KISD_-_Building_and_Site_Demolition_-_Plan_Set.pdf

PDF 4 MB Posted Jun 15, 2026

Attached to: 2026 Kent ISD Career Tech - South Campus Demo Package
Solicitation number: RFP KSD 260000002144 2
Issued by: Kent County, Michigan

About this file

Written by GovTribe AI · Jun 16, 2026

This is a Building and Site Demolition Plan Set prepared by Progressive Architecture Engineering & Planning III, Inc. for Kent County ISD's Dutton Elementary School demolition project located at 3820 68th Street SE, Caledonia, Michigan 49316. The plan set includes a cover sheet, site topographic survey, site demolition plan, and soil erosion and sedimentation control plan with corresponding details. The project involves the complete demolition of Dutton Elementary Building and associated site features including structures, foundations, bituminous pavement, concrete sidewalks, playground equipment, and utility lines. The plan identifies four parcels on the site and shows existing utilities including storm and sanitary sewers, water mains, gas lines, electrical lines, telecommunications equipment, and various utility poles and cleanouts that require verification and careful coordination. The demolition permit was issued on April 23, 2026, with the plan prepared by Matt Callaghan, PE, and reviewed by R. Nociti under project number 51036049. The site encompasses approximately 49.18 acres of disturbed area requiring erosion control measures.

The contractor must obtain all necessary permits and licensing from the State of Michigan for demolition removal and material hauling. The contractor is required to contact 811 at least three working days prior to construction to confirm existing utility locations and must verify all utility locations before beginning demolition operations. All demolition materials must be removed from the site and disposed of in a manner acceptable to the local jurisdiction, with excess or unsuitable soil becoming the contractor's property. The plan mandates protection of existing utilities and utility poles that are to remain, installation of tree protection fencing before any construction activity, and implementation of comprehensive soil erosion and sedimentation control measures including silt fence, stabilized construction access areas, inlet protection, and concrete washout facilities. The contractor is responsible for temporary soil erosion control, while the owner assumes responsibility for permanent erosion control. All disturbed ground areas must be restored to equal or better condition than before construction, with topsoiling and seeding completed per the site landscape plan.

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KISD_Career Tech_Demo_Addendum_002_Complete.pdf	PDF	Jun 15, 2026
KISD_Career Tech_Demo_Addendum_004.pdf	PDF	Jun 15, 2026
KISD_Career Tech_Demo_Addendum_001_Complete.pdf	PDF	Jun 15, 2026
KISD_-_Building_and_Site_Demolition_-_Project_Manual.pdf	PDF	Jun 15, 2026
001_KISD_South Campus_Bid Pack 1_Demo_CM Manual.pdf	PDF	Jun 15, 2026

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KENT COUNTY ISD

DUTTON ELEMENTARY BUILDING DEMOLITION SET

3820 68TH STREET SE, CALEDONIA, MI 49316

LOCATION MAP

PROJECT

LOCATION

NO SCALE

NORTH

DRAWING INDEX

MOST RECENT ISSUE DATE

LATEST REVISION NUMBER

FILLED IN CIRCLE INDICATES DRAWING

INCLUDED IN THIS DRAWING SET.

DRAWING LIST LEGEND

COVER SHEET

SOIL EROSION AND SEDIMENTATION CONTROL DETAILS

C101 C102

C104

SITE TOPOGRAPHIC SURVEY

C001

SITE DEMOLITION PLAN

C103 SOIL EROSION AND SEDIMENTATION CONTROL PLAN

ISSUED FOR: BUILDING SITE AND DEMOLITION PERMIT

DATE: APRIL 23, 2026

N O

CALL 811 NOTE:

www.CALL811.com

CONTRACTOR TO CONTACT 811

SERVICE AT LEAST 3 WORKING

DAYS PRIOR TO CONSTRUCTION,

TO CONFIRM LOCATION OF

EXISTING UTILITIES. DIAL 811.

4/2 3/2

6 8

:26 :08

A M

Ma tt C all ag ha n

\51

\03

\C 2 B

\00

.dw g m ca lla gh an

7 6 5 4 3 2 1

A B

C D

DRAWN BY

PROFESSIONAL

PROJECT MANAGER

PROJECT NUMBER

CHECKED BY

ISSUANCE

G R

E, IN

O F

E, A

III

, IN

L C

W , S

S, IN

, IN

7 6 5 4 3 2 1

SD DU

H S

, C

, M I 4

51036049

T. FREY

04/23/2026DEMOLITION PERMIT

D U

D R

68TH STREET

PROJECT DIRECTORY

APPLICANT

KENT ISD

ATTN: RUSSELL BRAY

DIRECTOR OF FACILITIES AND OPERATIONS

1655 EAST BELTLINE NE

GRAND RAPIDS, MI 49525

TEL: 616-447-2444

ENGINEER

PROGRESSIVE COMPANIES

ATTN: MATT CALLAGHAN, PE

1811 4 MILE ROAD NE

GRAND RAPIDS, MI 49525

TEL: 616-361-2664

C001

COVER SHEET

M. CALLAGHAN

R. NOCITI

M. CALLAGHAN

AutoCAD SHX Text 4/23/26

AutoCAD SHX Text

AutoCAD SHX Text 4/23/26

EX. STM MH

RIM=753.45

BOTTOM=748.03

EX. SAN MH

RIM=753.66

8" (W) IE=740.17

8" (E) IE=739.89

EX. STM MH

RIM=754.42

12" (N) IE=749.26

12" (W) IE=749.12

8" MAPLE

P.P.

8" MAPLE

8" MAPLE 8" MAPLE 8" MAPLE

G.P.

8" MAPLE

EX. STM CB

RIM=754.93

3" (E) IE=751.82

8" (S) IE=751.46

T P.P.

8" ORNAMENTAL

POSTG

TX12" ORNAMENTAL

8" BIRCH

4" ORNAMENTAL

POST POST POST

POSTPOST

EX. STM CB

RIM=758.23

12" (N) IE=754.26

12" (WSW) IE=754.23

EX. STM CB

RIM=758.52

6" (N) IE=754.07

12" (NNE) IE=753.72

12" (S) IE=753.22

EX. SAN MH

RIM=761.01

18" (S) IE=749.88

18" (N) IE=749.66

EX. STM CB

RIM=751.65

WL=750.45

BOTTOM=747.45

8" MAPLE

8" BEECH

BM #1

BM #2

EX. STM CB

RIM=758.31

WL=752.58

BOTTOM=750.76

STUMP

8" ORNAMENTAL

15" MAPLE

POST

12" MAPLE

18" OAK

BM #3

12" BEECH

10" PINE 8" ORNAMENTAL

8" MAPLE

12" MAPLE

10" MAPLE12" MAPLE

12" MAPLE

8" BIRCH

10" MAPLE

12" MAPLE

15" MAPLE

24" MAPLE

15" MAPLE

X X

X X X X X X

X X

XXXXXXXXXXXXXX

X X

X X X

EX. STM CB

RIM=758.00

3" (W) IE-756.00

12" (S) IE=754.70

12" (E) IE=754.37

BOTTOM=751.10

EX. STM CB

RIM=758.03

12" (S) IE=754.25

12" (W) IE=754.25

EX. STM CB

RIM=758.02

6" (NW) IE=754.27

8" (N) IE=754.19

WL=754.12

EX. STM CB

RIM=753.63

BOTTOM=749.72

EX. SAN MH

RIM=753.88

8" (S) IE=746.56

8" (N) IE=746.45

EX. STM CB

RIM=752.80

WL=750.14

BOTTOM=748.42

EX. STM CB

RIM=751.94

WL=750.62

BOTTOM=747.57

EX. RCP-12" FES

IE=749.78

EX. SAN MH

RIM=754.08

8" (N) IE=741.99

8" (E) IE=741.86

18" (S) IE=742.03

EX. RCP-12" FES

IE=751.07

EX. SAN MH

RIM=753.41

18" (S) IE=743.44

18" (N) IE=743.11

EX. RCP-18" FES

IE=750.68

EX. STM CB

RIM=757.49

6" (E) IE=751.13

18" (S) IE=751.29

18" (N) IE=751.27

EX. STM CB

RIM=758.16

8" (E) IE=752.18

18" (N) IE=751.84

18" (S) IE=751.73

EX. STM CB

RIM=758.98

6" (W) IE=755.04

EX. STM CB

RIM=758.89

6" (E) IE=753.89

8" (W) IE=753.80

EX. STM CB

RIM=758.65

6" (NE) IE=755.65

6" (W) IE=755.28

18" (N) IE=752.65

18" (E) IE=752.25

EX. STM CB

RIM=757.82

6" (W) IE=754.46

12" (E) IE=753.16

18" (W) IE=753.33

EX. STM CB

RIM=758.58

12" (N) IE=753.72

OHE

G G

G G G G G G G G G G G G G G G G G G G

TTTTTTTTTTT

T T T T T T T T T T T

T T

TTT

OHE

EX SIGN

BIT

BITBITBIT

BIT

CONC SIDEWALK

CONC CURB & GUTTER

CALEDONIA COMMUNITY SCHOOLS

3820 68TH ST SE

41-22-11-200-105

PLAYGROUND EQUIPMENT

PLAYGROUND EQUIPMENTPLAYGROUND EQUIPMENT

PLAYGROUND EQUIPMENT

GRAVEL

SOCCER FIELD

" S

12" STM

6" S

" S

12" STM

3" STM

8" S

3" STM

" S

12" STM

STM

" S

18" STM

6" STM

" S

8" STM

6" STM

" S

18" STM

6" S

18" STM

12" STM

" S

8" SAN

GRASS

GRASS GRASS

GRASS

75375

754754

757758

75975

76576 5765765

6 76

PARCEL 1

PARCEL 2

PARCEL 3

PARCEL 4

16.5'X16.5' MBT

EASEMENT

L. 2454, P. 408

TOWER LEASE AREA

INST. # 20031008-0202874

MAY HAVE DESCRIPTION

ERROR

16.5' MBT

EASEMENT

L. 2062, P. 144

.5'

68TH STREET - PUBLIC ROADWAY

LIBER 4508, PAGE 165 & LIBER 4568, PAGE 250

N0 °3

2'2 7"

4.0

N89°00'07"W 263.86'

N0 °3

2'2 1"

0' N0

°3 2'2

7.5 4'

S89°00'07"E 382.01'

S0 °3

2'2

.02

S0 °3

2'2

.00

S0 °3

2'2

.54

S89°00'07"E 784.74'

N89°00'07"W 784.73'

N89°00'29"W 550.80'

S0 °3

2'2

.54

N0 °3

2'2

1.5

N89°00'07"W 233.92'

30.00'382.01' 138.79'

N0 °3

2'2

0.0

' W

- P

LIC

1"=

TOPOGRAPHIC SURVEY

40'040'

NORTH

N O

CALL 811 NOTE:

www.CALL811.com

CONTRACTOR TO CONTACT 811

SERVICE AT LEAST 3 WORKING

DAYS PRIOR TO CONSTRUCTION,

TO CONFIRM LOCATION OF

EXISTING UTILITIES. DIAL 811.

4/2 3/2

6 8

:27 :13

A M

Ma tt C all ag ha n

\51

\03

\C 2 B

\10

.dw g m ca lla gh an

7 6 5 4 3 2 1

A B

C D

DRAWN BY

PROFESSIONAL

PROJECT MANAGER

PROJECT NUMBER

CHECKED BY

ISSUANCE

G R

E, IN

O F

E, A

III

, IN

L C

W , S

S, IN

, IN

7 6 5 4 3 2 1

SD DU

H S

, C

, M I 4

51036049

T. FREY

04/23/2026DEMOLITION PERMIT

C101

TOPOGRAPHIC

SURVEY

J. BAIER

SURVEY LEGEND

SPR SPRINKLER

CLEANOUT

MONUMENT

UNDERGROUND ELECTRIC LINE

UNDERGROUND TELEPHONE LINE

GAS MAIN

LIGHT POLE

SIGN

WATERMAIN

SANITARY SEWER

STORM SEWER

HYDRANT

VALVE & BOX

MANHOLE

CATCH BASIN

DECIDUOUS TREE

TREE & BRUSH LINE

FENCE LINEX

MAJOR CONTOUR - 5 FT. INTERVAL

MINOR CONTOUR - 1 FT. INTERVAL

TRAFFIC SIGNAL POLE

SPOT ELEVATIONX 000.0

DITCH CENTERLINE, TOE OF SLOPE

CONIFEROUS TREE

T WE C G TEL., ELEC., CATV, GAS, WATER RISER

TEL., ELEC., CATV, GAS MARKERE C

FP FLAG POLE

GUARD RAIL

GT E TEL., ELEC., GAS, WATER MANHOLE

T G

UNDERGROUND FIBER OPTIC LINE

POWER POLE

TELEPHONE POLE

P.P.

T.P.

ELECTRICAL HAND HOLEHH

FLOOD LIGHT

PROPERTY IRON SET

PROPERTY IRON FOUND

BOLLARD LIGHT

BUILDING

UGE

SURVEY NOTES

1. EXISTING UTILITIES ARE LOCATED TO THE BEST OF OUR KNOWLEDGE.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING EXISTING

UTILITY LOCATIONS PRIOR TO THE START OF CONSTRUCTION.

CONTRACTOR SHALL NOTIFY DESIGN TEAM OF ANY DISCREPANCIES

PRIOR TO THE START OF DEMOLITION.

2. THE CONTRACTOR SHALL PROTECT AND MAINTAIN EXISTING UTILITY

SERVICES AT ALL TIMES.

3. SERVICE PROVIDED IS A TOPOGRAPHIC SURVEY, NOT A BOUNDARY

SURVEY. PROPERTY LINES ARE SHOWN IN APPROXIMATE LOCATION

BENCHMARKS:

BM #1 ELEVATION = 755.22

DATE:

PAE(P) LOG BOOK NO.:

PAGES:

DATUM:

TOP OF (N) FLANGE BOLT TO HYDRANT UNDER "J" OF EJIW (NE) QUADRANT OF

68TH STREET AND DUTTON INDUSTRIAL DRIVE

11/12/2025 25-00

NAVD 88

SURVEY

BM #2 ELEVATION = 753.69

RAIL ROAD SPIKE IN (N) SIDE OF POWER POLE (S) SIDE OF 68TH STREET 170'± (E)

CENTERLINE OF DUTTON INDUSTRIAL DRIVE

BM #3 ELEVATION = 758.18

PAINT SPOT TOP OF (N) SIDE OF CONCRETE BASE TO LP IN EAST PARKING LOT

100'± (SW) OF (NE) PROPERTY CORNER

EX. STM MH

RIM=753.45

BOTTOM=748.03

EX. SAN MH

RIM=753.66

8" (W) IE=740.17

8" (E) IE=739.89

EX. STM MH

RIM=754.42

12" (N) IE=749.26

12" (W) IE=749.12

8" MAPLE

P.P.

8" MAPLE

8" MAPLE 8" MAPLE 8" MAPLE

G.P.

8" MAPLE

EX. STM CB

RIM=754.93

3" (E) IE=751.82

8" (S) IE=751.46

T P.P.

8" ORNAMENTAL

POSTG

TX12" ORNAMENTAL

8" BIRCH

4" ORNAMENTAL

POST POST POST

POSTPOST

EX. STM CB

RIM=758.23

12" (N) IE=754.26

12" (WSW) IE=754.23

EX. STM CB

RIM=758.52

6" (N) IE=754.07

12" (NNE) IE=753.72

12" (S) IE=753.22

EX. SAN MH

RIM=761.01

18" (S) IE=749.88

18" (N) IE=749.66

EX. STM CB

RIM=751.65

WL=750.45

BOTTOM=747.45

8" MAPLE

8" BEECH

BM #1

BM #2

EX. STM CB

RIM=758.31

WL=752.58

BOTTOM=750.76

STUMP

8" ORNAMENTAL

15" MAPLE

POST

12" MAPLE

18" OAK

BM #3

12" BEECH

10" PINE 8" ORNAMENTAL

8" MAPLE

12" MAPLE

10" MAPLE12" MAPLE

12" MAPLE

8" BIRCH

10" MAPLE

12" MAPLE

15" MAPLE

24" MAPLE

15" MAPLE

X X

X X X X X X

X X

XXXXXXXXXXXXXX

X X

X X X

EX. STM CB

RIM=758.00

3" (W) IE-756.00

12" (S) IE=754.70

12" (E) IE=754.37

BOTTOM=751.10

EX. STM CB

RIM=758.03

12" (S) IE=754.25

12" (W) IE=754.25

EX. STM CB

RIM=758.02

6" (NW) IE=754.27

8" (N) IE=754.19

WL=754.12

EX. STM CB

RIM=753.63

BOTTOM=749.72

EX. SAN MH

RIM=753.88

8" (S) IE=746.56

8" (N) IE=746.45

EX. STM CB

RIM=752.80

WL=750.14

BOTTOM=748.42

EX. STM CB

RIM=751.94

WL=750.62

BOTTOM=747.57

EX. RCP-12" FES

IE=749.78

EX. SAN MH

RIM=754.08

8" (N) IE=741.99

8" (E) IE=741.86

18" (S) IE=742.03

EX. RCP-12" FES

IE=751.07

EX. SAN MH

RIM=753.41

18" (S) IE=743.44

18" (N) IE=743.11

EX. RCP-18" FES

IE=750.68

EX. STM CB

RIM=757.49

6" (E) IE=751.13

18" (S) IE=751.29

18" (N) IE=751.27

EX. STM CB

RIM=758.16

8" (E) IE=752.18

18" (N) IE=751.84

18" (S) IE=751.73

EX. STM CB

RIM=758.98

6" (W) IE=755.04

EX. STM CB

RIM=758.89

6" (E) IE=753.89

8" (W) IE=753.80

EX. STM CB

RIM=758.65

6" (NE) IE=755.65

6" (W) IE=755.28

18" (N) IE=752.65

18" (E) IE=752.25

EX. STM CB

RIM=757.82

6" (W) IE=754.46

12" (E) IE=753.16

18" (W) IE=753.33

EX. STM CB

RIM=758.58

12" (N) IE=753.72

OHE

G G

G G G G G G G G G G G G G G G G G G G

TTTTTTTTTTT

T T T T T T T T T T T

T T

TTT

OHE

EX SIGN

BIT

BITBITBIT

BIT

CONC SIDEWALK

CONC CURB & GUTTER

CALEDONIA COMMUNITY SCHOOLS

3820 68TH ST SE

41-22-11-200-105

PLAYGROUND EQUIPMENT

PLAYGROUND EQUIPMENTPLAYGROUND EQUIPMENT

PLAYGROUND EQUIPMENT

GRAVEL

SOCCER FIELD

" S

12" STM

6" S

" S

12" STM

3" STM

8" S

3" STM

" S

12" STM

STM

" S

18" STM

6" STM

" S

8" STM

6" STM

" S

18" STM

6" S

18" STM

12" STM

" S

8" SAN

GRASS

GRASS GRASS

GRASS

75375

754754

757758

75975

76576 5765765

6 76

PARCEL 1

PARCEL 2

PARCEL 3

PARCEL 4

16.5'X16.5' MBT

EASEMENT

L. 2454, P. 408

TOWER LEASE AREA

INST. # 20031008-0202874

MAY HAVE DESCRIPTION

ERROR

16.5' MBT

EASEMENT

L. 2062, P. 144

.5'

68TH STREET - PUBLIC ROADWAY

LIBER 4508, PAGE 165 & LIBER 4568, PAGE 250

N0 °3

2'2

N89°00'07"W 263.86'

N0 °3

2'2

0' N0

°3 2'2

7.5 4'

S89°00'07"E 382.01'

S0 °3

2'2

.02

S0 °3

2'2

.00

S0 °3

2'2

.54

S89°00'07"E 784.74'

N89°00'07"W 784.73'

N89°00'29"W 550.80'

S0 °3

2'2

.54

N0 °3

2'2

1.5

N89°00'07"W 233.92'

30.00'382.01' 138.79'

N0 °3

2'2

0.0

' W

- P

LIC

1"=

SITE DEMOLITION PLAN

40'040'

NORTH

N O

CALL 811 NOTE:

www.CALL811.com

CONTRACTOR TO CONTACT 811

SERVICE AT LEAST 3 WORKING

DAYS PRIOR TO CONSTRUCTION,

TO CONFIRM LOCATION OF

EXISTING UTILITIES. DIAL 811.

4/2 3/2

6 8

:28 :56

A M

Ma tt C all ag ha n

\51

\03

\C 2 B

\10

.dw g m ca lla gh an

7 6 5 4 3 2 1

A B

C D

DRAWN BY

PROFESSIONAL

PROJECT MANAGER

PROJECT NUMBER

CHECKED BY

ISSUANCE

G R

E, IN

O F

E, A

III

, IN

L C

W , S

S, IN

, IN

7 6 5 4 3 2 1

SD DU

H S

, C

, M I 4

51036049

T. FREY

04/23/2026DEMOLITION PERMIT

C102

SITE DEMOLITION

PLAN

M. CALLAGHAN

R. NOCITI

M. CALLAGHAN

SITE CLEARING AND DEMOLITION NOTES

1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VISITING THE SITE

AND BECOMING FAMILIAR WITH THE DEMOLITION AND CLEARING

REQUIREMENTS.

2. NO REMOVAL, DEMOLITION, CLEARING OR TOPSOIL REMOVAL SHALL

OCCUR ON SITE UNTIL THE SESC AND STORMWATER PERMITS HAVE

BEEN ISSUED AND THE CONTRACTOR HAS VERIFIED AND STAKED THE

LIMITS OF REMOVAL IN THE FIELD. NOTIFY SITE CONSULTANT OF THE

START OF CONSTRUCTION AND DATE WHEN THE LIMITS LINE WILL BE

ESTABLISHED FOR REVIEW AND APPROVAL.

3. ALL MATERIALS NOTED TO BE SALVAGED SHALL BE TURNED OVER TO

THE OWNER OR REINSTALLED ON SITE AS NOTED.

4. NO BURNING OR BURYING OF CLEARED OR DEMOLITION MATERIAL

SHALL BE ALLOWED ON SITE.

5. REMOVE ALL STRUCTURES, FOUNDATIONS, BITUMINOUS PAVEMENT,

CONCRETE SIDEWALK STEPS AND OTHER EXISTING SITE FEATURES AS

INDICATED ON THE DRAWINGS. ALSO, REMOVE ALL DEBRIS FROM

WITHIN CONSTRUCTION LIMITS ON SITE. ALL DEMOLITION MATERIALS

SHALL BE REMOVED FROM THE SITE AND, UNLESS OTHERWISE NOTED,

DISPOSED OF IN A MANNER ACCEPTABLE TO LOCAL

JURISDICTION HAVING AUTHORITY.

6. THE CONTRACTOR SHALL BE LICENSED BY THE STATE OF MICHIGAN

FOR DEMOLITION REMOVAL AND HAULING OF MATERIALS.

7. THE CONTRACTOR IS RESPONSIBLE TO OBTAIN ALL PERMITS AND FEES

FOR THIS WORK.

8. EXISTING UTILITIES ARE LOCATED TO THE BEST OF OUR KNOWLEDGE.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING EXISTING

UTILITY LOCATIONS PRIOR TO THE START OF CONSTRUCTION.

CONTRACTOR SHALL NOTIFY DESIGN TEAM OF ANY DISCREPANCIES

PRIOR TO THE START OF DEMOLITION.

9. THE CONTRACTOR SHALL PROTECT AND MAINTAIN EXISTING UTILITY

SERVICES AT ALL TIMES.

10. ALL EXCESS OR UNSUITABLE TOPSOIL OR SUBSOIL SHALL BECOME

THE PROPERTY OF THE CONTRACTOR AND REMOVED OFFSITE.

11. PROTECT EXISTING TREES UNLESS OTHERWISE NOTED. NO PARKING

OR STORAGE OF MATERIALS WITHIN TREE ROOT ZONE. PLACE TREE

PROTECTION FENCE WHERE SHOWN ON PLAN.

12. TREE PROTECTION FENCE - ORANGE SAFETY FENCE AROUND TREES

SUPPORTED BY STEEL T-BAR FENCE POSTS. ZIP TIE FABRIC TO POSTS.

INSTALL PRIOR TO ANY CONSTRUCTION ACTIVITY AND MAINTAIN

DURING ENTIRE CONSTRUCTION PERIOD.

13. CONTRACTOR SHALL CALL 811 AT LEAST 3 WORKING DAYS PRIOR TO

CONSTRUCTION, TO CONFIRM LOCATION OF EXISTING UTILITIES.

14. CONTRACTOR SHALL RESTORE AND REPAIR ANY EXISTING

CONDITIONS DISTURBED BY CONSTRUCTION.

15. ANY AREA DISTURBED BY CONSTRUCTION SHALL BE RESTORED TO

CONDITION EQUAL TO OR BETTER THAN BEFORE CONSTRUCTION

BEGAN. PATCH PAVEMENT IN-KIND IF REQUIRED.

16. SAWCUT FULL DEPTH ALL EDGES OF PAVEMENT TO BE REMOVED.

17. ALL GROUND AREAS DISTURBED BY CONSTRUCTION TO BE TOPSOILED

AND SEEDED PER THE SITE LANDSCAPE PLAN UNLESS SHOWN

OTHERWISE ON PLANS.

DEMOLITION LEGEND

GRAVEL REMOVAL

TREE REMOVAL

ALL ITEMS IN BOLD TO BE REMOVED UNLESS OTHERWISE NOTED.

BITUMINOUS PAVEMENT

REMOVAL

SAWCUT

X REMOVE ITEM

BUILDING REMOVAL

WOODED / BRUSH REMOVAL

CONCRETE REMOVAL

XXXXXX REMOVE UTILITY LINE

ABANDON UTILITY LINE

XXX

X X

X X X X

X X

XXX XX X X X

X X

X XX

XXXXXXXXXXXXXXXXXXXX X

X X

X X X X X X X X X X X X X X X X X X X X

X X

XXXX

X X

XXXXX

X X

X X X

X X

FLARED END SECTION TO

REMAIN AND BE PROTECTED

DURING CONSTRUCTION

EXISTING CATCH BASIN TO

REMAIN AND BE PROTECTED

DURING CONSTRUCTION (TYP.)

EXISTING TELECOM EQUIPMENT

TO REMAIN AND BE PROTECTED

DURING CONSTRUCTION (TYP.)

EXISTING UTILITY POLE TO

REMAIN AND BE PROTECTED

DURING CONSTRUCTION (TYP.)

EXISTING SIGNAGE TO

BE REMOVED (TYP.)

EXISTING FLARED END SECTION

TO BE REMOVED (TYP.)

EXISTING TREE TO BE

REMOVED (TYP.)

EXISTING CATCH BASIN

TO BE REMOVED (TYP.)

EXISTING CLEANOUT

TO BE REMOVED (TYP.)

EXISTING PLAYGROUND

EQUIPMENT TO BE REMOVED (TYP.)

EXISTING STORM PIPE

TO BE REMOVED (TYP.)

EXISTING LIGHT POLE

TO BE REMOVED (TYP.)

EXISTING GAS UTILITY

TO BE REMOVED (TYP.)

EXISTING POST TO BE

REMOVED (TYP.)

EXISTING FENCE TO

BE REMOVED (TYP.)

PLAYGROUND MATERIAL REMOVAL

EX. STM MH

RIM=753.45

BOTTOM=748.03

EX. SAN MH

RIM=753.66

8" (W) IE=740.17

8" (E) IE=739.89

EX. STM MH

RIM=754.42

12" (N) IE=749.26

12" (W) IE=749.12

P.P.

G.P.

EX. STM CB

RIM=754.93

3" (E) IE=751.82

8" (S) IE=751.46

T P.P.

EX. SAN MH

RIM=761.01

18" (S) IE=749.88

18" (N) IE=749.66

EX. STM CB

RIM=751.65

WL=750.45

BOTTOM=747.45

BM #1

BM #2

18" OAK

EX. STM CB

RIM=753.63

BOTTOM=749.72

EX. SAN MH

RIM=753.88

8" (S) IE=746.56

8" (N) IE=746.45

EX. STM CB

RIM=752.80

WL=750.14

BOTTOM=748.42

EX. STM CB

RIM=751.94

WL=750.62

BOTTOM=747.57

EX. RCP-12" FES

IE=749.78

EX. SAN MH

RIM=754.08

8" (N) IE=741.99

8" (E) IE=741.86

18" (S) IE=742.03

EX. RCP-12" FES

IE=751.07

EX. SAN MH

RIM=753.41

18" (S) IE=743.44

18" (N) IE=743.11

OHE

G G

G G G G G G G G G G G G G G G G G G G

TTTTTTTTTTT

T T T T T T T T T T T

TTT

OHE

BIT

BITBITBIT

CONC CURB & GUTTER

SOCCER FIELD

GRASS

GRASS GRASS

GRASS

75375

754754

757758

75975

76576 5765765

6 76

PARCEL 1

PARCEL 2

PARCEL 3

PARCEL 4

16.5'X16.5' MBT

EASEMENT

L. 2454, P. 408

TOWER LEASE AREA

INST. # 20031008-0202874

MAY HAVE DESCRIPTION

ERROR

16.5' MBT

EASEMENT

L. 2062, P. 144

.5'

68TH STREET - PUBLIC ROADWAY

LIBER 4508, PAGE 165 & LIBER 4568, PAGE 250

' W

- P

LIC

1"=

SOIL EROSION AND SEDIMENTATION CONTROL PLAN

40'040'

NORTH

N O

CALL 811 NOTE:

www.CALL811.com

CONTRACTOR TO CONTACT 811

SERVICE AT LEAST 3 WORKING

DAYS PRIOR TO CONSTRUCTION,

TO CONFIRM LOCATION OF

EXISTING UTILITIES. DIAL 811.

4/2 3/2

6 8

:30 :04

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\51

\03

\C 2 B

\10

L P

dw g m ca lla gh an

7 6 5 4 3 2 1

A B

C D

DRAWN BY

PROFESSIONAL

PROJECT MANAGER

PROJECT NUMBER

CHECKED BY

ISSUANCE

G R

E, IN

O F

E, A

III

, IN

L C

W , S

S, IN

, IN

7 6 5 4 3 2 1

SD DU

H S

, C

, M I 4

51036049

T. FREY

04/23/2026DEMOLITION PERMIT

C103

SOIL EROSION

AND

SEDIMENTATION

CONTROL PLAN

M. CALLAGHAN

R. NOCITI

M. CALLAGHAN

1. INSTALL EROSION CONTROL MEASURES AT THE LIMITS OF EARTHWORK PRIOR TO THE

START OF ANY EARTHWORK OPERATIONS. ALL OTHER EROSION CONTROL MEASURES

SHALL BE INSTALLED IN CONJUNCTION WITH THE DEMOLITION SCHEDULE AND

SEQUENCE AND SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE PLANS AND

SPECIFICATIONS.

2. MAINTAIN ALL EROSION CONTROL INSTALLATIONS DURING THE COURSE OF

DEMOLITION. MAKE INSPECTIONS AFTER EACH STORM EVENT AND REPAIR OR

REPLACE ANY DAMAGE. REMOVE ACCUMULATED SEDIMENT FROM SEDIMENT BASINS

TO MAINTAIN EFFECTIVENESS OF EROSION CONTROL INSTALLATIONS. REPAIR ANY

ERODED AREAS ON SLOPES OR NEAR SILT FENCE. REGRADE AND RESEED ANY

TEMPORARY SEEDED AREAS AS NECESSARY TO PREVENT EROSION.

3. THE EROSION CONTROL MEASURES INDICATED ON THIS PLAN ARE BASED ON "THE

MICHIGAN SOIL EROSION & SEDIMENTATION CONTROL GUIDEBOOK". THE SOIL

EROSION AND SEDIMENTATION CONTROLS SHALL BE INSTALLED AND MAINTAINED PER

PLANS AND SPECIFICATIONS.

4. KEEP PUBLIC ROADWAYS CLEAR OF ACCUMULATED SEDIMENT. SEDIMENTS SHALL BE

REMOVED IMMEDIATELY UPON ENTERING PUBLIC ROADWAYS AND SHALL BE

RETURNED TO THE LIKELY POINT OF ORIGIN. SEDIMENTS SHALL NOT BE FLUSHED OR

WASHED FROM THE AREA WITH WATER.

5. SILTSACK MANUFACTURED BY CSI GEOTURF OR HANES GEO PRODUCTS OR

APPROVED EQUAL SHALL BE USED FOR STORM INLET PROTECTION ITEM S58 (SEE

SESC KEYING SYSTEM LEGEND).

6. CONTRACTOR SHALL INSTALL AND MAINTAIN SILT FENCE AROUND ALL SUBSOIL SPOIL

AND TOPSOIL STOCKPILE AREAS. ALL SOIL PILES SHALL BE SEEDED WITH APPROVED

SEED MIXTURES AND BE LOCATED AWAY FROM ANY DOWNSLOPE STREET, DRIVEWAY,

DITCH OR DRAINAGE WAY

7. REMOVE TEMPORARY CONTROL MEASURES AS FOLLOWS:

PAVEMENT AREAS - MAINTAIN IN SERVICE UNTIL PREPARATION

FOR PLACEMENT OF BITUMINOUS LEVELING COURSES

LAWN AREAS - REMOVE AFTER LAWN IS WELL

ESTABLISHED AND ROOTED

8. SILT FENCE SHALL BE INSPECTED AND REPAIRED ONCE A WEEK AND AFTER EVERY

RAIN. SEDIMENT SHALL BE REMOVED IF DEPOSITS REACH HALF THE FENCE HEIGHT.

9. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TEMPORARY SOIL EROSION. OWNER

SHALL BE RESPONSIBLE FOR PERMANENT SOIL EROSION CONTROL.

10. DUST CONTROL SHALL BE PROVIDED BY MEANS OF WATER DISTRIBUTION ON A

REGULAR BASIS OVER AREAS THAT COULD POTENTIALLY PRODUCE DUST

CONDITIONS.

EROSION CONTROL NOTES

WHERE USEDKEY SYMBOLBEST MANAGEMENT PRACTICES

S-E-S-C KEYING SYSTEM

PLAN VIEW SYMBOL

E8 PERMANENT SEEDING

Stabilization method utilized on sites where earth change has been completed (final grading attained).

E9 MULCH BLANKETS

On exposed slopes, newly seeded areas, new ditch bottoms, or areas subject to erosion.

North American Green SC 150 or equal

E12 RIPRAP

Use along shorelines, waterways, or where concentrated flows occur. Slows velocity, reduces sediment load, and reduces erosion.

E51 SILT FENCE

Use adjacent to critical areas, to prevent sediment laden sheet flow from entering these areas.

E53 Used at every point where construction traffic enters or leaves a construction site.

STABILIZED CONSTRUCTION

ACCESS DRIVE

E58 Use at stormwater inlets, especially at construction sites.

INLET PROTECTION

FABRIC DROP

SEE DETAIL

TOTAL DISTURBED AREA = 49.18 ACRES

EROSION CONTROL LEGEND

LIMITS OF DISTURBANCE

E51E58

E58 E58

E58

E12 E53

E51

N O

4/2 3/2

6 8

:30 :44

A M

Ma tt C all ag ha n

\51

\03

\C 2 B

\10

L D

.dw g rn oc iti

7 6 5 4 3 2 1

A B

C D

DRAWN BY

PROFESSIONAL

PROJECT MANAGER

PROJECT NUMBER

CHECKED BY

ISSUANCE

G R

E, IN

O F

E, A

III

, IN

L C

W , S

S, IN

, IN

7 6 5 4 3 2 1

SD DU

H S

, C

, M I 4

51036049

T. FREY

04/23/2026DEMOLITION PERMIT

C104

SOIL EROSION

AND

SEDIMENTATION

CONTROL

DETAILS

M. CALLAGHAN

R. NOCITI

M. CALLAGHAN

AFTER APPROVAL BY ENGINEER.

NOTE:

FACTORY PREASSEMBLED SILT FENCE SYSTEMS

MAY BE INSTALLED IN PLACE OF THE

FIELD ASSEMBLED SILT FENCE DETAILED

FLOW

NOT TO SCALEA3 SILT FENCE DETAIL

SEDIMENT

CONTROL FABRIC

TOE-IN SEDIMENT

CONTROL FABRIC

AND COMPACT

BACKFILL

WOOD STAKE

EXISTING GRADE W/

UNDISTURBED

VEGETATION

6" MIN.

2'-0" MIN.

WIRE FASTENERS 3 REQ'D

GEOTEXTILE SEDIMENT CONTROL

FABRIC- MIRAFI 100X OR

APPROVED EQUAL

SET FENCE W/ NO CLEARANCE

AT GRADE

2'-0" MIN

8' O.C. MAX SPACING

WOOD STAKE

NOT TO SCALEA1 CONCRETE WASHOUT AREA

STAKE (TYP.)

10 MIL PLASTIC LINING

STRAW BALE (TYP.)

8' MIN

" M

SECTION A-A

INLET

GRATE

1" REBAR FOR

BAG REMOVAL

FROM INLET

NOT TO SCALEB1 INLET PROTECTION - FABRIC DROP

EXISTING GROUND

12' MINIMUM

WIDTH EXISTING

PAVEMENT

10' MIN.

NON-WOVEN GEOTEXTILE FABRIC

2"-3" CRUSHED ROCK (8" DEPTH)

* 50' MINIMUM LENGTH

LENGTH OF STABILIZED ROAD

50' MINIMUM LENGTH

LENGTH OF STABILIZED ROAD

NOTES:

SEDIMENT

SUMP

FLOW

SEDIMENT SUMP

ISOMETRIC VIEW

INSTALLATION DETAIL

PLAN VIEW

PROFILE

1. ESTABLISH STABILIZED CONSTRUCTION

ENTRANCE PRIOR TO THE INITIATION OF

SITE CONSTRUCTION ACTIVITIES.

2. CARE SHOULD BE TAKEN TO PREVENT

MATERIAL MOVEMENT INTO ADJACENT

WETLANDS/WATERBODIES.

3. CARE SHOULD BE TAKEN TO MAINTAIN

EXISTING ROADSIDE DRAINAGE VIA

CULVERT INSTALLATION, WITH

SEDIMENT SUMP PLACED DOWNFLOW

OF CULVERT.

NOT TO SCALEB3 STABILIZED CONSTRUCTION ACCESS

KEEP OUT

TREE

PROTECTION

AREA

NOT TO SCALEB5 TREE PROTECTION

NOTES::

· NO EQUIPMENT MUST OPERATE OR BE STORED INSIDE

THE PROTECTIVE FENCING INCLUDING DURING FENCE

INSTALLATION AND REMOVAL

TREE PROTECTION FENCE: HIGH

DENSITY POLYETHYLENE FENCING

WITH 3.5" x 1.5" OPENINGS; COLOR:

ORANGE, STEEL POSTS

INSTALLED AT 8' O.C.

2" x 6" STEEL POST, TYP, OR

APPROVED EQUAL

MAINTAIN EXISTING GRADE WITH THE

TREE PROTECTION FENCE UNLESS

OTHERWISE INDICATED ON THE PLANS

8.5" x 11" SIGN, LAMINATED IN PLASTIC, LOCATE 50' O.C. ALONG FENCE

CROWN DRIP LINE OR OTHER LIMIT OF TREE PROTECTION AREA

SEE TREE PRESERVATION PLAN FOR FENCE ALIGNMENT

4'- 0"

CONCRETE WASHOUT AREA

CROSS SECTION

CONCRETE WASHOUT

EXCAVATED PIT

NOTES:

1. PLACE SIGN SUCH AS "CONCRETE WASHOUT" NEAR THE WASHOUT PIT

2. CLEAN OUT EXCAVATION PIT WHEN IT IS 75% FULL. REPLACE ANY DAMAGED OR MISSING HAY

BALES IMMEDIATELY.

NOT TO SCALE

CONCRETE WASHOUT AREAC2

HAY BALES SURROUNDING

PIT TO PREVENT OVERFLOW

INSTALL 10MIL PVC

PLASTIC LINER

3. DO NOT ADD ANY SOLVENTS, FLOCCULANTS, OR ACID TO THE WASHWATER

USE STAKE TO

PREVENT BALES

FROM MOVING

10' MIN

4. PROPERLY DISPOSE OF ANY HARDENDED CONCRETE

5. DO NOT ALLOW CONCRETE WAY TO FLOW INTO A STORM DRAIN OR WATERCOURSE

6. REMOVE WASHOUT FACILITY ONCE CONCRETE WORK IS COMPLETE. DISPOSE OF MATERIALS PROPERLY

AutoCAD SHX Text 4'-0"

AutoCAD SHX Text 2'-0"

AutoCAD SHX Text 3'-0"

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File details come from the government source that posted it. Updated Jun 16, 2026.