22271 Drawing Package 1.pdf

6 MB Posted

Attached to
472/22271. ABG; Newberry CF - Facility Pavement Repair Ph 1
Solicitation number
RFQ - 171 - 230000000101
Issued by
Luce County, Michigan

About this file

Written by GovTribe AI ·

This document is a drawing package for a pavement repair and replacement project at the Newberry Correctional Facility, a state facility located in Luce County, Michigan. The project scope includes demolition and removal of existing concrete and asphalt paving, curbs, and other site elements, as well as installation of new paving, concrete work, and landscaping. The work is divided into three distinct areas and must be completed in accordance with all applicable codes and standards. Bids are due on January 11, 2023. Contractor responsibilities include protecting existing utilities, maintaining site access and safety, and restoring any damage caused by construction activities. The contractor will also be required to implement soil erosion and sedimentation control measures throughout the project.

Pricing for the project is not specified in the document. The project is being managed by the Michigan Department of Technology, Management and Budget, Design and Construction Division on behalf of the State Facilities Administration. Funding sources and amounts are not provided. This is a state and local government contract opportunity, and the project will take place within Luce County, Michigan.

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Other files

File Type Posted
22271 Addendum 1.pdf PDF
22271 Addendum 1 Specs.pdf PDF
22271 Addendum 2.pdf PDF
22271 Drawing Package 2.pdf PDF
22271 Addendum 1 Drawing Pkg 1.pdf PDF
22271 Project Advertisement.pdf PDF
22271 Specifications.pdf PDF
22271 Drawing Package 3.pdf PDF
22271 Addendum 1 Pavement Report.pdf PDF
22271 Addendum 1 Drawing Pkg 3.pdf PDF
22271 Addendum 1 Drawing Pkg 2.pdf PDF
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PAVEMENT REPAIR / REPLACEMENT PHASE 1 Date Issued: 12/12/22

Issued for: BIDS MICHIGAN DEPARTMENT OF CORRECTION/ NEWBERRY CORRECTIONAL FACILITY Bids Due: 01/11/23

CODES AND STANDARDS

1.

2.

3.

CONTRACTOR TO COMPLY WITH LATEST CONSTRUCTION CODE.

CONSTRUCTION TO COMPLY WITH NATIONAL FIRE PROTECTION ASSOCIATION STANDARDS

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

CONSTRUCTION TO APPLY TO OSHA AND MIOSHA CODES AND STANDARDS.

GENERAL NOTES

1.

2.

3.

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.

OWNER

SHEET INDEX

535 West William, Suite 101

Planning & Engineering Landscape Architecture

Beckett & Raeder, Inc.

Ann Arbor, MI 48103

663.2622 663.6759 ph fx

Beckett&Raeder RB i

Professional Service Contractor

Cover Sheet EC1.0 Existing Conditions C1.0 Demolition and SESC Plan - Overall C1.1 Demolition and SESC Plan - Area A C1.2 Demolition and SESC Plan - Area B C1.3 Demolition and SESC Plan - Area C C1.4 SESC Details C2.0 Layout and Materials Plan - Overall C2.1 Layout and Materials Plan - Area A C2.2 Layout and Materials Plan - Area B C2.3 Layout and Materials Plan - Area C C3.0 Grading and Utilities Plan - Overall C3.1 Grading and Utilities Plan - Enlargement 1 C3.2 Grading and Utilities Plan - Enlargement 2 C3.3 Grading and Utilities Plan - Enlargement 3 C3.4 Grading and Utilities Plan - Enlargement 4 C3.5 Stormwater Profiles C4.0 Site Details C4.1 Utility Details C5.0 Landscape Restoration Plan

IDENTIFICATION

Alan Goschka

DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

STATE OF MICHIGAN

ADAM P. LACH, RA, DIRECTOR

DESIGN AND CONSTRUCTION DIVISION

LOCATION

Newberry Correctional Facility 13747 Co Rd 428 Newberry, MI 49868

STATE FACILITIES ADMINISTRATION

State of Michigan Project Director

FILE NO: 472/22271.ABG

ACCT NO: 472/MCFMaintProj

Location Maps

NOT TO SCALE

NEWBERRY

MDOC NEWBERRY CORRECTIONAL FACILITY

STATE HWY M 28

VICTORY WAY

COUNTY HWY 462

COUNTY RD 428

SITE LOCATION

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CAUTION STEAM TUNNEL

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NEWBERRY

CORRECTIONAL FACILITY

1ST STREET

STA

TE STREET

GUY ANCHOR

FLAG

F FIBER OPTIC MARKER

TELEPHONE PEDESTAL

TELEPHONE POLE

CONIFEROUS TREE

MISCELLANEOUS

BUSH

SANITARY MANHOLE

AC AIR CONDITIONER

ROCK

CATCH BASIN - ROUND

CLEANOUT

BENCHMARK

TRANSFORMER

HYDRANT

LIGHT POLE

MANHOLE

POST INDICATOR VALVE

POWER POLE

POST

SIGN - SINGLE POST

TREE

SPOT ELEVATION

SQUARE HAND HOLE

WATER MANHOLE

ELECTRIC MANHOLE

W WATER SHUTOFF

BENCHMARK/CONTROL POINT

EXISTING CONDITIONS LEGEND

ASPHALT TRACK

EC

1.0

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 BENCHMARK NOTES AND CONTROL COORDINATES

SURVEY NOTES

HORIZONTAL CONTROL: MICHIGAN STATE PLANE COORDINATES, NAD83, 2011,

NORTH ZONE, GEOID18, INTERNATIONAL FEET.

VERTICAL DATUM: NAVD88.

CONTROL COORDINATES

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

1 567195.10 26625349.49 884.92 CP

2 567331.86 26625502.17 887.14 MP

3 567179.37 26625122.52 885.76 MP

4 568136.88 26624182.40 893.55 MP

5 567981.14 26624332.06 892.43 MP

MAINTENANCE

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AutoCAD SHX Text CONC PAD 12x12"

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FUEL TANK

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TRENCH DRAIN

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30 SPRUCE

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RED

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YELLOW

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36 MAPLE

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STEPS

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STEAM TUNNEL

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SAN

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6' DEEP

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6' DEEP

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6' DEEP

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6' DEEP

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5' DEEP

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4' DEEP

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3.5' DEEP

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3' DEEP

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4' DEEP

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4' DEEP

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5.5' DEEP

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4.5' DEEP

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3.5' DEEP

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ISSUED FOR

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FINAL RECORD

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CONSTRUCTION

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472/22271.ABG

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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

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DRAWN: AT

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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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DEC 12, 2022

AutoCAD SHX Text Newberry Correctional Facility - Pavement Repair / Replacement Phase 1

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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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PROJECT NO.

Existing Conditions Plan kip5861

NCF steam system layout

GRADING PNG

CAUTION STEAM TUNNEL

2' CB

RIM = 886.10

12" RCP SE I.E. = 883.61

COUNTY RD 428

COUNTY RD 428

F kip5861

NCF steam system layout

S

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DEMOLITION & SESC LEGEND

S

P

R REMOVE ITEM

PROTECT ITEM

SALVAGE ITEM TO OWNER

A ABANDON ITEM

C1 .0

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. OWNER TO COORDINATE WITH RESPECTIVE UTILITY COMPANY FOR

REMOVAL OF EXISTING TRANSFORMER, ELECTRICAL, CABLE, TELEPHONE

AND FIBER OPTIC LINES.

9. CONTRACTOR SHALL REPAIR ALL DISTURBED TURF AREAS OUTSIDE OF

PROJECT LIMITS DAMAGED DURING CONSTRUCTION.

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

PROPOSED FOOTINGS, SLABS, AND PAVED AREAS.

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

DISPOSED IN A LEGAL MANNER.

12. 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.

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

WORK TO STORM OR SANITARY SYSTEMS IS PROHIBITED.

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

15. 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

Know what's below.

before you dig.Call

R

10050 3001500 10050 300150

NEWBERRY

CORRECTIONAL FACILITY

1ST STREET

STA

TE STREET

DEMOLITION & SESC KEY PLAN

REMOVE EXISTING CONCRETE PAVING;

BASE TO REMAIN

REMOVE EXISTING BITUMINOUS PAVING;

BASE TO REMAIN

REMOVE TREE

XXXXXXXXXXXXXXX REMOVE CURB AND GUTTER

SAWCUT PAVEMENT

REMOVE EXISTING GRAVEL

REMOVE LAWN

REMOVE ASPHALT PAVEMENT AND

BASE AND RESTORE TO LAWN

LIMIT OF DISTURBANCE

REMOVE EXISTING CONCRETE AND

BASE AND RESTORE TO LAWN

PROPOSED TOPSOIL STOCKPILE AREA

E8 PROPOSED PERMANENT SEEDING

PROPOSED STABILIZED

CONSTRUCTION ACCESS

SOIL BORING NO.

FILTER FABRIC FENCEFF FF

SESC NOTES

SEE SHEET C1.4

B1

S53

S53

S53 S53

S53

ALTERNATIVE #1

ALTERNATIVE #2

ALTERNATIVE #3

ALTERNATIVE BOUNDARY

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CB840 RIM=886.20

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CB846 RIM=886.29 SQ SOLID COVER

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CB982 RIM=887.36

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CB983 RIM=887.39

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CB1027 RIM=886.66 6" SW 885.91

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CB1231 RIM=888.85

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CB1398 RIM=886.36

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CB1399 RIM=886.50

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CB1510 RIM=885.45

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CB5107 RIM=892.14

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FLAG

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CARD READER

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AutoCAD SHX Text CONC PAD 12x12"

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CONC PAD 12" DIA

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FUEL TANK

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TRENCH DRAIN

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FUEL TANK

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RED

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YELLOW

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BLUE

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4" CONC

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NO EXIT

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STOP

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NO TRESSPASSING

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STOP

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STOP

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4" PAVERS

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SIPGOT

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PLASTIC SHED

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CB1602 RIM=889.83

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FF=890.57

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FF=895.65

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3' SPLIT RAIL FENCE

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MULCH

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LIMESTONE GRAVEL

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NO TRESPASSING

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DO NOT ENTER

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EMPL OF QTR

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STATE VEH ONLY

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ELEC

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AC

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CP #1

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BB HOOP

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WATER FAUCET

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CONC WALL

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CONC WALL

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CONCRETE TRUCK WELL

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BUILDING

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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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STEPS

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STEPS

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STEAM TUNNEL

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STEAM TUNNEL

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STEAM TUNNEL

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STEAM

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STEAM

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STEAM

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SAN

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6' DEEP

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6' DEEP

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6' DEEP

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6' DEEP

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5' DEEP

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4' DEEP

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4' DEEP

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6' DEEP

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3.5' DEEP

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AutoCAD SHX Text B14

AutoCAD SHX Text B15

AutoCAD SHX Text B16

AutoCAD SHX Text B17

AutoCAD SHX Text B18

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CP #1

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ISSUED FOR

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FINAL RECORD

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CONSTRUCTION

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472/22271.ABG

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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

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DRAWN: AT

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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 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

AutoCAD SHX Text C

AutoCAD SHX Text I

AutoCAD SHX Text E

AutoCAD SHX Text Created by Robert W. Loftis

AutoCAD SHX Text

DEC 12, 2022

AutoCAD SHX Text Newberry Correctional Facility - Pavement Repair / Replacement Phase 1

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

PROJECT NO.

Demolition and SESC Plan - Overall

GRADING PNG

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NCF steam system layout

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NEWBERRY

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FACILITY

C1 .1

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WALLS, RAILING &

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C1.3

PBOLLARDS

PBOLLARDS

ELECTRICAL STRUCTURE

ROCKS (27)

S SIGN

S

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PLIGHT POLE

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C1.4

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P WALK

P SIGNS

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P WALK

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P LIGHT POLE

P SIGNS, TYP.

P LIGHT POLE

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P LIGHT POLE

P LIGHT POLE

P SIGN

S REMOVE AND RELOCATE SIGN

P HYDRANT

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P HYDRANT

P LIGHT POLE

P FENCE AND GATE

P BOLLARDS (2)

P BOLLARDS (2)

PLIGHT POLES

RSHRUBS (2)

SRELOCATE SIGN

S RELOCATE SIGN

PBOLLARDS (2)

P ASPHALT

PASPHALT

P ASPHALT

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SESC NOTES

SEE SHEET C1.4

SEE SHEET C1.0

DEMOLITION & SESC LEGEND

S

P

R REMOVE ITEM

PROTECT ITEM

SALVAGE ITEM TO OWNER

A ABANDON ITEM

REMOVE EXISTING CONCRETE PAVING;

BASE TO REMAIN

REMOVE EXISTING BITUMINOUS PAVING;

BASE TO REMAIN

REMOVE TREE

XXXXXXXXXXXXXXX REMOVE CURB AND GUTTER

SAWCUT PAVEMENT

REMOVE EXISTING GRAVEL

REMOVE LAWN

REMOVE ASPHALT PAVEMENT AND

BASE AND RESTORE TO LAWN

LIMIT OF DISTURBANCE

REMOVE EXISTING CONCRETE AND

BASE AND RESTORE TO LAWN

PROPOSED TOPSOIL STOCKPILE AREA

E8 PROPOSED PERMANENT SEEDING

PROPOSED STABILIZED CONSTRUCTION

ACCESS

SOIL BORING NO.

FILTER FABRIC FENCEFF FF

B1

PROPOSED TOPSOIL

STOCKPILE AREA

ALTERNATIVE #1

ALTERNATIVE #2

ALTERNATIVE BOUNDARY

AutoCAD SHX Text

CB1231 RIM=888.85

AutoCAD SHX Text

MH1220 RIM=889.62

AutoCAD SHX Text

MH1229 RIM=889.12

AutoCAD SHX Text

MH1230 RIM=889.30

AutoCAD SHX Text

MH1501 RIM=890.00

AutoCAD SHX Text

MH5782 RIM=891.86

AutoCAD SHX Text

MH5787 RIM=891.82

AutoCAD SHX Text

MH5790 RIM=891.52

AutoCAD SHX Text

MH5977 RIM=892.06

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MH6005 RIM=893.59

AutoCAD SHX Text CONC PAD 12x12"

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BLUE

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4" CONC

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STOP

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NO TRESSPASSING

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STOP

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STOP

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NO EXIT

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GRAVEL

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BUILDING

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GRAVEL

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CONCRETE

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PLASTIC SHED

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CB1602 RIM=889.83

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FF=890.57

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SILL

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FF=895.65

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SILL

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FF=895.74

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3' SPLIT RAIL FENCE

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3' SPLIT RAIL FENCE

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MULCH

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MH1603 RIM=890.61

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MH1604 RIM=890.79

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MH1750 RIM=891.19

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MH1751 RIM=891.33

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MH1752 RIM=891.02

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MH1753 RIM=891.02

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MH1803 RIM=891.82

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MH1804 RIM=892.13

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MH6294 RIM=890.63

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LIMESTONE GRAVEL

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NO TRESPASSING

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NO TRESPASSING

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DO NOT ENTER

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DO NOT ENTER

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DO NOT ENTER

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NOTICE

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NO TRESPASSING

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PSV PARKING ONLY

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HC PKG

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HC PKG

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HC PKG

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HC PKG

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VSTR ENT

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VSTR ENT

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VSTR ENT

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VSTR ENT

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EMPL OF QTR

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STATE VEH ONLY

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MAINT PKNG

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MAINT PKNG

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MAINT PKNG

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MAINT PKNG

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TRANSPORT VEH

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TRANSPORT VEH

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TRANSPORT VEH

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OFFICER OF YR

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ELEC

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AutoCAD SHX Text W

AutoCAD SHX Text 895.66

AutoCAD SHX Text 895.58

AutoCAD SHX Text 893.97

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3' SPLIT RAIL FENCE

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3' SPLIT RAIL FENCE

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3' SPLIT RAIL FENCE

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3' SPLIT RAIL FENCE

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3' SPLIT RAIL FENCE

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3' SPLIT RAIL FENCE

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CONCRETE

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CONCRETE

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BUILDING

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BUILDING

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OVERHANG

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GRASS

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GRAVEL

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ASPHALT

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ASPHALT

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GRAVEL

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GRAVEL

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GRASS

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GRASS

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GRASS

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GRASS

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GRASS

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AC

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CB2515 RIM=892.91

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CB2589 RIM=892.70

AutoCAD SHX Text

FF=894.72

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SILL

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FF=895.83

AutoCAD SHX Text

SILL

AutoCAD SHX Text

FF=895.76

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SILL

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FF=895.68

AutoCAD SHX Text

SILL

AutoCAD SHX Text

FF=895.79

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SILL

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FF=895.51

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SILL

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8' WOOD FENCE

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GATE

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16'± CHAIN LINK FENCE

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GATE

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GATE

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MH2041 RIM=893.31

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MH2042 RIM=892.98

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MH2047 RIM=892.15

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MH2078 RIM=893.17

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MH2079 RIM=892.00

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MH2080 RIM=892.45

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MH2086 RIM=892.46

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MH2430 RIM=894.67

AutoCAD SHX Text

MH2472 RIM=893.88

AutoCAD SHX Text

MH2536 RIM=893.85

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MH2537 RIM=894.36

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MH2607 RIM=894.31

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MH2608 RIM=894.28

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MH2612 RIM=893.69

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MH2613 RIM=893.60

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MH2739 RIM=894.60

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BB HOOP

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BB HOOP

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OFF LIMITS

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OFF LIMITS

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OFF LIMITS

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OFF LIMITS

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OFF LIMITS

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OFF LIMITS

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OFF LIMITS

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OFF LIMITS

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OFF LIMITS

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OFF LIMITS

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OFF LIMITS

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OFF LIMITS

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DO NOT ENTER

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AutoCAD SHX Text W

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AutoCAD SHX Text

WATER FAUCET

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CONCRETE

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CONCRETE

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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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BUILDING

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BUILDING

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BUILDING

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BUILDING

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BUILDING

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BUILDING

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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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CONCRETE

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CONCRETE

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BUILDING

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8' WOOD FENCE

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8' WOOD FENCE

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8' WOOD FENCE

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8' WOOD FENCE

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8' WOOD FENCE

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8' WOOD FENCE

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16'± CHAIN LINK FENCE

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16'± CHAIN LINK FENCE

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GRASS

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GRASS

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GRASS

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GRASS

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CONCRETE

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GRASS

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GRASS

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CONCRETE

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CONC WALL

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CONC WALL

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CONCRETE TRUCK WELL

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BUILDING

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CONCRETE

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CONCRETE

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CONCRETE

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CONCRETE

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GRASS

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GRASS

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GRASS

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GRASS

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CONCRETE

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CONCRETE

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CONCRETE

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AutoCAD SHX Text

STEPS

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STEAM TUNNEL

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SAN

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4' DEEP

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4' DEEP

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5.5' DEEP

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6' DEEP

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5' DEEP

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4.5' DEEP

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3.5' DEEP

AutoCAD SHX Text B4

AutoCAD SHX Text B5

AutoCAD SHX Text B6

AutoCAD SHX Text B7

AutoCAD SHX Text B8

AutoCAD SHX Text B9

AutoCAD SHX Text B10

AutoCAD SHX Text B11

AutoCAD SHX Text B18

AutoCAD SHX Text

CP #1

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ISSUED FOR

AutoCAD SHX Text

FINAL RECORD

AutoCAD SHX Text

CONSTRUCTION

AutoCAD SHX Text

472/22271.ABG

AutoCAD SHX Text

SHEET

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IDENTIFICATION NO.

AutoCAD SHX Text

FILE NO.

AutoCAD SHX Text

PRELIMINARY

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CHECKED: KE

AutoCAD SHX Text

DRAWN: AT

AutoCAD SHX Text

DESIGNED: KE

AutoCAD SHX Text

DATE

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APPROVED: KE

AutoCAD SHX Text

TUEBOR

AutoCAD SHX Text C

AutoCAD SHX Text R

AutoCAD SHX Text S

AutoCAD SHX Text M

AutoCAD SHX Text P

AutoCAD SHX Text U

AutoCAD SHX Text C

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text I

AutoCAD SHX Text E

AutoCAD SHX Text Created by Robert W. Loftis

AutoCAD SHX Text

DEC 12, 2022

AutoCAD SHX Text Newberry Correctional Facility - Pavement Repair / Replacement Phase 1

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

PROJECT NO.

Demolition and SESC Plan - Area A

COUNTY RD 428

F kip5861

NCF steam system layout

S

UN

UM

E

PL

UR

IB

U

I N

E P

SI

R

A U

Q I

S M

A N

E C

M A

M A

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S N

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R

0 5025 15075 C1 .2

S SIGN

R CURB

R

PAVERS AND

LANDSCAPE BLOCKS

MATCHLINE (SEE C1.1)

MATCHLINE (SEE C1.1)

DEMOLITION & SESC KEY PLAN

C1.1

C1.2

C1.3

C1.3

SIGNSS

R CURB

LIGHT

LIGHT

R PAVERS AND

LANDSCAPE BLOCKS

RCURB

C1.4

3INLET FILTER

C1.4

3 INLET FILTER

PCURBS

P TREES

PTREE

PWALKS

P LIGHT POLE

P BOLLARDS (2)PTREE

PLIGHT POLE

PBOLLARDS (2)

P LIGHT POLE

S

S

FLAG

POLE

S

PHYDRANT

DEMOLITION NOTES

SESC NOTES

DEMOLITION & SESC LEGEND

S

P

R REMOVE ITEM

PROTECT ITEM

SALVAGE ITEM TO OWNER

A ABANDON ITEM

REMOVE EXISTING CONCRETE PAVING;

BASE TO REMAIN

REMOVE EXISTING BITUMINOUS PAVING;

BASE TO REMAIN

REMOVE TREE

XXXXXXXXXXXXXXX REMOVE CURB AND GUTTER

SAWCUT PAVEMENT

REMOVE EXISTING GRAVEL

REMOVE LAWN

REMOVE ASPHALT PAVEMENT AND

BASE AND RESTORE TO LAWN

LIMIT OF DISTURBANCE

REMOVE EXISTING CONCRETE AND

BASE AND RESTORE TO LAWN

PROPOSED TOPSOIL STOCKPILE AREA

E8 PROPOSED PERMANENT SEEDING

PROPOSED STABILIZED CONSTRUCTION

ACCESS

SOIL BORING NO.

FILTER FABRIC FENCEFF FF

SEE SHEET C1.4

SEE SHEET C1.0

B1

ALTERNATIVE #2

ALTERNATIVE BOUNDARY

AutoCAD SHX Text

CB5107 RIM=892.14

AutoCAD SHX Text

CB5166 RIM=891.93

AutoCAD SHX Text

CB5271 RIM=890.64

AutoCAD SHX Text

FF=893.41

AutoCAD SHX Text F

AutoCAD SHX Text

FLAG

AutoCAD SHX Text

FLAG

AutoCAD SHX Text

MH5138 RIM=892.83

AutoCAD SHX Text

MH5620 RIM=890.99

AutoCAD SHX Text

MH5634 RIM=892.59

AutoCAD SHX Text CONC PAD 12x12"

AutoCAD SHX Text

CONC PAD 12" DIA

AutoCAD SHX Text

STAFF VISITOR PARKING

AutoCAD SHX Text

4" PAVERS

AutoCAD SHX Text

LANDSCAPE BLOCKS

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SIPGOT

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AutoCAD SHX Text

GRAVEL

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LANDSCAPE BLOCKS

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BUILDING

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GRAVEL

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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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ASPHALT

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ASPHALT

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ASPHALT

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ASPHALT

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GRASS

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GRASS

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GRASS

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GRASS

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GRASS

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GRASS

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GRASS

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GRASS

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GRASS

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MH2430 RIM=894.67

AutoCAD SHX Text

MH2472 RIM=893.88

AutoCAD SHX Text

BB HOOP

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BB HOOP

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BB HOOP

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BB HOOP

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OFF LIMITS

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OFF LIMITS

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OFF LIMITS

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OFF LIMITS

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OFF LIMITS

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OFF LIMITS

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OFF LIMITS

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OFF LIMITS

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OFF LIMITS

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OFF LIMITS

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OFF LIMITS

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CONCRETE

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ASPHALT

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ASPHALT

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BUILDING

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CONCRETE

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BUILDING

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GRASS

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GRASS

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GRASS

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GRASS

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GRASS

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GRASS

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GRASS

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CONCRETE

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CONCRETE

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CONCRETE

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CONCRETE

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STEAM TUNNEL

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STEAM TUNNEL

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CP #1

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ISSUED FOR

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FINAL RECORD

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CONSTRUCTION

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472/22271.ABG

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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

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DRAWN: AT

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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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DEC 12, 2022

AutoCAD SHX Text Newberry Correctional Facility - Pavement Repair / Replacement Phase 1

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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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PROJECT NO.

Demolition and SESC Plan - Area B

GRADING PNG

CAUTION STEAM TUNNEL

2' CB

RIM = 886.10

12" RCP SE I.E. = 883.61

COUNTY RD 428

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C1.2

C1.3

C1.3

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SALVAGE AND

REPLACE BOLLARDS

C1.4

3 INLET FILTER

C1.4

3 INLET FILTER

C1.4

3 INLET FILTER LIGHTR

P LIGHT POLE

P LIGHT POLE

P LIGHT POLE

P LIGHT POLEP LIGHT POLE

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P WATER STRUCTURE

P HYDRANT

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C1.4

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P BOLLARDS (4)

P FUEL TANK

RSTORM BASIN

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PSIGN

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DEMOLITION NOTES

SESC NOTES

DEMOLITION & SESC LEGEND

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P

R REMOVE ITEM

PROTECT ITEM

SALVAGE ITEM TO OWNER

A ABANDON ITEM

REMOVE EXISTING CONCRETE PAVING;

BASE TO REMAIN

REMOVE EXISTING BITUMINOUS PAVING;

BASE TO REMAIN

REMOVE TREE

XXXXXXXXXXXXXXX REMOVE CURB AND GUTTER

SAWCUT PAVEMENT

REMOVE EXISTING GRAVEL

REMOVE LAWN

REMOVE ASPHALT PAVEMENT AND

BASE AND RESTORE TO LAWN

LIMIT OF DISTURBANCE

REMOVE EXISTING CONCRETE AND

BASE AND RESTORE TO LAWN

PROPOSED TOPSOIL STOCKPILE AREA

E8 PROPOSED PERMANENT SEEDING

PROPOSED…

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