST BE PERMANENTLY STABILIZED WITH VEGETATION OR HARD SURFACE. B. ALL ACCUMULATED SEDIMENT MUST BE REMOVED FORM THE ENTIRE STORM ALL ACCUMULATED SEDIMENT MUST BE REMOVED FORM THE ENTIRE STORM SYSTEM. C. RESTORATION FOR NON-PAVED AREAS WILL BE 2" TOPSOIL, SEED AND RESTORATION FOR NON-PAVED AREAS WILL BE 2" TOPSOIL, SEED AND MULCH.

AutoCAD SHX Text

1. RESTORE ALL DISTURBED LAWN AREAS WITH 3" TOPSOIL, THM SEED MIX AND RESTORE ALL DISTURBED LAWN AREAS WITH 3" TOPSOIL, THM SEED MIX AND MULCH. SLOPES STEEPER THAN 1 ON 3 SHALL BE RESTORED BY PLACING SOD ON 2" TOPSOIL. 2. CONTACT MISS DIG AT 811 TO IDENTIFY AND FLAG/MARK THE LOCATIONS OF CONTACT MISS DIG AT 811 TO IDENTIFY AND FLAG/MARK THE LOCATIONS OF MISS DIG AT 811 TO IDENTIFY AND FLAG/MARK THE LOCATIONS OF 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. 3. ALL SURVEY MONUMENTS/CORNERS AND BENCH MARKS LOCATED WITHIN THE ALL SURVEY MONUMENTS/CORNERS AND BENCH MARKS LOCATED WITHIN THE CONSTRUCTION AREA MUST BE PRESERVED IN ACCORDANCE WITH PUBLIC ACT 74 AS AMENDED (INCLUDING ACE 14, 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. 4. CONTRACTOR IS RESPONSIBLE FOR RESTORING OR REPLACING ALL DISTURBED CONTRACTOR IS RESPONSIBLE FOR RESTORING OR REPLACING ALL DISTURBED LANDSCAPE AREAS, SPRINKLER SYSTEMS, FENCES, SIGNS, MAIL BOXES, ETC. 5. MAINTAIN A SAFE AND ADEQUATE TRAVEL ROUTE FOR PEDESTRIANS AT ALL MAINTAIN A SAFE AND ADEQUATE TRAVEL ROUTE FOR PEDESTRIANS AT ALL TIMES THROUGHOUT THE PROJECT DURATION. 6. OVERNIGHT VEHICLE PARKING AND STORAGE OF CONSTRUCTION MATERIALS OVERNIGHT VEHICLE PARKING AND STORAGE OF CONSTRUCTION MATERIALS AND EQUIPMENTS ARE NOT PERMITTED UNLESS APPROVED BY THE OWNER. 7. ALL SOIL EROSION CONTROL MEASURES SHALL COMPLY WITH THE CURRENT ALL SOIL EROSION CONTROL MEASURES SHALL COMPLY WITH THE CURRENT ORDINANCES, COUNTY STANDARDS AND SPECIFICATIONS FOR SOIL EROSION AND SEDIMENT CONTROL, AND STATE OF MICHIGAN "SOIL EROSION AND SEDIMENTATION CONTROL ACT" (ACT #347) 8. ONLY UPON STABILIZATION OF ALL DISTURBED AREAS MAY THE TEMPORARY ONLY UPON STABILIZATION OF ALL DISTURBED AREAS MAY THE TEMPORARY FILTERS BE REMOVED. ALL STORM SEWERS MUST BE CLEANED OF ALL SEDIMENT.

AutoCAD SHX Text PAVING NOTES 1. ALL DIMENSIONS ARE TO BACK OF CURB OR UNLESS OTHERWISE NOTED. ALL DIMENSIONS ARE TO BACK OF CURB OR UNLESS OTHERWISE NOTED. 2. SAWCUT MINIMUM 2' BUTT JOINT WHERE ALL NEW PAVEMENT MEETS EXISTING PAVEMENT. SAWCUT MINIMUM 2' BUTT JOINT WHERE ALL NEW PAVEMENT MEETS EXISTING PAVEMENT. 3. ALL PROPOSED SPOTS ARE TOP OF PAVEMENT. FOR CURBED AREAS, ADD 6 INCHES FOR TOP OF CURB ALL PROPOSED SPOTS ARE TOP OF PAVEMENT. FOR CURBED AREAS, ADD 6 INCHES FOR TOP OF CURB ELEVATIONS. ADD 600 TO ALL PROPOSED SPOTS. ALL SPOT ELEVATIONS ARE ON THE NAVD 88 DATUM. 4. EARTHWORK AND PAVEMENT WORK SHALL BE IN ACCORDANCE WITH MDOT 2020 STANDARD SPECIFICATIONS EARTHWORK AND PAVEMENT WORK SHALL BE IN ACCORDANCE WITH MDOT 2020 STANDARD SPECIFICATIONS UNLESS OTHERWISE NOTED. 5. REMOVE ANY EXISTING TOPSOIL, VEGETATION, TREES, AND OTHER DELETERIOUS MATERIALS DOWN TO SUBGRADE REMOVE ANY EXISTING TOPSOIL, VEGETATION, TREES, AND OTHER DELETERIOUS MATERIALS DOWN TO SUBGRADE SOIL. TREES ROOTS SHALL BE COMPLETELY REMOVED. 6. EXCAVATE TO DEPTH OF FINAL SUBGRADE ELEVATION TO ALLOW FOR GRADE CHANGES AND THE PLACEMENT OF EXCAVATE TO DEPTH OF FINAL SUBGRADE ELEVATION TO ALLOW FOR GRADE CHANGES AND THE PLACEMENT OF THE PROPOSED PAVEMENT AND BASE SECTION. 7. COMPACT TOP 12" OF EXPOSED SUBGRADE TO 95% MAX DENSITY AS DETERMINED BY THE MICHIGAN MODIFIED COMPACT TOP 12" OF EXPOSED SUBGRADE TO 95% MAX DENSITY AS DETERMINED BY THE MICHIGAN MODIFIED T-180 TEST DEFINED IN THE MDOT DENSITY TESTING AND INSPECTION MANUAL. 8. PROOF-ROLL FINAL SUBGRADE UNDER THE OBSERVATION OF THE TOWNSHIP ENGINEER/INSPECTOR. LOOSE OR PROOF-ROLL FINAL SUBGRADE UNDER THE OBSERVATION OF THE TOWNSHIP ENGINEER/INSPECTOR. LOOSE OR YIELDING AREAS WHICH CANNOT BE MECHANICALLY STABILIZED SHALL BE REMOVED AND REPLACED WITH ENGINEERED FILL AS DIRECTED BY THE TOWNSHIP ENGINEER/INSPECTOR. 9. COMPACT THE AGGREGATE BASE TO 95% MAX DENSITY AS DETERMINED BY THE MICHIGAN MODIFIED T-180 TEST COMPACT THE AGGREGATE BASE TO 95% MAX DENSITY AS DETERMINED BY THE MICHIGAN MODIFIED T-180 TEST DEFINED IN THE MDOT DENSITY TESTING AND INSPECTION MANUAL. BASE TO EXTEND 1' PAST THE PAVED EDGE. 10. COMPACT BITUMINOUS MATERIAL TO 97% MAX DENSITY MARSHALL METHOD. COMPACT BITUMINOUS MATERIAL TO 97% MAX DENSITY MARSHALL METHOD. 11. APPLY SS-1H BOND COAT EMULSION BETWEEN LEVELING AND WEARING COURSE IN A UNIFORMLY AT 0.1 APPLY SS-1H BOND COAT EMULSION BETWEEN LEVELING AND WEARING COURSE IN A UNIFORMLY AT 0.1 GALLONS/SQUARE YARD. 12. PERFORMANCE GRADE PG64-22 ASPHALT BINDER SHALL BE USED IN THE PRODUCTION OF BITUMINOUS PERFORMANCE GRADE PG64-22 ASPHALT BINDER SHALL BE USED IN THE PRODUCTION OF BITUMINOUS MIXTURES. ALTERNATE BINDERS MIXED WITH RAP SHALL NOT BE USED TO MEET PG64-22 PERFORMANCE REQUIREMENTS. 13. ALL CONCRETE WORK & MATERIALS SHALL CONFORM TO DIVISION 6 OF THE CURRENT MDOT STANDARD ALL CONCRETE WORK & MATERIALS SHALL CONFORM TO DIVISION 6 OF THE CURRENT MDOT STANDARD SPECIFICATIONS. 14. MINIMIZE CONSTRUCTION TRAFFIC ON THE NEW PAVEMENT. DELAY FINAL LIFT UNTIL THE MAJORITY OF THE MINIMIZE CONSTRUCTION TRAFFIC ON THE NEW PAVEMENT. DELAY FINAL LIFT UNTIL THE MAJORITY OF THE CONSTRUCTION ACTIVITIES HAVE BEEN COMPLETED. CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGED SECTION RESULTING FROM CONSTRUCTION ACTIVITY. 15. ALL PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH CURRENT MDOT AND MMUTCD STANDARD ALL PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH CURRENT MDOT AND MMUTCD STANDARD SPECIFICATIONS. PARKING SPACE STRIPING SHALL BE 4" BLUE FOR BARRIER-FREE AND 4" YELLOW FOR STANDARD SPACES. 16. PLACE EXPANSION JOINT SEALANT WHERE NEW CONCRETE PAVEMENT ABUT WALLS, CURB, OR EXISTING PLACE EXPANSION JOINT SEALANT WHERE NEW CONCRETE PAVEMENT ABUT WALLS, CURB, OR EXISTING CONCRETE PAVEMENT PER 2020 MDOT SEC 602. 17. CLEAN, PREP, JOINT SEAL CRACKS ON ALL EXISTING SURFACES & REMOVE ALL STRIPING PRIOR TO CLEAN, PREP, JOINT SEAL CRACKS ON ALL EXISTING SURFACES & REMOVE ALL STRIPING PRIOR TO SEALCOATING. ALLOW ADEQUATE CURING PERIOD PRIOR TO NEW STRIPING. 18. NOTIFY ENGINEER OF ANY POTENTIAL GRADING ISSUES THAT MAY CREATE PONDING. PONDING AREAS SHALL BE NOTIFY ENGINEER OF ANY POTENTIAL GRADING ISSUES THAT MAY CREATE PONDING. PONDING AREAS SHALL BE CORRECTED AT NO ADDITIONAL COST TO THE OWNER. CORRECTION METHODS SHALL BE REVIEWED AND APPROVED BY THE ENGINEER. 19. ALL SUBGRADE PROOF-ROLLING, BASE MATERIAL AND PAVEMENT QA/QC TESTING MUST BE CONDUCTED AND ALL SUBGRADE PROOF-ROLLING, BASE MATERIAL AND PAVEMENT QA/QC TESTING MUST BE CONDUCTED AND APPROVED BY THE OWNER'S 3RD PARTY TESTING COMPANY. ALL PAVING CONDUCTED WITHOUT THE TESTING COMPANY'S APPROVAL SHALL BE REMOVED AND REPLACED WITH NO COST TO THE OWNER. 20. ADJUST ALL STRUCTURE RIMS TO FINISH GRADE. ADJUST ALL STRUCTURE RIMS TO FINISH GRADE. 21. ANY SAWCUT GAPS BETWEEN EXISTING AND NEW PAVEMENT SHALL BE BACKFILLED WITH 21AA AGGREGATE AND ANY SAWCUT GAPS BETWEEN EXISTING AND NEW PAVEMENT SHALL BE BACKFILLED WITH 21AA AGGREGATE AND PAVED WITH MDOT 36A ASPHALT. 22. REFER TO LATEST M.D.O.T. R-28 STANDARD RAMP AND DETECTABLE WARNING DETAILS.REFER TO LATEST M.D.O.T. R-28 STANDARD RAMP AND DETECTABLE WARNING DETAILS.

AutoCAD SHX Text

WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS.

AutoCAD SHX Text

HENNESSEY ENGINEERS, INC., SHALL NOT BE RESPONSIBLE FOR MEANS,

AutoCAD SHX Text

METHODS, PROCEDURES, TECHNIQUES, OR SEQUENCES OF CONSTRUCTION,

AutoCAD SHX Text

NOR FOR SAFETY ON THE JOB SITE, NOR SHALL HENNESSEY ENGINEERS, INC.,

AutoCAD SHX Text

BE RESPONSIBLE FOR THE CONTRACTOR'S FAILURE TO CARRY OUT THE

AutoCAD SHX Text

THE CONTRACTOR SHALL IDENTIFY AND SAVE HARMLESS THE OWNER AND

AutoCAD SHX Text

ENGINEER FROM ALL LIABILITIES FOR INJURY TO PERSON, OR DAMAGE TO

AutoCAD SHX Text

OR LOSS OF PROPERTY, OR ANY OTHER LOSS, COST OF EXPENSE, AS A

AutoCAD SHX Text

RESULT OF THE ACTIONS OF THE CONTRACTOR, HIS EMPLOYEES, AGENTS,

AutoCAD SHX Text

THE LOCATION AND ELEVATION OF EXISTING UNDERGROUND UTILITIES AS

AutoCAD SHX Text

SHOWN ON THESE DRAWINGS ARE ONLY APPROXIMATE. NO GUARANTEE IS

AutoCAD SHX Text

EITHER EXPRESSED OR IMPLIED AS TO THE COMPLETENESS OR ACCURACY

AutoCAD SHX Text

THEREOF, THE CONTRACTOR SHALL BE EXCLUSIVELY RESPONSIBLE FOR

AutoCAD SHX Text

DETERMINING THE EXACT LOCATION AND ELEVATION OF THE EXISTING UTILITIES

AutoCAD SHX Text

AND PROPOSED UTILITY CROSSINGS IN THE FIELD PRIOR TO CONSTRUCTION.

AutoCAD SHX Text

THE CONTRACTOR SHALL NOTIFY THE ENGINEER IF ANY CONFLICTS ARE

AutoCAD SHX Text

APPARENT OR IF THE LOCATION OR DEPTH DIFFERS SIGNIFICANTLY FROM

AutoCAD SHX Text ALL FILL IN EXCESS OF TWO FEET (2') SHALL BE ENGINEERED FILL AND SHALL BE COMPACTED TO 95% MAXIMUM DENSITY UNLESS OTHERWISE DIRECTED. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DENSITY TESTING.

AutoCAD SHX Text

THE PLAN.

OR SUBCONTRACTORS.

SECTION AA

PROPOSED CUL-DE-SAC

CROSS SECTION

N.T.S

CE

N

TE

R

PO

IN

T O

F

CU

L-

DE

-S

AC

R.

O

.W

SECTION AA

EXISTING CUL-DE-SAC

CROSS SECTION

N.T.S

CE

N

TE

R

PO

IN

T O

F

CU

L-

DE

-S

AC

R.

O

.W

SECTION BB

PROPOSED STREET

CROSS SECTION

N.T.S

R.

O

.W

SO

U

TH

R.

O

.W

N O

RT

H

SECTION BB

EXISTING STREET

CROSS SECTION

N.T.S

R.

O

.W

SO

U

TH

R.

O

.W

N O

RT

H

A

A

B

B

SHEET

DRAWN BY:

CHECKED BY:

APPROVED BY:

SCALE:

DATE:

DESIGNED BY:

TI

TL

E

HE

NN

ES

SE

Y

N M

AI

N

S T

SU

IT

E

M

IL

FO

RD

, M

I

(2

) 6

-1

H E

N G

IN

E

E R

S .C

O M

REVISIONS

EN

GI

NE

ER

S

RE

EC

K

RD

SO

U

TH

GA

TE

M

IC

HI

GA

N

(7

) 7

-1

SHEET

PROJECT NUMBER:

TI

TL

E

HE

NN

ES

SE

Y

H E

N G

IN

E

E R

S .C

O M

EN

GI

NE

ER

S

RE

EC

K

RD

SO

U

TH

GA

TE

M

IC

HI

GA

N

(7

) 7

-1

JJH

TTN

JJB

JJB

6/30/26

93345

CI

TY

O F

TA

YL

O R

C

DB

G

RO

AD

R

EC

O

N

ST

RU

CT

S

W

AY

N E

CO

U

N

TY

, M

IC

HI

GA

N

TYPICAL CONCRETE RESIDENTIAL

DRIVE APPROACH CROSS SECTION

TYPICAL CONCRETE SIDEWALK

CROSS SECTION

CD01

RO

AD

C

RO

SS

S

EC

TI

O N

S

.5%

AutoCAD SHX Text 27'

AutoCAD SHX Text 16.5

AutoCAD SHX Text 8'

AutoCAD SHX Text

EX. SUB BASE (PROOF ROLL SUB-BASE)

AutoCAD SHX Text

CUL-DE-SAC ISLAND

AutoCAD SHX Text

EX. CONCRETE SIDEWALK

AutoCAD SHX Text

6-INCH CONCRETE CURB AND GUTTER

AutoCAD SHX Text

CENTER-LINE CUL-DE-SAC

AutoCAD SHX Text B/C

AutoCAD SHX Text 60' R.O.W.

AutoCAD SHX Text

2.5' (MIN DEPTH.)

AutoCAD SHX Text B/C

AutoCAD SHX Text 13.5'

AutoCAD SHX Text 13.5'

AutoCAD SHX Text

CROWN PIT

AutoCAD SHX Text

8-INCH NON REINFORCED CONCRETE PAVEMENT W/ INTEGRAL CURB

AutoCAD SHX Text .5%

AutoCAD SHX Text

AGGREGATE BASE (INSTALL AS DIRECTED BY ENGINEER) 21AA LIMESTONE

AutoCAD SHX Text

CONSTRUCT CONCRETE DRIVEWAY APPROACH (TYP.)

AutoCAD SHX Text 27'

AutoCAD SHX Text 16.5

AutoCAD SHX Text 8'

AutoCAD SHX Text

EX. SUB BASE (PROOF ROLL SUB-BASE)

AutoCAD SHX Text

CUL-DE-SAC ISLAND

AutoCAD SHX Text

EX. CONCRETE SIDEWALK

AutoCAD SHX Text

CENTER-LINE CUL-DE-SAC

AutoCAD SHX Text B/C

AutoCAD SHX Text 60' R.O.W.

AutoCAD SHX Text B/C

AutoCAD SHX Text 13.5'

AutoCAD SHX Text 13.5'

AutoCAD SHX Text

AGGREGATE BASE

AutoCAD SHX Text

EXISTING CONCRETE DRIVE APPROACH

AutoCAD SHX Text

6-INCH CURB +/-

AutoCAD SHX Text

EX. CONC PAVT

AutoCAD SHX Text

AGGREGATE BASE (INSTALL AS DIRECTED BY ENGINEER) 21AA LIMESTONE

AutoCAD SHX Text 2%

AutoCAD SHX Text 2%

AutoCAD SHX Text 27'

AutoCAD SHX Text 16.5'

AutoCAD SHX Text 16.5'

AutoCAD SHX Text

EX. BASE (PROOF ROLL SUB-BASE)

AutoCAD SHX Text

12-INCH MIN 16-INCH MAX

AutoCAD SHX Text

CONSTRUCT CONCRETE DRIVEWAY APPROACH (TYP.)

AutoCAD SHX Text

UNDERDRAIN, SUBGRADE, 6-INCH PERFORATED WITH SOCK (TYP)

AutoCAD SHX Text

EX. CONCRETE SIDEWALK

AutoCAD SHX Text

EX. CONCRETE SIDEWALK

AutoCAD SHX Text

6-INCH CONCRETE CURB AND GUTTER

AutoCAD SHX Text

BASE

AutoCAD SHX Text 27'

AutoCAD SHX Text

CENTER-LINE STREET

AutoCAD SHX Text 16.5

AutoCAD SHX Text 16.5

AutoCAD SHX Text

EX. CONC PAVT

AutoCAD SHX Text

EX. SUBBASE (PROOF ROLL SUB-BASE)

AutoCAD SHX Text

EX. CONCRETE DRIVE APPROACH

AutoCAD SHX Text

EX. CONCRETE SIDEWALK (VARIABLE WIDTH)

AutoCAD SHX Text

EX. CONCRETE SIDEWALK

AutoCAD SHX Text B/C

AutoCAD SHX Text B/C

AutoCAD SHX Text

6-INCH CURB +/-

AutoCAD SHX Text

CENTER-LINE OF STREET.

AutoCAD SHX Text B/C

AutoCAD SHX Text 60' R.O.W.

AutoCAD SHX Text

2'(TYP.)

AutoCAD SHX Text

2.5' (MIN DEPTH.)

AutoCAD SHX Text B/C

AutoCAD SHX Text 12'

AutoCAD SHX Text 12'

AutoCAD SHX Text

CROWN PIT

AutoCAD SHX Text

8-INCH NON REINFORCED CONCRETE PAVEMENT W/ INTEGRAL CURB

AutoCAD SHX Text 60' R.O.W.

AutoCAD SHX Text

6" NON-REINFORCED CONCRETE

AutoCAD SHX Text

6" - 21AA AGGREGATE BASE COURSE

AutoCAD SHX Text

COMPACT EXISTING SUBGRADE TO 95% OF MAXIMUM UNIT WEIGHT

AutoCAD SHX Text

4" NON-REINFORCED CONCRETE (6" AT DRIVEWAYS, 7" AT RAMPS)

AutoCAD SHX Text

4" - 21AA AGGREGATE BASE COURSE

COMPACT EXISTING SUBGRADE TO 95% OF MAXIMUM UNIT WEIGHT

289 SIGN; REM, SALVAGE, AND REINSTALL

SIDEWALK, REM253

SAWCUT PAVEMENT249

DRIVEWAY, REM254

PAVT, REM

OBSTRUCTION, REM255

BM #1

JEANETTE CT.

(60 FEET WIDE)

SY

LV

IA

S

T.

(6

FE

ET

W

ID

E)

JEANETTE CT.

(60 FEET WIDE)

SY

LV

IA

S

T.

(6

FE

ET

W

ID

E)

289 26 LFT

289289 900 SYD

BENCHMARKS

REMOVAL NOTES

REMOVAL LEGEND

SHEETSHEET

CV01

JE

AN

ET

TE

T O

PO

G

RA

PH

IC

S

U

RV

EY

A

N D

RE

M

O

VA

L

PL

AN

1"=20'

SCALE: 1:20

REMOVAL PLAN2

SCALE: 1:20

TOPOGRAPHIC SURVEY1

TOPOGRAPHIC LEGEND

SHEET

DRAWN BY:

CHECKED BY:

APPROVED BY:

SCALE:

DATE:

DESIGNED BY:

TI

TL

E

HE

NN

ES

SE

Y

N M

AI

N

S T

SU

IT

E

M

IL

FO

RD

, M

I

(2

) 6

-1

H E

N G

IN

E

E R

S .C

O M

REVISIONS

EN

GI

NE

ER

S

RE

EC

K

RD

SO

U

TH

GA

TE

M

IC

HI

GA

N

(7

) 7

-1

SHEET

PROJECT NUMBER:

TI

TL

E

HE

NN

ES

SE

Y

H E

N G

IN

E

E R

S .C

O M

EN

GI

NE

ER

S

RE

EC

K

RD

SO

U

TH

GA

TE

M

IC

HI

GA

N

(7

) 7

-1

JJH

TTN

JJB

JJB

6/30/26

93345

CI

TY

O F

TA

YL

O R

C

DB

G

RO

AD

R

EC

O

N

ST

RU

CT

S

W

AY

N E

CO

U

N

TY

, M

IC

HI

GA

N

NOTE:

RESIDENTIAL DRIVEWAYS

ARE PRIVATE. ONLY

REPLACE DRIVEWAYS WHEN

THEY ARE IMPACTED BY

RECONSTRUCTION AND

DIRECTED BY THE ENGINEER.

AutoCAD SHX Text

STOP SIGN

AutoCAD SHX Text

ADDRESS 27008

AutoCAD SHX Text

ADDRESS 27018

AutoCAD SHX Text

ADDRESS 27028

AutoCAD SHX Text

ADDRESS 27038

AutoCAD SHX Text

ADDRESS 27048

AutoCAD SHX Text

ADDRESS 27058

AutoCAD SHX Text

ADDRESS 27059

AutoCAD SHX Text

ADDRESS 27049

AutoCAD SHX Text

ADDRESS 27039

AutoCAD SHX Text

ADDRESS 27029

AutoCAD SHX Text

ADDRESS 27019

AutoCAD SHX Text

ADDRESS 27009

AutoCAD SHX Text

27' BC-BC

AutoCAD SHX Text 60' R.O.W

AutoCAD SHX Text

STOP SIGN

AutoCAD SHX Text

ADDRESS 27008

AutoCAD SHX Text

ADDRESS 27018

AutoCAD SHX Text

ADDRESS 27028

AutoCAD SHX Text

ADDRESS 27038

AutoCAD SHX Text

ADDRESS 27048

AutoCAD SHX Text

ADDRESS 27058

AutoCAD SHX Text

ADDRESS 27059

AutoCAD SHX Text

ADDRESS 27049

AutoCAD SHX Text

ADDRESS 27039

AutoCAD SHX Text

ADDRESS 27029

AutoCAD SHX Text

ADDRESS 27019

AutoCAD SHX Text

ADDRESS 27009

AutoCAD SHX Text

27' BC-BC

AutoCAD SHX Text 60' R.O.W

AutoCAD SHX Text BM # 1 ARROW ON HYDRANT LOCATED IN THE MIDDLE OF CUL-DE-SAC ELEVATION: 627.767 (NAVD88 DATUM)

AutoCAD SHX Text

REMOVE SURFACE

AutoCAD SHX Text

ABANDON UTILITY

AutoCAD SHX Text

PROTECT

AutoCAD SHX Text

REMOVE

AutoCAD SHX Text

SAWCUT PAVEMENT

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

SCALE 1"=20'

AutoCAD SHX Text S

AutoCAD SHX Text

ST

AutoCAD SHX Text

FENCE

AutoCAD SHX Text

CENTERLINE

AutoCAD SHX Text

RIGHT-OF-WAY

AutoCAD SHX Text

WATER MAIN

AutoCAD SHX Text

STORM SEWER

AutoCAD SHX Text

SANITARY SEWER

AutoCAD SHX Text

GAS

AutoCAD SHX Text

OVERHEAD UTILITY

AutoCAD SHX Text

UNDERGRND ELECTRIC

AutoCAD SHX Text

LIGHT POLE

AutoCAD SHX Text

POWER POLE

AutoCAD SHX Text

CATCH BASIN

AutoCAD SHX Text

YARD CATCH BASIN

AutoCAD SHX Text

SANITARY MANHOLE

AutoCAD SHX Text

STORM MANHOLE

AutoCAD SHX Text

HYDRANT

AutoCAD SHX Text

GATE VALVE & WELL

AutoCAD SHX Text

VALVE

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

GUY WIRE

AutoCAD SHX Text

EXISTING ELEVATION

AutoCAD SHX Text

FINISHED GRADE

AutoCAD SHX Text

FINISHED FLOOR

AutoCAD SHX Text

TOP CURB

AutoCAD SHX Text

GUTTER

AutoCAD SHX Text

TREE

AutoCAD SHX Text

PINE, SPRUCE

AutoCAD SHX Text

BUSH, SHRUB

AutoCAD SHX Text F.G.

AutoCAD SHX Text F.F.

AutoCAD SHX Text T/C

AutoCAD SHX Text G

AutoCAD SHX Text 000.00

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

UNDERGRND FIBER OPTIC

AutoCAD SHX Text

UNDERGRND CABLE

AutoCAD SHX Text

GV

AutoCAD SHX Text

EM

AutoCAD SHX Text

ELECTRIC MANHOLE

AutoCAD SHX Text

GAS VALVE

AutoCAD SHX Text

TREE/BRUSH LINE

AutoCAD SHX Text

CONTOUR

JEANETTE CT.

(60 FEET WIDE)

SY

LV

IA

S

T.

(6

FE

ET

W

ID

E)

606 900 SYD

JEANETTE CT.

(60 FEET WIDE)

SY

LV

IA

S

T.

(6

FE

ET

W

ID

E)

210 TYP

204 TYP

AGGREGATE BASE, 6 INCH302

CONC, PAVT WITH INTEGRAL CURB,

NONREINF, 8 INCH

SIDEWALK, CONC, 4 INCH628

ADA RAMP WITH DETECTABLE WARNING TILE634

DRIVEWAY APPROACH, RESIDENTIAL, 6-INCH641

SIDEWALK, CONC, 6 INCH629

AGGREGATE BASE, 8 INCH304

PAVEMENT MARKING, CROSS WALK910

PAVEMENT MARKING, STOP BAR911

ADJUST STRUCTURE426

EROSION CONTROL, SILT SACK200

RESTORATION, 3 INCH TOPSOIL & HYDROSEED204

TREE PROTECTION FENCE210

LAYOUT LEGEND

LAYOUT NOTES

SESC NOTES

SESC LEGEND

SCALE: 1:20

LAYOUT1

SCALE: 1:20

SOIL EROSION CONTROL AND RESTORATION PLAN2

CS01

JE

AN

ET

TE

C T.

L

AY

O U

T

AN

D

SE

SC

P

LA

N

CHECKED BY:

APPROVED BY:

SCALE:

DATE:

DESIGNED BY:

TI

TL

E

HE

NN

ES

SE

Y

N M

AI

N

S T

SU

IT

E

M

IL

FO

RD

, M

I

(2

) 6

-1

H E

N G

IN

E

E R

S .C

O M

REVISIONS

EN

GI

NE

ER

S

RE

EC

K

RD

SO

U

TH

GA

TE

M

IC

HI

GA

N

(7

) 7

-1

SHEET

PROJECT NUMBER:

TI

TL

E

HE

NN

ES

SE

Y

H E

N G

IN

E

E R

S .C

O M

EN

GI

NE

ER

S

RE

EC

K

RD

SO

U

TH

GA

TE

M

IC

HI

GA

N

(7

) 7

-1

JJH

TTN

JJB

JJB

6/30/26

93345

CI

TY

O F

TA

YL

O R

C

DB

G

RO

AD

R

EC

O

N

ST

RU

CT

S

W

AY

N E

CO

U

N

TY

, M

IC

HI

GA

N

NOTE:

UNDERCUT AND INSTALL

AGGREGATE BASE AS

DIRECTED BY ENGINEER

NOTE:

RESIDENTIAL DRIVEWAYS

ARE PRIVATE. ONLY

REPLACE DRIVEWAYS WHEN

THEY ARE IMPACTED BY

RECONSTRUCTION AND

DIRECTED BY THE ENGINEER.

AutoCAD SHX Text

ADDRESS 27008

AutoCAD SHX Text

ADDRESS 27018

AutoCAD SHX Text

ADDRESS 27028

AutoCAD SHX Text

ADDRESS 27038

AutoCAD SHX Text

ADDRESS 27048

AutoCAD SHX Text

ADDRESS 27058

AutoCAD SHX Text

ADDRESS 27059

AutoCAD SHX Text

ADDRESS 27049

AutoCAD SHX Text

ADDRESS 27039

AutoCAD SHX Text

ADDRESS 27029

AutoCAD SHX Text

ADDRESS 27019

AutoCAD SHX Text

ADDRESS 27009

AutoCAD SHX Text 39.5'

AutoCAD SHX Text

27' WIDE BC-BC

AutoCAD SHX Text

60' WIDE R.O.W.

AutoCAD SHX Text

27' WIDE BC-BC

AutoCAD SHX Text

CENTER POINT STA 0+55

AutoCAD SHX Text

ADDRESS 27008

AutoCAD SHX Text

ADDRESS 27018

AutoCAD SHX Text

ADDRESS 27028

AutoCAD SHX Text

ADDRESS 27038

AutoCAD SHX Text

ADDRESS 27048

AutoCAD SHX Text

ADDRESS 27058

AutoCAD SHX Text

ADDRESS 27059

AutoCAD SHX Text

ADDRESS 27049

AutoCAD SHX Text

ADDRESS 27039

AutoCAD SHX Text

ADDRESS 27029

AutoCAD SHX Text

ADDRESS 27019

AutoCAD SHX Text

ADDRESS 27009

AutoCAD SHX Text

PROPOSED CONCRETE

AutoCAD SHX Text

DETECTABLE WARNING SURFACE

AutoCAD SHX Text

PROPOSED CATCH BASIN

AutoCAD SHX Text

PROPOSED STORM MANHOLE

AutoCAD SHX Text

PROPOSED SIDEWALK/

AutoCAD SHX Text

PROPOSED DRIVEWAY

AutoCAD SHX Text

DRAINAGE STRUCTURE SILT SACKS

AutoCAD SHX Text

STABILIZE ALL DISTURBED AREAS WITHIN 5 DAYS WITH TOPSOIL AND HYDROSEED

AutoCAD SHX Text

GRADING LIMITS

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

SCALE 1"=20'

BM #1

JEANETTE CT.

(60 FEET WIDE)

SY

LV

IA

S

T.

(6

FE

ET

W

ID

E)

420415

420415

421 48 LFT

421 48 LFT

420415

0+00 0+50 1+00 1+50 2+00 2+50

ADJUST STRUCTURE415

NEW FRAME AND COVER420

EDGE DRAIN421

RECONSTRUCT STRUCTURE416

SCALE: 1:20

LAYOUT1

SCALE: 1:20

PROFILE2 SHEET

DRAWN BY:

CHECKED BY:

APPROVED BY:

SCALE:

DATE:

DESIGNED BY:

TI

TL

E

HE

NN

ES

SE

Y

N M

AI

N

S T

SU

IT

E

M

IL

FO

RD

, M

I

(2

) 6

-1

H E

N G

IN

E

E R

S .C

O M

REVISIONS

EN

GI

NE

ER

S

RE

EC

K

RD

SO

U

TH

GA

TE

M

IC

HI

GA

N

(7

) 7

-1

SHEET

PROJECT NUMBER:

TI

TL

E

HE

NN

ES

SE

Y

H E

N G

IN

E

E R

S .C

O M

EN

GI

NE

ER

S

RE

EC

K

RD

SO

U

TH

GA

TE

M

IC

HI

GA

N

(7

) 7

-1

JJH

TTN

JJB

JJB

6/30/26

93345

CI

TY

O F

TA

YL

O R

C

DB

G

RO

AD

R

EC

O

N

ST

RU

CT

S

W

AY

N E

CO

U

N

TY

, M

IC

HI

GA

N

GRADING LEGEND

UTILITY NOTES

CG01

JE

AN

ET

TE

C T.

G

RA

DI

N

G P

LA

N

A N

P

RO

FI

LE

NOTE:

REPLACE FRAME AND

COVERS AS DIRECTED BY

THE ENGINEER.

AutoCAD SHX Text -0.9%

AutoCAD SHX Text -0.9%

AutoCAD SHX Text -0.8%

AutoCAD SHX Text -0.5%

AutoCAD SHX Text -0.5%

AutoCAD SHX Text -0.5%

AutoCAD SHX Text -0.8%

AutoCAD SHX Text -0.8%

AutoCAD SHX Text -0.5%

AutoCAD SHX Text -1.2%

AutoCAD SHX Text -1.7%

AutoCAD SHX Text

ADDRESS 27008

AutoCAD SHX Text

ADDRESS 27018

AutoCAD SHX Text

ADDRESS 27028

AutoCAD SHX Text

ADDRESS 27038

AutoCAD SHX Text

ADDRESS 27048

AutoCAD SHX Text

ADDRESS 27058

AutoCAD SHX Text

ADDRESS 27059

AutoCAD SHX Text

ADDRESS 27049

AutoCAD SHX Text

ADDRESS 27039

AutoCAD SHX Text

ADDRESS 27029

AutoCAD SHX Text

ADDRESS 27019

AutoCAD SHX Text

ADDRESS 27009

AutoCAD SHX Text

27' BC-BC

AutoCAD SHX Text 60' R.O.W

AutoCAD SHX Text

RIM: 624.10

AutoCAD SHX Text

MATCH

AutoCAD SHX Text

12" STORM CROSSING STA: 0+80 T/P: 620.14

AutoCAD SHX Text

10" SANITARY CROSSING STA: 2+28 T/P: 614.88

AutoCAD SHX Text

24" STORM CROSSING STA: 2+35 T/P: 618.07

AutoCAD SHX Text

2" GAS CROSSING STA: 0+11 T/P: 622.17

AutoCAD SHX Text

CL SYLVIA ST

AutoCAD SHX Text

PROFILE EX. SURFACE

AutoCAD SHX Text

PROFILE PROP. SURFACE

AutoCAD SHX Text

EX. ELEVATION

AutoCAD SHX Text 000.00

AutoCAD SHX Text

PROP. TOP CURB

AutoCAD SHX Text

PROP. GUTTER

AutoCAD SHX Text T/C

AutoCAD SHX Text

PROP. ELEVATION

AutoCAD SHX Text 000.00

AutoCAD SHX Text G

AutoCAD SHX Text

ABANDONED WATER MAIN

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

BM #1

DEBRA CT.

(60 FEET WIDE)

SY

LV

IA

S

T.

(6

FE

ET

W

ID

E)

289 SIGN; REM, SALVAGE, AND REINSTALL

SIDEWALK, REM253

SAWCUT PAVEMENT249

DRIVEWAY, REM254

PAVT, REM

OBSTRUCTION, REM255

DEBRA CT.

(60 FEET WIDE)

SY

LV

IA

S

T.

(6

FE

ET

W

ID

E)

289 890 SYD

289 25 LFT

SHEETSHEET

CV02

DE

BR

A

CT

. T O

PO

G

RA

PH

IC

S

U

RV

EY

A

N D

RE

M

O

VA

L

PL

SCALE: 1:20

TOPOGRAPHIC SURVEY1

TOPOGRAPHIC LEGEND

BENCHMARKS

REMOVAL NOTES

REMOVAL LEGEND

SHEET

DRAWN BY:

CHECKED BY:

APPROVED BY:

SCALE:

DATE:

DESIGNED BY:

TI

TL

E

HE

NN

ES

SE

Y

N M

AI

N

S T

SU

IT

E

M

IL

FO

RD

, M

I

(2

) 6

-1

H E

N G

IN

E

E R

S .C

O M

REVISIONS

EN

GI

NE

ER

S

RE

EC

K

RD

SO

U

TH

GA

TE

M

IC

HI

GA

N

(7

) 7

-1

SHEET

PROJECT NUMBER:

TI

TL

E

HE

NN

ES

SE

Y

H E

N G

IN

E

E R

S .C

O M

EN

GI

NE

ER

S

RE

EC

K

RD

SO

U

TH

GA

TE

M

IC

HI

GA

N

(7

) 7

-1

JJH

TTN

JJB

JJB

6/30/26

93345

CI

TY

O F

TA

YL

O R

C

DB

G

RO

AD

R

EC

O

N

ST

RU

CT

S

W

AY

N E

CO

U

N

TY

, M

IC

HI

GA

N

NOTE:

RESIDENTIAL DRIVEWAYS

ARE PRIVATE. ONLY

REPLACE DRIVEWAYS WHEN

THEY ARE IMPACTED BY

RECONSTRUCTION AND

DIRECTED BY THE ENGINEER.

AutoCAD SHX Text

60' WIDE ROW-ROW

AutoCAD SHX Text

27' WIDE BC-BC

AutoCAD SHX Text

ADDRESS 27020

AutoCAD SHX Text

ADDRESS 27010

AutoCAD SHX Text

ADDRESS 27030

AutoCAD SHX Text

ADDRESS 27040

AutoCAD SHX Text

ADDRESS 27050

AutoCAD SHX Text

ADDRESS 27060

AutoCAD SHX Text

ADDRESS 27061

AutoCAD SHX Text

ADDRESS 27051

AutoCAD SHX Text

ADDRESS 27041

AutoCAD SHX Text

ADDRESS 27031

AutoCAD SHX Text

ADDRESS 27021

AutoCAD SHX Text

ADDRESS 27011

AutoCAD SHX Text

60' WIDE ROW-ROW

AutoCAD SHX Text

27' WIDE BC-BC

AutoCAD SHX Text

ADDRESS 27020

AutoCAD SHX Text

ADDRESS 27010

AutoCAD SHX Text

ADDRESS 27030

AutoCAD SHX Text

ADDRESS 27040

AutoCAD SHX Text

ADDRESS 27050

AutoCAD SHX Text

ADDRESS 27060

AutoCAD SHX Text

ADDRESS 27061

AutoCAD SHX Text

ADDRESS 27051

AutoCAD SHX Text

ADDRESS 27041

AutoCAD SHX Text

ADDRESS 27031

AutoCAD SHX Text

ADDRESS 27021

AutoCAD SHX Text

ADDRESS 27011

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

SCALE 1"=20'

AutoCAD SHX Text S

AutoCAD SHX Text

ST

AutoCAD SHX Text

FENCE

AutoCAD SHX Text

CENTERLINE

AutoCAD SHX Text

RIGHT-OF-WAY

AutoCAD SHX Text

WATER MAIN

AutoCAD SHX Text

STORM SEWER

AutoCAD SHX Text

SANITARY SEWER

AutoCAD SHX Text

GAS

AutoCAD SHX Text

OVERHEAD UTILITY

AutoCAD SHX Text

UNDERGRND ELECTRIC

AutoCAD SHX Text

LIGHT POLE

AutoCAD SHX Text

POWER POLE

AutoCAD SHX Text

CATCH BASIN

AutoCAD SHX Text

YARD CATCH BASIN

AutoCAD SHX Text

SANITARY MANHOLE

AutoCAD SHX Text

STORM MANHOLE

AutoCAD SHX Text

HYDRANT

AutoCAD SHX Text

GATE VALVE & WELL

AutoCAD SHX Text

VALVE

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

GUY WIRE

AutoCAD SHX Text

EXISTING ELEVATION

AutoCAD SHX Text

FINISHED GRADE

AutoCAD SHX Text

FINISHED FLOOR

AutoCAD SHX Text

TOP CURB

AutoCAD SHX Text

GUTTER

AutoCAD SHX Text

TREE

AutoCAD SHX Text

PINE, SPRUCE

AutoCAD SHX Text

BUSH, SHRUB

AutoCAD SHX Text F.G.

AutoCAD SHX Text F.F.

AutoCAD SHX Text T/C

AutoCAD SHX Text G

AutoCAD SHX Text 000.00

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

UNDERGRND FIBER OPTIC

AutoCAD SHX Text

UNDERGRND CABLE

AutoCAD SHX Text

GV

AutoCAD SHX Text

EM

AutoCAD SHX Text

ELECTRIC MANHOLE

AutoCAD SHX Text

GAS VALVE

AutoCAD SHX Text

TREE/BRUSH LINE

AutoCAD SHX Text

CONTOUR

AutoCAD SHX Text

AutoCAD SHX Text BM # 1 ARROW ON HYDRANT LOCATED IN THE MIDDLE OF CUL-DE-SAC ELEVATION: 627.767 (NAVD88 DATUM)

AutoCAD SHX Text

REMOVE SURFACE

AutoCAD SHX Text

ABANDON UTILITY

AutoCAD SHX Text

PROTECT

AutoCAD SHX Text

REMOVE

SAWCUT PAVEMENT

SY

LV

IA

S

T.

(6

FE

ET

W

ID

E)

606 900 SYD

DEBRA CT.

(60 FEET WIDE)

SY

LV

IA

S

T.

(6

FE

ET

W

ID

E)

204 typ

210 TYP

AGGREGATE BASE, 6 INCH302

CONC, PAVT WITH INTEGRAL CURB,

NONREINF, 8 INCH

SIDEWALK, CONC, 4 INCH628

ADA RAMP WITH DETECTABLE WARNING TILE634

DRIVEWAY APPROACH, RESIDENTIAL, 6-INCH641

SIDEWALK, CONC, 6 INCH629

AGGREGATE BASE, 8 INCH304

PAVEMENT MARKING, CROSS WALK910

PAVEMENT MARKING, STOP BAR911

ADJUST STRUCTURE426

EROSION CONTROL, SILT SACK200

RESTORATION, 3 INCH TOPSOIL & HYDROSEED204

TREE PROTECTION FENCE210

LAYOUT LEGEND

LAYOUT NOTES

SESC NOTES

SESC LEGEND

SCALE: 1:20

LAYOUT1

SCALE: 1:20

SOIL EROSION CONTROL AND RESTORATION PLAN2

CS02

DE

BR

A

CT

. L

AY

O U

T

AN

D

SE

SC

P

LA

CHECKED BY:

APPROVED BY:

SCALE:

DATE:

DESIGNED BY:

TI

TL

E

HE

NN

ES

SE

Y

N M

AI

N

S T

SU

IT

E

M

IL

FO

RD

, M

I

(2

) 6

-1

H E

N G

IN

E

E R

S .C

O M

REVISIONS

EN

GI

NE

ER

S

RE

EC

K

RD

SO

U

TH

GA

TE

M

IC

HI

GA

N

(7

) 7

-1

SHEET

PROJECT NUMBER:

TI

TL

E

HE

NN

ES

SE

Y

H E

N G

IN

E

E R

S .C

O M

EN

GI

NE

ER

S

RE

EC

K

RD

SO

U

TH

GA

TE

M

IC

HI

GA

N

(7

) 7

-1

JJH

TTN

JJB

JJB

6/30/26

93345

CI

TY

O F

TA

YL

O R

C

DB

G

RO

AD

R

EC

O

N

ST

RU

CT

S

W

AY

N E

CO

U

N

TY

, M

IC

HI

GA

N

NOTE:

UNDERCUT AND INSTALL

AGGREGATE BASE AS

DIRECTED BY ENGINEER

NOTE:

RESIDENTIAL DRIVEWAYS

ARE PRIVATE. ONLY

REPLACE DRIVEWAYS WHEN

THEY ARE IMPACTED BY

RECONSTRUCTION AND

DIRECTED BY THE ENGINEER.

AutoCAD SHX Text

27' WIDE BC-BC

AutoCAD SHX Text

60' WIDE R.O.W.

AutoCAD SHX Text

27' WIDE BC-BC

AutoCAD SHX Text

ADDRESS 27020

AutoCAD SHX Text

ADDRESS 27010

AutoCAD SHX Text

ADDRESS 27030

AutoCAD SHX Text

ADDRESS 27040

AutoCAD SHX Text

ADDRESS 27050

AutoCAD SHX Text

ADDRESS 27060

AutoCAD SHX Text

ADDRESS 27061

AutoCAD SHX Text

ADDRESS 27051

AutoCAD SHX Text

ADDRESS 27041

AutoCAD SHX Text

ADDRESS 27031

AutoCAD SHX Text

ADDRESS 27021

AutoCAD SHX Text

ADDRESS 27011

AutoCAD SHX Text 38.5'

AutoCAD SHX Text

ADDRESS 27020

AutoCAD SHX Text

ADDRESS 27010

AutoCAD SHX Text

ADDRESS 27030

AutoCAD SHX Text

ADDRESS 27040

AutoCAD SHX Text

ADDRESS 27050

AutoCAD SHX Text

ADDRESS 27060

AutoCAD SHX Text

ADDRESS 27061

AutoCAD SHX Text

ADDRESS 27051

AutoCAD SHX Text

ADDRESS 27041

AutoCAD SHX Text

ADDRESS 27031

AutoCAD SHX Text

ADDRESS 27021

AutoCAD SHX Text

ADDRESS 27011

AutoCAD SHX Text

PROPOSED CONCRETE

AutoCAD SHX Text

DETECTABLE WARNING SURFACE

AutoCAD SHX Text

PROPOSED CATCH BASIN

AutoCAD SHX Text

PROPOSED STORM MANHOLE

AutoCAD SHX Text

PROPOSED SIDEWALK/

AutoCAD SHX Text

PROPOSED DRIVEWAY

AutoCAD SHX Text

DRAINAGE STRUCTURE SILT SACKS

AutoCAD SHX Text

STABILIZE ALL DISTURBED AREAS WITHIN 5 DAYS WITH TOPSOIL AND HYDROSEED

AutoCAD SHX Text

GRADING LIMITS

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

SY

LV

IA

S

T.

(6

FE

ET

W

ID

E)

420415

421 48 LFT

421 48 LFT

0+00 0+50 1+00 1+50 2+00 2+50

ADJUST STRUCTURE415

NEW FRAME AND COVER420

EDGE DRAIN421

RECONSTRUCT STRUCTURE416

SCALE: 1:20

LAYOUT1

SCALE: 1:20

PROFILE2 SHEET

DRAWN BY:

CHECKED BY:

APPROVED BY:

SCALE:

DATE:

DESIGNED BY:

TI

TL

E

HE

NN

ES

SE

Y

N M

AI

N

S T

SU

IT

E

M

IL

FO

RD

, M

I

(2

) 6

-1

H E

N G

IN

E

E R

S .C

O M

REVISIONS

EN

GI

NE

ER

S

RE

EC

K

RD

SO

U

TH

GA

TE

M

IC

HI

GA

N

(7

) 7

-1

SHEET

PROJECT NUMBER:

TI

TL

E

HE

NN

ES

SE

Y

H E

N G

IN

E

E R

S .C

O M

EN

GI

NE

ER

S

RE

EC

K

RD

SO

U

TH

GA

TE

M

IC

HI

GA

N

(7

) 7

-1

JJH

TTN

JJB

JJB

6/30/26

93345

CI

TY

O F

TA

YL

O R

C

DB

G

RO

AD

R

EC

O

N

ST

RU

CT

S

W

AY

N E

CO

U

N

TY

, M

IC

HI

GA

N

GRADING LEGEND

UTILITY NOTES

CG02

DE

BR

A

CT

. G

RA

DI

N

G P

LA

N

A N

D

PR

O

FI

REPLACE FRAME AND

COVERS AS DIRECTED BY

THE ENGINEER.

AutoCAD SHX Text

ADDRESS 27020

AutoCAD SHX Text

ADDRESS 27010

AutoCAD SHX Text

ADDRESS 27030

AutoCAD SHX Text

ADDRESS 27040

AutoCAD SHX Text

ADDRESS 27050

AutoCAD SHX Text

ADDRESS 27060

AutoCAD SHX Text

ADDRESS 27061

AutoCAD SHX Text

ADDRESS 27051

AutoCAD SHX Text

ADDRESS 27041

AutoCAD SHX Text

ADDRESS 27031

AutoCAD SHX Text

ADDRESS 27021

AutoCAD SHX Text

ADDRESS 27011

AutoCAD SHX Text

27' BC-BC

AutoCAD SHX Text 60' R.O.W

AutoCAD SHX Text

27' WIDE BC-BC

AutoCAD SHX Text -.7%

AutoCAD SHX Text -.7%

AutoCAD SHX Text -.5%

AutoCAD SHX Text -.7%

AutoCAD SHX Text -.7%

AutoCAD SHX Text -.5%

AutoCAD SHX Text -.5%

AutoCAD SHX Text -.5%

AutoCAD SHX Text -.5%

AutoCAD SHX Text -.5%

AutoCAD SHX Text

RIM: 623.94

AutoCAD SHX Text

MATCH

AutoCAD SHX Text

RIM: 623.74

AutoCAD SHX Text

12" STORM CROSSING STA: 0+84 T/P: 619.72

AutoCAD SHX Text

10" SANITARY CROSSING STA: 2+29 T/P: 614.21

AutoCAD SHX Text

12" STORM CROSSING STA: 0+16 T/P: 619.72

AutoCAD SHX Text

24" STORM CROSSING STA: 2+35 T/P: 618.90

AutoCAD SHX Text

CL SYLVIA ST

AutoCAD SHX Text

2" GAS CROSSING STA: 0+11 T/P: 622.17

AutoCAD SHX Text

PROFILE EX. SURFACE

AutoCAD SHX Text

PROFILE PROP. SURFACE

AutoCAD SHX Text

EX. ELEVATION

AutoCAD SHX Text 000.00

AutoCAD SHX Text

PROP. TOP CURB

AutoCAD SHX Text

PROP. GUTTER

AutoCAD SHX Text T/C

AutoCAD SHX Text

PROP. ELEVATION

AutoCAD SHX Text 000.00

AutoCAD SHX Text G

AutoCAD SHX Text

ABANDONED WATER MAIN

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

289 SIGN; REM, SALVAGE, AND REINSTALL

SIDEWALK, REM253

SAWCUT PAVEMENT249

DRIVEWAY, REM254

PAVT, REM

OBSTRUCTION, REM255

MICHELLE CT.

(60 FEET WIDE)

SY

LV

IA

S

T.

(6

FE

ET

W

ID

E)

MICHELLE CT.

(60 FEET WIDE)

SY

LV

IA

S

T.

(6

FE

ET

W

ID

E)

254 26 LFT

289 905 SYD

BENCHMARKS

REMOVAL NOTES

REMOVAL LEGEND

SHEETSHEET

CV03

M

IC

HE

LL

E

CT

. T O

PO

G

RA

PH

IC

S

U

RV

EY

A

N D

RE

M

O

VA

L

PL

SCALE: 1:20

TOPOGRAPHIC SURVEY1

TOPOGRAPHIC LEGEND

SHEET

DRAWN BY:

CHECKED BY:

APPROVED BY:

SCALE:

DATE:

DESIGNED BY:

TI

TL

E

HE

NN

ES

SE

Y

N M

AI

N

S T

SU

IT

E

M

IL

FO

RD

, M

I

(2

) 6

-1

H E

N G

IN

E

E R

S .C

O M

REVISIONS

EN

GI

NE

ER

S

RE

EC

K

RD

SO

U

TH

GA

TE

M

IC

HI

GA

N

(7

) 7

-1

SHEET

PROJECT NUMBER:

TI

TL

E

HE

NN

ES

SE

Y

H E

N G

IN

E

E R

S .C

O M

EN

GI

NE

ER

S

RE

EC

K

RD

SO

U

TH

GA

TE

M

IC

HI

GA

N

(7

) 7

-1

JJH

TTN

JJB

JJB

6/30/26

93345

CI

TY

O F

TA

YL

O R

C

DB

G

RO

AD

R

EC

O

N

ST

RU

CT

S

W

AY

N E

CO

U

N

TY

, M

IC

HI

GA

N

NOTE:

RESIDENTIAL DRIVEWAYS

ARE PRIVATE. ONLY

REPLACE DRIVEWAYS WHEN

THEY ARE IMPACTED BY

RECONSTRUCTION AND

DIRECTED BY THE ENGINEER.

AutoCAD SHX Text

ROOF DRAIN

AutoCAD SHX Text

ROOF DRAIN

AutoCAD SHX Text

ADDRESS 27009

AutoCAD SHX Text

ADDRESS 27019

AutoCAD SHX Text

ADDRESS 27029

AutoCAD SHX Text

ADDRESS 27039

AutoCAD SHX Text

ADDRESS 27049

AutoCAD SHX Text

ADDRESS 27059

AutoCAD SHX Text

ADDRESS 27060

AutoCAD SHX Text

ADDRESS 27050

AutoCAD SHX Text

ADDRESS 27040

AutoCAD SHX Text

ADDRESS 27030

AutoCAD SHX Text

ADDRESS 27020

AutoCAD SHX Text

ADDRESS 27010

AutoCAD SHX Text

27' BC-BC

AutoCAD SHX Text 60' R.O.W

AutoCAD SHX Text

ADDRESS 27009

AutoCAD SHX Text

ADDRESS 27019

AutoCAD SHX Text

ADDRESS 27029

AutoCAD SHX Text

ADDRESS 27039

AutoCAD SHX Text

ADDRESS 27049

AutoCAD SHX Text

ADDRESS 27059

AutoCAD SHX Text

ADDRESS 27060

AutoCAD SHX Text

ADDRESS 27050

AutoCAD SHX Text

ADDRESS 27040

AutoCAD SHX Text

ADDRESS 27030

AutoCAD SHX Text

ADDRESS 27020

AutoCAD SHX Text

ADDRESS 27010

AutoCAD SHX Text

27' BC-BC

AutoCAD SHX Text 60' R.O.W

AutoCAD SHX Text BM # 1 ARROW ON HYDRANT LOCATED IN THE MIDDLE OF CUL-DE-SAC ELEVATION: 627.767 (NAVD88 DATUM)

AutoCAD SHX Text

REMOVE SURFACE

AutoCAD SHX Text

ABANDON UTILITY

AutoCAD SHX Text

PROTECT

AutoCAD SHX Text

REMOVE

AutoCAD SHX Text

SAWCUT PAVEMENT

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

SCALE 1"=20'

AutoCAD SHX Text S

AutoCAD SHX Text

ST

AutoCAD SHX Text

FENCE

AutoCAD SHX Text

CENTERLINE

AutoCAD SHX Text

RIGHT-OF-WAY

AutoCAD SHX Text

WATER MAIN

AutoCAD SHX Text

STORM SEWER

AutoCAD SHX Text

SANITARY SEWER

AutoCAD SHX Text

GAS

AutoCAD SHX Text

OVERHEAD UTILITY

AutoCAD SHX Text

UNDERGRND ELECTRIC

AutoCAD SHX Text

LIGHT POLE

AutoCAD SHX Text

POWER POLE

AutoCAD SHX Text

CATCH BASIN

AutoCAD SHX Text

YARD CATCH BASIN

AutoCAD SHX Text

SANITARY MANHOLE

AutoCAD SHX Text

STORM MANHOLE

AutoCAD SHX Text

HYDRANT

AutoCAD SHX Text

GATE VALVE & WELL

AutoCAD SHX Text

VALVE

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

GUY WIRE

AutoCAD SHX Text

EXISTING ELEVATION

AutoCAD SHX Text

FINISHED GRADE

AutoCAD SHX Text

FINISHED FLOOR

AutoCAD SHX Text

TOP CURB

AutoCAD SHX Text

GUTTER

AutoCAD SHX Text

TREE

AutoCAD SHX Text

PINE, SPRUCE

AutoCAD SHX Text

BUSH, SHRUB

AutoCAD SHX Text F.G.

AutoCAD SHX Text F.F.

AutoCAD SHX Text T/C

AutoCAD SHX Text G

AutoCAD SHX Text 000.00

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

UNDERGRND FIBER OPTIC

AutoCAD SHX Text

UNDERGRND CABLE

AutoCAD SHX Text

GV

AutoCAD SHX Text

EM

AutoCAD SHX Text

ELECTRIC MANHOLE

AutoCAD SHX Text

GAS VALVE

AutoCAD SHX Text

TREE/BRUSH LINE

AutoCAD SHX Text

CONTOUR

SY

LV

IA

S

T.

(6

FE

ET

W

ID

E)

606 905 SYD

MICHELLE CT.

(60 FEET WIDE)

SY

LV

IA

S

T.

(6

FE

ET

W

ID

E)

204 typ

AGGREGATE BASE, 6 INCH302

CONC, PAVT WITH INTEGRAL CURB,

NONREINF, 8 INCH

SIDEWALK, CONC, 4 INCH628

ADA RAMP WITH DETECTABLE WARNING TILE634

DRIVEWAY APPROACH, RESIDENTIAL, 6-INCH641

SIDEWALK, CONC, 6 INCH629

AGGREGATE BASE, 8 INCH304

PAVEMENT MARKING, CROSS WALK910

PAVEMENT MARKING, STOP BAR911

ADJUST STRUCTURE426

EROSION CONTROL, SILT SACK200

RESTORATION, 3 INCH TOPSOIL & HYDROSEED204

TREE PROTECTION FENCE210

LAYOUT LEGEND

LAYOUT NOTES

SESC NOTES

SESC LEGEND

SCALE: 1:20

LAYOUT1

SCALE: 1:20

SOIL EROSION CONTROL AND RESTORATION PLAN2

CS03

M

IC

HE

LL

E

CT

. L

AY

O U

T

AN

D

SE

SC

P

LA

CHECKED BY:

APPROVED BY:

SCALE:

DATE:

DESIGNED BY:

TI

TL

E

HE

NN

ES

SE

Y

N M

AI

N

S T

SU

IT

E

M

IL

FO

RD

, M

I

(2

) 6

-1

H E

N G

IN

E

E R

S .C

O M

REVISIONS

EN

GI

NE

ER

S

RE

EC

K

RD

SO

U

TH

GA

TE

M

IC

HI

GA

N

(7

) 7

-1

SHEET

PROJECT NUMBER:

TI

TL

E

HE

NN

ES

SE

Y

H E

N G

IN

E

E R

S .C

O M

EN

GI

NE

ER

S

RE

EC

K

RD

SO

U

TH

GA

TE

M

IC

HI

GA

N

(7

) 7

-1

JJH

TTN

JJB

JJB

6/30/26

93345

CI

TY

O F

TA

YL

O R

C

DB

G

RO

AD

R

EC

O

N

ST

RU

CT

S

W

AY

N E

CO

U

N

TY

, M

IC

HI

GA

N

NOTE:

UNDERCUT AND INSTALL

AGGREGATE BASE AS

DIRECTED BY ENGINEER

NOTE:

RESIDENTIAL DRIVEWAYS

ARE PRIVATE. ONLY

REPLACE DRIVEWAYS WHEN

THEY ARE IMPACTED BY

RECONSTRUCTION AND

DIRECTED BY THE ENGINEER.

AutoCAD SHX Text

27' WIDE BC-BC

AutoCAD SHX Text

60' WIDE R.O.W.

AutoCAD SHX Text

27' WIDE BC-BC

AutoCAD SHX Text

PROPOSED CONCRETE

AutoCAD SHX Text

DETECTABLE WARNING SURFACE

AutoCAD SHX Text

PROPOSED CATCH BASIN

AutoCAD SHX Text

PROPOSED STORM MANHOLE

AutoCAD SHX Text

PROPOSED SIDEWALK/

AutoCAD SHX Text

PROPOSED DRIVEWAY

AutoCAD SHX Text

DRAINAGE STRUCTURE SILT SACKS

AutoCAD SHX Text

STABILIZE ALL DISTURBED AREAS WITHIN 5 DAYS WITH TOPSOIL AND HYDROSEED

AutoCAD SHX Text

GRADING LIMITS

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

SY

LV

IA

S

T.

(6

FE

ET

W

ID

E)

421 48 LFT

421 48 LFT

420415

420415

420415

420415

0+00 0+50 1+00 1+50 2+00 2+50

ADJUST STRUCTURE415

NEW FRAME AND COVER420

EDGE DRAIN421

RECONSTRUCT STRUCTURE416

SCALE: 1:20

LAYOUT1

SCALE: 1:20

PROFILE2 SHEET

DRAWN BY:

CHECKED BY:

APPROVED BY:

SCALE:

DATE:

DESIGNED BY:

TI

TL

E

HE

NN

ES

SE

Y

N M

AI

N

S T

SU

IT

E

M

IL

FO

RD

, M

I

(2

) 6

-1

H E

N G

IN

E

E R

S .C

O M

REVISIONS

EN

GI

NE

ER

S

RE

EC

K

RD

SO

U

TH

GA

TE

M

IC

HI

GA

N

(7

) 7

-1

SHEET

PROJECT NUMBER:

TI

TL

E

HE

NN

ES

SE

Y

H E

N G

IN

E

E R

S .C

O M

EN

GI

NE

ER

S

RE

EC

K

RD

SO

U

TH

GA

TE

M

IC

HI

GA

N

(7

) 7

-1

JJH

TTN

JJB

JJB

6/30/26

93345

CI

TY

O F

TA

YL

O R

C

DB

G

RO

AD

R

EC

O

N

ST

RU

CT

S

W

AY

N E

CO

U

N

TY

, M

IC

HI

GA

N

GRADING LEGEND

UTILITY NOTES

CG03

M

IC

HE

LL

E

CT

. G

RA

DI

N

G P

LA

N

A N

D

PR

O

FI

ROOF DRAINS TO BE TEED

INTO EDGE DRAIN. QUANTIFY

AS "EDGE DRAIN LFT".

NOTE:

REPLACE FRAME AND

COVERS AS DIRECTED BY

THE ENGINEER.

AutoCAD SHX Text

ADDRESS 27009

AutoCAD SHX Text

ADDRESS 27019

AutoCAD SHX Text

ADDRESS 27029

AutoCAD SHX Text

ADDRESS 27039

AutoCAD SHX Text

ADDRESS 27049

AutoCAD SHX Text

ADDRESS 27059

AutoCAD SHX Text

ADDRESS 27060

AutoCAD SHX Text

ADDRESS 27050

AutoCAD SHX Text

ADDRESS 27040

AutoCAD SHX Text

ADDRESS 27030

AutoCAD SHX Text

ADDRESS 27020

AutoCAD SHX Text

ADDRESS 27010

AutoCAD SHX Text

27' BC-BC

AutoCAD SHX Text 60' R.O.W

AutoCAD SHX Text -0.7%

AutoCAD SHX Text -0.7%

AutoCAD SHX Text -0.7%

AutoCAD SHX Text -0.8%

AutoCAD SHX Text -0.8%

AutoCAD SHX Text -0.8%

AutoCAD SHX Text -0.7%

AutoCAD SHX Text -0.8%

AutoCAD SHX Text -1.2%

AutoCAD SHX Text -1.0%

AutoCAD SHX Text

MATCH

AutoCAD SHX Text

RIM: 623.46

AutoCAD SHX Text

RIM: 623.69

AutoCAD SHX Text

CL SYLVIA ST

AutoCAD SHX Text

10" SANITARY CROSSING STA: 2+30 T/P: 612.60

AutoCAD SHX Text

24" STORM CROSSING STA: 2+35 T/P: 629.31

AutoCAD SHX Text

2" GAS CROSSING STA: 0+10 T/P: 622.40

AutoCAD SHX Text

12" STORM CROSSING STA: 0+85 T/P: 620.14

AutoCAD SHX Text

12" STORM CROSSING STA: 0+50 T/P: 620.43

AutoCAD SHX Text

PROFILE EX. SURFACE

AutoCAD SHX Text

PROFILE PROP. SURFACE

AutoCAD SHX Text

EX. ELEVATION

AutoCAD SHX Text 000.00

AutoCAD SHX Text

PROP. TOP CURB

AutoCAD SHX Text

PROP. GUTTER

AutoCAD SHX Text T/C

AutoCAD SHX Text

PROP. ELEVATION

AutoCAD SHX Text 000.00

AutoCAD SHX Text G

AutoCAD SHX Text

ABANDONED WATER MAIN

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

JamesBreslin Snapshot

Text Box

Sheets and Views
CVR COVER SHEET
CN01 NOTES SHEET
CD01 ROAD CROSS SECTIONS
CV01 JEANETTE TOPOGRAPHIC SURVEY AND REMOVAL PLAN
CS01 JEANETTE CT. LAYOUT AND SESC PLAN
CG01 JEANETTE CT. GRADING PLAN AN PROFILE
CV02 DEBRA CT. TOPOGRAPHIC SURVEY AND REMOVAL PLAN
CS02 DEBRA CT. LAYOUT AND SESC PLAN
CG02 DEBRA CT. GRADING PLAN AND PROFILE
CV03 MICHELLE CT. TOPOGRAPHIC SURVEY AND REMOVAL PLAN
CS03 MICHELLE CT. LAYOUT AND SESC PLAN
CG03 MICHELLE CT. GRADING PLAN AND PROFILE

File details come from the government source that posted it. Updated .