DTMB Addendum 2.pdf

PDF 3 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 an Addendum for a construction bid from the Michigan Department of Technology, Management and Budget related to asphalt repairs at the Cooper Street Correctional Facility. The key details are:

The addendum provides clarification on items such as bollards, a revised bid opening date, and changes to the detention pond design. The project includes asphalt repairs, storm sewer work, and related site improvements at the correctional facility. Bids are due on 3/13/2024. The contractor will be responsible for erosion control measures, daily site inspections, and keeping the site and streets clean during construction. The project is located in Jackson County, Michigan.

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Other files

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DTMB Addendum 1.pdf	PDF	Mar 5, 2024
2024-02-09 CCF BID PACK 1of2.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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DTMB-0414 (Rev 12/17)

DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

State Facilities Administration Design and Construction Division

CONSTRUCTION BID ADDENDUM NO. 2

This form identifies an Addendum to Bidding Documents, and incorporates interpretations or clarifications, modifications, acceptance of proposed “or equal” materials, and other information into the Bidding Documents. Addenda will be numbered by the Professional and distributed through www.michigan.gov/SIGMAVSS as an attachment.

TO:

ALL BIDDERS

DATE ISSUED

3/1/2024

PROJECT NAME

Cooper Street Correctional Facility – Asphalt Repairs

FILE NUMBER

472/23353.DPL

PROFESSIONAL

Beckett & Raeder, Inc.

PROJECT DIRECTOR

David Lenz, AIA

BID OPENING DATE:

3/13/2024

ADDENDUM ITEMS: (attach additional sheets and drawings if required)

Clarification:

1. Bollards for the project are non-removable and should be bid per detail 2 on Sheet C5.1.

2. Bid opening date changed from 3/6/24 to 3/13/24.

Plan Revisions associated with the Detention Pond:

1. The outlet control structure, detail 9, sheet C6.0, has been revised.

2. The detention pond outlet pipe will tap existing structure CB1076. The outlet pipe has been changed from a 12” RCP to a 4” PVC pipe.

MH 135 has been changed to a cleanout. Appropriate pavement removal and replacement for this connection to be included in the bid.

3. The pond has been revised to be about 1-foot shallower and associated storm sewer pipes have been raised.

ACKNOWLEDGEMENT: This Addendum must be acknowledged by the Bidder in the space provided in the Bid Summary and Bid Form. Failing to acknowledge Addenda may be cause for the Bid to be rejected. Addenda will become part of the Contract Documents.

PROFESSIONAL: Kristofer Enlow, P.E., Beckett & Raeder, Inc. DATE: 3/1/2024

APPROVED BY:

PROJECT DIRECTOR: DATE: 3/1/2024

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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

C6.0

7 CLEAN OUT AT END

OF LINE

SSALVAGE SIGNS TO OWNER,

REMOVE POSTS, TYP.

ALUMINUM RAMPP

CONCRETE R

TRENCH DRAINR

VALVESP

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OVERHANG

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CB788 RIM=919.62 BOLTED CLOSED

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CB790 RIM=920.12

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CB1071 RIM=918.44

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CB1076 RIM=918.28

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3' SPLIT RAIL FENCE

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PANEL BOX

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6" STEEL CULVERT

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MH194 RIM=939.52

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MH487 RIM=934.58

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MH488 RIM=934.17

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MH616 RIM=921.91

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MH910 RIM=918.60

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TRENCH DRAIN

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24 SPRUCE

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SMART DEVICES PROHIB

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RESERVED

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MH789 RIM=920.54 BOLTED CLOSED

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STONES

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STONES

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OVERHANG

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CONCRETE

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CONCRETE

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CONCRETE

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CONCRETE

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CONCRETE

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CONCRETE

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CONCRETE

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CONC

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CONC

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CONC

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CONC

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CONC

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CONCRETE

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ASPHALT

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ASPHALT

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ASPHALT

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ASPHALT

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ASPHALT

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ASPHALT

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GRAVEL

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GRAVEL

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GRAVEL

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CB1663 RIM=917.37

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PANEL BOX

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COMP CON

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CONC

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GRAVEL

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GRAVEL

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GRAVEL

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GRAVEL

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CONCRETE

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CONCRETE

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BUILDING

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LANDSCAPING

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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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ASPHALT

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CB JCS-6

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CB JCS-4

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CB JCS-13

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CB JCS-12

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CB JCS-10

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CB JCS-24

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CB JCS-26

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CB JCS-16

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CB JCS-19

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CB JCS-20

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CB JCS-21

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CB JCS-22

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CB JCS-18

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CB JCS-17

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ALUM RAMP

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CONCRETE

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ASPHALT

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GRASS

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ASPHALT

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ASPHALT

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GRAVEL

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CONC

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CONC

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GRASS

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CB2003 RIM=915.88

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MH2009 RIM=916.81

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GRAVEL

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GRASS

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ASPHALT

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CONCRETE

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CB2002 RIM=915.73

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CB2003 RIM=915.88

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CB2026 RIM=916.32

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MH2009 RIM=916.81

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MH2040 RIM=917.38

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MH2043 RIM=916.91

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GRAVEL

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ASPHALT

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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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MAR 01, 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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SESC AND DEMOLITION PLAN

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03.01.2024 ADDENDUM #2

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15.26'

10.00'

12.63'

6.00'

5.00'

18.83'

8.00'

10.00', TYP.

8.00', TYP.

13.00'

25.50'

28.00'

8.00'

5.00' TYP.

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40200 12060

INTERIOR WALK

LAYOUT & MATERIALS NOTES

1. ALL WORK SHALL BE COMPLETED IN CONFORMANCE WITH CURRENT ADA

STANDARDS.

2. ALL DIMENSIONS ARE TO BACK OF CURB, FACE OF BUILDING OR EDGE OF

MATERIAL UNLESS OTHERWISE NOTED.

3. ALL LINES ARE PARALLEL OR PERPENDICULAR TO THE CURB/ PAVEMENT/ BUILDING

LINE FROM WHICH THEY ARE DIMENSIONED UNLESS OTHERWISE NOTED.

4. FOLLOWING LAYOUT OF ALL MATERIALS, CONTRACTOR SHALL REVIEW WITH

OWNER'S REPRESENTATIVE.

5. ANY DISCREPANCIES IN THE LAYOUT PLAN SHOULD BE IMMEDIATELY REPORTED

TO OWNER'S REPRESENTATIVE.

CONCRETE FLAT WORK

CONTROL JOINT

EXPANSION JOINT

LAYOUT & MATERIALS LEGEND

H.D. CONCRETE FLAT WORK

CONTROL JOINT

EXPANSION JOINT

CONCRETE CURB & GUTTER

LIMIT OF WORK LINE

MAIN ENTRANCE DRIVE & PARKING LOT

C5.0

3STANDARD DUTY CONCRETE

& GUTTER/MDOT F4 AT LAWN

C5.0

4 CONCRETE FLATWORK

STANDARD DUTY

C5.0

4 CONCRETE FLATWORK

HEAVY DUTY

C5.0

4CONCRETE FLATWORK

C5.0

5STANDARD DUTY

ASPHALT

C5.0

5AHEAVY DUTY ASPHALT

C5.0

5AHEAVY DUTY ASPHALT

C5.0

5ASTANDARD DUTY

ASPHALT

C5.0

5A STANDARD DUTY

ASPHALT

C5.0

5A HEAVY DUTY ASPHALT

C5.0

6ASPHALT ON PULVERIZED

BASE

C5.0

8 BARRIER-FREE SIGNS, TYP.

C5.0

9 BARRIER-FREE PARKING STALL

STRIPING, TYP.

HEAVY DUTY ASPHALT

ASPHALT ON PULVERIZED BASE

STANDARD DUTY ASPHALT

C5.0

6ASPHALT ON PULVERIZED BASE

C5.0

5ASTANDARD DUTY

ASPHALT

C5.1

3GUARDRAIL

GUARDRAIL

C5.1

8 DETECTABLE WARNING

PLATES, TYP.

C5.1

5SPLIT RAIL FENCE

NEW MAINTENANCE BUILDING

C5.0

4 CONCRETE FLATWORK,

HEAVY DUTY

C5.0

11CROSS WALK STRIPING

2' GRAVEL SHOULDER

C5.1

6 PARKING SIGN, TYP.

C5.0

5ASTANDARD DUTY

ASPHALT

C5.1

1CONCRETE STEPS

PHASE 1 PARKING CONSTRUCTION

PHASE 2 PARKING CONSTRUCTION

ASPHALT ON NEW BASE

MAINTENANCE

BUILDING

ADMINISTRATIVE

BUILDING

SALLY PORT

E BUILDING

C5.1

7CATCH BASIN BOXOUT

C5.1

7 CATCH BASIN BOXOUT

WEIGHT PIT

EDUCATION

SCHOOL

BUILDING

C5.0

5ASTANDARD DUTY

ASPHALT

C5.0

6ASPHALT ON

PULVERIZED BASE

C5.1

7 CATCH BASIN

BOXOUT

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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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MAR 01, 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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LAYOUT AND MATERIALS PLAN

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03.01.2024 ADDENDUM #2

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918917916

21.90

21.31

20.47

20.33

19.58

19.51

18.37

ME 17.97

18.37

21.17

21.90

33.90

22.5

19.5

RIM 19.62

RIM 18.60

BC23.66

TC23.66

BC23.79

TC24.29

BC27.14

TC27.64

BC31.00

TC31.50

BC33.84

TC34.34

BC37.17

TC37.67

BC37.00

TC37.00

BC37.21

TC37.71

BC40.33

TC40.33

BC40.33

TC40.83

BC39.72

TC40.22

RIM 21.90

RIM 21.00

RIM 20.25

30.83

14.50

ME 22.60 ME 22.63

ME 19.44

ME 19.75

19.53

RIM 18.51

RIM 18.30ME

RIM 15.88

1.7%

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40200 12060

INTERIOR WALK

MAIN ENTRANCE DRIVE & PARKING LOT

1. PROPOSED CONTOUR LINES AND SPOT ELEVATIONS REFLECT FINISH GRADES.

HOLD DOWN SUBGRADE ELEVATIONS ACCORDINGLY. ADJUST RIM ELEVATIONS OF

ALL UTILITIES AFFECTED BY WORK IN THIS CONTRACT. CONTRACTOR SHALL

ENSURE POSITIVE DRAINAGE ON THE SITE. ANY AREA THAT APPEARS TO NOT

PROPERLY DRAIN SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE

LANDSCAPE ARCHITECT/ ENGINEER FOR RESOLUTION.

2. CONTRACTOR SHALL VERIFY ALL EXISTING UTILITY LOCATIONS, DEPTHS AND

ELEVATIONS PRIOR TO CONSTRUCTION. NO CHANGES IN CONTRACT PRICE WILL

BE AWARDED FOR ACTUAL DISCREPANCIES IN UTILITY LOCATIONS DUE TO THE

FAILURE TO VERIFY ACTUAL FIELD LOCATIONS.

3. THE CONTRACTOR SHALL RESTORE ALL AREAS DISTURBED BY HIS CONSTRUCTION

OPERATIONS TO A CONDITION EQUAL TO OR BETTER THAN THAT EXISTING PRIOR

TO CONSTRUCTION. THE CONTRACTOR SHALL CLEAN UP AND HAUL AWAY ALL

CONSTRUCTION DEBRIS AND LITTER CAUSED BY HIS OPERATIONS.

4. CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES FROM DAMAGE DURING

CONSTRUCTION. ANY DAMAGE INCURRED SHALL BE REPAIRED AT THE

CONTRACTOR'S EXPENSE.

5. ALL UTILITY CROSSINGS SHALL HAVE A MINIMUM OF 18" VERTICAL CLEARANCE.

UTILITIES NOTESUTILITY PLAN LEGEND

PROPOSED STORM LINE

PROPOSED STORM STRUCTURE

LIMIT OF WORK LINE

BARRIER FREE SIGN TYPE 'A'

156LF 15" CLIV

RCP @ 0.34%

NEW MAINTENANCE BUILDING

C6.0

1 2' DIAMETER STORM

INLET

4' DIAMETER CATCH

BASIN

C6.0

2UTILITY TRENCH

C6.0

3 18" DIAMETER FLARE

END SECTION WITH

GRATE

77 LF 12" CLIV

RCP @ 0.50%

95 LF 12" CLIV

RCP @ 0.50%

232 LF 18" CLIV

RCP @ 0.5%

75 LF 18" CLIV

RCP @ 1.0%

C6.0

3 12" DIAMETER FLARE

END SECTION WITH

GRATE

CB 100 921.00

INV 12" SW 917.34

Structure Table

STRUCTURE ID

CB 105

CB 110

CB 120

FES 125

TYPE CASTING RIM ELEV

921.90

920.25

919.60

N/A

INVERT ELEVATIONS

INV 12" NW 918.24

INV 12" NE 916.98

INV 18" NW 916.26

INV 12" W 915.51

INV 12" E 915.09

Storm

FES 115 N/A INV 18" SE 915.10

48" DIA

CATCH BASIN

24" DIA

CATCH BASIN

48" DIA

CATCH BASIN

18" DIA

FES WITH

GRATE

12" DIA

FES WITH

GRATE

24" DIA

CATCH BASIN

C6.0

12' DIAMETER CATCH

BASIN WITH GRATE

GRADING & DRAINAGE LEGEND

PROPOSED MAJOR CONTOUR

PROPOSED MINOR CONTOUR

EXISTING MAJOR CONTOUR

EXISTING MINOR CONTOUR

RIGHT-OF-WAY LINE

EXISTING SPOT GRADE

80.84

PROPOSED RIM ELEVATION (+ 900)

PROPOSED SPOT GRADE (+ 900)

PROPOSED TOP OF CURB GRADE (+ 900)TC 77.52

RIM 89.00

ME MATCH EXISTING GRADE

PROPOSED INVERT ELEVATION (+ 900)INV 73.25

PROPOSED BOTTOM OF CURB GRADE (+ 900)BC 77.02

1. CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION ALL WORK COMPLETED IN

CONFORMANCE WITH CURRENT ADA STANDARDS.

2. PROPOSED CONTOUR LINES AND SPOT ELEVATIONS REFLECT FINISH GRADES.

HOLD DOWN SUBGRADE ELEVATIONS ACCORDINGLY. ADJUST RIM ELEVATIONS OF

ALL UTILITIES AFFECTED BY WORK IN THIS CONTRACT. CONTRACTOR SHALL

ENSURE POSITIVE DRAINAGE ON THE SITE. ANY AREA THAT APPEARS TO NOT

PROPERLY DRAIN SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE

LANDSCAPE ARCHITECT/ ENGINEER FOR RESOLUTION.

3. PROPOSED ASPHALT ON PULVERIZED BASE SHALL MEET EXISTING GRADE WHEN

ABUTTING EXISTING PAVEMENT AND STRUCTURES.

GRADING NOTES

CB 100

CB 105

CB 110

FES 115

CB 120

PHASE 1 PARKING CONSTRUCTION

PHASE 2 PARKING CONSTRUCTION

MAINTENANCE BUILDING

ADMINISTRATION BUILDING

E BUILDING RAMP

ENLARGEMENT SEE SHEET

C4.3

EJIW 1130 -

M3 GRATE

EJIW 1130 -

M3 GRATE

EJIW 1130 -

M3 GRATE

N/A

EJIW 1140 -

M3 GRATE

N/A

CB 95 920.00 INV 12" SE 917.8224" DIA

CATCH BASIN

INV 12" NW 917.44

RIPRAP IN

SPILLWAY

FES 125

CB 95

EJIW 1130 -

M3 GRATE

INV 12" SE 917.92

C6.0

12' DIAMETER CATCH

BASIN WITH GRATE

40 LF 12" CMP @ 0.50%

W/ FLARED END SECTIONS

INV 21.91

INV 21.47

E BUILDING

DS 1

4"PVC DS 2

4"PVC

DS 3

4" PVC DS 4

4"PVC DS 5

4"PVC

DS 6

4"PVC

105 LF 4" PVC

@1% MINIMUM 16 LF 4" PVC

@1% MINIMUM

4' DIAMETER

CLEANOUTC6.0

OUTLET CONTROL

STRUCTUREC6.0

CLEANOUT AT END

OF LINEC6.0

CLEANOUT

C6.0

25 LF 4" PVC

@1% MINIMUM

90 LF 4" PVC @ 1.0%

31 LF 4" PVC @ 1.0%

OCS 130

CO 135

CB 1071

AutoCAD SHX Text

CB788 RIM=919.62 BOLTED CLOSED

AutoCAD SHX Text

CB790 RIM=920.12

AutoCAD SHX Text

CB1076 RIM=918.28

AutoCAD SHX Text F

AutoCAD SHX Text G

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PANEL BOX

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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

MH789 RIM=920.54 BOLTED CLOSED

AutoCAD SHX Text W

AutoCAD SHX Text 943.10

AutoCAD SHX Text 943.22

AutoCAD SHX Text 942.44

AutoCAD SHX Text 942.64

AutoCAD SHX Text 942.24

AutoCAD SHX Text 941.80

AutoCAD SHX Text 939.88

AutoCAD SHX Text 942.11

AutoCAD SHX Text 942.14

AutoCAD SHX Text 941.61

AutoCAD SHX Text 942.84

AutoCAD SHX Text 942.08

AutoCAD SHX Text 940.33

AutoCAD SHX Text 938.56

AutoCAD SHX Text 938.12

AutoCAD SHX Text 939.24

AutoCAD SHX Text 940.76

AutoCAD SHX Text 942.28

AutoCAD SHX Text 940.48

AutoCAD SHX Text 940.04

AutoCAD SHX Text 941.31

AutoCAD SHX Text 940.94

AutoCAD SHX Text 939.63

AutoCAD SHX Text 942.75

AutoCAD SHX Text 942.76

AutoCAD SHX Text 942.59

AutoCAD SHX Text 942.62

AutoCAD SHX Text 941.91

AutoCAD SHX Text 939.99

AutoCAD SHX Text 938.72

AutoCAD SHX Text 943.28

AutoCAD SHX Text 942.44

AutoCAD SHX Text 941.88

AutoCAD SHX Text 941.16

AutoCAD SHX Text 940.36

AutoCAD SHX Text 938.07

AutoCAD SHX Text 935.79

AutoCAD SHX Text 927.47

AutoCAD SHX Text 926.37

AutoCAD SHX Text 927.39

AutoCAD SHX Text 927.57

AutoCAD SHX Text 926.14

AutoCAD SHX Text 926.24

AutoCAD SHX Text 925.60

AutoCAD SHX Text 924.40

AutoCAD SHX Text 924.85

AutoCAD SHX Text 923.76

AutoCAD SHX Text 923.44

AutoCAD SHX Text 921.94

AutoCAD SHX Text 922.31

AutoCAD SHX Text 922.74

AutoCAD SHX Text 933.77

AutoCAD SHX Text 933.92

AutoCAD SHX Text 935.06

AutoCAD SHX Text 935.25

AutoCAD SHX Text 935.97

AutoCAD SHX Text 939.23

AutoCAD SHX Text 940.95

AutoCAD SHX Text 939.95

AutoCAD SHX Text 938.63

AutoCAD SHX Text 937.03

AutoCAD SHX Text 936.17

AutoCAD SHX Text 936.49

AutoCAD SHX Text 938.08

AutoCAD SHX Text 937.93

AutoCAD SHX Text 939.34

AutoCAD SHX Text 939.83

AutoCAD SHX Text 941.39

AutoCAD SHX Text 941.46

AutoCAD SHX Text 942.19

AutoCAD SHX Text 930.14

AutoCAD SHX Text 930.70

AutoCAD SHX Text 931.35

AutoCAD SHX Text 933.25

AutoCAD SHX Text 931.27

AutoCAD SHX Text 928.94

AutoCAD SHX Text 928.54

AutoCAD SHX Text 927.80

AutoCAD SHX Text 925.93

AutoCAD SHX Text 926.22

AutoCAD SHX Text 926.50

AutoCAD SHX Text 929.03

AutoCAD SHX Text 926.80

AutoCAD SHX Text 924.65

AutoCAD SHX Text 924.52

AutoCAD SHX Text 924.36

AutoCAD SHX Text 923.40

AutoCAD SHX Text 923.36

AutoCAD SHX Text 923.47

AutoCAD SHX Text 924.67

AutoCAD SHX Text 923.30

AutoCAD SHX Text 922.12

AutoCAD SHX Text 922.33

AutoCAD SHX Text 922.56

AutoCAD SHX Text 922.88

AutoCAD SHX Text 921.94

AutoCAD SHX Text 920.88

AutoCAD SHX Text 920.19

AutoCAD SHX Text 921.02

AutoCAD SHX Text 920.95

AutoCAD SHX Text 920.96

AutoCAD SHX Text 922.47

AutoCAD SHX Text 920.57

AutoCAD SHX Text 921.21

AutoCAD SHX Text 921.54

AutoCAD SHX Text 921.14

AutoCAD SHX Text 920.20

AutoCAD SHX Text 919.86

AutoCAD SHX Text 920.42

AutoCAD SHX Text 920.01

AutoCAD SHX Text 919.46

AutoCAD SHX Text 919.82

AutoCAD SHX Text 921.25

AutoCAD SHX Text 919.12

AutoCAD SHX Text 919.15

AutoCAD SHX Text 919.66

AutoCAD SHX Text 919.88

AutoCAD SHX Text 919.77

AutoCAD SHX Text 920.04

AutoCAD SHX Text 920.65

AutoCAD SHX Text 919.79

AutoCAD SHX Text 919.98

AutoCAD SHX Text 919.72

AutoCAD SHX Text 919.80

AutoCAD SHX Text 920.60

AutoCAD SHX Text 920.40

AutoCAD SHX Text 921.39

AutoCAD SHX Text 919.80

AutoCAD SHX Text 918.95

AutoCAD SHX Text 918.60

AutoCAD SHX Text 919.47

AutoCAD SHX Text 920.16

AutoCAD SHX Text 920.15

AutoCAD SHX Text 919.30

AutoCAD SHX Text 919.14

AutoCAD SHX Text 918.90

AutoCAD SHX Text 918.08

AutoCAD SHX Text 918.89

AutoCAD SHX Text 918.08

AutoCAD SHX Text 918.20

AutoCAD SHX Text 918.77

AutoCAD SHX Text 918.67

AutoCAD SHX Text 919.28

AutoCAD SHX Text 919.51

AutoCAD SHX Text 919.43

AutoCAD SHX Text 919.20

AutoCAD SHX Text 919.15

AutoCAD SHX Text 918.90

AutoCAD SHX Text 919.17

AutoCAD SHX Text 919.44

AutoCAD SHX Text 919.33

AutoCAD SHX Text 920.07

AutoCAD SHX Text 920.06

AutoCAD SHX Text 921.61

AutoCAD SHX Text 920.97

AutoCAD SHX Text 918.88

AutoCAD SHX Text 918.85

AutoCAD SHX Text 919.06

AutoCAD SHX Text 918.88

AutoCAD SHX Text 919.04

AutoCAD SHX Text 918.98

AutoCAD SHX Text 918.94

AutoCAD SHX Text 918.78

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

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ASPHALT

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

ASPHALT

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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 918.91

AutoCAD SHX Text 918.25

AutoCAD SHX Text 917.98

AutoCAD SHX Text 918.10

AutoCAD SHX Text 918.40

AutoCAD SHX Text 919.18

AutoCAD SHX Text 919.07

AutoCAD SHX Text 918.51

AutoCAD SHX Text 918.12

AutoCAD SHX Text 918.24

AutoCAD SHX Text 917.47

AutoCAD SHX Text 917.18

AutoCAD SHX Text 917.15

AutoCAD SHX Text 917.21

AutoCAD SHX Text 917.76

AutoCAD SHX Text 918.34

AutoCAD SHX Text 918.45

AutoCAD SHX Text 918.54

AutoCAD SHX Text 918.57

AutoCAD SHX Text 918.50

AutoCAD SHX Text 917.50

AutoCAD SHX Text 917.86

AutoCAD SHX Text 917.94

AutoCAD SHX Text

CONC

AutoCAD SHX Text

GRAVEL

AutoCAD SHX Text

GRAVEL

AutoCAD SHX Text

GRAVEL

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

12" CMP

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 931.02

AutoCAD SHX Text 930.90

AutoCAD SHX Text 930.64

AutoCAD SHX Text 929.80

AutoCAD SHX Text 930.18

AutoCAD SHX Text 931.86

AutoCAD SHX Text 930.20

AutoCAD SHX Text 934.31

AutoCAD SHX Text 930.71

AutoCAD SHX Text 930.83

AutoCAD SHX Text 935.93

AutoCAD SHX Text 935.95

AutoCAD SHX Text 935.39

AutoCAD SHX Text 927.35

AutoCAD SHX Text 928.09

AutoCAD SHX Text 929.77

AutoCAD SHX Text 930.11

AutoCAD SHX Text 930.60

AutoCAD SHX Text 930.41

AutoCAD SHX Text 930.94

AutoCAD SHX Text 930.65

AutoCAD SHX Text 929.82

AutoCAD SHX Text 926.53

AutoCAD SHX Text 928.09

AutoCAD SHX Text 932.99

AutoCAD SHX Text 934.23

AutoCAD SHX Text 935.36

AutoCAD SHX Text 935.55

AutoCAD SHX Text 935.64

AutoCAD SHX Text 935.52

AutoCAD SHX Text 935.00

AutoCAD SHX Text 929.92

AutoCAD SHX Text 930.60

AutoCAD SHX Text 931.15

AutoCAD SHX Text 930.58

AutoCAD SHX Text 926.71

AutoCAD SHX Text 930.85

AutoCAD SHX Text 930.65

AutoCAD SHX Text 930.86

AutoCAD SHX Text 930.65

AutoCAD SHX Text 931.19

AutoCAD SHX Text 929.65

AutoCAD SHX Text 929.73

AutoCAD SHX Text 931.16

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

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CB JCS-26

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CB JCS-16

AutoCAD SHX Text

CB JCS-19

AutoCAD SHX Text

CB JCS-20

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CB JCS-21

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CB JCS-22

AutoCAD SHX Text

CB JCS-18

AutoCAD SHX Text

CB JCS-17

AutoCAD SHX Text

AutoCAD SHX Text W

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

GRAVEL

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CB2003 RIM=915.88

AutoCAD SHX Text

MH2009 RIM=916.81

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

MAR 01, 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 C4.0

AutoCAD SHX Text

GRADING AND UTILITIES PLAN

AutoCAD SHX Text 931.83

AutoCAD SHX Text

03.01.2024 ADDENDUM #2

AutoCAD SHX Text

0+00 0+50 0+65

EXISTING GRADE

PROPOSED GRADE

C B

4" D

N W

C B

8" D

N W

S E

2" S

48 LF 12" CL IV RCP

STORM @ 0.68%

EX. GRADE PROP. GRADE

TRENCH TYPE B

0+00 0+50 1+00 1+25

84 LF 12" CL IV RCP

STORM @ 0.50%

EXISTING GRADE

PROPOSED GRADE

EX. GRADE PROP. GRADE

C B

4" D

TRENCH TYPE A TRENCH TYPE B

2" E

0+490+00

918917916

0+00

0+87 0+50

0+00

1+00 1+210+50

0+00 0+50 1+00 1+50 1+75

C O

8" D

N W

EX. GRADE PROP. GRADE

EXISTING GRADE

PROPOSED GRADE

TRENCH TYPE A TRENCH TYPE B

90 LF 4" PVC

STORM @ 1.00%

31 LF 4" PVC

STORM @ 1.00%

O C

(4 8"

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

CB 105 TO CB 100 PROFILE STA 0+00 TO 0+48

SCALE: HORIZONTAL- 1' = 30' VERT- 1" = 3'

STORM OUTLET 2 PROFILE STA 0+00 TO 0+87

SCALE: HORIZONTAL- 1' = 30' VERT- 1" = 3'

CB 105 TO CB 100 PLAN STA 0+00 TO 0+48

STORM OUTLET 2 PLAN STA 0+00 TO 0+87

48 LF 12" CLIV

RCP @ 0.68%

CB 100

48" DIA

CB 105

24" DIA

FES125

CB 120

24" DIA

84 LF 12" CLIV

RCP @ 0.50%

STORM OUTLET 3 PROFILE STA 0+00 TO 1+21

STORM OUTLET 3 PLAN STA 0+00 TO 1+21

OCS130

4" DIA

CO 135

36" DIA

90 LF 4" PVC @ 1.0%

31 LF

4" PVC

@ 1.0%

EX CB 1071

48" DIA

AutoCAD SHX Text

BUILDING

AutoCAD SHX Text

FF=920.26

AutoCAD SHX Text

SILL

AutoCAD SHX Text

FF=919.95

AutoCAD SHX Text

SILL

AutoCAD SHX Text

MH910 RIM=918.60

AutoCAD SHX Text W

AutoCAD SHX Text

CB1076 RIM=918.28

AutoCAD SHX Text

FF=921.22

AutoCAD SHX Text

SILL

AutoCAD SHX Text W

AutoCAD SHX Text

COMP CON

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.

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FILE NO.

AutoCAD SHX Text

PRELIMINARY

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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

MAR 01, 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 C4.5

AutoCAD SHX Text Utility Profiles

AutoCAD SHX Text

03.01.2024 ADDENDUM #2

AutoCAD SHX Text

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

NO SCALE

2' Diameter Storm Inlet

4" TYP. MIN.

3" MIN.

6" TO 8"

GROUT OPENING

WATER TIGHT

GROUT OPENING

WATER TIGHT

INV. ELEVATION

MORTAR BED

PLASTER COAT ENTIRE

STRUCTURE WITH 1#2" CEMENT

MORTAR IF BLOCK

6" MIN. GRANULAR BACKFILL

NOTES:

ALL STRUCTURES TO BACKFILLED

WITH CLASS II FILL OR 21AA LIMESTONE

COMPACTED TO 98% MAXIMUM DENSITY.

CASTING TO BE COATED (TYPICAL TO ALL)

FOUNDATION SLAB

8" CAST IN PLACE

W/ #4 @ 12" E.W.

OR PRECAST BOTTOM

SECTION

12"

1/2" CEMENT PLASTER

BLOCK OR

PRECAST MASONRY

MIN (1) MAX (3)

BRICKS OR PRECAST

CONC. ADJUSTMENT

RING COURSES FOR

ADJUSTING CASTING

TO FINISH GRADE

FRAME AND COVER AS

SPECIFIED; SET IN 1" MORTAR

LONGITUDINAL SECTION

SECTION A-A

A A

45° 6"

NOTES.

1. BAR GRATE IS REQUIRED AT ALL END SECTIONS.

2. END SECTIONS ARE ALL TO BE R.C.P., CLASS IV.

3. USE #6 VERTICAL AND #8 HORIZONTAL REBAR.

END OF BAR, TYP.

6-8" NATURAL COBBLE (RIP RAP)

FILTER FABRIC

6-8" NATURAL COBBLE (RIP RAP)

EROSION EEL

FILTER FABRIC

TWO (2) #4 REBAR IN CONC. FOOTING

End Section With Grate

NO SCALE

10'

" 12"

6" TYP.

EQ EQ EQ EQ EQ

2 GRATE

HOLDERS

NO SCALE

Utility Trench

NO SCALE

4' Diameter Catch Basin

2' -8

U M

FRAME AND COVER AS

SPECIFIED; SET IN 1" MORTAR

PRECAST CONCRETE

ADJ. RINGS

PRECAST CONCRETE

MANHOLE CONE AS SPECIFIED

PRECAST CONCRETE

MANHOLE SECTIONS OR

6" CONCRETE BLOCK AS SPECIFIED

MORTAR FILLET (TYP.)

ALUMINUM OR REINFORCED

POLYPROPYLENE STEPS, 16"

SPACING MAX.

PRECAST CONCRETE BASE

OR POURED-IN0-PLACE AS

SPECIFIED

6" COMPACTED GRANULAR

MATERIAL AS SPECIFIED

UNDISTURBED EARTH

4'-0" DIA.

4" MIN

2' -0

M P

3' -4

A N

D A

1' -9

A X

3'-0" 1'-0"1'-0"

1' -0

1'-0" 4"

GEOTEXTILE

SEPARATION FABRIC

Emergency Spillway

NO SCALE

Cleanout At End of Line

FLOW

C6.1

BACKFILL AROUND PIPES AS

PER TRENCH DETAIL SEE

EJIW MONUMENT BOX 1570Z

FLUSH WITH TOP OF PAVEMENT

RISER (LENGTH AS

REQUIRED)

BEND AS REQUIRED

GRADE

WYE FITTING TO MATCH LEAD

6" DIA. PVC SDR35 GASKET STORM PIPE, TYPICAL

CONCRETE PAVEMENT

SEE DETAIL

V A

NO SCALE

Cleanout

V A

FLOW

SEWER LEAD AS SPECIFIED

WYE FITTING TO MATCH

LEAD

BEND AS REQUIRED

NO. 4 REBARS

EACH SIDE

EACH WAY

ZURN CASTING/COVER ZN

1400-HD FLUSH WITH TOP

OF PAVEMENT

GRADE

1'-6" X 1'-6" SQUARE

CONCRETE PAD IN PAVED

AREA. (NOT REQUIRED IN

LAWN AREA)

RISER (LENGTH AS

REQUIRED)

NO SCALE

4' Diameter Manhole

2' -8

U M

PLAN VIEW

SECTIONAL PLAN A-A'

A A'

FRAME AND COVER AS

SPECIFIED SET IN 1" MORTAR

ALUMINUM OR REINFORCED

POLYPROPYLENE STEPS, 16"

SPACING MAX.

PRECAST CONCRETE

ADJ. RINGS

PRECAST CONCRETE MANHOLE

CONE AND MANHOLE SECTIONS AS

SPECIFIED

PRECAST CONE

SECTION

MANHOLE FRAME

AND COVER

MANHOLE STEPS

PRECAST CONE SECTION

FLEXIBLE AND

WATER-TIGHT JOINTS

PRECAST CONCRETE OR

POURED-IN-PLACE BASE

AS SPECIFIED

6" COMPACTED GRANULAR

MATERIAL AS SPECIFIED

UNDISTURBED EARTH

4" MIN.2"

1/2 PIPE DIA.

2' M

A X

4'-0" DIA.

3' -4

A N

D A

1' -9

A X

NO SCALE

Detention Basin Outlet Control Structure

NOTE: ADDENDUM #2

INVERT ELEVATION 913.60

MDOT 6A STONE, TYP. 2:1 SLOPE

FILTER FABRIC, TYP.

3" WASHED STONE TYP.

DO NOT BLOCK OPENINGS

WITH STONE. 2:1 SLOPE

4" PVC CAP ELEV 917.00

4" PVC RISER

1/2" HOLES 4" ON CENTER

BOTTOM OF BASIN

ELEV = 914.50

COMPACTED GRANULAR

MATERIAL AS SPECIFIED

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

MAR 01, 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 C6.0

AutoCAD SHX Text

UTILITIES DETAILS

AutoCAD SHX Text

4"MIN.

AutoCAD SHX Text 12"

AutoCAD SHX Text

FOUNDATION MATERIAL,

AutoCAD SHX Text

TRENCH BOTTOM

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UTILITY PIPE

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BEDDING:

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TRENCH BACKFILL

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STRUCTURE OR TURF,

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PAVEMENT SURFACE,

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IF SPECIFIED

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SLOPE OF TRENCH

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APPLICABLE STATE

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AND FEDERAL REGULATIONS

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TO BE DETERMINED IN

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AS SPECIFIED.

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- FOR PAVEMENT OR

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MDOT CLASS II

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- FOR TURF:

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EXISTING GRANULAR

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SOIL OR MDOT

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MDOT CLASS II

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STRUCTURE:

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ACCORDANCE WITH ALL

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CLASS II

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03.01.2024 ADDENDUM #2

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