Lakeland CF Bid-Set 2 of 2.pdf

3 MB Posted

Attached to
472/23287. JLM; LCF - Paving Repairs-Replacement
Solicitation number
RFQ - 171 - 240000000209
Issued by
Branch County, Michigan

About this file

Written by GovTribe AI ·

This document is a set of construction plans and specifications for the paving repairs and replacement project at the Lakeland Correctional Facility in Michigan. The project is being managed by the State of Michigan Department of Technology, Management and Budget, Design and Construction Division.

The project involves the removal and replacement of existing bituminous and concrete paving, as well as grading and drainage work, in several courtyard and loading dock areas. Key details include construction of new standard and heavy-duty asphalt pavement, colored concrete pavement, and landscaping restoration. The bid attachments must be uploaded to the SIGMA VSS system, and all questions should be directed to the project contacts via email. Bids are due by 2:00 PM on the deadline date, and the award will be made at a later date. The contract term is not specified.

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Other files

File Type Posted
231464 - Lakeland Correctional Facility Pavement Investigation Report - 9-20-23.pdf PDF
MICHSpec (Rev03-2022) V1.4 - Lakeland CF Re-Bid.pdf PDF
DTMB Addendum 2 - Lakeland.pdf PDF
DTMB0415 AdvertismentRev 0222 Re-Bid.pdf PDF
Addendum 1 - Lakeland 23287.pdf PDF
Lakeland CF Bid-Set 1 of 2.pdf PDF

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0 2010 6030

ALL DRAWINGS SHOWN AT 1" = 20'

COURTYARD C1/4 ADD ALT NO.1 DESIGN

LAWN RESTORATION, TYP.

COLORED CONCRETE PAVEMENT

PLANTED AREA

1COURTYARD,

SIDEWALK

S S

EXISTING CONDITION

S S

REMOVE

EXISTING 3"-4"

BIT. PAVEMENT

Not to Scale

Courtyard, Sidewalk

4"

EXISTING

AGGREGATE BASE

REMOVE

EXISTING 7"

CONCRETE

COMPACTED SUBGRADE

MDOT 21AA COMPACTED

TO 95% MAX. DENSITY.

4000 PSI CONCRETE

4"

COURTYARD B2/3 ADD ALT NO.1 DESIGN COURTYARD C2/3 ADD ALT NO.1 DESIGN

LAWN RESTORATION, TYP.

COLORED CONCRETE PAVEMENT

PLANTED AREA

1COURTYARD,

SIDEWALK

LAWN RESTORATION, TYP.

COLORED CONCRETE PAVEMENT

PLANTED AREA

1COURTYARD,

SIDEWALK

BUILDING B AREA

S.D. CONCRETE PAVEMENT

CONTROL JOINT

EXPANSION JOINT

LAYOUT & MATERIALS LEGEND

H.D. CONCRETE PAVEMENT

CONTROL JOINT

EXPANSION JOINT

CONCRETE CURB & GUTTER

LIMIT OF WORK LINE

PARCEL LINE

RIGHT-OF-WAY LINE

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.

BUILDING B, STANDARD DUTY ASPHALT

STANDARD DUTY ASPHALT

LOADING DOCK, HEAVY DUTY ASPHALT

LOADING DOCK AND BUILDING B, CONCRETE PAVEMENT

S.D. COLORED CONCRETE PAVEMENT

CONTROL JOINT

EXPANSION JOINT

LAWN RESTORATION

12" TOPSOIL FOR PLANTING BEDS

COURTYARD B2/3

COURTYARD C2/3

COURTYARD C1/4

FOOD SERVICE/LOADING DOCK

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ISSUED FOR

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FINAL RECORD

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CONSTRUCTION

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472/23287.JLM

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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: KE, JB

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DRAWN: MK, FJ

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DESIGNED: JB, KE

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DATE

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APPROVED: KE, JB

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TUEBOR

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AutoCAD SHX Text Created by Robert W. Loftis

AutoCAD SHX Text 01.26.2024

AutoCAD SHX Text State of Michigan Lakeland Correctional Facility - Paving Repairs and Replacement

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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

AutoCAD SHX Text C3.2

AutoCAD SHX Text Layout And Materials Plan Add Alt No.1 Courtyard Design

EX TOP OF

DOCK (99.65)

96.10ADJUST RIM 96.00 96.10

97.70

4.

0%

97.00

ME 977.31 ME 997.24

ME 97.60

ME 98.06

96.10

97.70

ME 99.50

ME99.24

ME97.48

ME98.00

ME97.00

ME97.06

7 99

ME 997.24

ME97.42

2.0%

ME97.75

3.4%

96.10

ME 99.65

2.0%

ME 98.97

97.70

4.7

3.4%

2.

0%

2.

0%

2.

0%

97.00

4.

0%

1.25%1.25%

ME98.31

ME98.12

ME98.24

4.0%

HP98.45

ME97.42

2.3%

4.

0%

ME 99.07

ME 99.19

1.9%

ME 99.58

99.39

1.9%

99.38 99.17

1.9% 2.0%

ME 99.57

2.0%

2.0%

99.18

ME99.2599.46

2.0%

99.08

ME98.69

98.40

2.0%

ME98.18

98.40

2.0%

BC 91.25

TC 91.75

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GRADING & DRAINAGE LEGEND

PROPOSED CONTOUR

EXISTING MAJOR CONTOUR

EXISTING MINOR CONTOUR

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.

GRADING NOTES

BUILDING B AREA

LOADING DOCK AREA

0 105 3015

GRADING NOTE:

LOWER AND FEATHER OUT

EXISTING BERM AT THE END OF

PAVEMENT TO ALLOW FOR

POSITIVE DRAINAGE AWAY

FROM PAVEMENT

COURTYARD B2/3

COURTYARD C2/3

COURTYARD C1/4

BASE BID

CONCRETE AT TOP OF LOADING

DOCK AND EDGE DOCK LEVER

C5.1

1 BOLLARD

C5.1

1BOLLARD

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AC

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AC

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EB997.01

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EB997.48

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EB998.09

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EB998.48

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EB998.75

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EB999.06

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EB999.10

AutoCAD SHX Text

EB999.10

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EB999.07

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EB999.16

AutoCAD SHX Text

EB999.36

AutoCAD SHX Text

EB999.42

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EB999.25

AutoCAD SHX Text

EB999.17

AutoCAD SHX Text

EB999.14

AutoCAD SHX Text

EB999.28

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EB999.37

AutoCAD SHX Text

EB999.29

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EB999.17

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EB999.31

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EB998.70

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EB998.70

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EB998.78

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EB998.75

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EB998.38

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EB998.34

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EB998.22

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EB997.53

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EB997.60

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EB997.96

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EB998.12

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EB998.15

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EB998.40

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EB998.42

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EB998.12

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EB998.12

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EB998.19

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EB998.06

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EB995.92

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EB996.98

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EB997.92

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EB995.28

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EB995.98

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EB996.00

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EB995.70

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EB995.59

AutoCAD SHX Text 997.10

AutoCAD SHX Text 995.49

AutoCAD SHX Text 997.41

AutoCAD SHX Text 996.78

AutoCAD SHX Text 997.36

AutoCAD SHX Text 997.68

AutoCAD SHX Text 998.34

AutoCAD SHX Text 998.87

AutoCAD SHX Text 999.16

AutoCAD SHX Text 999.08

AutoCAD SHX Text 999.38

AutoCAD SHX Text 999.07

AutoCAD SHX Text 999.23

AutoCAD SHX Text 998.15

AutoCAD SHX Text 997.40

AutoCAD SHX Text 996.84

AutoCAD SHX Text 998.08

AutoCAD SHX Text 998.27

AutoCAD SHX Text 998.03

AutoCAD SHX Text 997.41

AutoCAD SHX Text 998.43

AutoCAD SHX Text 998.18

AutoCAD SHX Text 997.70

AutoCAD SHX Text 997.67

AutoCAD SHX Text 997.57

AutoCAD SHX Text 998.94

AutoCAD SHX Text 999.04

AutoCAD SHX Text 999.28

AutoCAD SHX Text 999.15

AutoCAD SHX Text 999.10

AutoCAD SHX Text 999.33

AutoCAD SHX Text 999.50

AutoCAD SHX Text 998.73

AutoCAD SHX Text 999.49

AutoCAD SHX Text 999.61

AutoCAD SHX Text 999.54

AutoCAD SHX Text 997.10

AutoCAD SHX Text 995.49

AutoCAD SHX Text 997.41

AutoCAD SHX Text 996.78

AutoCAD SHX Text 997.36

AutoCAD SHX Text 997.68

AutoCAD SHX Text 998.34

AutoCAD SHX Text 998.87

AutoCAD SHX Text 999.16

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AutoCAD SHX Text 998.15

AutoCAD SHX Text 997.38

AutoCAD SHX Text 997.50

AutoCAD SHX Text 997.94

AutoCAD SHX Text 997.40

AutoCAD SHX Text 996.84

AutoCAD SHX Text 998.08

AutoCAD SHX Text 998.27

AutoCAD SHX Text 998.03

AutoCAD SHX Text 997.41

AutoCAD SHX Text 998.43

AutoCAD SHX Text 998.18

AutoCAD SHX Text 997.70

AutoCAD SHX Text 997.67

AutoCAD SHX Text 997.57

AutoCAD SHX Text 998.94

AutoCAD SHX Text 999.04

AutoCAD SHX Text 999.28

AutoCAD SHX Text 999.15

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AutoCAD SHX Text 999.33

AutoCAD SHX Text 999.50

AutoCAD SHX Text 998.73

AutoCAD SHX Text 999.49

AutoCAD SHX Text 999.61

AutoCAD SHX Text 999.54

AutoCAD SHX Text 998.97

AutoCAD SHX Text 998.97

AutoCAD SHX Text 999.31

AutoCAD SHX Text 999.45

AutoCAD SHX Text 997.39

AutoCAD SHX Text 997.26

AutoCAD SHX Text 996.95

AutoCAD SHX Text 998.07

AutoCAD SHX Text 998.68

AutoCAD SHX Text 998.01

AutoCAD SHX Text 997.32

AutoCAD SHX Text 995.87

AutoCAD SHX Text 998.03

AutoCAD SHX Text 998.29

AutoCAD SHX Text 998.25

AutoCAD SHX Text 998.16

AutoCAD SHX Text 998.45

AutoCAD SHX Text 998.19

AutoCAD SHX Text 998.16

AutoCAD SHX Text 998.56

AutoCAD SHX Text 998.53

AutoCAD SHX Text 998.42

AutoCAD SHX Text 998.29

AutoCAD SHX Text 998.23

AutoCAD SHX Text 998.44

AutoCAD SHX Text 998.54

AutoCAD SHX Text 998.42

AutoCAD SHX Text 998.72

AutoCAD SHX Text 999.38

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AutoCAD SHX Text 999.23

AutoCAD SHX Text 997.01

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AutoCAD SHX Text 997.62

AutoCAD SHX Text 999.65

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AutoCAD SHX Text 995.70

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AutoCAD SHX Text 995.28

AutoCAD SHX Text 997.53

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AutoCAD SHX Text 995.95

AutoCAD SHX Text 998.06

AutoCAD SHX Text 998.19

AutoCAD SHX Text 998.12

AutoCAD SHX Text 998.12

AutoCAD SHX Text 998.08

AutoCAD SHX Text 998.42

AutoCAD SHX Text 998.40

AutoCAD SHX Text 998.15

AutoCAD SHX Text 998.12

AutoCAD SHX Text 997.96

AutoCAD SHX Text 997.60

AutoCAD SHX Text 997.53

AutoCAD SHX Text 997.44

AutoCAD SHX Text 997.40

AutoCAD SHX Text 997.43

AutoCAD SHX Text 997.40

AutoCAD SHX Text 997.24

AutoCAD SHX Text 997.31

AutoCAD SHX Text 997.83

AutoCAD SHX Text 997.84

AutoCAD SHX Text 998.01

AutoCAD SHX Text 998.10

AutoCAD SHX Text 997.98

AutoCAD SHX Text 998.14

AutoCAD SHX Text 998.22

AutoCAD SHX Text

AutoCAD SHX Text 998.34

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AutoCAD SHX Text 998.38

AutoCAD SHX Text 998.75

AutoCAD SHX Text 998.78

AutoCAD SHX Text 998.70

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AutoCAD SHX Text 999.31

AutoCAD SHX Text 999.17

AutoCAD SHX Text 999.29

AutoCAD SHX Text 999.37

AutoCAD SHX Text 999.29

AutoCAD SHX Text 999.28

AutoCAD SHX Text 999.14

AutoCAD SHX Text 999.17

AutoCAD SHX Text 999.25

AutoCAD SHX Text 999.42

AutoCAD SHX Text 999.36

AutoCAD SHX Text 999.16

AutoCAD SHX Text 999.07

AutoCAD SHX Text 999.10

AutoCAD SHX Text 999.05

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AutoCAD SHX Text 999.10

AutoCAD SHX Text 999.11

AutoCAD SHX Text 999.06

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AutoCAD SHX Text 998.48

AutoCAD SHX Text 998.09

AutoCAD SHX Text 997.48

AutoCAD SHX Text 997.01

AutoCAD SHX Text 995.96

AutoCAD SHX Text 999.50

AutoCAD SHX Text 999.47

AutoCAD SHX Text 997.57

AutoCAD SHX Text 997.63

AutoCAD SHX Text 997.99

AutoCAD SHX Text 997.99

AutoCAD SHX Text 997.99

AutoCAD SHX Text 997.92

AutoCAD SHX Text 997.93

AutoCAD SHX Text 996.25

AutoCAD SHX Text 999.61

AutoCAD SHX Text 999.56

AutoCAD SHX Text 999.33

AutoCAD SHX Text 999.30

AutoCAD SHX Text 999.20

AutoCAD SHX Text 999.26

AutoCAD SHX Text 999.19

AutoCAD SHX Text 998.92

AutoCAD SHX Text 999.20

AutoCAD SHX Text 997.69

AutoCAD SHX Text 997.30

AutoCAD SHX Text 997.58

AutoCAD SHX Text 997.76

AutoCAD SHX Text 997.89

AutoCAD SHX Text 999.53

AutoCAD SHX Text 999.53

AutoCAD SHX Text 999.25

AutoCAD SHX Text 999.33

AutoCAD SHX Text 998.25

AutoCAD SHX Text 997.93

AutoCAD SHX Text 997.99

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 999.49

AutoCAD SHX Text 999.26

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ISSUED FOR

AutoCAD SHX Text

FINAL RECORD

AutoCAD SHX Text

CONSTRUCTION

AutoCAD SHX Text

472/23287.JLM

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SHEET

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IDENTIFICATION NO.

AutoCAD SHX Text

FILE NO.

AutoCAD SHX Text

PRELIMINARY

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CHECKED: KE, JB

AutoCAD SHX Text

DRAWN: MK, FJ

AutoCAD SHX Text

DESIGNED: JB, KE

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DATE

AutoCAD SHX Text

APPROVED: KE, JB

AutoCAD SHX Text

TUEBOR

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AutoCAD SHX Text R

AutoCAD SHX Text S

AutoCAD SHX Text M

AutoCAD SHX Text P

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AutoCAD SHX Text C

AutoCAD SHX Text I

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AutoCAD SHX Text Created by Robert W. Loftis

AutoCAD SHX Text 01.26.2024

AutoCAD SHX Text State of Michigan Lakeland Correctional Facility - Paving Repairs and Replacement

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 Grading Plan

AutoCAD SHX Text 931.83

C4.0

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U D

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U D

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992.79

992.20

92.20

92.35

92.40

92.0092.20

ME

92.00 92.20

92.5

92.65

BC93.50

TC94.00

BC92.69 TC93.08

BC93.82

TC94.32

BC93.82

TC94.32

2.5%

1.5%

2.5%

TC90.79

91.00

.2

0 92 .1

3.0%

2.

91.74

ME

BC93.17

TC93.67

BC91.50

TC92.00

BC93.21

TC93.71

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TC91.50

BC91.00

TC91.50

BC91.00

TC91.50

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TC91.50

ME

ME

ME

ME

ME

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BC92.00 TC92.50

BC91.39 TC91.89

BC91.23TC91.73

2.5%

BC 91.25

TC 91.75

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FORE GRADING NOTES AND LEGENDS SEE SHEET C4.0

GRADING NOTES AND LEGENDSBUILDING B AREA

0 105 3015

EXISTING GRAVEL PATHS

RIM ELEVATION: 990.93

REPAIR STRUCTURE

BUILDING B

WEIGHT PIT

RIM ELEVATION: 990.30

REBUILD STRUCTURE

CAUTION:

TUNNEL NO CONSTRUCTION TRAFFIC

C5.0

11STANDARD CURB & GUTTER

WITH UNDERDRAIN

C5.0

11STANDARD CURB & GUTTER

WITH UNDERDRAIN

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AutoCAD SHX Text 992.23

AutoCAD SHX Text 992.66

AutoCAD SHX Text 991.29

AutoCAD SHX Text 993.23

AutoCAD SHX Text 993.86

AutoCAD SHX Text 994.61

AutoCAD SHX Text 994.69

AutoCAD SHX Text 993.37

AutoCAD SHX Text 993.93

AutoCAD SHX Text 995.21

AutoCAD SHX Text 994.44

AutoCAD SHX Text 995.55

AutoCAD SHX Text 992.74

AutoCAD SHX Text 992.02

AutoCAD SHX Text 991.70

AutoCAD SHX Text 991.74

AutoCAD SHX Text 991.46

AutoCAD SHX Text 992.10

AutoCAD SHX Text 992.70

AutoCAD SHX Text 991.92

AutoCAD SHX Text 991.45

AutoCAD SHX Text 991.18

AutoCAD SHX Text 992.05

AutoCAD SHX Text 990.87

AutoCAD SHX Text 991.82

AutoCAD SHX Text 992.15

AutoCAD SHX Text 994.09

AutoCAD SHX Text 994.32

AutoCAD SHX Text 994.87

AutoCAD SHX Text 994.87

AutoCAD SHX Text 995.16

AutoCAD SHX Text 995.06

AutoCAD SHX Text 995.24

AutoCAD SHX Text 995.27

AutoCAD SHX Text 995.18

AutoCAD SHX Text 994.97

AutoCAD SHX Text 995.06

AutoCAD SHX Text 993.37

AutoCAD SHX Text 992.36

AutoCAD SHX Text 993.15

AutoCAD SHX Text 992.90

AutoCAD SHX Text 992.69

AutoCAD SHX Text 991.93

AutoCAD SHX Text 998.42

AutoCAD SHX Text 998.33

AutoCAD SHX Text

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AutoCAD SHX Text

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AutoCAD SHX Text

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EB993.51

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EB993.59

AutoCAD SHX Text

EB993.65

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EB994.06

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EB994.02

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EB994.57

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EB994.90

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EB991.12

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EB990.85

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EB990.64

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EB990.30

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EB990.84

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EB991.78

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EB991.99

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EB991.87

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EB991.65

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EB991.55

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EB991.10

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EB991.08

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EB991.15

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EB991.10

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EB991.24

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EB991.14

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EB991.18

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EB991.44

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EB991.35

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EB992.45

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EB993.71

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EB994.18

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EB994.50

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BC994.24

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BC994.89

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BC995.21

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BC991.24

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BC991.01

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BC990.78

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BC990.48

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BC990.93

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BC991.85

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BC992.69

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BC991.83

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BC991.71

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BC991.27

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BC991.24

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BC991.46

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BC991.59

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BC992.63

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BC993.94

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BC994.66

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BC995.18

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CB427 RIM=990.93

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CB497 RIM=990.29

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CB630 RIM=991.46

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MH607 RIM=990.81

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MH358 RIM=994.68

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MH552 RIM=994.24

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MH581 RIM=993.21

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4" PVC N

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IE=991.46

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4" PVC N

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IE=991.47

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CONDUIT

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ISSUED FOR

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FINAL RECORD

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CONSTRUCTION

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472/23287.JLM

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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: KE, JB

AutoCAD SHX Text

DRAWN: MK, FJ

AutoCAD SHX Text

DESIGNED: JB, KE

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DATE

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APPROVED: KE, JB

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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 01.26.2024

AutoCAD SHX Text State of Michigan Lakeland Correctional Facility - Paving Repairs and Replacement

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 Grading Plan

C4.1

ME

MEME

ME

ME

ME

ME

ME

1.

97.86

97.86

1.

98.00

98.45

1.

98.26

98.19

97.55

97.38

97.25

98.00

998.00

ME

ME

ME

ME

ME

ME

ME

ME

ME

91.42

1.5%

1.5%

1.5%

1.5%

92.15

91.73

92.71

92.34

992.00

992.00

992.00

ME

ME

S

UN

UM

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PL

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I N

E P

SI

R

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Q I

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A N

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M A

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FORE GRADING NOTES AND LEGENDS SEE SHEET C4.0

GRADING NOTES AND LEGENDS

0 105 3015

COURTYARD B2/3

COURTYARD C1/4

AutoCAD SHX Text 995.24

AutoCAD SHX Text 998.23

AutoCAD SHX Text 998.26

AutoCAD SHX Text 996.78

AutoCAD SHX Text 996.87

AutoCAD SHX Text 997.30

AutoCAD SHX Text 997.63

AutoCAD SHX Text 998.27

AutoCAD SHX Text 998.36

AutoCAD SHX Text 998.45

AutoCAD SHX Text 998.40

AutoCAD SHX Text 998.36

AutoCAD SHX Text 998.51

AutoCAD SHX Text 998.49

AutoCAD SHX Text 998.45

AutoCAD SHX Text 998.43

AutoCAD SHX Text 998.42

AutoCAD SHX Text 998.34

AutoCAD SHX Text 998.33

AutoCAD SHX Text 998.26

AutoCAD SHX Text 997.38

AutoCAD SHX Text 997.10

AutoCAD SHX Text 997.03

AutoCAD SHX Text 996.53

AutoCAD SHX Text

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PHONE

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PHONE

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SPIGOT

AutoCAD SHX Text 991.78

AutoCAD SHX Text 992.82

AutoCAD SHX Text 992.79

AutoCAD SHX Text 992.78

AutoCAD SHX Text 993.03

AutoCAD SHX Text 992.80

AutoCAD SHX Text 992.86

AutoCAD SHX Text 992.97

AutoCAD SHX Text 992.85

AutoCAD SHX Text 992.89

AutoCAD SHX Text 991.67

AutoCAD SHX Text 991.24

AutoCAD SHX Text 990.84

AutoCAD SHX Text 991.25

AutoCAD SHX Text 991.37

AutoCAD SHX Text 991.37

AutoCAD SHX Text 992.58

AutoCAD SHX Text 992.56

AutoCAD SHX Text 992.51

AutoCAD SHX Text 992.70

AutoCAD SHX Text

SPIGOT

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PHONE

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SPIGOT

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ISSUED FOR

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FINAL RECORD

AutoCAD SHX Text

CONSTRUCTION

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472/23287.JLM

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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: KE, JB

AutoCAD SHX Text

DRAWN: MK, FJ

AutoCAD SHX Text

DESIGNED: JB, KE

AutoCAD SHX Text

DATE

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APPROVED: KE, JB

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TUEBOR

AutoCAD SHX Text C

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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 01.26.2024

AutoCAD SHX Text State of Michigan Lakeland Correctional Facility - Paving Repairs and Replacement

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 Grading Plan

C4.2

ME

ME

ME

ME

ME

ME

ME

ME

1.0%

92.84

1.

0%

1.

0%

92.51

92.29

1.

92.08

92.18

S

UN

UM

E

PL

UR

IB

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FORE GRADING NOTES AND LEGENDS SEE SHEET C4.0

GRADING NOTES AND LEGENDS

0 105 3015

COURTYARD C2/3

AutoCAD SHX Text 992.72

AutoCAD SHX Text 992.50

AutoCAD SHX Text 992.72

AutoCAD SHX Text 993.02

AutoCAD SHX Text 992.94

AutoCAD SHX Text 993.01

AutoCAD SHX Text 992.94

AutoCAD SHX Text 992.95

AutoCAD SHX Text 993.02

AutoCAD SHX Text 992.93

AutoCAD SHX Text 992.87

AutoCAD SHX Text 992.82

AutoCAD SHX Text 992.71

AutoCAD SHX Text 992.23

AutoCAD SHX Text 991.93

AutoCAD SHX Text 991.85

AutoCAD SHX Text 991.51

AutoCAD SHX Text 990.74

AutoCAD SHX Text

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PHONE

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PHONE

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SPIGOT

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ISSUED FOR

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FINAL RECORD

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CONSTRUCTION

AutoCAD SHX Text

472/23287.JLM

AutoCAD SHX Text

SHEET

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IDENTIFICATION NO.

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FILE NO.

AutoCAD SHX Text

PRELIMINARY

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CHECKED: KE, JB

AutoCAD SHX Text

DRAWN: MK, FJ

AutoCAD SHX Text

DESIGNED: JB, KE

AutoCAD SHX Text

DATE

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APPROVED: KE, JB

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TUEBOR

AutoCAD SHX Text C

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AutoCAD SHX Text S

AutoCAD SHX Text M

AutoCAD SHX Text P

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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 01.26.2024

AutoCAD SHX Text State of Michigan Lakeland Correctional Facility - Paving Repairs and Replacement

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 Grading Plan

C4.3

UM

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S S

EXISTING CONDITION

S S

2.

0"

REMOVE

EXISTING

4.5"-5.5" BIT.

PAVEMENT

Not to Scale

Loading Dock, Heavy Duty Asphalt

3.

0"

REMOVE EXISTING

5"- 6"

AGGREGATE BASE

AND SUB BASE AS

NECESSARY FOR

NEW PAVEMENT

CROSS SECTION COMPACT AND PROOF ROLL

SUBGRADE. INSTALL NEW MDOT 21AA

LIMESTONE BASE, IF NECESSARY

UNDERCUT AT DIRECTION OF

ENGINEER.

2.5" MDOT 4C

WEARING COURSE

MDOT SS-1H

TACK COAT

3.0" MDOT 3C LEVELING

COURSE

S S

EXISTING CONDITION

S S

1.

5"

M

IN

REMOVE

EXISTING

2.25"-4" BIT.

PAVEMENT

Not to Scale

Loading Dock, Standard Duty Asphalt

2.

0"

REMOVE EXISTING

4"- 9"

AGGREGATE BASE

AND SUB BASE AS

NECESSARY FOR

NEW PAVEMENT

CROSS SECTION COMPACT AND PROOF ROLL

SUBGRADE. INSTALL NEW MDOT 21AA

LIMESTONE BASE, IF NECESSARY

UNDERCUT AT DIRECTION OF

ENGINEER.

1.5" MDOT 36A

WEARING COURSE

MDOT SS-1H

TACK COAT

2.0" MDOT 13A LEVELING

COURSE

NOTES:

CONSTRUCTION MANAGER SHALL INSPECT ALL FORMS AND REVIEW JOINT

PLACEMENT PRIOR TO POUR.

1.

2.

3.

1/2" EXPANSION JOINTS SHALL BE SPACED SUCH THAT NO SINGLE DIMENSION

EXCEEDS 40 LINEAL FT. AND THE AREA ISOLATED BY THE EXPANSION JOINTS

SHALL NOT EXCEED 500 SQ. FT. SEAL ALL EXPANSION JOINTS.

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

SIDEWALK ABUTS CONCRETE CURB OR EXISTING SIDEWALK.

HAND TOOL JOINTS TO 1/4 SLAB THICKNESS. IF NECESSARY TO ACHIEVE

JOINT DEPTH, SAWCUT WITHIN HAND TOOLED JOINT TO ACHIEVE FULL DEPTH.

4.

4000 PSI CONCRETE

COMPACTED SUBGRADE

1/4 " WIDE TOOLED JOINT LOCATED

AS SHOWN ON PLAN. 1/8" RADIUS

MDOT 21AA COMPACTED TO 95%

MAX. DENSITY.

LIGHT BROOM FINISH PARALLEL TO

JOINTS. ON SLOPES EXCEEDING

4% USE HEAVY BROOM FINISH

PARALLEL TO TRANSVERSE JOINTS.

6" 4"

8" 6"

ST

A

N D

A

RD

D U

TY

H

EA

V Y

D U

TY

TOOLING.

SPEED DOWELS 24" O.C. AT

EXPANSION JOINTS. MINIMUM

TWO ON EACH EDGE OF POUR

PAPER EXPANSION JOINT WITH

SEALANT

Loading Dock and Building B, Concrete Pavement Not to Scale

S S

EXISTING CONDITION

S S

2" T

O

REMOVE

EXISTING 6"-8"

BIT. PAVEMENT

Not to Scale

Asphalt to Grass

4.

0"

EXISTING

4"- 9"

AGGREGATE BASE

MDOT CLASS III FILL

4.0" TOPSOIL AND

HYDROSEED

Not to Scale

Standard Curb & Gutter / MDOT F4

2' - 0"

4" 4"

1"

4"

9"

2"R

2"R 6"

DROP CURB

COMPACTED SUBGRADE

#4 REBAR

S

3/

8"

5 1/2" 1 3/4"

CONCRETE CURB & GUTTER

WITH LIGHT BROOM FINISH

PARALLEL TO ROADWAY

GRASS

ASPHALT MILLINGS BASE AND CONCRETE

GUTTER THICKNESS TO REMAIN CONSISTENT

WITH SPILL IN / SPILL OUT GUTTER ANGLE; TYP.

Not to Scale

Concrete Ramp-Type 2; Typ.

TYP.2'-0"

2"

6" 6"

STANDARD CURB &

GUTTER/MDOT F4 REFERENCE

DRAWING FOR LOCATIONS

COURTYARD

SIDEWALK

V A

RI

ES

SE

E

PL

A N

S

VARIES;

SEE PLANS

0.0'

0.0'

0.5' TC

0.5' TC

0.0'

0.0'

1.5% MAX

DO NOT EXCEED

4.5% MAX

DO NOT EXCEED

NOTE:

SEE GRADING PLAN FOR EXACT SPOT

GRADES AND SLOPES.

FIELD VERIFY ALL GRADES WITH ENGINEER.

S S

EXISTING CONDITION

S S

4"REMOVE

EXISTING 3"-4"

BIT. PAVEMENT

Not to Scale

Courtyard, Sidewalk at Frost Free Footings

EXISTING

AGGREGATE BASE

EXISTING 7"

CONCRETE

4000 PSI CONCRETE

S S

EXISTING CONDITION

S S

REMOVE

EXISTING 3"-4"

BIT. PAVEMENT

Not to Scale

Courtyard Restoration

EXISTING

AGGREGATE BASE

EXISTING 7"

CONCRETE

10"-11" OF TOPSOIL OVER

MDOT CLASS II MATERIAL

TO MEET SPECIFIED GRADE

HYDROSEED

S S

EXISTING CONDITION

S S

1.

5"

M

IN

REMOVE

EXISTING

2.25"-4" BIT.

PAVEMENT

Not to Scale

Building B, Standard Duty Asphalt

2.

0"

REMOVE EXISTING

SUB BASE AS

NECESSARY FOR

NEW PAVEMENT

CROSS SECTION

COMPACT AND PROOF ROLL

SUBGRADE. INSTALL ASPHALT MILLING

BASE, IF NECESSARY UNDERCUT AT

DIRECTION OF ENGINEER.

1.5" MDOT 4E1

WEARING COURSE

MDOT SS-1H

TACK COAT

2.0" MDOT 4E1 LEVELING

COURSE

Not to Scale

Standard Curb & Gutter with Underdrain

S

STANDARD CURB &

GUTTER/MDOT F4 REFERENCE

DRAWING FOR LOCATIONS

ADJACENT PAVEMENT

S

3"

12"

PEA GRAVEL BACKFILL

6" HDPE PERFORATED WRAPPED

UNDERDRAIN

Not to Scale

Edge Dock Leveler

11"

60"

82"

10" 8"

.7

5"

EZ PULL HANDLE APP. 45"

S S

EXISTING CONDITION

S

REMOVE

EXISTING 3"-4"

BIT. PAVEMENT

Not to Scale

Courtyard, Asphalt

EXISTING

AGGREGATE BASE

EXISTING

7" CONCRETE

EXISTING CONCRETE

7"

S

1.

5"

2.

0"

TENSAR GLAVSPAVE GP25

2.0" MDOT 13A

LEVELING COURSE

MDOT SS-1H TACK

COAT

1.5" MDOT 36A

WEARING COURSE

AutoCAD SHX Text

ISSUED FOR

AutoCAD SHX Text

FINAL RECORD

AutoCAD SHX Text

CONSTRUCTION

AutoCAD SHX Text

472/23287.JLM

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

IDENTIFICATION NO.

AutoCAD SHX Text

FILE NO.

AutoCAD SHX Text

PRELIMINARY

AutoCAD SHX Text

CHECKED: KE, JB

AutoCAD SHX Text

DRAWN: MK, FJ

AutoCAD SHX Text

DESIGNED: JB, KE

AutoCAD SHX Text

DATE

AutoCAD SHX Text

APPROVED: KE, JB

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 01.26.2024

AutoCAD SHX Text State of Michigan Lakeland Correctional Facility - Paving Repairs and Replacement

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 C5.0

Paving And Construction Details

UM

E

PL

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ph

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CONCRETE

1/2" EXPANSION

MATERIAL AS REQUIRED

PER SURFACE CONDITION

AND CAULK ALL JOINTS

1"

3"

SEE PLAN FOR SURFACE

TYPE, THICKNESS AND

ELEVATION

1/2" EXPANSION MATERIAL

AS REQUIRED PER SURFACE

CONDITION, CAULK ALL

JOINTS

18"

CONCRETE CAP MOUNTED 1"

ABOVE EDGE OF STEEL

BOLLARD

6" GALVANIZED SCHEDULE 40 STEEL PIPE

OR SCHEDULE 40 STEEL PIPE WITH 2

COATS OF PRIMER, CONCRETE FILLED

(f'c=3,000 PSI MIN.)

6" (TYP.)

6" YELLOW PLASTIC

BOLLARD CASE

NOTE TO DESIGNER:

6" YELLOW PLASTIC BOLLARD SLIPCOVERS BY: IDEAL SHIELD AT

WWW.IDEALSHIELD.COM OR POSTGUARD (YELLOW WITH BLUE STRIPING)

AT WWW.POSTGUARD.COM/BOLLARDCOVERS.PH OR APPROVED EQUAL

NO SCALE

Bollard

4.00'

1.00'

2.

3' -6

M

IN

8" PER FOOT SLOPE

0.

8" BELOW FINISHED FLOOR

ELEVATION

4" MIN. HAUNCH

ADJACENT PAVEMENT

SYSTEM

CORRUGATED

METAL DECK

CLASS II COMPACTED

AGGREGATE OR UNDISTURBED

SUBGRADE UNDER METAL DECK

UNDISTURBED SUBGRADE

#4 x 4' REBAR @ 18" O.C. (TYP.)

STAGGER SPACING WITH OPPOSITE WALL

BUILDING FOUNDATION - BUTT

FOOTING AND SIDEWALK AS COLD

JOINT AT DOOR SIDE OF

FOUNDATION

CLASS II AGGREGATE

EXPANSION JOINT

NO SCALE

Frost Free Footing 3

NO SCALE

Roll Curb & Gutter / MDOT D2 (Mod.)

12"R6"R

ADJACENT TREATMENT

VARIES

DROP CURB

6" COMPACTED AGGREGATE

BASE AS SPECIFIED

COMPACTED SUBGRADE

#4 REBAR

CONCRETE CURB & GUTTER

WITH LIGHT BROOM FINISH

PARALLEL TO ROADWAY

2'-0"

4" 10" 10"

3"

1' -2

4"

0.

9"

7"

4"

BUILDING DOOR

TOP OF GRADE

VARIES

#4 EPOXY COATED BARS @ 12"

(VERT. & HORIZ.) EACH SIDE

CAST-IN-PLACE REINFORCED

3,500 PSI CONC. WALL

PITCH @ 18"

PER FOOT

NOTE: LIGHT SANDBLAST FIN.

ON EXPOSED SURFACES

#4 EPOXY COATED BAR WITH

MIN DIA STANDARD HOOK @

12" O.C. (ROTATE AS

NECESSARY BETWEEN SIDES)

7" MIN. EMBEDMENT

(CORED 58" DIA., 12" O.C.)

EX. WEIR

#4 EPOXY COATED

BARS @ 12"

PR. WEIR

BRUSH ON ACRYLIC LATEX BINDER

(PREPARE EXISTING SURFACE PER

LATEX BINDER MANUFACTURER'S

RECOMMENDATIONS)

WALL CONNECTION

NO SCALE

Concrete Wall Extension

WALL

AutoCAD SHX Text

ISSUED FOR

AutoCAD SHX Text

FINAL RECORD

AutoCAD SHX Text

CONSTRUCTION

AutoCAD SHX Text

472/23287.JLM

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

IDENTIFICATION NO.

AutoCAD SHX Text

FILE NO.

AutoCAD SHX Text

PRELIMINARY

AutoCAD SHX Text

CHECKED: KE, JB

AutoCAD SHX Text

DRAWN: MK, FJ

AutoCAD SHX Text

DESIGNED: JB, KE

AutoCAD SHX Text

DATE

AutoCAD SHX Text

APPROVED: KE, JB

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 01.26.2024

AutoCAD SHX Text State of Michigan Lakeland Correctional Facility - Paving Repairs and Replacement

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 C5.1

Paving And Construction Details

File details come from the government source that posted it. Updated .