DWG 25271 Sag Whse Conc.pdf

PDF 2 MB Posted Aug 15, 2025

Attached to: 472/25271. CTS; Saginaw CF - Warehouse Concrete Repair
Solicitation number: RFQ-171-250000000570-3
Issued by: Wayne County, Flint City, Michigan

About this file

Written by GovTribe AI · Aug 19, 2025

This is a bid document for the Warehouse Concrete Repair project at the Saginaw Correctional Facility, issued by the Michigan Department of Technology, Management and Budget (DTMB) Design and Construction Division. The project is located at 9625 Pierce Rd. in Freeland, MI, and involves concrete repair and site improvements. The bid was issued on July 23, 2025, with bids due on August 20, 2025. The project scope includes removing and replacing approximately 1,600 square yards of concrete pavement, with 1,550 square yards of 8" heavy-duty concrete pavement and 60 square yards of 6" standard-duty concrete pavement. An alternate bid (Add. Alt. #1) includes three additional concrete expansion areas and four bollards.

The project is funded through the state's infrastructure maintenance budget, with the funding code 472SRFMaintProj. The project requires careful coordination within a secure correctional facility, with specific access and sequencing requirements. Contractors must not store equipment inside the facility's secure perimeter and must maintain operational access to the sallyport drive. The site includes various soil types, primarily Lenawee silty clay loam and Strawn silt loam. The work involves precise concrete placement, expansion joint installation, and site restoration, including 100 square yards of topsoil and lawn seeding. The engineering firm Beckett & Raeder is responsible for the project design, with Chris Schanbeck, PE, serving as the DTMB Project Director.

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Saginaw Correctional Facility, Warehouse Concrete Repair Date Issued: July 23, 2025

Location Maps

NOT TO SCALE

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

Engineer

Cover Sheet C1.0 Overall Site C1.1 Existing Conditions C2.0 Demo & SESC / Layout & Materials C3.0 Site Details

Issued for: Bids

IDENTIFICATION

FILE NO: 472/25271.CTS

FUNDING CODE: 472SRFMaintProj

DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

STATE OF MICHIGAN

ADAM P. LACH, RA, DIRECTOR

DESIGN AND CONSTRUCTION DIVISION

CODES AND STANDARDS

CONTRACTOR TO COMPLY WITH LATEST STATE 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.

LOCATION

Saginaw Correctional Facility 9625 Pierce Rd.

Freeland, MI 48623

AREA MAP

MICHIGAN DEPARTMENT OF CORRECTIONS / SAGINAW CORRECTIONAL FACILITY

PIERCE RD.

M 46

M 58 I-7 5I-6

I-7

I-75

SAGINAW

BAY CITY

FLINT

MDOC SAGINAW CORRECTIONAL FACILITY

9625 PIERCE RD.

FREELAND, MI 48623

Chris Schanbeck, PE DTMB Project Director

GENERAL NOTES

SANITARY FACILITIES FOR THE USE OF THE CONTRACTOR EMPLOYEES SHALL

BE PROVIDED BY THE CONTRACTOR.

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.

Bids due: August 20, 2025

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32016080400 240

SALLY

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AREA

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PARKING LOT

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GRAVEL

PARKING

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FACILITY SECURE PERIMETER

Project Access and Sequencing Requirements

1. STORAGE OF EQUIPMENT AND/OR MATERIALS WILL NOT BE ALLOWED INSIDE

THE FACILITY SECURE PERIMETER. CONTRACTOR STAGING AREA WILL BE

OUTSIDE THE SECURE PERIMETER AS NOTED ON THE DRAWINGS.

2. THE ASPHALT DRIVE APPROACHING THE SALLYPORT MUST REMAIN

OPERATIONAL AT ALL TIMES.

CONTRACTOR STAGING AREA

CONSTRUCTION

ACCESS ROUTE

HOUSING

UNIT

HOUSING

UNIT

HOUSING

UNIT

HOUSING

UNIT

HOUSING

UNIT

HOUSING

UNIT

400 HOUSING UNIT

WAREHOUSE

BLDG.

ADMIN

BLDG.

SUPPORT

SERVICES

BLDG.

EDUCATION

BLDG.

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ISSUED FOR

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FINAL RECORD

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CONSTRUCTION

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472/25271.CTS

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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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DRAWN:

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DESIGNED:

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DATE

AutoCAD SHX Text MDOC Saginaw Correctional Facility Freeland, Michigan

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DESIGN AND CONSTRUCTION DIVISION

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ROBERT C. HALL, RA, NCARB, DIRECTOR

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TUEBOR

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STATE OF MICHIGAN DEPARTMENT OF TECHNOLOGY, MANAGEMENT & BUDGET

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CHECKED:

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APPROVED:

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NJ/CVH

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AutoCAD SHX Text July 10, 2025 July 23, 2025

Overall Site

LIGHT POLE

CHAINLINK FENCE

BENCHMARK

CATCH BASIN

TRANSFORMER

BOLLARD

HYDRANT

WHH WATER HAND HOLE

G GAS HOOKUP

STORM MANHOLE

Survey Legend

SANITARY MANHOLE

SPOT ELEVATION

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

MUXLOW SURVEYING

3503 VAN DYKE. MARLETTE, MI 48453

PHONE NUMBER: 810.346.2200

EMAIL: INFO@MUXLOWSURVEYING.COM

MUXLOWSURVEYING.COM

SURVEY PREPARED BY:

THE NATURAL RESOURCE CONSERVATION SERVICE SOIL SURVEY INDICATES

THE SITE IS COMPRISED OF:

18 LENAWEE SILTY CLAY LOAM, 0 TO 1 PERCENT SLOPES

75B2 STRAWN SILT LOAM, 2 TO 6 PERCENT SLOPES, ERODED

CvrabA CONOVER-WILLIAMSTOWN LOAMS, 0 TO 6 PERCENT SLOPES

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 731416.71 13192631.53 620.73 CP

2 731399.05 13192567.67 621.26 CP

3 731476.53 13192709.31 622.47 CP

4 731509.42 13192660.00 621.59 CP

CURB & GUTTER

0 10 20 40 FT

STAIRS WITH HANDRAILLOADING DOCK 1

DUMPSTERS

PROPANE TANK

STORAGE

ASPHALT

GRAVEL

X X

SHED

GATE

GAS TANK

GATE

GRASS

GRAVEL

CONCRETE

X X

GRASS

CONCRETE

LOADING DOCK 2

LOADING DOCK 3

LOADING DOCK 4

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MAINTENANCE

BUILDING

WAREHOUSE BUILDING 1100

GRAVEL

GRASS

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WHH

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AutoCAD SHX Text 621.59

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CB532 RIM=619.99

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ISSUED FOR

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FINAL RECORD

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CONSTRUCTION

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472/25271.CTS

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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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DRAWN:

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DESIGNED:

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DATE

AutoCAD SHX Text MDOC Saginaw Correctional Facility Freeland, Michigan

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DESIGN AND CONSTRUCTION DIVISION

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ROBERT C. HALL, RA, NCARB, DIRECTOR

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TUEBOR

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STATE OF MICHIGAN DEPARTMENT OF TECHNOLOGY, MANAGEMENT & BUDGET

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CHECKED:

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APPROVED:

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NJ/CVH

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July 10, 2025 July 23, 2025

SPACE JOINTS EQ @ 11' OC13.77'

21.44' SPACE JOINT EQ

19.60' SPACE JOINT EQ

0' S

E Q

22.31' SPACE JOINT EQ

7.11'

50.11'

130.68'

107.08'

C E

O C

SPACE JOINTS EQ @ 11' OC

9.47'7.57'

SPACE JOINTS EQ @ 11' OC13.77'

21.44' SPACE JOINT EQ

19.60' SPACE JOINT EQ

0' S

E Q

22.31' SPACE JOINT EQ

7.11'

50.11'

130.68'

107.08'

C E

O C

SPACE JOINTS EQ @ 11' OC

9.47'7.57'

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REMOVE EXISTING CONCRETE PAVING

REMOVE ITEMR

Layout & Materials Legend

HEAVY DUTY CONCRETE PAVEMENT

Demolition & SESC Legend

PROTECT ITEMP

STANDARD CURB & GUTTER

LIMIT OF DISTURBANCE LINE

INLET FILTER

REMOVE CURB & GUTTER

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LIMIT OF DISTURBANCE LINE

PMANHOLE

C3.0

4ADD. ALT. #1 BOLLARD

C3.0

1 H.D. CONCRETE PAVEMENT

C3.0

5STANDARD CURB & GUTTER

LIGHTPOLE P

FENCEP

HEAVY DUTY CONCRETE PAVEMENT WITH BASE

STAIRS AND HANDRAIL R

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

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

REMOVE EXISTING GRASS

C3.0

2H.D. CONCRETE PAVEMENT WITH BASE

0 10 20 40 FT

WAREHOUSE BUILDING 1100

PFENCE

BOLLARD

4 TOTALGRAVEL

GRAVEL

SHED

PROPANE TANK

STORAGE

GRAVEL

PROPANE TANK

STORAGE

GRAVEL

ASPHALT

GRASS

BOLLARD (TYP.)P

GRASS

C3.0

4 BASE BID BOLLARD

2 TOTAL

C3.0

3 S.D. CONCRETE PAVEMENT

STANDARD DUTY CONCRETE PAVEMENT

CONCRETE

C3.0

9SAFETY HANDRAIL

C3.0

6INLET FILTER

SAFETY HANDRAIL

BOLLARD P

BOLLARD R

BOLLARD (TYP.)P

PASPHALT PCONCRETE

GRASSP

SEE ENLARGEMENT 2

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 X X X

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

C3.0

3 S.D. CONCRETE PAVEMENT

SEE ENLARGEMENT 1

CONTROL JOINT

EXPANSION JOINT

REMOVAL QUANTITIES

COVER TYPE AREA (SY)

CONCRETE PAVEMENT 1,600

COVER TYPE AREA (SY)

8" H.D. CONCRETE PAVEMENT 1,550

6" S.D. CONCRETE PAVEMENT 60

4" TOPSOIL 100

LAWN SEED 100

PROPOSED QUANTITIES

SCALE 1" = 10'

Proposed Concrete Island Curb & Gutter

SCALE 1" = 10'

Existing Concrete Island Curb & Gutter

WAREHOUSE BUILDING 1100

MAINTENANCE

BUILDING

MAINTENANCE

BUILDING

ADD. ALT. #1

C3.0

1 H.D. CONCRETE PAVEMENT

Notes

1. ADD. ALT. #1 INCLUDES THREE CONCRETE

EXPANSION AREAS AND FOUR BOLLARDS.

C3.0

TYP.

EXPANSION JOINT WITH ROD

P HYDRANT

ADD. ALT. #1

C3.0

7 EXPANSION JOINT WITH ROD

C3.0

7 EXPANSION JOINT WITH ROD

EXISTING CONCRETE

ISLAND CURB & GUTTER

PROPOSED CONCRETE

ISLAND CURB & GUTTER

P LIGHTPOLE

C3.0

10STRUCTURE COVER ADJ.

TYP.

C3.0

7 EXPANSION JOINT WITH ROD

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AutoCAD SHX Text C621.27

AutoCAD SHX Text C620.88

AutoCAD SHX Text C620.81

AutoCAD SHX Text C620.65

AutoCAD SHX Text C620.43

AutoCAD SHX Text C620.64

AutoCAD SHX Text C620.61

AutoCAD SHX Text C620.63

AutoCAD SHX Text C621.09

AutoCAD SHX Text C621.17

AutoCAD SHX Text C621.11

AutoCAD SHX Text C620.80

AutoCAD SHX Text 622.22

AutoCAD SHX Text 622.27

AutoCAD SHX Text 622.08

AutoCAD SHX Text 622.33

AutoCAD SHX Text 622.53

AutoCAD SHX Text 622.48

AutoCAD SHX Text 622.75

AutoCAD SHX Text 623.84

AutoCAD SHX Text 620.32

AutoCAD SHX Text 620.44

AutoCAD SHX Text 623.23

AutoCAD SHX Text 622.88

AutoCAD SHX Text 620.37

AutoCAD SHX Text 620.31

AutoCAD SHX Text 620.45

AutoCAD SHX Text 620.12

AutoCAD SHX Text 620.07

AutoCAD SHX Text 619.85

AutoCAD SHX Text 619.70

AutoCAD SHX Text 619.75

AutoCAD SHX Text 620.03

AutoCAD SHX Text 620.18

AutoCAD SHX Text

GU624.14

AutoCAD SHX Text

GU620.99

AutoCAD SHX Text

GU620.49

AutoCAD SHX Text

GU620.17

AutoCAD SHX Text

GU620.55

AutoCAD SHX Text

MH102 RIM=623.88

AutoCAD SHX Text

MH519 RIM=621.12

AutoCAD SHX Text

WHH

AutoCAD SHX Text 624.44

AutoCAD SHX Text 624.35

AutoCAD SHX Text 623.79

AutoCAD SHX Text 622.69

AutoCAD SHX Text 622.53

AutoCAD SHX Text 622.07

AutoCAD SHX Text 620.54

AutoCAD SHX Text 621.30

AutoCAD SHX Text 621.58

AutoCAD SHX Text 621.71

AutoCAD SHX Text 621.72

AutoCAD SHX Text 621.61

AutoCAD SHX Text 621.42

AutoCAD SHX Text 621.08

AutoCAD SHX Text 620.66

AutoCAD SHX Text 620.31

AutoCAD SHX Text 621.11

AutoCAD SHX Text 620.51

AutoCAD SHX Text 620.60

AutoCAD SHX Text 620.71

AutoCAD SHX Text 620.85

AutoCAD SHX Text 620.99

AutoCAD SHX Text 622.06

AutoCAD SHX Text 622.22

AutoCAD SHX Text 622.41

AutoCAD SHX Text 622.50

AutoCAD SHX Text 620.74

AutoCAD SHX Text 620.75

AutoCAD SHX Text 620.63

AutoCAD SHX Text 623.07

AutoCAD SHX Text 621.01

AutoCAD SHX Text 620.27

AutoCAD SHX Text 621.21

AutoCAD SHX Text 621.04

AutoCAD SHX Text G

AutoCAD SHX Text

AutoCAD SHX Text 621.20

AutoCAD SHX Text 620.71

AutoCAD SHX Text 620.51

AutoCAD SHX Text 621.10

AutoCAD SHX Text 623.65

AutoCAD SHX Text 624.22

AutoCAD SHX Text 622.24

AutoCAD SHX Text 622.15

AutoCAD SHX Text 624.38

AutoCAD SHX Text 622.47

AutoCAD SHX Text 620.63

AutoCAD SHX Text 621.50

AutoCAD SHX Text

CB532 RIM=619.99

AutoCAD SHX Text

CB533 RIM=619.98

AutoCAD SHX Text

MH531 RIM=620.20

AutoCAD SHX Text

CB549 RIM=620.39

AutoCAD SHX Text

MH102 RIM=623.88

AutoCAD SHX Text

MH519 RIM=621.12

AutoCAD SHX Text

WHH

AutoCAD SHX Text G

AutoCAD SHX Text

CB532 RIM=619.99

AutoCAD SHX Text

CB533 RIM=619.98

AutoCAD SHX Text

MH531 RIM=620.20

AutoCAD SHX Text

CB549 RIM=620.39

AutoCAD SHX Text

MH102 RIM=623.88

AutoCAD SHX Text

MH519 RIM=621.12

AutoCAD SHX Text

WHH

AutoCAD SHX Text G

AutoCAD SHX Text

CB532 RIM=619.99

AutoCAD SHX Text

CB533 RIM=619.98

AutoCAD SHX Text

MH531 RIM=620.20

AutoCAD SHX Text

CB549 RIM=620.39

AutoCAD SHX Text

BC624.15

AutoCAD SHX Text

BC622.56

AutoCAD SHX Text

BC622.10

AutoCAD SHX Text

BC621.55

AutoCAD SHX Text

BC620.97

AutoCAD SHX Text

BC620.73

AutoCAD SHX Text

GU624.14

AutoCAD SHX Text

GU620.99

AutoCAD SHX Text

GU620.49

AutoCAD SHX Text

GU620.17

AutoCAD SHX Text 624.44

AutoCAD SHX Text 622.53

AutoCAD SHX Text 620.54

AutoCAD SHX Text 622.06

AutoCAD SHX Text 622.22

AutoCAD SHX Text 622.41

AutoCAD SHX Text 622.50

AutoCAD SHX Text 623.07

AutoCAD SHX Text 620.27

AutoCAD SHX Text

BC624.15

AutoCAD SHX Text

BC622.56

AutoCAD SHX Text

BC622.10

AutoCAD SHX Text

BC621.55

AutoCAD SHX Text

BC620.97

AutoCAD SHX Text

BC620.73

AutoCAD SHX Text

GU624.14

AutoCAD SHX Text

GU620.99

AutoCAD SHX Text

GU620.49

AutoCAD SHX Text

GU620.17

AutoCAD SHX Text 624.44

AutoCAD SHX Text 622.53

AutoCAD SHX Text 620.54

AutoCAD SHX Text 622.06

AutoCAD SHX Text 622.22

AutoCAD SHX Text 622.41

AutoCAD SHX Text 622.50

AutoCAD SHX Text 623.07

AutoCAD SHX Text 620.27

AutoCAD SHX Text

BC624.15

AutoCAD SHX Text

BC622.56

AutoCAD SHX Text

BC622.10

AutoCAD SHX Text

BC621.55

AutoCAD SHX Text

BC620.97

AutoCAD SHX Text

BC620.73

AutoCAD SHX Text

GU624.14

AutoCAD SHX Text

GU620.99

AutoCAD SHX Text

GU620.49

AutoCAD SHX Text

GU620.17

AutoCAD SHX Text

GU620.55

AutoCAD SHX Text 624.44

AutoCAD SHX Text 622.53

AutoCAD SHX Text 620.54

AutoCAD SHX Text 622.06

AutoCAD SHX Text 622.22

AutoCAD SHX Text 622.41

AutoCAD SHX Text 622.50

AutoCAD SHX Text 623.07

AutoCAD SHX Text

BC624.15

AutoCAD SHX Text

BC622.56

AutoCAD SHX Text

BC622.10

AutoCAD SHX Text

BC621.55

AutoCAD SHX Text

BC620.97

AutoCAD SHX Text

BC620.73

AutoCAD SHX Text

GU624.14

AutoCAD SHX Text

GU620.99

AutoCAD SHX Text

GU620.49

AutoCAD SHX Text

GU620.17

AutoCAD SHX Text

GU620.55

AutoCAD SHX Text 624.44

AutoCAD SHX Text 622.53

AutoCAD SHX Text 620.54

AutoCAD SHX Text 622.06

AutoCAD SHX Text 622.22

AutoCAD SHX Text 622.41

AutoCAD SHX Text 622.50

AutoCAD SHX Text 623.07

AutoCAD SHX Text C2.0

AutoCAD SHX Text

ISSUED FOR

AutoCAD SHX Text

FINAL RECORD

AutoCAD SHX Text

CONSTRUCTION

AutoCAD SHX Text

472/25271.CTS

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

IDENTIFICATION NO.

AutoCAD SHX Text

FILE NO.

AutoCAD SHX Text

PRELIMINARY

AutoCAD SHX Text

DRAWN:

AutoCAD SHX Text

DESIGNED:

AutoCAD SHX Text

DATE

AutoCAD SHX Text MDOC Saginaw Correctional Facility Freeland, Michigan

AutoCAD SHX Text

CHECKED:

AutoCAD SHX Text

APPROVED:

AutoCAD SHX Text

CVH

AutoCAD SHX Text

AutoCAD SHX Text Warehouse Concrete Repair

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

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 July 10, 2025 July 23, 2025

Demo & SESC / Layout & Materials SESC / Layout & Materials Materials

CONCRETE

1/2" EXPANSION

MATERIAL AS REQUIRED

PER SURFACE CONDITION

AND CAULK ALL JOINTS

SEE PLAN FOR SURFACE TYPE,

THICKNESS AND ELEVATION

1/2" EXPANSION MATERIAL AS

REQUIRED PER SURFACE

CONDITION, CAULK ALL JOINTS

18"

CONCRETE CAP MOUNDED 1"

ABOVE EDGE OF STEEL BOLLARD

6" GALVANIZED SCHEDULE 40 STEEL

PIPE, CONCRETE FILLED (f'c=3,000 PSI

MIN.), PAINTED YELLOW

6" (TYP.)

NO SCALE

6" Bollard (4' Height)

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

I N

E P

A U

Q I

S M

A N

E C

M A

L U

S N

NO SCALE

Heavy Duty Concrete Pavement

NOTES:

1. EXPANSION JOINTS SHALL BE INSTALLED SUCH THAT NO SINGLE DIMENSION EXCEEDS 50 FT.

AREA BETWEEN EXPANSIONS JOINTS NOT TO EXCEED 320 SQ FT.

2. 1/2 " EXPANSION PAPER SHALL BE PLACED AT ALL LOCATIONS THAT NEW SIDEWALK ABUTS

CONCRETE CURB, EXISTING SIDEWALK, LIGHT POLE BASES AND RETAINING WALLS.

3. SNAP-CAP EXPANSION JOINT STRIPS CAN BE USED ON ALL EXPANSION JOINTS

4. ALL EXPANSION JOINTS SHALL BE SEALED.

5. BROOM FINISH PARALLEL TO JOINTS AND PERPENDICULAR TO TRAFFIC (IF BROOMING PATTERN

NOT SHOWN).

EXISTING SUBGRADE

EXISTING MATERIAL

1/2" WIDE HAND TOOLED CONTROL JOINT

TO A MIN DEPTH OF 1". TOTAL DEPTH OF

CONTROL JOINT MUST BE 1/4 OF SLAB

THICKNESS. IF SAWCUT IS REQUIRED TO

MEET THIS DEPTH, IT MUST BE COMPLETED

WITHIN 24 HOURS AFTER HAND TOOLING.

8" 6"

V Y

D U

C3.0

8EXPANSION JOINT

NO SCALE

Heavy Duty Concrete Pavement with Base

NOTES:

1. EXPANSION JOINTS SHALL BE INSTALLED SUCH THAT NO SINGLE DIMENSION EXCEEDS 50 FT.

AREA BETWEEN EXPANSIONS JOINTS NOT TO EXCEED 320 SQ FT.

2. 1/2 " EXPANSION PAPER SHALL BE PLACED AT ALL LOCATIONS THAT NEW SIDEWALK ABUTS

CONCRETE CURB, EXISTING SIDEWALK, LIGHT POLE BASES AND RETAINING WALLS.

3. SNAP-CAP EXPANSION JOINT STRIPS CAN BE USED ON ALL EXPANSION JOINTS

4. ALL EXPANSION JOINTS SHALL BE SEALED.

5. BROOM FINISH PARALLEL TO JOINTS AND PERPENDICULAR TO TRAFFIC (IF BROOMING PATTERN

NOT SHOWN).

COMPACTED SUBGRADE

6" MDOT CL II GRANULAR

MATERIAL COMPACTED TO 98% OF

MAX. DENSITY UNDER PAVEMENT.

1/2" WIDE HAND TOOLED CONTROL JOINT

TO A MIN DEPTH OF 1". TOTAL DEPTH OF

CONTROL JOINT MUST BE 1/4 OF SLAB

THICKNESS. IF SAWCUT IS REQUIRED TO

MEET THIS DEPTH, IT MUST BE COMPLETED

WITHIN 24 HOURS AFTER HAND TOOLING.

8" 6"

V Y

D U

C3.0

8EXPANSION JOINT

NO SCALE

Standard Curb & Gutter / MDOT F4

2"R

ADJACENT

TREATMENT VARIES

DROP CURB

CONCRETE CURB &

GUTTER WITH LIGHT

BROOM FINISH PARALLEL

TO ROADWAY

6" COMPACTED AGGREGATE

BASE AS SPECIFIED

#4 REBAR

COMPACTED SUBGRADE

5 1/2" 1 3/4"

6" 9"

1 3/8"

NOTE:

TEMPORARY INLET SEDIMENT FILTER TO BE

INSTALLED ON ALL PAVED CATCH BASINS OR

STORM INLETS. INLET FILTER TO BE SIMILAR

TO "STREAMGUARD" AS MANUFACTURED BY

STORMWATER SERVICES CORPORATION

(206-767-0441) OR "SILTSACK" AS

MANUFACTURED BY ATLANTIC CONSTRUCTION

FABRICS, INC. (800-448-3636).

CLEAN FILTER AS NEEDED.

TEMPORARY INLET

SEDIMENT FILTER

OVERFLOW

CATCH

BASIN

POLYPROPYLENE

"BOOT"

GRATE

DUMP STRAP

INSTALLATION

DETAIL

DUMP STRAP

SILT SACK

BAG DETAIL

EXPANSION

RESTRAINT

(1/4" NYLON

ROPE 2" FLAT

WASHERS

2 EACH

DUMP STRAPS

NO SCALE

Inlet Filter

Standard Duty Concrete Pavement

NO SCALE

1/4" R

6" 4"

1/4"

1/4" R

CONCRETE WALK WITH

MEDIUM-HEAVY BROOM

FINISH PERPENDICULAR TO

DIRECTION OF TRAVEL

HAND-TOOLED CONTROL

JOINT 1/4 DEPTH OF SLAB

EXISTING BASE

EXISTING SUBGRADE

NO SCALE

Safety Handrail

NOTES:

FIELD CONFIRM ALL DIMENSIONS IN SHOP

DRAWINGS.

PAINT SYSTEM: DUPONT IMRON (25P & 333)

PER MANUFACTURERS SPECIFICATIONS.

COLOR: BLACK

RAILING SYSTEM TO BE FABRICATED AND

PAINTED COMPLETELY IN SHOP. ALL WELDS

SHALL BE GROUND, CLEANED, AND SAND

BLASTED BEFORE PAINTING.

DRILL 2 1/4" DIAMETER HOLES THROUGH

FULL DEPTH OF CONCRETE PAVEMENT. SET

POSTS IN EPOXY.

ALL WELDS TO BE CONTINUOUS AND GROUND

SMOOTH.

ALL COMPONENTS OF SAFETY RAIL SHALL BE

GALVANIZED STEEL.

CONTRACTOR TO PROVIDE SHOP DRAWINGS

FOR RAILING PRIOR TO CONSTRUCTION.

RAILS & POSTS SHALL BE SET 7"

FROM EDGE OF CURB

1 1/2" SQUARE STEEL TUBE,

PRIMED AND PAINTED, TYP.

RAIL ANGLE TO MATCH

RAMP ANGLE

1 1/2" TYP.

8" T

Y P.

21 3/16" TY

72" TYP.

FACE OF

BLDG. WALL

NOTE: SEALANT JOINT SHALL ONLY OCCUR AT LOCATIONS WHERE

PROPOSED CONCRETE ABUTS SUPPORTING CONCRETE SLABS OR

BUILDING WALLS.

1/2"

1/ 2"

CONCRETE SLAB

POLYSEALANT

BACKER ROD

ADJACENT CONCRETE

VARIES IN DEPTH, SEE

PLANS & NOTE BELOW.

PREMOLDED FIBER

JOINT FILLER

COMPACTED BASE

CONC. PAVEMENT W/

COMPACTED SUB-BASE

MATERIALS

C3.0

8EXPANSION JOINT

C3.0

8EXPANSION JOINT

2' O.C. #5 EPOXY

ROD, SEE NOTE

BLDG. FLOOR

COMPACTED SUBGRADE

NO SCALE

Expansion Joint with Rod 8

NO SCALE

Expansion Joint

6" 4"

8" 6"

STA

D A

V Y

D U

12"

NOTE: THE #5 EPOXY ROD DIMENSIONS

SHOWN ARE THE MINIMUM REQUIRED.

EX PIPE

STRUCTURE COVER, ADJ:

REMOVE FRAME AND GRATE. REMOVE AND REPLACE TOP ONE

FOOT OF STRUCTURE ADJUSTING RINGS AND MORTAR BED AS

REQUIRED TO ACHIEVE PROPOSED GRADE. PAID PER EACH AS

STRUCTURE COVER, ADJ.

NO SCALE

Structure Cover Adjustment

AutoCAD SHX Text

ISSUED FOR

AutoCAD SHX Text

FINAL RECORD

AutoCAD SHX Text

CONSTRUCTION

AutoCAD SHX Text

472/25271.CTS

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

IDENTIFICATION NO.

AutoCAD SHX Text

FILE NO.

AutoCAD SHX Text

PRELIMINARY

AutoCAD SHX Text

DRAWN:

AutoCAD SHX Text

DESIGNED:

AutoCAD SHX Text

DATE

AutoCAD SHX Text MDOC Saginaw Correctional Facility Freeland, Michigan

AutoCAD SHX Text

CHECKED:

AutoCAD SHX Text

APPROVED:

AutoCAD SHX Text

CVH

AutoCAD SHX Text

AutoCAD SHX Text Warehouse Concrete Repair

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

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 July 10, 2025 July 23, 2025

AutoCAD SHX Text Site Details

AutoCAD SHX Text C3.0

Sheets and Views

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File details come from the government source that posted it. Updated Aug 19, 2025.