2024-02-09 CCF BID PACK 1of2.pdf

PDF 5 MB Posted Mar 5, 2024

Attached to: 472/23353. DPL; Cooper Street CF - Asphalt Repairs
Solicitation number: RFQ - 171 - 240000000282
Issued by: Jackson County, Michigan

About this file

Written by GovTribe AI · Apr 3, 2024

This document is a bid package for the Cooper Street Correctional Facility Asphalt Repairs project issued by the Michigan Department of Correction. The project entails various asphalt repairs and pulverizing of existing asphalt, concrete demolition, and grading and utility work. The bid is due on March 6, 2024. The work must comply with OSHA, MIOSHA, and NFPA standards. Bidders are responsible for providing their own measurements and quantities for a complete project. Any damage to the site during construction must be repaired by the contractor at their own expense.

The bid package includes detailed plans for the layout and materials, grading and utilities, and standard details. The project requires a mix of heavy duty asphalt, standard duty asphalt, asphalt on pulverized base, and concrete flatwork. Specific requirements include control joints, expansion joints, concrete curb and gutter, signage, striping, and other site improvements. No additional funding sources or pricing terms are provided in the documents.

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Other files

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DTMB Addendum 2.pdf	PDF	Mar 5, 2024
231608 Cooper St CF - Pavement Investigation Report 10-27-23.pdf	PDF	Mar 5, 2024
2024-02-09 CCF BID PACK 2of2.pdf	PDF	Mar 5, 2024
MICHSpec 23353.pdf	PDF	Mar 5, 2024
Advertisement 23353.pdf	PDF	Mar 5, 2024
LEIN Request 23353.pdf	PDF	Mar 5, 2024
Addendum 1 -23353.pdf	PDF	Mar 5, 2024

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COOPER STREET CORRECTIONAL FACILITY - ASPHALT REPAIRS Date Issued: 02/09/24

Issued for: BidsMICHIGAN DEPARTMENT OF CORRECTION - 472/23353.DPL Bids Due: March 6, 2024

CODES AND STANDARDS

CONTRACTOR TO COMPLY WITH LATEST CONSTRUCTION CODE.

CONSTRUCTION TO COMPLY WITH NATIONAL FIRE PROTECTION ASSOCIATION STANDARDS

INCLUDING NFPA 20, NFPA 7b, AND NFPA 70e.

CONSTRUCTION TO APPLY TO OSHA AND MIOSHA CODES AND STANDARDS.

GENERAL NOTES

CONTRACTOR EMPLOYEES SHALL HAVE USE OF THE STATE OF MICHIGAN INDOOR

BATHROOM FACILITIES.

DIMENSIONS SHOWN WERE DETERMINED BY FIELD MEASUREMENTS. ALL BIDDERS SHALL

PROVIDE THEIR OWN MEASUREMENTS AND QUANTITIES, FOR ALL REQUIRED WORK AND

SHALL BE RESPONSIBLE FOR THOSE AMOUNTS FOR A COMPLETE JOB WITH NO ADDITIONAL

COSTS TO THE STATE AFTER AWARD OF THE CONTRACT.

DAMAGE TO PAVEMENT, LAWNS, SHRUBS, TREES, FENCING, BUILDINGS, OR OTHER

STRUCTURES OR SITE APPURTENANCES, THAT RESULT FROM THE EXECUTION OF THIS

PROJECT, SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR AT HIS/HER EXPENSE.

PRE-CONSTRUCTION PHOTO/VIDEO DOCUMENTATION REQUIRED.

OWNER

SHEET INDEX

535 West William, Suite 101

Planning & Engineering Landscape Architecture

Beckett & Raeder, Inc.

Ann Arbor, MI 48103

663.2622 663.6759 ph fx

Beckett&Raeder RB i

Professional Service Contractor

Cover Sheet C1.0 Overall Site Plan C1.1 Existing Conditions C2.0 SESC and Demolition Plan C2.1 SESC and Demolition Plan C2.2 SESC and Demolition Plan C3.0 Overall Layout and Materials Plan C3.1 Layout and Materials Plan C3.2 Layout and Materials Plan C3.3 Layout and Materials Plan C3.4 Layout and Materials Plan C4.0 Grading and Utilities Plan C4.1 Grading and Utilities Plan C4.2 Grading and Utilities Plan C4.3 Grading and Utilities Plan C4.4 Utility Profiles C4.5 Utility Profiles C5.0 Standard Details C5.1 Standard Details C6.0 Utilities Details L1.0 Landscape Plan

IDENTIFICATION

David Lenz, AIA

DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

STATE OF MICHIGAN

ADAM P. LACH, RA, DIRECTOR

DESIGN AND CONSTRUCTION DIVISION

LOCATION

3100 Cooper St, Jackson, MI 49201

STATE FACILITIES ADMINISTRATION

State of Michigan Project Director

FILE NO: 472/23353.DPL

Location Maps

NOT TO SCALE LOCATION MAP

No Scale

JACKSON

SITE

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SEE SHEET C1.1 FOR EXISTING CONDITIONS NOTES AND LEGENDS.

EXISTING CONDITIONS NOTES AND LEGENDS

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ISSUED FOR

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FINAL RECORD

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CONSTRUCTION

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472/23353.DPL

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SHEET

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IDENTIFICATION NO.

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FILE NO.

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PRELIMINARY

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CHECKED: CD

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DRAWN: MK/NJ

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DESIGNED: KE

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DATE

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APPROVED: KE

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TUEBOR

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AutoCAD SHX Text Created by Robert W. Loftis

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FEB 9, 2024

AutoCAD SHX Text Client Cooper Street Correctional Facility Asphalt Repairs

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STATE OF MICHIGAN

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DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

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DESIGN AND CONSTRUCTION DIVISION

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ADAM P. LACH, RA, DIRECTOR

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STATE FACILITIES ADMINISTRATION

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OVERALL SITE PLAN

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40200 12060

1. CONTRACTOR SHALL CALL MISS DIG (811) A MINIMUM OF THREE

WORKING DAYS PRIOR TO START OF CONSTRUCTION.

2. CONTRACTOR SHALL INVESTIGATE EXTENT AND LOCATION OF ALL

EXISTING UTILITIES AND SHALL BE RESPONSIBLE FOR PROTECTION AND

RESTORATION OF SAME IF DAMAGED AS A RESULT OF CONTRACTOR'S

OPERATIONS.

3. CONTOUR INTERVAL SHOWN IS 1-FOOT.

EXISTING CONDITIONS NOTES

SURVEY PREPARED BY:

13B ORMAS-SPINKS COMPLEX, 0 TO 6 PERCENT SLOPES

16A BRADY SANDY LOAM, 0 TO 3 PERCENT SLOPES

18 GILFORD-COLWOOD COMPLEX

22 COHOCTAH FINE SANDY LOAM

39A YPSI-WAUSEON COMPLEX, 0 TO 3 PERCENT SLOPES

44B LEONI GRAVELLY SANDY LOAM, 2 TO 6 PERCENT SLOPES

44C LEONI GRAVELLY SANDY LOAM, 6 TO 12 PERCENT SLOPES

51 UDORTHENTS AND UDIPSAMMENTS, NEARLY LEVEL

60 URBAN LAND-UDORTHENTS COMPLEX

SOIL TYPES

SURVEY NOTES

HORIZONTAL CONTROL: MICHIGAN STATE PLANE COORDINATES, NAD83,

2011, SOUTH ZONE, GEOID18, INTERNATIONAL FEET.

VERTICAL DATUM: NAVD88.

CONTROL COORDINATES

PointNo. Northing(Y) Easting(X) Elev(Z) Description

1 289308.77 13115256.04 933.06 CP

2 289232.80 13115446.39 940.38 CP

SURVEY LEGEND

MUXLOW SURVEYING

3503 VANDYKE MARLETTE, MI 48453

810.346.220

COM AT S 1/4 POST OF SEC 14 TH S89°28'14''W 855.93 FT TO CEN LN OF COOPER ST TH N23°44'55''E 1137.50 FT ALG CEN LN OF SD ST TH N66°15'04''W 33 FT TO NWLY R/W LN OF COOPER ST AND POB TH N67°24'34''W 647 FT TH N23°44'55''E 300 FT TH S67°24'35''E 360 FT TH N23°44'55''E 703.22 FT TH N09°13'52''W 185.81 FT TH S79°28'06''E 398.64 FT TO NWLY R/W LN OF COOPER ST TH S23°44'55''W 1244.43 FT TO BEG. SEC 14 T2S R1W

SPLIT ON 08/22/2002 FROM 000-08-14-226-001-03 AND 000-08-14-226-001-06

BEG AT S 1/4 POST OF SEC 14 TH S89°28'14''W 855.93 FT ALG S SEC LN TO CEN LN OF COOPER ST TH N23°44'55''E 1037.50 FT ALG CEN LN OF SD ST TH N66°15'04''W 33 FT TO NWLY R/W LN OF COOPER ST FOR POB TH N67°24'34''W 688.95 FT TH N68°26'09''W 608.65 FT TH N24°42'40''E 1081.35 FT TH S79°28'06''E 915 FT TH S09°13'52''E 465 FT TH S28°35'26''W 770 FT TH S67°24'34''E 200 FT TO NWLY R/W LN OF COOPER ST TH S23°44'56''W 100 FT TO BEG. EXC THAT PART OF THE FOLLOWING DESCN WH LIES WITHIN THE BOUNDARIES OF THE ABOVE DESCD LAND - BEG AT S 1/4 POST OF SEC 14 TH S89°28'14''W 855.93 FT TO CEN LN OF COOPER ST TH N23°44'55''E 1137.50 FT ALG CEN LN OF SD ST TH N66°15'04''W 33 FT TO NWLY R/W LN OF COOPER ST AND POB TH N67°24'34''W 647 FT TH N23°44'55''E 300 FT TH S67°24'35''E 360 FT TH N23°44'55''E 703.22 FT TH N09°13'52''W 185.81 FT TH S79°28'06''E 398.64 FT TO NWLY R/W LN OF COOPER ST TH S23°44'55''W 1244.43 FT

TO BEG. SEC 14 T2S R1W SPLIT ON 08/22/2002 FROM 000-08-14-226-001-03

LEGAL DESCRIPTION OF PROPERTY

INTERIOR WALK AND ADA RAMP

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CP #1

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MH2009 RIM=916.81

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GRAVEL

AutoCAD SHX Text

AutoCAD SHX Text G

AutoCAD SHX Text

SPIGOT

AutoCAD SHX Text

MH1442 RIM=917.79

AutoCAD SHX Text W

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

ISSUED FOR

AutoCAD SHX Text

FINAL RECORD

AutoCAD SHX Text

CONSTRUCTION

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472/23353.DPL

AutoCAD SHX Text

SHEET

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IDENTIFICATION NO.

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FILE NO.

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PRELIMINARY

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CHECKED: CD

AutoCAD SHX Text

DRAWN: MK/NJ

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DESIGNED: KE

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DATE

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APPROVED: KE

AutoCAD SHX Text

TUEBOR

AutoCAD SHX Text C

AutoCAD SHX Text R

AutoCAD SHX Text S

AutoCAD SHX Text M

AutoCAD SHX Text P

AutoCAD SHX Text U

AutoCAD SHX Text C

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text I

AutoCAD SHX Text E

AutoCAD SHX Text Created by Robert W. Loftis

AutoCAD SHX Text

FEB 9, 2024

AutoCAD SHX Text Client Cooper Street Correctional Facility Asphalt Repairs

AutoCAD SHX Text

STATE OF MICHIGAN

AutoCAD SHX Text

DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

AutoCAD SHX Text

DESIGN AND CONSTRUCTION DIVISION

AutoCAD SHX Text

ADAM P. LACH, RA, DIRECTOR

AutoCAD SHX Text

STATE FACILITIES ADMINISTRATION

AutoCAD SHX Text C1.1

AutoCAD SHX Text

EXISTING CONDITIONS

AutoCAD SHX Text

AIR CONDITIONER

AutoCAD SHX Text

BENCHMARK/CONTROL POINT

AutoCAD SHX Text

CATCH BASIN - ROUND

AutoCAD SHX Text

CONIFEROUS TREE

AutoCAD SHX Text

ELECTRIC MANHOLE

AutoCAD SHX Text F

AutoCAD SHX Text

FIBER OPTIC MARKER

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FLAG

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GAS FILL PIPE

AutoCAD SHX Text G

AutoCAD SHX Text

GAS LINE MARKER

AutoCAD SHX Text G

AutoCAD SHX Text

GAS VALVE

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GUY ANCHOR

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HYDRANT

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LIGHT POLE

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EDGE OF TREE ROW

AutoCAD SHX Text

CENTERLINE ROAD

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GUARD RAIL

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CONTOUR LINE

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OVERHEAD WIRES

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MANHOLE

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POST

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POWER POLE

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POWER-LIGHT POLE

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SANITARY MANHOLE

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SIGN - DOUBLE POST

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SIGN - SINGLE POST

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SPOT ELEVATION

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MISCELLANEOUS

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HAND HOLE

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ROCK

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DOWNSPOUT

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SATELLITE DISK

AutoCAD SHX Text

TELEPHONE MANHOLE

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TELEPHONE PEDESTAL

AutoCAD SHX Text

TREE

AutoCAD SHX Text W

WATER SHUTOFF

I N

E P

A U

Q I

S M

A N

E C

M A

L U

S N

La nd sc ap e A rc hi te ct ur e

Pl an ni ng

E ng in ee ri ng

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Know what's below.

before you dig.Call

40200 12060

1. CONTRACTOR SHALL CALL MISS DIG (811) A MINIMUM OF THREE

WORKING DAYS PRIOR TO START OF CONSTRUCTION.

2. CONTRACTOR SHALL INVESTIGATE EXTENT AND LOCATION OF ALL

EXISTING UTILITIES AND SHALL BE RESPONSIBLE FOR PROTECTION AND

RESTORATION OF SAME IF DAMAGED AS A RESULT OF CONTRACTOR'S

OPERATIONS.

3. CONTOUR INTERVAL SHOWN IS 1-FOOT.

EXISTING CONDITIONS NOTES

SURVEY PREPARED BY:

13B ORMAS-SPINKS COMPLEX, 0 TO 6 PERCENT SLOPES

16A BRADY SANDY LOAM, 0 TO 3 PERCENT SLOPES

18 GILFORD-COLWOOD COMPLEX

22 COHOCTAH FINE SANDY LOAM

39A YPSI-WAUSEON COMPLEX, 0 TO 3 PERCENT SLOPES

44B LEONI GRAVELLY SANDY LOAM, 2 TO 6 PERCENT SLOPES

44C LEONI GRAVELLY SANDY LOAM, 6 TO 12 PERCENT SLOPES

51 UDORTHENTS AND UDIPSAMMENTS, NEARLY LEVEL

60 URBAN LAND-UDORTHENTS COMPLEX

SOIL TYPES

SURVEY NOTES

HORIZONTAL CONTROL: MICHIGAN STATE PLANE COORDINATES, NAD83,

2011, SOUTH ZONE, GEOID18, INTERNATIONAL FEET.

VERTICAL DATUM: NAVD88.

CONTROL COORDINATES

PointNo. Northing(Y) Easting(X) Elev(Z) Description

1 289308.77 13115256.04 933.06 CP

2 289232.80 13115446.39 940.38 CP

SURVEY LEGEND

MUXLOW SURVEYING

3503 VANDYKE MARLETTE, MI 48453

810.346.220

SPLIT ON 08/22/2002 FROM 000-08-14-226-001-03 AND 000-08-14-226-001-06

TO BEG. SEC 14 T2S R1W SPLIT ON 08/22/2002 FROM 000-08-14-226-001-03

LEGAL DESCRIPTION OF PROPERTY

WEIGHT PIT

INTERIOR FENCE DRIVE EXTENSION

EXISTING

WEIGHT PIT

EXTERIOR FENCE DRIVE

SCHOOL

EDUCATION

BUILDING

H/I BUILDING

F/G BUILDING

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

CB2002 RIM=915.73

AutoCAD SHX Text

CB2003 RIM=915.88

AutoCAD SHX Text

CB2026 RIM=916.32

AutoCAD SHX Text

MH2009 RIM=916.81

AutoCAD SHX Text

MH2040 RIM=917.38

AutoCAD SHX Text

MH2043 RIM=916.91

AutoCAD SHX Text

GRAVEL

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text 916.25

AutoCAD SHX Text 916.95

AutoCAD SHX Text

CB2070 RIM=925.62

AutoCAD SHX Text

CB2130 RIM=925.70

AutoCAD SHX Text

CB2170 RIM=929.65

AutoCAD SHX Text

CB2206 RIM=929.73

AutoCAD SHX Text

AutoCAD SHX Text G

AutoCAD SHX Text

SPIGOT

AutoCAD SHX Text

SPIGOT

AutoCAD SHX Text

GRASS

AutoCAD SHX Text 927.19

AutoCAD SHX Text 931.15

AutoCAD SHX Text

CB JCS-323

AutoCAD SHX Text

CB JCS-29

AutoCAD SHX Text

ISSUED FOR

AutoCAD SHX Text

FINAL RECORD

AutoCAD SHX Text

CONSTRUCTION

AutoCAD SHX Text

472/23353.DPL

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

IDENTIFICATION NO.

AutoCAD SHX Text

FILE NO.

AutoCAD SHX Text

PRELIMINARY

AutoCAD SHX Text

CHECKED: CD

AutoCAD SHX Text

DRAWN: MK/NJ

AutoCAD SHX Text

DESIGNED: KE

AutoCAD SHX Text

DATE

AutoCAD SHX Text

APPROVED: KE

AutoCAD SHX Text

TUEBOR

AutoCAD SHX Text C

AutoCAD SHX Text R

AutoCAD SHX Text S

AutoCAD SHX Text M

AutoCAD SHX Text P

AutoCAD SHX Text U

AutoCAD SHX Text C

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text I

AutoCAD SHX Text E

AutoCAD SHX Text Created by Robert W. Loftis

AutoCAD SHX Text

FEB 9, 2024

AutoCAD SHX Text Client Cooper Street Correctional Facility Asphalt Repairs

AutoCAD SHX Text

STATE OF MICHIGAN

AutoCAD SHX Text

DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

AutoCAD SHX Text

DESIGN AND CONSTRUCTION DIVISION

AutoCAD SHX Text

ADAM P. LACH, RA, DIRECTOR

AutoCAD SHX Text

STATE FACILITIES ADMINISTRATION

AutoCAD SHX Text C1.2

AutoCAD SHX Text

EXISTING CONDITIONS

AutoCAD SHX Text

AIR CONDITIONER

AutoCAD SHX Text

BENCHMARK/CONTROL POINT

AutoCAD SHX Text

CATCH BASIN - ROUND

AutoCAD SHX Text

CONIFEROUS TREE

AutoCAD SHX Text

ELECTRIC MANHOLE

AutoCAD SHX Text F

AutoCAD SHX Text

FIBER OPTIC MARKER

AutoCAD SHX Text

FLAG

AutoCAD SHX Text

GAS FILL PIPE

AutoCAD SHX Text G

AutoCAD SHX Text

GAS LINE MARKER

AutoCAD SHX Text G

AutoCAD SHX Text

GAS VALVE

AutoCAD SHX Text

GUY ANCHOR

AutoCAD SHX Text

HYDRANT

AutoCAD SHX Text

LIGHT POLE

AutoCAD SHX Text

EDGE OF TREE ROW

AutoCAD SHX Text

CENTERLINE ROAD

AutoCAD SHX Text

GUARD RAIL

AutoCAD SHX Text

CONTOUR LINE

AutoCAD SHX Text

OVERHEAD WIRES

AutoCAD SHX Text

MANHOLE

AutoCAD SHX Text

POST

AutoCAD SHX Text

POWER POLE

AutoCAD SHX Text

POWER-LIGHT POLE

AutoCAD SHX Text

SANITARY MANHOLE

AutoCAD SHX Text

SIGN - DOUBLE POST

AutoCAD SHX Text

SIGN - SINGLE POST

AutoCAD SHX Text

SPOT ELEVATION

AutoCAD SHX Text

MISCELLANEOUS

AutoCAD SHX Text

HAND HOLE

AutoCAD SHX Text

ROCK

AutoCAD SHX Text

DOWNSPOUT

AutoCAD SHX Text

SATELLITE DISK

AutoCAD SHX Text

TELEPHONE MANHOLE

AutoCAD SHX Text

TELEPHONE PEDESTAL

AutoCAD SHX Text

TREE

AutoCAD SHX Text W

WATER SHUTOFF

I N

E P

A U

Q I

S M

A N

E C

M A

L U

S N

La nd sc ap e A rc hi te ct ur e

Pl an ni ng

E ng in ee ri ng

B ec ke tt

R ae d er , I n c.

W es t W ill ia m , S ui te

A nn

A rb or , M

I 4

B ec ke tt R ae d er

R i

1. THIS PROJECT MUST BE CONSTRUCTED IN COMPLIANCE WITH PART 91 OF

MICHIGAN NATURAL RESOURCES AND ENVIRONMENTAL PROTECTION ACT 451 OF

1994, AS AMENDED, THE SOIL EROSION AND SEDIMENT CONTROL ACT.

2. PRIOR TO ANY SITE DISTURBANCE, INCLUDING DEMOLITION, CONTRACTOR SHALL

PLACE EROSION CONTROL MEASURES ON ALL EXISTING STORM SEWER

STRUCTURES AFFECTED BY WORK IN THIS CONTRACT. SUCH EROSION CONTROL

MEASURES SHALL BE MAINTAINED UNTIL PERMANENT MEASURES ARE IN PLACE.

3. CONTRACTOR SHALL PLACE TEMPORARY EROSION AND SEDIMENTATION

CONTROL MEASURES AS REQUIRED AND SHOWN ON PLANS.

4. CONTRACTOR SHALL PROVIDE AND MAINTAIN ALL EROSION CONTROL MEASURES

AS REQUIRED BY STATE AND LOCAL GOVERNING AUTHORITIES.

5. DAILY INSPECTIONS SHALL BE MADE BY THE CONTRACTOR TO DETERMINE THE

EFFECTIVENESS OF EROSION AND SEDIMENT CONTROL MEASURES. ANY

NECESSARY REPAIRS SHALL BE MADE WITHOUT DELAY.

6. ALL EROSION AND SEDIMENT RESULTING FROM WORK ON SITE SHALL BE

CONTAINED ON SITE AND NOT ALLOWED TO COLLECT IN ANY OFF-SITE AREAS OR

WATERWAYS. WATERWAYS INCLUDE BOTH NATURAL AND MAN-MADE OPEN

DITCHES, STREAMS, STORM DRAINS, RIVERS, OR PONDS.

7. CONTRACTOR SHALL PLACE TEMPORARY EROSION AND SEDIMENTATION

CONTROL MEASURES AS REQUIRED AND SHOWN ON PLANS.

8. CONTRACTOR SHALL PLACE INLET FILTER PROTECTION ON ALL STORM

STRUCTURES AFFECTED BY THIS PROJECT. .

9. ALL TEMPORARY SEDIMENT BASINS USED DURING CONSTRUCTION SHALL BE

CLEANED AND ALL SEDIMENT LEGALLY DISPOSED OF PRIOR TO STABILIZATION.

REMOVAL OF ALL FINES AND SEDIMENT IS CRITICAL IN AREAS WHERE INFILTRATION

PRACTICES SHALL BECOME PERMANENT BEST MANAGEMENT PRACTICE.

10. CONTRACTOR SHALL CLEAN DEBRIS FROM STREETS ON A DAILY BASIS AS NEEDED.

STREETS SHALL BE SWEPT WEEKLY.

SESC NOTES

PROPOSED INLET FILTER

PROPOSED MUD TRACKING MAT

PROPOSED FILTER FABRIC FENCE

DEMOLITION & SESC LEGEND

LIMIT OF WORK LINE

REMOVE ITEM

PROTECT ITEM

SALVAGE ITEM TO OWNERS

SAWCUT

PULVERIZE ASPHALT

ASPHALT DEMOLITION

CONCRETE DEMOLITION

GRAVEL DEMOLITION

ASPHALT AND BASE DEMOLITION

REMOVE TOPSOIL

Know what's below.

before you dig.Call

100500 300150

LOADING DOCK AT FOOD SERVICES C2.2

MAIN ENTRANCE DRIVE & PARKING LOT C2.1

INTERIOR WALK AND ADA RAMP C2.1

ASPHALT R

C5.0

9MUD TRACKING MAT

CAUTION

OVERHEAD WIRES

PULVERIZE ASPHALT R

ASPHALT R

TOP SOIL R

CONTRACTOR STAGING AREA INTERIOR FENCE DRIVE EXTENSION C2.2

WEIGHT PIT C2.1

AutoCAD SHX Text

AutoCAD SHX Text F

AutoCAD SHX Text G

AutoCAD SHX Text

6" STEEL CULVERT

AutoCAD SHX Text

24 SPRUCE

AutoCAD SHX Text

MH789 RIM=920.54 BOLTED CLOSED

AutoCAD SHX Text W

AutoCAD SHX Text G

AutoCAD SHX Text

ALUM RAMP

AutoCAD SHX Text

MH1442 RIM=917.79

AutoCAD SHX Text W

AutoCAD SHX Text

MH2040 RIM=917.38

AutoCAD SHX Text

MH2043 RIM=916.91

AutoCAD SHX Text

AutoCAD SHX Text G

AutoCAD SHX Text

AutoCAD SHX Text 927.19

AutoCAD SHX Text 931.15

AutoCAD SHX Text

H/I BUILDING

AutoCAD SHX Text

F/G BUILDING

AutoCAD SHX Text

E BUILDING

AutoCAD SHX Text

EDUCATION

AutoCAD SHX Text

C/D BUILDING

AutoCAD SHX Text

FOOD SERVICE

AutoCAD SHX Text

A/B BUILDING

AutoCAD SHX Text

J/K BUILDING

AutoCAD SHX Text

ADMINISTRATIVE

AutoCAD SHX Text

MAINTENANCE

AutoCAD SHX Text

BUILDING

AutoCAD SHX Text

GYM BUILDING

AutoCAD SHX Text

SCHOOL BUILDING

AutoCAD SHX Text

BUILDING

AutoCAD SHX Text

ISSUED FOR

AutoCAD SHX Text

FINAL RECORD

AutoCAD SHX Text

CONSTRUCTION

AutoCAD SHX Text

472/23353.DPL

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

IDENTIFICATION NO.

AutoCAD SHX Text

FILE NO.

AutoCAD SHX Text

PRELIMINARY

AutoCAD SHX Text

CHECKED: CD

AutoCAD SHX Text

DRAWN: MK/NJ

AutoCAD SHX Text

DESIGNED: KE

AutoCAD SHX Text

DATE

AutoCAD SHX Text

APPROVED: KE

AutoCAD SHX Text

TUEBOR

AutoCAD SHX Text C

AutoCAD SHX Text R

AutoCAD SHX Text S

AutoCAD SHX Text M

AutoCAD SHX Text P

AutoCAD SHX Text U

AutoCAD SHX Text C

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text I

AutoCAD SHX Text E

AutoCAD SHX Text Created by Robert W. Loftis

AutoCAD SHX Text

FEB 9, 2024

AutoCAD SHX Text Client Cooper Street Correctional Facility Asphalt Repairs

AutoCAD SHX Text

STATE OF MICHIGAN

AutoCAD SHX Text

DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

AutoCAD SHX Text

DESIGN AND CONSTRUCTION DIVISION

AutoCAD SHX Text

ADAM P. LACH, RA, DIRECTOR

AutoCAD SHX Text

STATE FACILITIES ADMINISTRATION

AutoCAD SHX Text C2.0

SESC AND DEMOLITION PLAN

I N

E P

A U

Q I

S M

A N

E C

M A

L U

S N

La nd sc ap e A rc hi te ct ur e

Pl an ni ng

E ng in ee ri ng

B ec ke tt

R ae d er , I n c.

W es t W ill ia m , S ui te

A nn

A rb or , M

I 4

B ec ke tt R ae d er

R i

Know what's below.

before you dig.Call

40200 12060

1. THIS PROJECT MUST BE CONSTRUCTED IN COMPLIANCE WITH PART 91 OF

MICHIGAN NATURAL RESOURCES AND ENVIRONMENTAL PROTECTION ACT 451 OF

1994, AS AMENDED, THE SOIL EROSION AND SEDIMENT CONTROL ACT.

2. PRIOR TO ANY SITE DISTURBANCE, INCLUDING DEMOLITION, CONTRACTOR SHALL

PLACE EROSION CONTROL MEASURES ON ALL EXISTING STORM SEWER

STRUCTURES AFFECTED BY WORK IN THIS CONTRACT. SUCH EROSION CONTROL

MEASURES SHALL BE MAINTAINED UNTIL PERMANENT MEASURES ARE IN PLACE.

3. CONTRACTOR SHALL PLACE TEMPORARY EROSION AND SEDIMENTATION

CONTROL MEASURES AS REQUIRED AND SHOWN ON PLANS.

4. CONTRACTOR SHALL PROVIDE AND MAINTAIN ALL EROSION CONTROL MEASURES

AS REQUIRED BY STATE AND LOCAL GOVERNING AUTHORITIES.

5. DAILY INSPECTIONS SHALL BE MADE BY THE CONTRACTOR TO DETERMINE THE

EFFECTIVENESS OF EROSION AND SEDIMENT CONTROL MEASURES. ANY

NECESSARY REPAIRS SHALL BE MADE WITHOUT DELAY.

6. ALL EROSION AND SEDIMENT RESULTING FROM WORK ON SITE SHALL BE

CONTAINED ON SITE AND NOT ALLOWED TO COLLECT IN ANY OFF-SITE AREAS OR

WATERWAYS. WATERWAYS INCLUDE BOTH NATURAL AND MAN-MADE OPEN

DITCHES, STREAMS, STORM DRAINS, RIVERS, OR PONDS.

7. CONTRACTOR SHALL PLACE TEMPORARY EROSION AND SEDIMENTATION

CONTROL MEASURES AS REQUIRED AND SHOWN ON PLANS.

8. CONTRACTOR SHALL PLACE INLET FILTER PROTECTION ON ALL STORM

STRUCTURES AFFECTED BY THIS PROJECT. .

9. ALL TEMPORARY SEDIMENT BASINS USED DURING CONSTRUCTION SHALL BE

CLEANED AND ALL SEDIMENT LEGALLY DISPOSED OF PRIOR TO STABILIZATION.

REMOVAL OF ALL FINES AND SEDIMENT IS CRITICAL IN AREAS WHERE INFILTRATION

PRACTICES SHALL BECOME PERMANENT BEST MANAGEMENT PRACTICE.

10. CONTRACTOR SHALL CLEAN DEBRIS FROM STREETS ON A DAILY BASIS AS NEEDED.

STREETS SHALL BE SWEPT WEEKLY.

SESC NOTES

INTERIOR WALK

MAIN ENTRANCE DRIVE & PARKING LOT

PROPOSED INLET FILTER

PROPOSED MUD TRACKING MAT

PROPOSED FILTER FABRIC FENCE

ASPHALTR

CONCRETER

ASPHALT R

UTILITY POLEP

DEMOLITION & SESC LEGEND

LIMIT OF WORK LINE

REMOVE ITEM

PROTECT ITEM

SALVAGE ITEM TO OWNERS

SAWCUT

CONCRETE R

CAMERA POLEP

UTILITY POLE R

LANDSCAPER

CULVERTR

FLAG POLE P

PULVERIZE ASPHALT

ASPHALT DEMOLITION

CONCRETE DEMOLITION

GRAVEL DEMOLITION

ASPHALT AND BASE DEMOLITION

GRAVEL R

C5.0

10MUD TRACKING MAT

TREES, TYP.P

UTILITY BOXP

MANHOLEP

FENCER

STONES R

UTILITY BOX P

REMOVE TOPSOIL

GRAVEL R

ASPHALT R

STAIRSR

INLET FILTER, TYP.

C5.0

10MUD TRACKING MAT

BUILDINGS BY OWNER R

TREE R

CAUTION

OVERHEAD WIRES

CAUTION

OVERHEAD WIRES

REMOVE AND REPLACE BOLLARDSR

PHASE 1 PARKING DEMOLITION

PHASE 2 PARKING DEMOLITION

CONTRACTOR

STAGING AREA

RRELOCATE CARPORT DURING

CONSTRUCTION AND REINSTALL

AFTERWARDS

RREMOVE CARPORT

SSALVAGE SIGNS TO OWNER,

REMOVE POSTS, TYP.

TEMPORARY PARKING

IN GRASS AREA

PROTECT VALVESP

PROTECT FENCEP

WEIGHT PIT

GRAVEL R

LIGHT POLEP

MANHOLE, TYP. P

WEIGHT PIT P

INLET FILTER, TYP.

MAINTENANCE

BUILDING

ADMINISTRATIVE

BUILDING

SALLY PORT

E BUILDING

EDUCATION

SCHOOL

BUILDING

C5.0

7 TRENCH DRAIN INLET

FILTER

SSALVAGE SIGNS TO OWNER,

REMOVE POSTS, TYP.

ALUMINUM RAMPP

AutoCAD SHX Text

OVERHANG

AutoCAD SHX Text

CB788 RIM=919.62 BOLTED CLOSED

AutoCAD SHX Text

CB790 RIM=920.12

AutoCAD SHX Text

CB1071 RIM=918.44

AutoCAD SHX Text

CB1076 RIM=918.28

AutoCAD SHX Text

3' SPLIT RAIL FENCE

AutoCAD SHX Text F

AutoCAD SHX Text G

AutoCAD SHX Text

PANEL BOX

AutoCAD SHX Text

6" STEEL CULVERT

AutoCAD SHX Text

MH194 RIM=939.52

AutoCAD SHX Text

MH487 RIM=934.58

AutoCAD SHX Text

MH488 RIM=934.17

AutoCAD SHX Text

MH616 RIM=921.91

AutoCAD SHX Text

MH910 RIM=918.60

AutoCAD SHX Text

TRENCH DRAIN

AutoCAD SHX Text

24 SPRUCE

AutoCAD SHX Text

SMART DEVICES PROHIB

AutoCAD SHX Text

RESERVED

AutoCAD SHX Text

MH789 RIM=920.54 BOLTED CLOSED

AutoCAD SHX Text W

AutoCAD SHX Text

STONES

AutoCAD SHX Text

STONES

AutoCAD SHX Text

OVERHANG

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

GRAVEL

AutoCAD SHX Text

GRAVEL

AutoCAD SHX Text

GRAVEL

AutoCAD SHX Text

CB1663 RIM=917.37

AutoCAD SHX Text

PANEL BOX

AutoCAD SHX Text

COMP CON

AutoCAD SHX Text

CONC

AutoCAD SHX Text

GRAVEL

AutoCAD SHX Text

GRAVEL

AutoCAD SHX Text

GRAVEL

AutoCAD SHX Text

GRAVEL

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

BUILDING

AutoCAD SHX Text

LANDSCAPING

AutoCAD SHX Text

CB2170 RIM=929.65

AutoCAD SHX Text

CB2206 RIM=929.73

AutoCAD SHX Text G

AutoCAD SHX Text

SPIGOT

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text 931.15

AutoCAD SHX Text

CB JCS-6

AutoCAD SHX Text

CB JCS-4

AutoCAD SHX Text

CB JCS-13

AutoCAD SHX Text

CB JCS-12

AutoCAD SHX Text

CB JCS-10

AutoCAD SHX Text

CB JCS-24

AutoCAD SHX Text

CB JCS-26

AutoCAD SHX Text

CB JCS-16

AutoCAD SHX Text

CB JCS-19

AutoCAD SHX Text

CB JCS-20

AutoCAD SHX Text

CB JCS-21

AutoCAD SHX Text

CB JCS-22

AutoCAD SHX Text

CB JCS-18

AutoCAD SHX Text

CB JCS-17

AutoCAD SHX Text

ALUM RAMP

AutoCAD SHX Text W

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

GRAVEL

AutoCAD SHX Text

GRAVEL

AutoCAD SHX Text

GRAVEL

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

CB2003 RIM=915.88

AutoCAD SHX Text

MH2009 RIM=916.81

AutoCAD SHX Text

GRAVEL

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

CB2002 RIM=915.73

AutoCAD SHX Text

CB2003 RIM=915.88

AutoCAD SHX Text

CB2026 RIM=916.32

AutoCAD SHX Text

MH2009 RIM=916.81

AutoCAD SHX Text

MH2040 RIM=917.38

AutoCAD SHX Text

MH2043 RIM=916.91

AutoCAD SHX Text

GRAVEL

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text 916.25

AutoCAD SHX Text 916.95

AutoCAD SHX Text

ISSUED FOR

AutoCAD SHX Text

FINAL RECORD

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CONSTRUCTION

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472/23353.DPL

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SHEET

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IDENTIFICATION NO.

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FILE NO.

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PRELIMINARY

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CHECKED: CD

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DRAWN: MK/NJ

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DESIGNED: KE

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DATE

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APPROVED: KE

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TUEBOR

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AutoCAD SHX Text Created by Robert W. Loftis

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FEB 9, 2024

AutoCAD SHX Text Client Cooper Street Correctional Facility Asphalt Repairs

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STATE OF MICHIGAN

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DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

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DESIGN AND CONSTRUCTION DIVISION

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ADAM P. LACH, RA, DIRECTOR

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STATE FACILITIES ADMINISTRATION

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Know what's below.

before you dig.Call

1050 3015

1. THIS PROJECT MUST BE CONSTRUCTED IN COMPLIANCE WITH PART 91 OF

MICHIGAN NATURAL RESOURCES AND ENVIRONMENTAL PROTECTION ACT 451 OF

1994, AS AMENDED, THE SOIL EROSION AND SEDIMENT CONTROL ACT.

2. PRIOR TO ANY SITE DISTURBANCE, INCLUDING DEMOLITION, CONTRACTOR SHALL

PLACE EROSION CONTROL MEASURES ON ALL EXISTING STORM SEWER

STRUCTURES AFFECTED BY WORK IN THIS CONTRACT. SUCH EROSION CONTROL

MEASURES SHALL BE MAINTAINED UNTIL PERMANENT MEASURES ARE IN PLACE.

3. CONTRACTOR SHALL PLACE TEMPORARY EROSION AND SEDIMENTATION

CONTROL MEASURES AS REQUIRED AND SHOWN ON PLANS.

4. CONTRACTOR SHALL PROVIDE AND MAINTAIN ALL EROSION CONTROL MEASURES

AS REQUIRED BY STATE AND LOCAL GOVERNING AUTHORITIES.

5. DAILY INSPECTIONS SHALL BE MADE BY THE CONTRACTOR TO DETERMINE THE

EFFECTIVENESS OF EROSION AND SEDIMENT CONTROL MEASURES. ANY

NECESSARY REPAIRS SHALL BE MADE WITHOUT DELAY.

6. ALL EROSION AND SEDIMENT RESULTING FROM WORK ON SITE SHALL BE

CONTAINED ON SITE AND NOT ALLOWED TO COLLECT IN ANY OFF-SITE AREAS OR

WATERWAYS. WATERWAYS INCLUDE BOTH NATURAL AND MAN-MADE OPEN

DITCHES, STREAMS, STORM DRAINS, RIVERS, OR PONDS.

7. CONTRACTOR SHALL PLACE TEMPORARY EROSION AND SEDIMENTATION

CONTROL MEASURES AS REQUIRED AND SHOWN ON PLANS.

8. CONTRACTOR SHALL PLACE INLET FILTER PROTECTION ON ALL STORM

STRUCTURES AFFECTED BY THIS PROJECT.

9. ALL TEMPORARY SEDIMENT BASINS USED DURING CONSTRUCTION SHALL BE

CLEANED AND ALL SEDIMENT LEGALLY DISPOSED OF PRIOR TO STABILIZATION.

REMOVAL OF ALL FINES AND SEDIMENT IS CRITICAL IN AREAS WHERE INFILTRATION

PRACTICES SHALL BECOME PERMANENT BEST MANAGEMENT PRACTICE.

10. CONTRACTOR SHALL CLEAN DEBRIS FROM STREETS ON A DAILY BASIS AS NEEDED.

STREETS SHALL BE SWEPT WEEKLY.

SESC NOTES

ASPHALTR

CONCRETER

BOLLARDS, TYP. R

DOCK LIFT P

MOBILE GREASE STORAGE S

FENCE, TYP. P

LOADING DOCK AT FOOD SERVICES

GATE P

CONCRETE R

MANHOLE P

TOPSOILR

BUILDING P

PROPOSED INLET FILTER

PROPOSED MUD TRACKING MAT

PROPOSED FILTER FABRIC FENCE

DEMOLITION & SESC LEGEND

LIMIT OF WORK LINE

REMOVE ITEM

PROTECT ITEM

SALVAGE ITEM TO OWNERS

SAWCUT

PULVERIZE ASPHALT

ASPHALT DEMOLITION

CONCRETE DEMOLITION

GRAVEL DEMOLITION

ASPHALT AND BASE DEMOLITION

REMOVE TOPSOIL

COLUMNS, TYP. P

MANHOLE P

VALVES, TYP P

40200 12060

INTERIOR FENCE DRIVE EXTENSION

TOPSOILR

CATCH BASINP

CONCRETEP

CATCH BASINP

FOOD SERVICES

ASPHALT AND BASE R

CONCRETE P

HAND HOLE P

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SPIGOT

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MH1442 RIM=917.79

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CONCRETE

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ASPHALT

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CONCRETE

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CONCRETE

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GRASS

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CONC

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CB2070 RIM=925.62

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CB2130 RIM=925.70

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CB2170 RIM=929.65

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CB2206 RIM=929.73

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SPIGOT

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SPIGOT

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GRASS

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ASPHALT

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AutoCAD SHX Text 931.15

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CB JCS-323

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CB JCS-29

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H/I BUILDING

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F/G BUILDING

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ISSUED FOR

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FINAL RECORD

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CONSTRUCTION

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472/23353.DPL

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SHEET

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IDENTIFICATION NO.

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FILE NO.

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PRELIMINARY

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CHECKED: CD

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DRAWN: MK/NJ

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DESIGNED: KE

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DATE

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APPROVED: KE

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TUEBOR

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AutoCAD SHX Text Created by Robert W. Loftis

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FEB 9, 2024

AutoCAD SHX Text Client Cooper Street Correctional Facility Asphalt Repairs

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STATE OF MICHIGAN

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DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

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DESIGN AND…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Apr 3, 2024.