CombPlanSet_08282025.pdf

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City of Rochester Oakland County, Michigan

TITLE SHEET 1

TOPOGRAPHIC SURVEY 2

CONSTRUCTION PLAN 3

DRAINAGE DISTRICT MAP & PIPE SIZING CALCULATIONS 4

SOIL EROSION & SEDIMENTATION CONTROL PLAN 5

INDEX TO SHEETS

Clinton River Trail Washout West of Dequindre Road

Clinton River Trail Collapse East of Main Street

ASEEL A PUTROS, P.E. #6201055083 DATE

"I HEREBY CERTIFY THESE PLANS HAVE BEEN PREPARED UNDER MY

DIRECT SUPERVISION IN ACCORDANCE WITH ACT 240, PUBLIC ACTS

OF 1937 AS AMENDED- STATE OF MICHIGAN."

ANDERSON, ECKSTEIN AND

WESTRICK, INC.

CIVIL ENGINEERS SURVEYORS ARCHITECTS

N

W

S

E

CRT WASHOUT SITE

TIENKEN RD.

R O

C H

ES

TE

R R

O

AD

ROMEO

PARKDALE RD.

LE

TI

C A

AVON RD.

23 MILE RD.

D

EQ

U

IN

D R

E R

D

24 MILE RD.

CLINTON RIVER

TRAIL

OLD WASTE WATER

TREATMENT PLANT

LOCATION

2nd ST.

D

EQ

U

IN

D R

E

W

AS

HI

NG

TO

N

CLINTON RIVER

CITY OF ROCHESTER STANDARD STORM SEWER DETAILS STM1, STM2

WATER RESOURCES COMMISSION

SOIL EROSION AND SEDIMENTATION CONTROL DETAILS 1 OF 1

LANDSCAPE PLAN 6

CRT WASHOUT

TOPOGRAPHIC SURVEY & REMOVAL PLAN 7

CONSTRUCTION PLAN 8

CRT COLLAPSE

SOIL EROSION & SEDIMENTATION CONTROL PLAN 9CRT COLLAPSE SITE

CITY OF ROCHESTER STANDARD PAVING DETAILS PAV1, PAV2

B.M.#66

B.M.#67

B.M.#65

B.M.#64

TOPOGRAPHIC

SURVEY

NAC AAP JULY 2025

1" = 30'

15 30 60

0270-0209

CRT - WASHOUT

WEST OF

DEQUINDRE ROAD

CITY OF ROCHESTER

SHEET TITLE:

COPYRIGHT, 2025, ANDERSON, ECKSTEIN AND WESTRICK, INC.

CHECKED BY:DRAWN BY:

SCALE:

PRELIMINARY

DATE SUBMITTALS/REVISIONS

PROJECT NO.

SHEET NO.

CLIENT:

PROJECT NAME:

CONSTRUCTION RECORD

DATE:

02_Topo--8/28/2025 12:46:47 PM

M:\0270\0270-0209\CAD\DRAWINGS\CONSTRUCTION\CIVIL\01_CONST.DWG

Know what's below.

72 hours before you dig.

Call R

51301 Schoenherr Road Shelby Township, MI 48315

586.726.1234 | aewinc.com

Engineering Strong Communities

PARKDALE FOREST CONDOMINIUM

O.C.C.P. No. 1712

15-12-478-001

15-12-351-004

15-12-276-077

15-13-276-005

15-13-276-005

BENCH MARKS

(NAVD88 DATUM)

BENCH MARK NO.64

MAG NAIL NORTH FACE OF MILE

MARKER POST ON SOUTH OF

TRAIL.

ELEVATION: 702.07

BENCH MARK NO.65

MAG SPIKE IN 11" SYCAMORE

BASE ±80' SOUTH OF PATH.

ELEVATION: 690.59

BENCH MARK NO.66

CHIS. "X" IN NORTHEAST RIM

SANITARY M.H. ±20' OF OTHER

SANITARY M.H., ±100' SOUTH OF

TRAIL.

ELEVATION: 691.93

BENCH MARK NO.67

SET MAG SPIKE IN 6" MAPLE ON

EAST SIDE, ±15' SOUTH OF TRAIL.

ELEVATION: 692.61

EX. 100 YEAR FLOODPLAIN

ELEVATION VARIES FROM 689.1

(FEMA SECTION "I") TO 691.8

(FEMA SECTION "J")

(FIRM 26125C0411F)

SE

E

A B

O

VE

SE

E

B

EL

O W

EX. R.O.W.

EX. R.O.W.

EX. R.O.W.

EX. R.O.W.

EX. WETLAND LIMITS

EX. WETLAND LIMITS

EX. 100 YEAR FLOODPLAIN

ELEVATION VARIES FROM 689.1

(FEMA SECTION "I") TO 691.8

(FEMA SECTION "J")

(FIRM 26125C0411F)

BOUNDARY LINE

CENTERLINE DITCH

SANITARY MANHOLE

SANITARY SEWER

SPOT ELEVATION ("+" INDICATES

ELEVATION LOCATION UNLESS

OTHERWISE INDICATED)

LEGEND

LOCATION MAP

NOT TO SCALE

SITE

B.M.#65

B.M.#64

CONSTRUCTION

PLAN

NAC AAP JULY 2025

1" = 30'

15 30 60

0270-0209

CRT - WASHOUT

WEST OF

DEQUINDRE ROAD

CITY OF ROCHESTER

SHEET TITLE:

COPYRIGHT, 2025, ANDERSON, ECKSTEIN AND WESTRICK, INC.

CHECKED BY:DRAWN BY:

SCALE:

PRELIMINARY

DATE SUBMITTALS/REVISIONS

PROJECT NO.

SHEET NO.

CLIENT:

PROJECT NAME:

CONSTRUCTION RECORD

DATE:

03_Const--8/28/2025 12:47:00 PM

M:\0270\0270-0209\CAD\DRAWINGS\CONSTRUCTION\CIVIL\01_CONST.DWG

Know what's below.

72 hours before you dig.

Call R

51301 Schoenherr Road Shelby Township, MI 48315

586.726.1234 | aewinc.com

Engineering Strong Communities

Riprap, Plain, LM (TYP.)

(SEE W.R.C. STD. DETAILS)

Culv, Cl IV, Conc, 36 inch (46 Ft) AT 0.07% AND

(2) Culv End Section, Conc, 36 inch AND (2) Culv End Sect, 36 inch, Grate

CONSTRUCT 277 L.F. DITCH @ 0.76%

(PAID FOR AS Station Grading, Trail)

Cofferdam, Temp

LIMITS OF Embankment, CIP, Modified/Special

Limestone Surface Cse, 4 inch ON Aggregate Base, 21AA, 8 inch

PLACE AGGREGATE FROM TOE OF SLOPE TO ELEVATION

693.50 (PAID FOR AS Aggregate, 6A, 12 inch, Modified)

PARKDALE FOREST CONDOMINIUM

O.C.C.P. No. 1712

15-12-478-001

15-12-351-004

15-12-276-077

15-13-276-005

15-13-276-005

BENCH MARKS

(NAVD88 DATUM)

BENCH MARK NO.64

MAG NAIL NORTH FACE OF MILE

MARKER POST ON SOUTH OF

TRAIL.

ELEVATION: 702.07

BENCH MARK NO.65

MAG SPIKE IN 11" SYCAMORE

BASE ±80' SOUTH OF PATH.

ELEVATION: 690.59

BENCH MARK NO.66

CHIS. "X" IN NORTHEAST RIM

SANITARY M.H. ±20' OF OTHER

SANITARY M.H., ±100' SOUTH OF

TRAIL.

ELEVATION: 691.93

BENCH MARK NO.67

SET MAG SPIKE IN 6" MAPLE ON

EAST SIDE, ±15' SOUTH OF TRAIL.

ELEVATION: 692.61

LOCATION MAP

NOT TO SCALE

SITE

10'5' 5'

Embankment, CIP, Modified/Special

Limestone Surface Cse, 4 inch ON Aggregate Base, 21AA, 8 inch

60'

2'

MUCK OUT

EXIST. ORGANIC MATERIAL

SECTION A-A

NOT TO SCALE

EXIST. GROUND

36" IE 691.00

36" IE 690.96

ESTIMATED QUANTITIES

(THIS SHEET)

1. Soil Erosion and Sedimentation Control 1 Ls

2. Temporary Turnaround and Access Area 1 Ls

3. Excavation, Earth 3,430 Cyd

4. Embankment, CIP, Modified 1,000 Cyd

5. Embankment, CIP, Special 4,930 Cyd

6. Culv, Cl IV, Conc, 36 inch 46 Ft

7. Culv End Sect, Conc, 36 inch 2 Ea

8. Culv End Sect, 36 inch, Grate 2 Ea

9. Limestone Surface Cse, 4 inch 260 Syd

10. Aggregate Base, 21AA, 8 inch 310 Syd

11. Limestone Surface Cse, 4 inch, Resurfacing 6,000 Syd

12. Aggregate, 6A, 12 inch, Modified 780 Cyd

13. Aggregate Base, Conditioning, Modified 50 Sta

14. Cofferdam, Temp 1 LS

15. Riprap, Plain, LM 184 Syd

16. Station Grading, Trail 3.0 Sta

100'

WASHOUT AREA

50'

ADDITIONAL

EXCAVATION

50'

ADDITIONAL

EXCAVATION

15'

15'

9" LAYERS

EXIST. TRAILEXIST. TRAIL

SECTION B-B

NOT TO SCALE

LIMITS OF Excavation, Earth

EX. 100 YEAR FLOODPLAIN

ELEVATION VARIES FROM 689.1

(FEMA SECTION "I") TO 691.8

(FEMA SECTION "J")

(FIRM 26125C0411F)

Tree Clearing AS REQUIRED FOR CONSTRUCTION

OF NEW GRAVEL PATHWAY AND EMBANKMENT

(PAID FOR AS Station Grading, Trail) INCLUDING

DEAD TREES WITHIN EXISTING WETLAND AREA

60'

SE

E

A B

O

VE

SE

E

B

EL

O W

Temporary Turnaround and Access Area

(12" THICK CRUSHED CONCRETE)

EXIST. GROUND

Excavation, Earth

TREE CLEARING AS REQUIRED FOR CONSTRUCTION

OF TEMPORARY TURNAROUND (PAID FOR AS

Temporary Turnaround and Access Area)

EX. R.O.W.

EX. R.O.W.

EX. R.O.W.

EX. R.O.W.

EX. WETLAND LIMITS

EX. WETLAND LIMITS

NOTES:

THE CITY OF ROCHESTER HAS STORED APPROXIMATELY

5,000 CUBIC YARDS OF CLAY MATERIAL AT THE OLD

WASTE WATER TREATMENT PLANT LOCATED AT 800 E.

2nd STREET. THE CONTRACTOR SHALL UTILIZE THIS

STORED CLAY MATERIAL FOR THE PROJECT. ALL WORK

ASSOCIATED WITH LOADING, HAULING, AND

COMPACTING THE STORED MATERIAL SHALL BE PAID

FOR UNDER THE PAY ITEM Embankment, CIP, Special.

THE CONDITION OF THE STORED MATERIAL SHALL BE

INSPECTED BY THE GEOTECHNICAL ENGINEER

PROVIDED BY THE CITY. UNSUITABLE MATERIAL SHALL

NOT BE TRANSFERRED OR USED FOR THIS PROJECT.

IF ADDITIONAL MATERIAL IS REQUIRED TO COMPLETE

THE PROJECT, IT SHALL BE THE CONTRACTOR’S

RESPONSIBILITY TO OBTAIN IT. ALL WORK ASSOCIATED

WITH HAULING, AND COMPACTING ANY ADDITIONAL

MATERIAL SHALL BE PAID FOR UNDER THE PAY ITEM

Embankment, CIP, Modified.

A

A B

B

DITCH

689.00

DITCH

686.90

DITCH

687.87

PROPOSED GRADING LIMITS

EX. 100 YEAR FLOODPLAIN

ELEVATION VARIES FROM 689.1

(FEMA SECTION "I") TO 691.8

(FEMA SECTION "J")

(FIRM 26125C0411F)

THE EMBANKMENT MATERIAL SHOULD BE PLACED IN HORIZONTAL LIFTS NOT EXCEEDING

9 INCHES IN THICKNESS. THE FILL MATERIAL SHOULD BE COMPACTED TO A MINIMUM OF

95 PERCENT OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY. THE COHESIVE FILL

SHOULD BE PLACED WITHIN 2 PERCENT OF THE OPTIMUM MOISTURE CONTENT. THE FILL

SOIL SHOULD BE FREE OF ORGANIC MATERIAL OR DELETERIOUS MATERIAL. FROZEN SOIL

SHALL NOT BE PLACED AS FILL NOR SHOULD FILL BE PLACED ON FROZEN SUBGRADE.

DITCH

Aggregate, 6A, 12 inch, Modified

TO ELEVATION 693.50

(TYPICAL, BOTH SIDES)

10' PAY LIMITS FOR Limestone Surface Cse, 4 inch

12' PAY LIMITS FOR Aggregate Base, 21 AA, 8 inch

20'

LIMITS OF CLEAR ZONE (5' PAST EDGE OF PATH)

PLACE LIMESTONE SURFACE

COMPACT TO 95% DENSITY. PAID

FOR AS Limestone Surface Cse, 4 inch

8" AGGREGATE BASE COMPACTED

TO 98% OF MAXIMUM DENSITY.

COMPACT SUBBASE PRIOR TO

PLACING AGGREGATE BASE. PAID

FOR AS Aggregate Base, 21AA, 8 inch)

REGRADE DISTURBED AREA

TO MATCH TOP OF PATH

(PAID FOR AS Limestone Surface Cse, 4 inch)

COMPACT PROPOSED SUBBASE

TO 95% MAX DENSITY PRIOR TO

PLACING AGGREGATE BASE

1.0%

PROPOSED TRAIL CROSS SECTION

(WITHIN WASH OUT AREA)

NOT TO SCALE

10' PAY LIMITS FOR Limestone Surface Cse, 4 inch Resurfacing

14'

LIMITS OF CLEAR ZONE (2' PAST EDGE OF PATH)

PLACE MINIMUM 4" NEW AGGREGATE

MATERIAL PRIOR TO COMPACTION AND

THEN COMPACT TO 95% DENSITY. PAID FOR

AS Limestone Surface Cse, 4 inch Resurfacing

EXISTING RAILROAD BALLAST

REGRADE DISTURBED AREA

TO MATCH TOP OF PATH

(PAID FOR AS Limestone Surface Cse, 4 inch)1.0%

NOTES:

1. DIRECTION OF CROSS SLOPE SHALL BE

DETERMINED IN THE FIELD BY THE ENGINEER

2. PRETREAT WITH HERBICIDE

PROPOSED TRAIL RESURFACING CROSS SECTION

(ALONG ACCESS ROUTE)

(OLD WASTE WATER TREATMENT PLANT TO PROJECT WASHOUT LOCATION)

NOT TO SCALE

SCARIFY TO A DEPTH OF 2" OR AS

DIRECTED BY THE ENGINEER (PAID FOR

AS Aggregate Base, Conditioning, Modified)

TREE CLEARING AS REQUIRED FOR CONSTRUCTION

OF NEW GRAVEL PATHWAY EMBANKMENT AND

DITCH (PAID FOR AS Station Grading, Trail)

2'

5' 5'

M A

TC

H

LI

N

E

15-13-276-005

M A

TC

H

LI

N

E

Limestone Surface Cse, 4 inch, Resurfacing ON Aggregate Base, Conditioning, Modified

Limestone Surface Cse, 4 inch, Resurfacing ON Aggregate Base, Conditioning, Modified

TEMPORARY

TURN-AROUND AREA

DRAINAGE DISTRICT

MAP

PIPE SIZING

CALCULATIONS

NAC AAP JULY 2025

NONE

0270-0209

CRT - WASHOUT

WEST OF

DEQUINDRE ROAD

CITY OF ROCHESTER

SHEET TITLE:

COPYRIGHT, 2025, ANDERSON, ECKSTEIN AND WESTRICK, INC.

CHECKED BY:DRAWN BY:

SCALE:

PRELIMINARY

DATE SUBMITTALS/REVISIONS

PROJECT NO.

SHEET NO.

CLIENT:

PROJECT NAME:

CONSTRUCTION RECORD

DATE:

04_Const--8/28/2025 12:47:12 PM

M:\0270\0270-0209\CAD\DRAWINGS\CONSTRUCTION\CIVIL\01_CONST.DWG

Know what's below.

72 hours before you dig.

Call R

51301 Schoenherr Road Shelby Township, MI 48315

586.726.1234 | aewinc.com

Engineering Strong Communities

D

EQ

U

IN

D R

E R

O A

D

PARKDALE

STONY CREEK RIDGE

DEER RIDGE

CONDO

BOULDER RIDGE

CONDOS OF

ROCHESTER

PARKDALE FOREST

CONDO

15-12-476-006

REGENCY HILLS

SUBDIVISION No. 1

OAKVIEW

ESTATES

07-07-100-023

07-07-100-025

07-07-100-010

DISTRICT AREA

124.69 ACRES

DRAINAGE DISTRICT MAP

CLINTON RIVER TRAIL

APPROX. LOCATION OF 36" CMP

EX. 24" CONCRETE PIPE

STORM OUTLET FROM

PARKDALE FOREST CONDOdischarge

B.M.#65

B.M.#64

SOIL EROSION

SEDIMENTATION

CONTROL PLAN

NAC AAP JULY 2025

1" = 30'

15 30 60

0270-0209

CRT - WASHOUT

WEST OF

DEQUINDRE ROAD

CITY OF ROCHESTER

SHEET TITLE:

COPYRIGHT, 2025, ANDERSON, ECKSTEIN AND WESTRICK, INC.

CHECKED BY:DRAWN BY:

SCALE:

PRELIMINARY

DATE SUBMITTALS/REVISIONS

PROJECT NO.

SHEET NO.

CLIENT:

PROJECT NAME:

CONSTRUCTION RECORD

DATE:

05_SESC--8/28/2025 12:47:43 PM

M:\0270\0270-0209\CAD\DRAWINGS\CONSTRUCTION\CIVIL\01_CONST.DWG

Know what's below.

72 hours before you dig.

Call R

51301 Schoenherr Road Shelby Township, MI 48315

586.726.1234 | aewinc.com

Engineering Strong Communities

Riprap, Plain (TYP.)

Cofferdam, Temp

PARKDALE FOREST CONDOMINIUM

O.C.C.P. No. 1712

15-12-478-001

15-12-351-004

15-12-276-077

15-13-276-005

15-13-276-005

BENCH MARKS

(NAVD88 DATUM)

BENCH MARK NO.64

MAG NAIL NORTH FACE OF MILE

MARKER POST ON SOUTH OF

TRAIL.

ELEVATION: 702.07

BENCH MARK NO.65

MAG SPIKE IN 11" SYCAMORE

BASE ±80' SOUTH OF PATH.

ELEVATION: 690.59

BENCH MARK NO.66

CHIS. "X" IN NORTHEAST RIM

SANITARY M.H. ±20' OF OTHER

SANITARY M.H., ±100' SOUTH OF

TRAIL.

ELEVATION: 691.93

BENCH MARK NO.67

SET MAG SPIKE IN 6" MAPLE ON

EAST SIDE, ±15' SOUTH OF TRAIL.

ELEVATION: 692.61

EX. 100 YEAR FLOODPLAIN

ELEVATION VARIES FROM 689.1

(FEMA SECTION "I") TO 691.8

(FEMA SECTION "J")

(FIRM 26125C0411F)

SE

E

A B

O

VE

SE

E

B

EL

O W

Erosion Control, Silt Fence

EX. R.O.W.

EX. R.O.W.

EX. R.O.W.

EX. R.O.W.

EX. WETLAND LIMITS

EX. WETLAND LIMITS

EX. 100 YEAR FLOODPLAIN

ELEVATION VARIES FROM 689.1

(FEMA SECTION "I") TO 691.8

(FEMA SECTION "J")

(FIRM 26125C0411F)

Erosion Control, Silt Fence

" S

TM

LIMITS OF PROPOSED EARTH CHANGE (TYP.)

LIMITS OF PROPOSED EARTH CHANGE (TYP.)

QUANTITIES (THIS SHEET)

Erosion Control, Silt Fence 900 Ft

1. THIS PROJECT SHALL BE CONSTRUCTED IN COMPLIANCE WITH

PART 91 OF ACT 451 OF 1994, AS AMENDED, THE SOIL EROSION AND

SEDIMENTATION CONTROL ACT AND THE WATER RESOURCE

COMMISSIONER OFFICE ORDINANCE.

2. ALL EROSION AND SEDIMENTATION CONTROL WORK SHALL

CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE WATER

RESOURCE COMMISSIONER OFFICE.

3. EROSION AND ANY SEDIMENTATION FROM WORK ON THIS SITE SHALL

BE CONTAINED ON THE SITE 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, AND PONDS.

4. THE OWNER OR OWNER'S REPRESENTATIVE SHALL BE RESPONSIBLE

FOR INSTALLATION AND MAINTENANCE OF SOIL EROSION AND

SEDIMENTATION CONTROL DEVICES.

5. THE CONTRACTOR'S REPRESENTATIVE SHALL IMPLEMENT AND

MAINTAIN THE SOIL EROSION CONTROL MEASURES AS SHOWN ON

THE PLANS BEFORE AND AT ALL TIMES DURING CONSTRUCTION ON

THIS PROJECT. ANY MODIFICATIONS OR ADDITIONS TO SOIL EROSION

CONTROL MEASURES DUE TO CONSTRUCTION OR CHANGED

CONDITIONS SHALL BE COMPLIED WITH AS REQUIRED OR DIRECTED

BY THE OAKLAND COUNTY RESOURCE COMMISSIONER'S OFFICE.

6. IF ANY OF THE SESC MEASURES ON THE SITE ARE DEEMED

INADEQUATE OR INEFFECTIVE, THE OAKLAND COUNTY WATER

RESOURCE COMMISSIONER SESC DIVISION HAS THE RIGHT TO

REQUIRE ADDITIONAL SESC MEASURES AT THE EXPENSE OF THE

LANDOWNER.

7. INSTALL SILT FENCE AS INDICATED ON THE PLAN AND AT

ADDITIONAL AREAS AS NECESSARY.

A. SILT FENCE SHALL BE INSTALLED PER DETAIL.

B. BUILD UP OF SEDIMENT SHALL BE REMOVED WHEN SEDIMENT

ACCUMULATES TO 1/3 TO 1/2 OF THE HEIGHT OF THE SILT

FENCE.

C. IF SILT FENCE FABRIC DECOMPOSES OR BECOMES INEFFECTIVE

PRIOR TO THE END OF EXPECTED USABLE LIFE AND THE

BARRIER IS STILL REQUIRED, THE SILT FENCE SHALL BE

REPLACED PROMPTLY.

D. SILT FENCE SHALL BE INSPECTED WEEKLY UNDER NORMAL

CONDITIONS, WITHIN 24 HOURS OF RAINFALL AND DAILY DURING

A PROLONGED RAIN EVENT. REQUIRED MAINTENANCE SHALL BE

PROVIDED PROMPTLY.

8. ALL DIRT TRACKED ONTO ANY ROADWAY SHALL BE REMOVED

IMMEDIATELY.

9. STREETS AND OR PARKING AREAS WILL BE SCRAPED ON A DAILY

BASIS AND SWEPT AT A MINIMUM OF ONCE PER WEEK BY THE

LANDOWNER OR LANDOWNER'S REPRESENTATIVE.

10. DURING DRY PERIODS, ALL DISTURBED AREAS SHALL BE WATERED

FOR DUST CONTROL.

11. PERMANENT SOIL EROSION CONTROL MEASURES FOR ALL SLOPES,

CHANNELS, DITCHES, OR ANY DISTURBED LAND AREA SHALL BE

COMPLETED WITHIN 5 CALENDAR DAYS AFTER FINAL GRADING OR

THE FINAL EARTH CHANGE HAS BEEN COMPLETED. WHEN IT IS NOT

POSSIBLE TO PERMANENTLY STABILIZE A DISTURBED AREA AFTER

EARTH CHANGE HAS BEEN COMPLETED OR WHERE SIGNIFICANT

EARTH CHANGE HAS BEEN COMPLETED OR WHERE SIGNIFICANT

EARTH CHANGES ACTIVITY CEASES, TEMPORARY SOIL EROSION

CONTROL MEASURES SHALL BE IMPLEMENTED IMMEDIATELY. ALL

TEMPORARY SOIL EROSION CONTROL SHALL BE MAINTAINED UNTIL

PERMANENT SOIL EROSION CONTROL MEASURES ARE

IMPLEMENTED. ALL PERMANENT SOIL EROSION CONTROL MEASURES

WILL BE IMPLEMENTED AND ESTABLISHED BEFORE A CERTIFICATE

OF COMPLIANCE IS ISSUED.

12. FINAL GRADE, ESTABLISH VEGETATION, AND OR LANDSCAPE ALL

DISTURBED AREAS NOT BUILT OR PAVED UPON.

13. REMOVE ALL TEMPORARY SOIL EROSION DEVICES AFTER

PERMANENT STABILIZATION IS ESTABLISHED.

14. SOIL TYPES: 68

15. NAME OF NEAREST WATERCOURSE AND DISTANCE. CLINTON RIVER

500'± SOUTH.

16. NAME(S) AND PHONE NUMBER(S) FOR THE PERSON(S) RESPONSIBLE

FOR THE MAINTENANCE OF ALL TEMPORARY SOIL EROSION

CONTROL MEASURES WILL BE PROVIDED WHEN THE CONTRACTOR IS

SELECTED.

17. THE SOIL EROSION CONTROLS WILL BE MAINTAINED WEEKLY AND

AFTER EVERY STORM EVENT BY CONTRACTOR REPRESENTATIVE.

LIMITS OF PROPOSED

EARTH CHANGE

Erosion Control, Silt Fence

LEGEND

NO DEWATERING OR STOCKPILING OF MATERIAL IS

ANTICIPATED.

GROSS ACREAGE DISTURBED: 0.71 ACRES

OPERATION TIME SCHEDULE SEP OCT NOV

INSTALL TEMPORARY EROSION SEDIMENTATION CONTROL

TRAIL RECONSTRUCTION

CONSTRUCTION SEQUENCE

RESTORATION AND PERMANENT STABILATION

REMOVE TEMPORARY EROSION SEDIMENTATION CONTROL

DEC

NOTE: INSPECT SOIL EROSION MEASURES WEEKLY OR AFTER EACH RAIN EVENT

SOIL EROSION AND SEDIMENTATION CONTROL NOTES AND MAINTENANCE NOTES

LOCATION MAP

NOT TO SCALE

SITE

TEMPORARY

TURN-AROUND AREA

LANDSCAPE PLAN

CKS AAP JULY 2025

1" = 10'

5 10 20

0270-0209

CRT - WASHOUT

WEST OF

DEQUINDRE ROAD

CITY OF ROCHESTER

SHEET TITLE:

COPYRIGHT, 2025, ANDERSON, ECKSTEIN AND WESTRICK, INC.

CHECKED BY:DRAWN BY:

SCALE:

PRELIMINARY

DATE SUBMITTALS/REVISIONS

PROJECT NO.

SHEET NO.

CLIENT:

PROJECT NAME:

CONSTRUCTION RECORD

DATE:

06_Land--8/28/2025 12:48:44 PM

M:\0270\0270-0209\CAD\DRAWINGS\CONSTRUCTION\CIVIL\01_LANDSCAPE.DWG

Know what's below.

72 hours before you dig.

Call R

51301 Schoenherr Road Shelby Township, MI 48315

586.726.1234 | aewinc.com

Engineering Strong Communities

℄ Ditch

LIMESTONE PATH

LOCATION MAP

NOT TO SCALE

SITE

ESTIMATED QUANTITIES

(THIS SHEET)

1. Biodegradable Straw Blanket 1000 SYD

2. Temporary Cover Crop Seed Mix 0.2 AC

3. Budget Dryland Seed Mix 0.2 AC

4. Landscape Maintenance & Warranty - 2 Years 1 LS

5. Cercis canadensis 'Redbud' 3 Ea

6. Cornus amomum 'Silky Dogwood' 18 Ea

7. Physocarpus opulifolius 'Common Ninebark' 15 Ea

8. Asclepias syriaca 'Common Milkweed' 38 Ea

9. Asclepias tuberosa 'Butterfly Weed' 38 Ea

10. Monarda fistulosa 'Bee-Balm' 38 Ea

11. Solidago speciosa 'Showy Goldenrod' 38 Ea

12. Andropogon gerardii 'Big Bluestem' 38 Ea

EX. 100 YEAR FLOODPLAIN

ELEVATION VARIES FROM 689.1

(FEMA SECTION "I") TO 691.8

(FEMA SECTION "J")

(FIRM 26125C0411F)

EX. R.O.W.

EX. R.O.W.

EX. WETLAND LIMITS

EX. WETLAND LIMITS

GENERAL LANDSCAPE NOTES:

12" MIN.

REMOVE PLASTIC

CONTAINER

PLANTING MIX, 4 PARTS

TOPSOIL TO 1 PART

NO SCALE

STRAW BLANKET

UNDISTURBED SUBGRADE

PERENNIAL PLANTING DETAIL

ORGANIC MATTER

BIODEGRADABLE

1. CONTRACTOR SHALL SUBMIT PLANT AND SEED MIX MATERIALS LIST

TO OWNER'S REPRESENTATIVE FOR APPROVAL PRIOR TO

INSTALLATION. ANY SUBSTITUTIONS OF PLANT MATERIAL OR

ALTERATION IN PLANT SIZES OR SPECIFICATION TO BE APPROVED

BY THE OWNER'S REPRESENTATIVE.

2. ALL CONSTRUCTION SHALL CONFORM TO THE CURRENT

STANDARDS AND SPECIFICATIONS OF LOCAL ORDINANCES.

3. INSTALLATION OF PLANT MATERIAL SHALL BE IN ACCORDANCE WITH

THE AMERICAN STANDARD FOR NURSERY STOCK.

4. ALL CONSTRUCTION AND PLANT MATERIAL LOCATION SHALL BE

ADJUSTED ON SITE IF NECESSARY AS APPROVED BY THE OWNER'S

REPRESENTATIVE.

5. NO PLANT MATERIAL SHALL BE INSTALLED WITHIN 8-FT OF THE

PROPOSED TRAIL CENTERLINE, EITHER SIDE.

6. ALL PLANTING AREAS SHALL BE FREE OF WEEDS, PREPARED WITH

APPROPRIATE SOIL MIXTURES, AND FERTILIZED PRIOR TO PLANT

INSTALLATION. SOIL MIXTURE SHALL BE "SPURT DIRT: 50-50

TOPSOIL/COMPOST PLANTING SOIL" BY SPURT INDUSTRIES, 1741

SCHOOL RD, ROCHESTER HILLS, MI 48307, 947-279-4510, OR

APPROVED EQUAL.

7. PROVIDE CLEAN BACKFILL SOIL, USING MATERIAL STOCKPILED ON

SITE. SOIL SHALL BE SCREENED AND FREE OF ANY DEBRIS, FOREIGN

MATERIAL, AND STONE.

8. PLANTS SHALL BE FULL, WELL-BRANCHED, AND IN HEALTHY

VIGOROUS GROWING CONDITION FREE OF DISEASE AND INSECTS

OR THEIR EGGS.

9. REMOVE ALL TWINE, WIRE, AND BURLAP FROM TREE AND SHRUB

EARTH BALLS, AND FROM TREE TRUNKS.

10. DIG SHRUB PITS 1' LARGER THAN SHRUB ROOT BALLS AND TREE

PITS 2' LARGER THAN ROOT BALL. BACK FILL WITH ONE PART TOP

SOIL AND ONE PART SOIL FROM EXCAVATED PLANTING HOLE.

11. TRUNK FLARE OF ALL WOODY MATERIAL SHALL BE EXPOSED.

12. PLANT MATERIAL, ESPECIALLY EVERGREENS, SHALL BE PLANTED

HIGHER THAN NORMAL WHEN HEAVY SOIL CONDITIONS (CLAY, ETC.)

PREVAIL.

13. PLANTS SHALL BE WATERED BEFORE AND AFTER PLANTING IS

COMPLETE.

14. ALL LARGE TREES AND EVERGREENS SHALL BE STAKED, GUYED,

AND WRAPPED PER DETAILS SHOWN ON PLAN.

15. NO TREES OR EVERGREENS SHALL BE INSTALLED OVER ANY

PROPOSED OR EXISTING UTILITY LINES AS SHOWN ON THE OVERALL

LANDSCAPE PLAN.

16. CONTRACTOR SHALL PROVIDE TREE GUARDS TO ALL WOODY PLANT

MATERIAL.

17. CONTRACTOR SHALL INSTALL BIODEGRADABLE STRAW BLANKET AS

SPECIFIED TO PROTECT ALL SEEDED AREAS.

18. PLANTS LOCATED ON SLOPES TO HAVE A BERM OF PREPARED SOIL

HALF WAY AROUND EACH PLANT ON THE DOWNSLOPE SIDE TO

RETAIN WATER AS SPECIFIED IN THE M.D.O.T. STANDARD

SPECIFICATION FOR LANDSCAPING.

12" MIN.

24" MIN.

2"-3" WIDE BELT LIKE NYLON

OR PLASTIC STRAPS WITH

GROMMETS (TYP.)

DOUBLE STRAND #11 WIRE

2" X 2" X 30" (MIN.)

STAKES SET 120° APART

REMOVE 1/2 BURLAP,

ALL PLASTIC COVERS,

CUT AND REMOVE

ALL NYLON CORD

PLANTING MIX, 4 PARTS TOPSOIL

TO 1 PART ORGANIC MATTER

NO SCALE NO SCALE

BIODEGRADABLE

UNDISTURBED SUBGRADE

TREE PLANTING DETAIL SHRUB PLANTING DETAIL

STRAW BLANKET

PLANT MATERIAL SCHEDULE

LEGEND

PLANT MATERIAL

CC-01

CC-01

CC-01

PO-01

PO-03

AG-05

AG-05

AG-05

AG-03

PO-03

CA-03

CA-03

CA-01

PO-01

PO-01

CA-03

PO-03

PO-01

PO-01

CA-05

AG-05

AG-03

AG-05

AG-07

AS-03

AT-03

SS-05

MF-05

AT-07

AS-07

AT-06

MF-03

MF-03

SS-03

SS-07

AT-05

SS-07

MF-08

MF-03

AT-03

AS-07

SS-07

AT-03

MF-05

SS-05

AT-08

AS-03

AT-03

AS-08

MF-05

SS-04

AS-03

AS-07

MF-03

MF-03

MWF BUDGET DRYLAND SEED MIX

AND COVER CROPPO-01

CA-03

TOPOGRAPHIC

SURVEY

REMOVAL PLAN

NAC AAP JULY 2025

1" = 10'

5 10 20

0270-0207

CRT COLLAPSE

EAST OF

MAIN STREET

CITY OF ROCHESTER

SHEET TITLE:

COPYRIGHT, 2025, ANDERSON, ECKSTEIN AND WESTRICK, INC.

CHECKED BY:DRAWN BY:

SCALE:

PRELIMINARY

DATE SUBMITTALS/REVISIONS

PROJECT NO.

SHEET NO.

CLIENT:

PROJECT NAME:

CONSTRUCTION RECORD

DATE:

07_Topo--8/28/2025 12:50:18 PM

M:\0270\0270-0207\CAD\DRAWINGS\CONSTRUCTION\CIVIL\01_CONST.DWG

Know what's below.

72 hours before you dig.

Call R

51301 Schoenherr Road Shelby Township, MI 48315

586.726.1234 | aewinc.com

Engineering Strong Communities

CLINTON RIVER

CLINTON RIVER

BENCHMARKS

(NAVD88 DATUM)

BENCHMARK NO. 9000

CHIS. "X" NORTH RIM STORM

M.H. SOUTH CORNER OF

PARKING LOT, SOUTH OF MILL

STREET.

ELEVATION: 725.93

BENCHMARK NO. 9001

CHIS. "X" NORTH RIM STORM

M.H. SOUTH OF 158 MILL

STREET, ±1' NORTH OF CURB.

ELEVATION: 726.42

BENCHMARK NO.9002

TOP OF HYDRANT ±60'

SOUTHEAST OF ℄

SOUTHEAST CURVE OF MILL

STREET.

ELEVATION: 728.27

TRIDENT MILLTOWN LLC

15-14-153-043

CITY OF ROCHESTER

15-14-153-044

CITY OF ROCHESTER

15-14-152-001

PROPERTY LINE

EFFECTIVE 100 YEAR FLOODPLAIN

& FLOODWAY BASED FIRM

MAP 26155C0392F

(EFFECTIVE DATE 9/29/2006)

EX. 100 YEAR FLOODPLAIN

BASED ON TOPOGRAPHIC

SURVEY ELEVATION 723.3

PROPERTY LINE

SIGN

STORM SEWER

SPOT ELEVATION ("+" INDICATES

ELEVATION LOCATION UNLESS

OTHERWISE INDICATED)

LEGEND

HMA Surface, Rem

Fence, Rem

REMOVE EX. CONC. HEADWALL

(INCLUDED IN Excavation, Earth, Modified)

REMOVE RETAINING WALL

(INCLUDED IN Excavation, Earth, Modified)

ESTIMATED QUANTITIES

(THIS SHEET)

1. HMA Surface, Rem 226 Syd

2. Fence, Rem 130 Ft

3. Excavation, Earth, Modified 350 Cyd

LOCATION MAP

NOT TO SCALE

SITE

PROPOSED PERMANENT

PATHWAY EASEMEMT

PROPOSED 14' WIDE TEMPORARY

GRADING EASEMEMT

PROPOSED GRADING LIMITS

722724

CONSTRUCTION

PLAN

NAC AAP JULY 2025

1" = 10'

5 10 20

0270-0207

CRT COLLAPSE

EAST OF

MAIN STREET

CITY OF ROCHESTER

SHEET TITLE:

COPYRIGHT, 2025, ANDERSON, ECKSTEIN AND WESTRICK, INC.

CHECKED BY:DRAWN BY:

SCALE:

PRELIMINARY

DATE SUBMITTALS/REVISIONS

PROJECT NO.

SHEET NO.

CLIENT:

PROJECT NAME:

CONSTRUCTION RECORD

DATE:

08_Const--8/28/2025 12:50:31 PM

M:\0270\0270-0207\CAD\DRAWINGS\CONSTRUCTION\CIVIL\01_CONST.DWG

Know what's below.

72 hours before you dig.

Call R

51301 Schoenherr Road Shelby Township, MI 48315

586.726.1234 | aewinc.com

Engineering Strong Communities

CLINTON RIVER

CLINTON RIVER

BENCHMARKS

(NAVD88 DATUM)

BENCHMARK NO. 9000

CHIS. "X" NORTH RIM STORM

M.H. SOUTH CORNER OF

PARKING LOT, SOUTH OF MILL

STREET.

ELEVATION: 725.93

BENCHMARK NO. 9001

CHIS. "X" NORTH RIM STORM

M.H. SOUTH OF 158 MILL

STREET, ±1' NORTH OF CURB.

ELEVATION: 726.42

BENCHMARK NO.9002

TOP OF HYDRANT ±60'

SOUTHEAST OF ℄

SOUTHEAST CURVE OF MILL

STREET.

ELEVATION: 728.27

TRIDENT MILLTOWN LLC

15-14-153-043

CITY OF ROCHESTER

15-14-153-044

CITY OF ROCHESTER

15-14-152-001

PROPERTY LINE

Riprap, Heavy, LM

(36" DIA. NATURAL STONE)

BOTTOM ELEVATION OF THE EMBANKMENT VARIES,

BURY BOTTOM ROW AT LEAST 1.5' BELOW GROUND.

AT LEAST TWO ROWS OF 36" BOULDERS IS

REQUIRED TO BE BURIED TO SUPPORT THE 24"

BOULDERS AT UPPER ELEVATIONS. THE TOP OF

THE 36" BOULDER RANGES BETWEEN 716.8 TO 718.2

DEPENDING ON THE EXISTING GROUND ELEVATION

Cofferdam, Temp

Fence, Split Rail, 48 inch

(2' OFF PROPOSED PATH)

(MATCH EX. FENCE)

MATCH EX.

724.50

724.40 724.00

723.90

724.00

723.90

724.50

724.30

MATCH EX.EFFECTIVE 100 YEAR FLOODPLAIN

& FLOODWAY BASED FIRM

MAP 26155C0392F

(EFFECTIVE DATE 9/29/2006)

EX. 100 YEAR FLOODPLAIN

BASED ON TOPOGRAPHIC

SURVEY ELEVATION 723.3

Riprap, Plain, LM

(24" DIA. NATURAL STONE)

(ELEV. 716.8/718.2 TO ELEV. 722.5)

PROPOSED PERMANENT

PATHWAY EASEMEMT

A

A

10.0'

PATHWAY

2.0'2.0'16.0'6.0'

1 MATCH

EX. GROUND

Fence, Split Rail, 48 inch

Riprap, Plain, LM

(24" DIA. NATURAL STONE)

Riprap, Heavy, LM

(36" DIA. NATURAL STONE)

TOP OF 36" DIA. BOULDER

ELEVATION VARIES 716.8 - 718.2

TOP OF 24" DIA. BOULDER

ELEVATION 722.5

EX. STONE SLABS

TO BE REMOVED

1.

5'

M

IN

BU

R Y

TOP OF WATER

ELEVATION 713.3

SECTION A-A

SCALE: 1" = 3'

GEOTEXTILE FABRIC

PROPERTY LINE

PROPOSED

100 YEAR FLOODPLAIN

R40'

R40'21

3.0'

4% SLOPE

PERMANENT PATHWAY EASEMENT WIDTH VARIES

HMA, 5E3 ON

HMA, 4E3 ON

Aggregate Base, 6 inch

PROPOSED GRADING LIMITS

PROPOSED 14' WIDE TEMPORARY

GRADING EASEMEMT

14' TEMPORARY GRADING EASEMENT

SLOPE VARIES

ESTIMATED QUANTITIES

(THIS SHEET)

1. HMA, 5E3 24 Ton

2. HMA, 4E3 52 Ton

3. Aggregate Base, 6 inch 261 Syd

4. Riprap, Heavy, LM 79 Syd

5. Riprap, Plain, LM 197 Syd

6. Fence, Split Rail, 48 inch 118 Ft

7. Cofferdam, Temp 1 LS

8. Station Grading, Trail 2.0 Sta

NOT TO SCALE

11.5'

10.5'

10.0'

BITUMINOUS PATHWAY DETAIL

Aggregate Base, 6 inch (CIP)

(98% MAX DENSITY)

2" OF HMA, 5E3 AT 92% TO

96% OF THE THEORETICAL

MAX DENSITY (TMD)

4" OF HMA, 4E3 AT 92% TO

96% OF THE THEORETICAL

MAX DENSITY (TMD)

APPLY BIT. BOND TACK COAT SS-1H AT

0.10 GAL/SFT. OR ADJUSTED BY THE

ENGINEER AS CONDITIONS WARRANT

4% SLOPE

3"

6" 6"

3"

REMOVE ALL TOPSOIL, MUCK, MARL AND/OR

ORGANIC MATERIAL FROM UNDER A 1 ON 1

INFLUENCE SLOPE OF LIMITS OF PROP.

AGGREGATE BASE MATERIAL AS SHOWN

(PAID FOR AS "Station Grading, Trail")

APPLY PRAMITOL 25E OR EQUIVALENT (AS

APPROVED BY THE ENGINEER) IN ACCORDANCE

WITH MANUFACTURER'S RECOMMENDATIONS

COUNTERSINKING DETAIL

NOT TO SCALE

4-5/8" DIA. x 8" BOLTS TYPICAL

AT ALL RAIL SPLICES

16 FT. LONG 2"x10" WOOD TOP RAIL FLUSH

WITH FACE OF SIDE RAILS

(8 FT. RAILS TO BE USED ONLY AT

TERMINATIONS OR DEFLECTIONS)

SECURELY FASTEN TOP RAILS TO

UPPER SIDE RAILS AND POSTS WITH

GALVANIZED LAG BOLTS

POST SHALL BE SPACED 8'-0" C-C

16 FT. LONG 2"x8" WOOD SIDE RAILS ON

PATH SIDE OF POSTS

(8 FT. RAILS TO BE USED ONLY AT

TERMINATIONS OR DEFLECTIONS)

FINISHED GRADE

BACKFILL POST WITH

PEA-GRAVEL

2-5/8" DIA. x 8" BOLTS

TYPICAL WHERE RAIL IS

CONTINUOUS

PLACE 1-5/8" DIA. WASHER UNDER EACH

NUT ON BACK SIDE OF FENCE AND

SPOIL THREADS TO PREVENT

UNAUTHORIZED REMOVAL

SECURELY FASTEN TOP RAILS TO

UPPER SIDE RAILS AND POSTS WITH

GALVANIZED LAG BOLTS

16 FT. LONG 2"x10" WOOD TOP RAIL FLUSH

WITH FACE OF SIDE RAILS

(8 FT. RAILS TO BE USED ONLY AT

TERMINATIONS OR DEFLECTIONS)

BEVEL POSTS @ 30°

16 FT. LONG 2"x8" WOOD SIDE RAILS ON

PATH SIDE OF POSTS

(8 FT. RAILS TO BE USED ONLY AT

TERMINATIONS OR DEFLECTIONS)

NOTE:

ALL WOOD SHALL BE PRESSURE

TREATED ACCORDING TO THE

REQUIREMENT OF A.S.T.M. D-1706

1 4"

1 4"

1 4"

1 4"

1 4"

4' -1

1 4"

3- 6"

M

IN

. D

EP

TH

NOT TO SCALE

RUSTIC RAIL FENCE DETAIL

SET BOLT HEAD

FLUSH WITH RAIL

2"x8" WOOD RAILS

LOCATION MAP

NOT TO SCALE

SITE

VARIES

1% - 2% VARIES

4 INCH OF @@A AGGREGATE

TO BE PLACED BELOW POSTS

FILL ALONG THE EDGE OF THE PATH

TO MATCH TOP OF PATH (PAID FOR

AS "Final Cleanup and Restoration")

COMPACT SUBBASE TO 95% MAX DENSITY

PRIOR TO PLACING AGGREGATE BASE

(PAID FOR AS "Aggregate Base, 6 inch (CIP)")

722724

SOIL EROSION

SEDIMENTATION

CONTROL PLAN

NAC AAP JULY 2025

1" = 10'

5 10 20

0270-0207

CRT COLLAPSE

EAST OF

MAIN STREET

CITY OF ROCHESTER

SHEET TITLE:

COPYRIGHT, 2025, ANDERSON, ECKSTEIN AND WESTRICK, INC.

CHECKED BY:DRAWN BY:

SCALE:

PRELIMINARY

DATE SUBMITTALS/REVISIONS

PROJECT NO.

SHEET NO.

CLIENT:

PROJECT NAME:

CONSTRUCTION RECORD

DATE:

09_SESC--8/28/2025 12:50:44 PM

M:\0270\0270-0207\CAD\DRAWINGS\CONSTRUCTION\CIVIL\01_CONST.DWG

Know what's below.

72 hours before you dig.

Call R

51301 Schoenherr Road Shelby Township, MI 48315

586.726.1234 | aewinc.com

Engineering Strong Communities

CLINTON RIVER

CLINTON RIVER

BENCHMARKS

(NAVD88 DATUM)

BENCHMARK NO. 9000

CHIS. "X" NORTH RIM STORM

M.H. SOUTH CORNER OF

PARKING LOT, SOUTH OF MILL

STREET.

ELEVATION: 725.93

BENCHMARK NO. 9001

CHIS. "X" NORTH RIM STORM

M.H. SOUTH OF 158 MILL

STREET, ±1' NORTH OF CURB.

ELEVATION: 726.42

BENCHMARK NO.9002

TOP OF HYDRANT ±60'

SOUTHEAST OF ℄

SOUTHEAST CURVE OF MILL

STREET.

ELEVATION: 728.27

LOCATION MAP

NOT TO SCALE

SITE

TRIDENT MILLTOWN LLC

15-14-153-043

CITY OF ROCHESTER

15-14-153-044

CITY OF ROCHESTER

15-14-152-001

Riprap, Heavy, LM

(36" DIA. NATURAL STONE)

Cofferdam, Temp

MATCH EX.

724.50

724.40 724.00

723.90 724.00

723.90

724.50

724.40

MATCH EX.

EFFECTIVE 100 YEAR FLOODPLAIN

& FLOODWAY BASED FIRM

MAP 26155C0392F

(EFFECTIVE DATE 9/29/2006)

EX. 100 YEAR FLOODPLAIN

BASED ON TOPOGRAPHIC

SURVEY ELEVATION 723.3

PROPOSED

100 YEAR FLOODPLAIN

Riprap, Plain, LM

(24" DIA. NATURAL STONE)

PROPOSED GRADING LIMITS

Erosion Control, Silt Fence

QUANTITIES (THIS SHEET)

Erosion Control, Silt Fence 150 Ft

1. THIS PROJECT SHALL BE CONSTRUCTED IN COMPLIANCE WITH

PART 91 OF ACT 451 OF 1994, AS AMENDED, THE SOIL EROSION AND

SEDIMENTATION CONTROL ACT AND THE WATER RESOURCE

COMMISSIONER OFFICE ORDINANCE.

2. ALL EROSION AND SEDIMENTATION CONTROL WORK SHALL

CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE WATER

RESOURCE COMMISSIONER OFFICE.

3. EROSION AND ANY SEDIMENTATION FROM WORK ON THIS SITE SHALL

BE CONTAINED ON THE SITE 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, AND PONDS.

4. THE OWNER OR OWNER'S REPRESENTATIVE SHALL BE RESPONSIBLE

FOR INSTALLATION AND MAINTENANCE OF SOIL EROSION AND

SEDIMENTATION CONTROL DEVICES.

5. THE CONTRACTOR'S REPRESENTATIVE SHALL IMPLEMENT AND

MAINTAIN THE SOIL EROSION CONTROL MEASURES AS SHOWN ON

THE PLANS BEFORE AND AT ALL TIMES DURING CONSTRUCTION ON

THIS PROJECT. ANY MODIFICATIONS OR ADDITIONS TO SOIL EROSION

CONTROL MEASURES DUE TO CONSTRUCTION OR CHANGED

CONDITIONS SHALL BE COMPLIED WITH AS REQUIRED OR DIRECTED

BY THE OAKLAND COUNTY RESOURCE COMMISSIONER'S OFFICE.

6. IF ANY OF THE SESC MEASURES ON THE SITE ARE DEEMED

INADEQUATE OR INEFFECTIVE, THE OAKLAND COUNTY WATER

RESOURCE COMMISSIONER SESC DIVISION HAS THE RIGHT TO

REQUIRE ADDITIONAL SESC MEASURES AT THE EXPENSE OF THE

LANDOWNER.

7. INSTALL SILT FENCE AS INDICATED ON THE PLAN AND AT

ADDITIONAL AREAS AS NECESSARY.

A. SILT FENCE SHALL BE INSTALLED PER DETAIL.

B. BUILD UP OF SEDIMENT SHALL BE REMOVED WHEN SEDIMENT

ACCUMULATES TO 1/3 TO 1/2 OF THE HEIGHT OF THE SILT

FENCE.

C. IF SILT FENCE FABRIC DECOMPOSES OR BECOMES INEFFECTIVE

PRIOR TO THE END OF EXPECTED USABLE LIFE AND THE

BARRIER IS STILL REQUIRED, THE SILT FENCE SHALL BE

REPLACED PROMPTLY.

D. SILT FENCE SHALL BE INSPECTED WEEKLY UNDER NORMAL

CONDITIONS, WITHIN 24 HOURS OF RAINFALL AND DAILY DURING

A PROLONGED RAIN EVENT. REQUIRED MAINTENANCE SHALL BE

PROVIDED PROMPTLY.

8. ALL DIRT TRACKED ONTO ANY ROADWAY SHALL BE REMOVED

IMMEDIATELY.

9. STREETS AND OR PARKING AREAS WILL BE SCRAPED ON A DAILY

BASIS AND SWEPT AT A MINIMUM OF ONCE PER WEEK BY THE

LANDOWNER OR LANDOWNER'S REPRESENTATIVE.

10. DURING DRY PERIODS, ALL DISTURBED AREAS SHALL BE WATERED

FOR DUST CONTROL.

11. PERMANENT SOIL EROSION CONTROL MEASURES FOR ALL SLOPES,

CHANNELS, DITCHES, OR ANY DISTURBED LAND AREA SHALL BE

COMPLETED WITHIN 5 CALENDAR DAYS AFTER FINAL GRADING OR

THE FINAL EARTH CHANGE HAS BEEN COMPLETED. WHEN IT IS NOT

POSSIBLE TO PERMANENTLY STABILIZE A DISTURBED AREA AFTER

EARTH CHANGE HAS BEEN COMPLETED OR WHERE SIGNIFICANT

EARTH CHANGE HAS BEEN COMPLETED OR WHERE SIGNIFICANT

EARTH CHANGES ACTIVITY CEASES, TEMPORARY SOIL EROSION

CONTROL MEASURES SHALL BE IMPLEMENTED IMMEDIATELY. ALL

TEMPORARY SOIL EROSION CONTROL SHALL BE MAINTAINED UNTIL

PERMANENT SOIL EROSION CONTROL MEASURES ARE

IMPLEMENTED. ALL PERMANENT SOIL EROSION CONTROL MEASURES

WILL BE IMPLEMENTED AND ESTABLISHED BEFORE A CERTIFICATE

OF COMPLIANCE IS ISSUED.

12. FINAL GRADE, ESTABLISH VEGETATION, AND OR LANDSCAPE ALL

DISTURBED AREAS NOT BUILT OR PAVED UPON.

13. REMOVE ALL TEMPORARY SOIL EROSION DEVICES AFTER

PERMANENT STABILIZATION IS ESTABLISHED.

14. SOIL TYPES: 49

15. NAME OF NEAREST WATERCOURSE AND DISTANCE. CLINTON RIVER

ON SITE.

16. NAME(S) AND PHONE NUMBER(S) FOR THE PERSON(S) RESPONSIBLE

FOR THE MAINTENANCE OF ALL TEMPORARY SOIL EROSION

CONTROL MEASURES WILL BE PROVIDED WHEN THE CONTRACTOR IS

SELECTED.

17. THE SOIL EROSION CONTROLS WILL BE MAINTAINED WEEKLY AND

AFTER EVERY STORM EVENT BY CONTRACTOR REPRESENTATIVE.

LIMITS OF PROPOSED

EARTH CHANGE

Erosion Control, Silt Fence

LEGEND

NO DEWATERING OR STOCKPILING OF MATERIAL IS

ANTICIPATED.

GROSS ACREAGE DISTURBED: 0.18 ACRES

OPERATION TIME SCHEDULE SEP OCT NOV

INSTALL TEMPORARY EROSION SEDIMENTATION CONTROL

PATHWAY RECONSTRUCTION

CONSTRUCTION SEQUENCE

RESTORATION AND PERMANENT STABILATION

REMOVE TEMPORARY EROSION SEDIMENTATION CONTROL

DEC

NOTE: INSPECT SOIL EROSION MEASURES WEEKLY OR AFTER EACH RAIN EVENT

SOIL EROSION AND SEDIMENTATION CONTROL NOTES AND MAINTENANCE NOTES

LIMITS OF PROPOSED EARTH CHANGE (TYP.)