DTMB Addendum 2 - Lakeland.pdf

PDF 2 MB Posted Feb 16, 2024

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 · Apr 3, 2024

This document is an Addendum to a construction bid for the Lakeland Correctional Facility - Paving Improvement Project, issued by the Michigan Department of Technology, Management and Budget, State Facilities Administration, Design and Construction Division. The Addendum provides clarification on the project scope, including details about the courtyard work, hazard area boundaries, and revisions to the bidder's checklist. It also includes plan clarifications regarding the base bid and add alternate work. A pre-bid walk-through attendance sheet is attached. The bid opening date is February 28, 2024.

The Addendum specifies that the base bid shall include a dock leveler and concrete at the top of the loading dock, while add alternate #1 shall include the removal of the existing asphalt and concrete in the courtyard areas and the placement of new concrete design. The document also provides instructions for acknowledging the Addendum in the bid submission.

View the file

Other files

File	Type	Posted
Addendum 1 - Lakeland 23287.pdf	PDF	Feb 16, 2024
Lakeland CF Bid-Set 1 of 2.pdf	PDF	Feb 16, 2024
231464 - Lakeland Correctional Facility Pavement Investigation Report - 9-20-23.pdf	PDF	Feb 16, 2024
Lakeland CF Bid-Set 2 of 2.pdf	PDF	Feb 16, 2024
MICHSpec (Rev03-2022) V1.4 - Lakeland CF Re-Bid.pdf	PDF	Feb 16, 2024
DTMB0415 AdvertismentRev 0222 Re-Bid.pdf	PDF	Feb 16, 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

2/16/2024

PROJECT NAME

Lakeland Correctional Facility – Paving Improvement Project

FILE NUMBER

472/23287.JLM

PROFESSIONAL

Beckett & Raeder, Inc.

PROJECT DIRECTOR

Josiah Meyers

BID OPENING DATE:

2/28/2024

ADDENDUM ITEMS:

Pre-Bid Walk-Though Notes:

1. Courtyard work: Contractor shall complete each courtyard work in two or more phases, noting that one ingress/egress door to the building shall be maintained at all times during construction.

2. Contractor to ensure boundaries of hazard areas on the site are clearly marked by caution tape at all times. Do not leave open edges of demolition or excavation along active walkways with a height differential exceeding 10” at the end of each workday.

Specifications:

1. Attachment A to Section 00100 - Bidder’s Checklist, the dates shall be revised to 2/21/24 as shown here:

BEFORE BID OPENING:

2/21/2024 − Due date for delivery to the Professional of written proposals seeking to have the Professional consent to naming additional materials or equipment by Addenda. (Reference: Section 00100, Paragraph 7.2).

2/21/2024 − Bidder inquiries received after this date will not be answered, unless answered through Addenda issued at least seventy-two (72) hours before Bid opening (Business Days only), the Bid opening is postponed by Addendum, or the Work is rebid following post-Bid Addenda. (Reference: Section 00100, paragraph 4.1).

Plan Clarification:

1. Base Bid shall include the dock leveler and the concrete at the top of the loading dock.

2. Courtyard Areas include existing asphalt on top of existing concrete.

a. Base Bid for the courtyard areas shall include the removal of the existing asphalt and placement of new asphalt.

b. Add Alt #1 for the courtyard areas shall include the removal of the existing asphalt & existing concrete and placement of the new courtyard of design on Sheet C3.2.

Other Items:

1. Pre-Bid Walk-Through attendance sheet is attached.

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: 2/16/2024

APPROVED BY:

PROJECT DIRECTOR: DATE: 2/16/2024

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DEMOLITION & SESC LEGEND

LIMIT OF WORK LINE

INLET FILTER / SEDIMENT TRAP

REMOVE ITEM

PROTECT ITEM

SALVAGE ITEM TO OWNERS

SAWCUT

CURB REMOVAL

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 EXISTING UTILITIES

AND SHALL BE RESPONSIBLE FOR PROTECTION AND RESTORATION OF SAME IF

DAMAGED AS A RESULT OF CONTRACTOR'S OPERATIONS.

3. ALL ITEMS NOT INDICATED FOR REMOVAL SHALL REMAIN UNDISTURBED AND

PROTECTED. CONTRACTOR SHALL FULLY RESTORE ANY ITEMS/MATERIALS

DAMAGED DURING CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER.

4. ALL CONCRETE PAVEMENT AND CURB REMOVALS SHALL BE TO THE NEAREST

JOINT BEYOND INDICATED EXTENT.

5. CONTRACTOR SHALL MAINTAIN CLEAN SAW CUT EDGES FOR PROPOSED WORK

TO ABUT. BROKEN EDGES RESULTING FROM CONTRACTOR'S FAILURE TO PROTECT

THE EDGE WILL BE SAW CUT BEYOND THE BREAKS AT THE NEAREST JOINT, AT THE

CONTRACTOR'S EXPENSE.

6. ALL REMOVALS SHALL BE SAW CUT FULL DEPTH AND COORDINATED WITH

LAYOUT / GRADING PLANS.

7. REMOVALS SHALL INCLUDE SUBSOIL/EXISTING BASE MATERIALS TO FULL DEPTH

REQUIRED FOR INSTALLATION OF NEW WORK INCLUDING BASE COURSE. ALL

EXCAVATIONS SHALL PROVIDE ADEQUATE SOIL SUPPORT THROUGH THE USE OF

ADEQUATE CUT SLOPES OR STRUCTURAL SHORING.

8. CONTRACTOR SHALL REPAIR ALL DISTURBED TURF AREAS OUTSIDE OF PROJECT

LIMITS DAMAGED DURING CONSTRUCTION.

9. ALL TOPSOIL AND ORGANIC MATERIAL SHALL BE REMOVED FROM UNDER

PROPOSED PAVED AREAS.

10. ALL SPOIL MATERIAL, INCLUDING TOPSOIL, TO BE REMOVED OFF SITE AND

DISPOSED IN A LEGAL MANNER.

11. LAWN AND TOPSOIL REMOVALS AROUND EXISTING TREES TO BE PERFORMED

WITH EXTREME CARE. REMOVALS TO BE COMPLETED BY HAND. NO HEAVY

EQUIPMENT ALLOWED BENEATH TREE CANOPY.

12. DISCHARGE OF WATER, DUST, OR DEBRIS FROM CONCRETE AND ASPHALT WORK

TO STORM OR SANITARY SYSTEMS IS PROHIBITED.

13. STORM DRAINS MUST BE PROTECTED FROM DUST AND DEBRIS.

14. ANY WATER USED DURING CONCRETE AND ASPHALT WORK (INCLUDING

SWEEPING AND SAWCUTTING) MUST BE CONTAINED AND COLLECTED FOR

PROPER DISPOSAL. SUGGESTED CONTROLS INCLUDE WET VACUUM OR

ABSORBENTS.

DEMOLITION NOTES

FOOD SERVICE LOADING AREA

0 3015 9045

ALL DRAWINGS SHOWN AT 1" = 30'

BUILDING B AREA

REMOVE EXISTING CONCRETE PAVING

REMOVE EXISTING BITUMINOUS ASPHALT

OVER CONCRETE

REMOVE EXISTING GRAVEL

ASPHALTR

ASPHALT R

REMOVE EXISTING GRASS

GRAVELR

GRASSR

ASPHALT AND BASER

CURB AND GUTTERR

CURB AND GUTTER R

CONCRETE R

CURB AND GUTTER R

GRAVEL

ASPHALT R

ASPHALTR

ASPHALT AND BASER

ASPHALT R

CONCRETE R

WALL P

CONCRETE R

ASPHALTR

BENCHR

BBALL HOOPSR

BENCH R

BENCHR

BB HOOPR

BENCH R

BENCHR

BB HOOPR

BENCH R

ALL PHONE, SPIGOTS P

AND UTILITY CONNECTIONS

ALL PHONE, SPIGOTS P

AND UTILITY CONNECTIONS

ALL PHONE, SPIGOTS PAND UTILITY CONNECTIONS

EDGE DOCK LEVELER

FENCE

CONCRETE R

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

C2.1

1 INLET PROTECTION

FABRIC DROP, TYP.

C2.1

1 INLET FILTER, TYP

REMOVE EXISTING BITUMINOUS ASPHALT

REMOVE CONCRETE AT TOP OF

LOADING DOCK

CONCRETER

WORKOUT SEQUIPMENT

TABLES ANCHORED TO CONCRETE WITH CHAIN, TYP.S

HORSESHOE EQUIPMENT

CONCRETE P

FROST FREE FOOTING, ALL DOORS, TYPP

DOWN SPOUTS P

NO SCALE

Inlet Protection-Fabric Drop

INSTALLATION DETAIL

STANDARD SYMBOL

2'-0"

ISOMETRIC VIEW

4'-0"

3' -0

INLET

GRATE

1" REBAR FOR

BAG REMOVAL

FROM INLET

DOWN SPOUTSP

TABLES ANCHORED TO CONCRETE WITH CHAIN, TYP.

CAUTION:

TUNNEL NO CONSTRUCTION TRAFFIC

COURTYARD B2/3

COURTYARD C1/4

COURTYARD C2/3

COURTYARD B2/3

COURTYARD C2/3

COURTYARD C1/4

CONTRACTOR TO KEEP ONE

MEANS OF INGRESS/EGRESS OPEN

DURING COURTYARD

CONSTRUCTION

DOWN SPOUTS P

1INLET PROTECTION-FABRIC

DROP, TYP.

WALKING TRACK P

CONCRETER

CONTRACTOR TO KEEP ONE

MEANS OF INGRESS/EGRESS OPEN

DURING COURTYARD

CONSTRUCTION

CONCRETER

CONTRACTOR TO KEEP ONE

MEANS OF INGRESS/EGRESS OPEN

DURING COURTYARD

CONSTRUCTION

BASE BID

CAUTION:

TUNNEL NO CONSTRUCTION TRAFFIC

COURTYARD DEMOLITION: IN ADDITION TO REMOVING

THE EXISTING BITUMINOUS ASPHALT, ALSO REMOVE

THE EXISTING CONCRETE PAVEMENT LOCATED UNDER

THE ASPHALT

ADD ALTERNATE NO.1

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COURTYARD DEMOLITION: IN ADDITION TO REMOVING

THE EXISTING BITUMINOUS ASPHALT, ALSO REMOVE

THE EXISTING CONCRETE PAVEMENT LOCATED UNDER

THE ASPHALT

COURTYARD DEMOLITION: IN ADDITION TO REMOVING

THE EXISTING BITUMINOUS ASPHALT, ALSO REMOVE

THE EXISTING CONCRETE PAVEMENT LOCATED UNDER

THE ASPHALT

AutoCAD SHX Text

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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CONCRETE

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GRASS

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GRASS

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GRASS

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ASPHALT

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LANDSCAPING

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CONCRETE

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STEPS

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GRAVEL

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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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GRAVEL

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ASPHALT

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GRASS

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PHONE

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PHONE

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BENCH

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BENCH

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BENCH

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ASPHALT

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CONCRETE

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GRAVEL

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STONE

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STONE

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GRASS

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STONE

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STONES

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ASPHALT

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14 MAPLE

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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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GRASS LINE

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BB HOOP

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SPIGOT

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CONDUIT

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GRATE

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BB HOOP

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PHONE

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PHONE

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BB HOOP

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CB1058 RIM=996.25

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OUTLET

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ELEC BOX

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SPIGOT

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SPIGOT

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MH974 RIM=997.39

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GRAVEL

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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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GRAVEL

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ASPHALT

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ASPHALT

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ASPHALT

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WALL

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GRAVEL

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BUSHES

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BB HOOP

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SPIGOT

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PHONE

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GRASS

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ASPHALT

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BENCH

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BENCH

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CONCRETE

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BB HOOP

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BB HOOP

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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 01.24.2024

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 C2.1

AutoCAD SHX Text Demolition and Soil Erosion and Sedimentation Control Plans

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FOOD SERVICE LOADING AREA

BUILDING B AREA

0 3015 9045

ALL DRAWINGS SHOWN AT 1" = 30'

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

C5.0

5COURTYARD,

ASPHALT

S.D. COLORED CONCRETE PAVEMENT

CONTROL JOINT

EXPANSION JOINT

6" UNDERDRAIN

REBUILD STRUCTURE

C5.0

11STANDARD CURB & GUTTER

WITH UNDERDRAIN

C5.0

4BUILDING B, STANDARD

DUTY ASPHALT

C5.0

10 CONCRETE RAMP-

TYPE 2

C5.0

11 STANDARD CURB & GUTTER

WITH UNDERDRAIN

C5.0

2 LOADING DOCK

STANDARD DUTY ASPHALT

C5.0

1 LOADING DOCK,

HEAVY DUTY ASPHALT

C5.0

2LOADING DOCK

STANDARD DUTY ASPHALT

C5.0

12 EDGE DOCK LEVEL

BASE BID

CONCRETE AND EDGE DOCK LEVER

C5.0

5COURTYARD,

ASPHALT

C5.0

5COURTYARD,

ASPHALT

C5.0

10CONCRETE RAMP-

TYPE 2

LAWN RESTORATION

12" TOPSOIL FOR PLANTING BEDS

LAWN RESTORATION, TYP.

REGRADE LAWN AREA TO

ELIMINATE BERM TO ALLOW FOR

POSITIVE DRAINAGE TO THE

SOUTH.

C5.0

4LOADING DOCK AND BUILDING

B, CONCRETE PAVEMENT

CAUTION:

TUNNEL NO CONSTRUCTION TRAFFIC

REPAIR STRUCTURE

C5.0

4 LOADING DOCK AND BUILDING

B, CONCRETE PAVEMENT

COURTYARD B2/3

COURTYARD C1/4

COURTYARD C2/3

COURTYARD B2/3

COURTYARD C2/3

COURTYARD C1/4

EXISTING GRAVEL WALK

C5.1

4 CONCRETE WALL EXTENSION

C5.1

2FROST FREE FOOTING

FOOD SERVICE/LOADING DOCK

ALTERNATE DESIGN OF COURTYARDS FEATURING CONCRETE WALKS AND PLANTINGS.

SEE SHEET C3.2

ADD ALTERNATE NO.1

C5.0

4LOADING DOCK AND BUILDING

B, CONCRETE PAVEMENT

D D

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C5.0

4 LOADING DOCK BUILDING

B, CONCRETE PAVEMENT

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BUSHES

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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

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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 C3.1

Layout And Materials Plan

EX TOP OF

DOCK (99.65)

96.10ADJUST RIM 96.00 96.10

97.70

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

3.4%

97.00

1.25%1.25%

ME98.31

ME98.12

ME98.24

4.0%

HP98.45

ME97.42

2.3%

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%

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, TYP.

C5.1

1BOLLARD, TYP.

D D

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EB999.06

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EB999.10

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EB999.07

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EB999.16

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EB999.25

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EB999.14

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AutoCAD SHX Text 999.50

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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 999.25

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 999.49

AutoCAD SHX Text 999.26

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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 01.24.2024

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 Grading Plan

AutoCAD SHX Text 931.83

C4.0

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