Bellamy Creek CF - Bid Set_Part 1.pdf

PDF 5 MB Posted May 5, 2023

Attached to: 472/22269. SMD; Bellamy Creek CF - Paving Improvement Project
Solicitation number: RFQ - 171 - 230000000399
Issued by: Ionia County, Michigan

About this file

Written by GovTribe AI · Apr 3, 2024

This document is a bid set for the Bellamy Creek Correctional Facility - Paving Improvement Project, issued by the Michigan Department of Correction and the Michigan Department of Technology, Management and Budget (DTMB). The project involves the demolition and repaving of asphalt surfaces, storm drainage improvements, and other site work at the Bellamy Creek Correctional Facility in Ionia, Michigan. The bid documents include plans, specifications, and details for the project. Bids are due on 5/10/23. The contract term is not specified.

The bid set includes unit pricing for various paving, demolition, and site improvement items. No set-asides or preferences are mentioned. Funding sources are not provided. Contractors are required to comply with applicable construction codes and safety standards. Contractors must also investigate the location of existing utilities and are responsible for protecting and restoring any utilities damaged during construction.

View the file

Other files

File	Type	Posted
00300 Bid Form - MICHSpec (Rev03-2022) V1.4 - Bellamy Creek.pdf	PDF	May 5, 2023
DTMB Addendum 2 - Bellamy Creek.pdf	PDF	May 5, 2023
Bellamy Creek CF - Bid Set_Part 2.pdf	PDF	May 5, 2023
DTMB Addendum 1 - Bellamy Creek.pdf	PDF	May 5, 2023
DTMB0415 AdvertismentRev 0222 - Bellamy Creek.pdf	PDF	May 5, 2023
MICHSpec (Rev03-2022) V1.4 - Bellamy Creek.pdf	PDF	May 5, 2023
221564 Bellamy Creek Correctional Facility Improvements.pdf	PDF	May 5, 2023
00120 Supplementary Instructions - MICHSpec (Rev03-2022) V1.4 - Bellamy Creek.pdf	PDF	May 5, 2023

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LOCATION MAP

No Scale

BELLAMY CREEK CORRECTIONAL FACILITY - PAVING IMPROVEMENT PROJECT Date Issued: 4/12/23

Issued for: Bids MICHIGAN DEPARTMENT OF CORRECTION/BELLAMY CREEK CORRECTIONAL FACILITY Bids Due:

CODES AND STANDARDS

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

CONTRACTOR EMPLOYEES SHALL HAVE USE OF THE STATE OF MICHIGAN INDOOR

BATHROOM FACILITIES.

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.

PRE-CONSTRUCTION PHOTO/VIDEO DOCUMENTATION REQUIRED.

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 C1.0 Existing Conditions - Main Facility Overall C1.1 Existing Conditions - Dormitory Drive & Lot C2.0 SESC and Demo - Main Facility Overall C2.1 SESC and Demo - West Parking Lot C2.2 SESC and Demo - Main Entrance Drive & Loading Drive C2.3 SESC and Demo - Dormitory Drive and Lot C2.4 SESC Details and Notes C3.0 Layout and Materials and Grading - Main Facility Overall C3.1 Layout and Materials and Grading - West Parking Lot C3.2 Layout and Materials and Grading - Entrance Dr. & Loading Dr.

C3.3 Layout and Materials - Dorm Dr. and Patrol Corners C4.0 Site Details C4.1 Site Details

IDENTIFICATION

DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

STATE OF MICHIGAN

ADAM P. LACH, RA, DIRECTOR

DESIGN AND CONSTRUCTION DIVISION

LOCATION

1727 Bluewater Hwy, Ionia, MI 48846

STATE FACILITIES ADMINISTRATION

State of Michigan Project Director

FILE NO: 472/22269.SMD

Location Maps

NOT TO SCALE

IONIA

BELLAMY CREEK

CORRECTIONAL

FACILITY

I-96

M -6

Blue

Hwy wate r

Gran d Rive r

Riverside Dr

Main St

(M-21)

Scott DeKorte

TO LANSINGTO GRAND RAPIDS

W all St.

5/10/23

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FLAG POLE

POSTS

GUARD

20'

15'

50'

25'-3"

STEEL

POSTS

STEEL

GUARD

X X

X X X X X

X X

X E 1913.89 N 8300.11

3:1

4:1

4" N

6" N G

4" NG

6" NG

4" NG

3" N

4" NG

3" NG

4" NG

3" N

4" NG

6" NG

3" N

12" STW

30" STW

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12" STW

" S

12" STW

" S

12" STW

15" STW

12" STW

" S

12" STW

" S

12" STW

15" STW

" S

15" STW

18" STW

12" STW

21" STW

15" S

12" STW

18" STW-CSP

" S

12" STW

" S

16'

TRENCH

DRAIN

15" STW-CSP

" S

-C

6" F

" S

IE 759.34

IE 760.50

IE 756.20

SAN

IE 756.17

SAN

IE 759.50

12" STW

IE 760.95

4" UD

12" STW

RIP-RAP

" S

12" STW

" S

12" STW

" S

12" STW

" S

21" STW

" S

21" STW

12" S

" S

18" STW

12" STW

" S

12" STW

" S

12" STW

15" STW

" S

15" STW

12" STW

" S

''S

12" STW

4" UD

4" U

D4" U

4" UD

4" U

4" UD

3-12" RCP STW

" S

3-12" RCP STW

" S

12" STW

15'" STW

" S

12" STW

15" STW

" S

12" STW

4" UD

4" U

4" UD

18" C

18" CSP

15" CSP

" C

12" C

6" SAN

8" SAN

6" SAN

8" SAN

6" SAN

8" SAN

8" S

6" SAN

8" S

8" SAN

6" FW

8" SAN

6" S

8" SAN

6" SAN

8" SAN

6" SAN

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10" SAN

8" S

6" S

8" SAN

8" S

8" SAN

6" S

6" SAN

10" SAN DIW

10" SAN

8" SAN

6" SAN

" S

6" SAN

8" S

8" DW

4" F

10" FW

1" D

8" F

3" D

8" DW

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8" DW

10" FW

3" DW

8" FW

4"DW

6" D

8" F

8"FW

6" D

W 8"

F W

10" PW

" P

16" PW

10" PW

" F

10" FW

6" FW

6" F

10" FW

" F

8" DW 10" FW

4" D

8" F

10" FW

8" DW

8" F

8" FW

4"DW

" F

8" FW4"DW

8" D

2" DW

8" F

1" D

4" D

1" D

10" FW

6" F

6" FW

8" FW

4"DW

8" DW 10" FW

8" F

4" D

1" D

IE 756.84

IE 756.50

IE 759.34

IE 759.00

IE 754.00

SAN

IE 756.50

SAN

IE 759.00

IE 758.50

SAN

IE 758.50

NE 758.50

IE 758.50

12" STW

12"

REDUCER

" S

42" STW

48" CSP

FOR CONSTRUCTION ONLY

36"Ø CSP OUTLET STRUCTURE

24"IE E 734.00

N 6933.68

E 2889.19

21" STW

24" STW

3-12" RCP STW

4-12" RCP STW

36" S

6" SAN

IE 754.00

24"Ø CSP OUTLET

24"IE 733.50

N 6933.68 E 3361.88

6" S

1" D

IE 756.84

IE 756.50

IE 756.50IE 756.50

12" STW

12" STW 12" STW

12" STW

REDUCER

GRAVEL

RAVEL

CONC

CONC DUMPSTER

PAD

CONC

IE 756.84

IE 756.50

IE 756.84

12" STW

REDUCER

48" DIA MH (STR #54-6)

RIM 765.75

15" NE 755.45

18" SW 755.35

12" NW 755.59

CB (STR #54-61)

RIM 764.50

12" SE 756.07

48" DIA CB (STR #54-7)

RIM 765.00

12" NE 756.63

15" SE 756.51

15" SW 756.41

8'X8' CHAMBER (STR#54-5)

RIM 764.80

48" DIA. MH (STR#54-51)

RIM 760.50

12" SE 757.50

CB (STR#53-1)

RIM 763.00

12" W 758.00

60" DIA. CB (STR#53)

RIM 762.75

15" SW 755.41

30" S 755.55 30" N 751.16

21" SE 753.71

CB (STR#57)

RIM 765.75

18" N 759.91

12" SW 760.01

CB (STR#58)

RIM 765.75

12" E 760.41

CB (STR#56-1)

RIM 765.75

12" E 760.00

CB (STR#56)

RIM 765.75

21" N 759.40 18" S 759.50 12" W 759.50

CB (STR#PL-03)

RIM 765.30

12" NW 761.30

66" DIA. MH (STR#55)

RIM 765.50

24" N 758.90 21" S 759.00

12" SW 760.39

CB (STR#PL-02)

RIM 764.30

12" SE 760.29

18" NW 759.30

60" DIA. CB (STR#54)

RIM 765.00

30" N 757.90 24" S 758.00

60" DIA. CB (STR#54-1)

RIM 762.40

15" E 755.91 12" S 758.75

12" SW 758.00

12" W 756.01

6" NW 756.01

CB (STR#54-3)

RIM 764.00

12" NW 761.50

CB (STR#54-71)

RIM 763.75

12" SW 757.30

CB (STR#54-8)

RIM 763.75

12" NE 757.95

15" SE 756.98

15" NW 756.88

CB (STR#30)

RIM 762.75

12" S 757.58

12" SW 757.78

12" W 758.11

CB (STR#29)

RIM 762.75

12" N 757.16

15" SE 756.96

12" W 758.42

18" IE E 754.67

12" IE NW 757.30

12" IE W 754.57

12" IE S 756.55

8'X8' CHAMBER (STR#54-5)

RIM 767.00

12" E 754.17 12" E 754.17 12" E 754.17 21" W 754.07

CB (STR #54-81)

RIM 764.50

12" SW 758.50

6" S 758.00

48" DIA. MH (STR#52)

RIM 765.50

30" SE 750.91

18" NW 750.81

12" E 757.12

CB (STR#55-1)

RIM 764.75

12" E 761.00

CB (STR#PL-01)

RIM 762.00

18" SE 758.00

8" SW 758.00

TRENCH DRAIN (STR#54-12)

RIM 761.90

12" NE 758.30

TWIN CBs (STR#78)

RIM 760.00

12" E-W 756.00

15" NE 755.90

TWIN CBs (STR#79)

RIM 757.80

12" E-W 754.00

15" NW 753.80

FES (STR#78-1)

15" SW 755.00

FES (STR#79-1)

15" SE 753.50 CB (STR#80)

RIM 757.60

18" E-W 753.13

36" DIA. OCS (STR#69)

18" NE 753.50

FES (STR#81-1)

12" N 753.50

CB (STR#81)

RIM N/A

18" NE 750.00

12" S 752.00

18" SW 751.75

C10

C11

C12

C13

C14

TRENCH DRAIN (STR#30-1)

RIM 760.90

12" NE 758.00

CONC.

ASPHALT

CONC.

GRAVEL

CONC.

PROPANE TANK

CONC.

ASPHALT

Know what's below.

before you dig.Call

I N

E P

A U

Q I

S M

A N

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M A

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R i

400200100500 300 C 1.

EXISTING CONDITIONS LEGEND:

GUY ANCHOR

CATCH BASIN

ELECTRIC MANHOLE

TRANSFORMER

POWER POLE

TELEPHONE PEDESTAL

TREE

SIGN - SINGLE POST

FIBER OPTIC MARKER

HYDRANT

SOIL BORING LOCATION

SPOT ELEVATION

GAS HOOKUP

MANHOLE

CONTOUR

UNDG GAS LINE

STORM

WATER

SANITARY

SECURITY FENCING

EASEMENT OR RIGHT OF WAY

TREES

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. TREE LOCATIONS ARE APPROXIMATED AND MUST BE CONFIRMED ON

SITE.

EXISTING CONDITIONS NOTES:

SURVEY PREPARED BY:

1. SURVEY PROVIDED BY STATE OF MICHIGAN - DATED 2001

THE NATURAL RESOURCE CONSERVATION SERVICE SOIL SURVEY INDICATES THE SITE

IS COMPRISED OF:

SOIL TYPES

1. Dighton Sandy Loam

2. Tekenink-Spinks Loamy Sands

3. Mancelona-Chelsea Loamy Sands

4. McBride Sandy Clay Loam

5. McBride Sandy Loam

6. Nester Clay Loam

7. Otisco Sandy Loam

8. Plainfield-Spinks Sands

9. Ulby Sandy Loam

LIGHT POLE

GUARDRAIL

VALVE

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FLAMMABLE LIQUID

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BLDG 700

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FIN FL EL 765.80

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2500 GAL

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DIESEL FUEL

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STORAGE, SEE CE-21

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STATION #2 HORIZONTAL LADDER 19'-6" X 12'

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WAREHOUSE

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BLDG 500

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GUARD TOWER B

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BLDG 600

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YARD-

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TOILET

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ADMINISTRATION

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BLDG 100

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GUARD TOWER A

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PORT

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CAR-

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SALLY PORT

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FIN FL EL 767.0

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BLDG 400

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EDUCATION-

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RECREATION

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BLDG 300

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SUPPORT SERVICES

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BLDG 200

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HOUSING

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UNIT 1

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UNIT 2

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HOUSING

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HOUSING

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UNIT 7

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HOUSING

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UNIT 3

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HOUSING

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UNIT 4

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HOUSING

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UNIT 6

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HOUSING

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UNIT 5

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SAN

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SAN

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SAN

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6" SAN

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RIM

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42" STW

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IE 754.00

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SAN

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SAN

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SAN

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AutoCAD SHX Text 766.50

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AutoCAD SHX Text 764.50

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AutoCAD SHX Text 762.00

AutoCAD SHX Text 767.00

AutoCAD SHX Text 767.50

AutoCAD SHX Text 767.00

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AutoCAD SHX Text 767.50

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18" STW

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MAINTENANCE BUILDING

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SHED

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SHED

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SHED

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ISSUED FOR

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FINAL RECORD

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CONSTRUCTION

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472/22269.SMD

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SHEET

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IDENTIFICATION NO.

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FILE NO.

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PRELIMINARY

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CHECKED: CD

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DRAWN: PT

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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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APRL 11, 2023

AutoCAD SHX Text Client Bellamy Creek Correctional Facility - Paving Improvement Project

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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 Existing Conditions - Main Facility Overall

AutoCAD SHX Text F

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X" SAN

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X" FW;DW;PW

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X" STW

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X"NG

AutoCAD SHX Text 760.00

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BM #4388

Know what's below.

before you dig.Call

I N

E P

A U

Q I

S M

A N

E C

M A

L U

S N

La nd sc ap e A rc hi te ct ur e

Pl an ni ng

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C 1.

EXISTING CONDITIONS LEGEND:

SEE SHEET C1.0

EXISTING CONDITIONS NOTES:

SEE SHEET C1.0

ARBORLAND CONSULTANTS

6653 SCHNEIDER RD., MANCHESTER, MI, 48158

SURVEY PREPARED BY:

THE NATURAL RESOURCE CONSERVATION SERVICE SOIL SURVEY INDICATES THE SITE IS

COMPRISED OF:

SOIL TYPES

1. Made Land

2. Mancelona-Chelsea Loamy Sands

3. Newaygo Sandy Loam

4. Tekenink-Elmdale Loamy Sands

1206030150 90

AutoCAD SHX Text

AutoCAD SHX Text D.S.

AutoCAD SHX Text G

AutoCAD SHX Text 690.01

AutoCAD SHX Text 691.60

AutoCAD SHX Text C/L

AutoCAD SHX Text 691.67

AutoCAD SHX Text C/L

AutoCAD SHX Text 692.04

AutoCAD SHX Text C/L

AutoCAD SHX Text 692.76

AutoCAD SHX Text C/L

AutoCAD SHX Text 693.61

AutoCAD SHX Text C/L

AutoCAD SHX Text 694.36

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INV.-690.30

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CATCH BASIN RIM 702.13 8" NE 696.0

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ASPH. DRIVE

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ASPH. DRIVE

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CONC. STRAIGHT CURB

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CONC. STRAIGHT CURB

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GUARD RAIL BETWEEN FENCE AND CURB

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BENCHMARK #4388 ARROW ON FIRE HYDRANT. ELEV. = 707.22 NAVD88

AutoCAD SHX Text 701.87

AutoCAD SHX Text 702.37

AutoCAD SHX Text 702.50

AutoCAD SHX Text 702.54

AutoCAD SHX Text 702.72

AutoCAD SHX Text 702.74

AutoCAD SHX Text 702.77

AutoCAD SHX Text 702.68

AutoCAD SHX Text 702.69

AutoCAD SHX Text 702.86

AutoCAD SHX Text 702.93

AutoCAD SHX Text 702.67

AutoCAD SHX Text 702.68

AutoCAD SHX Text 702.62

AutoCAD SHX Text 702.73

AutoCAD SHX Text 702.68

AutoCAD SHX Text 702.72

AutoCAD SHX Text 702.77

AutoCAD SHX Text 702.65

AutoCAD SHX Text 702.72

AutoCAD SHX Text 702.94

AutoCAD SHX Text 702.98

AutoCAD SHX Text 702.99

AutoCAD SHX Text 703.00

AutoCAD SHX Text 703.39

AutoCAD SHX Text 703.72

AutoCAD SHX Text 704.01

AutoCAD SHX Text 704.09

AutoCAD SHX Text 703.99

AutoCAD SHX Text 703.92

AutoCAD SHX Text 703.59

AutoCAD SHX Text 703.35

AutoCAD SHX Text 702.98

AutoCAD SHX Text 702.72

AutoCAD SHX Text 702.87

AutoCAD SHX Text 703.08

AutoCAD SHX Text 703.78

AutoCAD SHX Text 704.26

AutoCAD SHX Text 704.34

AutoCAD SHX Text 704.98

AutoCAD SHX Text 704.51

AutoCAD SHX Text 703.85

AutoCAD SHX Text 703.64

AutoCAD SHX Text 703.49

AutoCAD SHX Text 703.92

AutoCAD SHX Text 703.49

AutoCAD SHX Text 703.86

AutoCAD SHX Text 704.65

AutoCAD SHX Text 704.91

AutoCAD SHX Text 704.40

AutoCAD SHX Text 705.13

AutoCAD SHX Text 705.57

AutoCAD SHX Text 704.94

AutoCAD SHX Text 705.58

AutoCAD SHX Text 706.09

AutoCAD SHX Text 706.42

AutoCAD SHX Text 706.13

AutoCAD SHX Text 705.59

AutoCAD SHX Text 705.54

AutoCAD SHX Text 705.92

AutoCAD SHX Text 706.18

AutoCAD SHX Text 706.30

AutoCAD SHX Text 705.45

AutoCAD SHX Text 704.40

AutoCAD SHX Text 703.87

AutoCAD SHX Text 704.04

AutoCAD SHX Text 703.94

AutoCAD SHX Text 703.57

AutoCAD SHX Text 703.11

AutoCAD SHX Text 700.40

AutoCAD SHX Text 703.57

AutoCAD SHX Text 703.47

AutoCAD SHX Text 703.57

AutoCAD SHX Text 703.68

AutoCAD SHX Text 702.99

AutoCAD SHX Text 702.26

AutoCAD SHX Text 701.32

AutoCAD SHX Text 700.20

AutoCAD SHX Text 698.65

AutoCAD SHX Text 697.10

AutoCAD SHX Text 695.89

AutoCAD SHX Text 694.45

AutoCAD SHX Text 692.55

AutoCAD SHX Text 691.41

AutoCAD SHX Text 690.88

AutoCAD SHX Text 690.36

AutoCAD SHX Text 689.95

AutoCAD SHX Text 689.72

AutoCAD SHX Text 689.50

AutoCAD SHX Text 689.19

AutoCAD SHX Text 689.03

AutoCAD SHX Text 689.69

AutoCAD SHX Text 689.89

AutoCAD SHX Text 690.49

AutoCAD SHX Text 690.06

AutoCAD SHX Text 688.02

AutoCAD SHX Text 688.00

AutoCAD SHX Text 687.95

AutoCAD SHX Text 687.96

AutoCAD SHX Text 687.98

AutoCAD SHX Text 687.96

AutoCAD SHX Text 687.73

AutoCAD SHX Text 688.63

AutoCAD SHX Text 689.52

AutoCAD SHX Text 690.59

AutoCAD SHX Text 690.82

AutoCAD SHX Text 690.63

AutoCAD SHX Text 688.91

AutoCAD SHX Text 688.26

AutoCAD SHX Text 687.97

AutoCAD SHX Text 690.15

AutoCAD SHX Text 690.44

AutoCAD SHX Text 690.82

AutoCAD SHX Text 690.92

AutoCAD SHX Text 690.93

AutoCAD SHX Text 691.33

AutoCAD SHX Text 691.11

AutoCAD SHX Text 691.23

AutoCAD SHX Text 691.57

AutoCAD SHX Text 692.24

AutoCAD SHX Text 693.11

AutoCAD SHX Text 693.78

AutoCAD SHX Text 694.14

AutoCAD SHX Text 693.46

AutoCAD SHX Text 692.11

AutoCAD SHX Text 691.56

AutoCAD SHX Text 691.68

AutoCAD SHX Text 691.28

AutoCAD SHX Text 690.77

AutoCAD SHX Text 690.64

AutoCAD SHX Text 691.06

AutoCAD SHX Text 690.73

AutoCAD SHX Text 689.91

AutoCAD SHX Text 689.62

AutoCAD SHX Text 689.68

AutoCAD SHX Text 690.09

AutoCAD SHX Text 690.64

AutoCAD SHX Text 691.32

AutoCAD SHX Text 691.88

AutoCAD SHX Text 693.18

AutoCAD SHX Text 694.51

AutoCAD SHX Text 696.12

AutoCAD SHX Text 697.32

AutoCAD SHX Text 698.37

AutoCAD SHX Text 699.43

AutoCAD SHX Text 700.66

AutoCAD SHX Text 701.56

AutoCAD SHX Text 702.33

AutoCAD SHX Text 702.64

AutoCAD SHX Text 702.89

AutoCAD SHX Text 703.75

AutoCAD SHX Text 703.69

AutoCAD SHX Text 703.83

AutoCAD SHX Text 703.75

AutoCAD SHX Text 703.68

AutoCAD SHX Text 703.63

AutoCAD SHX Text 703.62

AutoCAD SHX Text 703.35

AutoCAD SHX Text 702.66

AutoCAD SHX Text 702.21

AutoCAD SHX Text 701.70

AutoCAD SHX Text 703.08

AutoCAD SHX Text 703.36

AutoCAD SHX Text 703.51

AutoCAD SHX Text 703.72

AutoCAD SHX Text 703.67

AutoCAD SHX Text 703.25

AutoCAD SHX Text 703.01

AutoCAD SHX Text 702.63

AutoCAD SHX Text 702.16

AutoCAD SHX Text 702.42

AutoCAD SHX Text 702.74

AutoCAD SHX Text 703.48

AutoCAD SHX Text 703.76

AutoCAD SHX Text 703.47

AutoCAD SHX Text 703.52

AutoCAD SHX Text 703.24

AutoCAD SHX Text 701.07

AutoCAD SHX Text 699.39

AutoCAD SHX Text 696.74

AutoCAD SHX Text 692.91

AutoCAD SHX Text 692.23

AutoCAD SHX Text 694.68

AutoCAD SHX Text 700.97

AutoCAD SHX Text 701.32

AutoCAD SHX Text 698.46

AutoCAD SHX Text 702.50

AutoCAD SHX Text 703.15

AutoCAD SHX Text 703.33

AutoCAD SHX Text 703.18

AutoCAD SHX Text 704.24

AutoCAD SHX Text 704.66

AutoCAD SHX Text 705.22

AutoCAD SHX Text 705.69

AutoCAD SHX Text 705.77

AutoCAD SHX Text 703.84

AutoCAD SHX Text 703.62

AutoCAD SHX Text 703.29

AutoCAD SHX Text 699.45

AutoCAD SHX Text 702.90

AutoCAD SHX Text 699.71

AutoCAD SHX Text 702.71

AutoCAD SHX Text 702.22

AutoCAD SHX Text 699.55

AutoCAD SHX Text 698.93

AutoCAD SHX Text 701.38

AutoCAD SHX Text 701.94

AutoCAD SHX Text 701.08

AutoCAD SHX Text 700.12

AutoCAD SHX Text 696.64

AutoCAD SHX Text 696.31

AutoCAD SHX Text 699.10

AutoCAD SHX Text 699.92

AutoCAD SHX Text 698.31

AutoCAD SHX Text 697.35

AutoCAD SHX Text 694.07

AutoCAD SHX Text 693.12

AutoCAD SHX Text 696.05

AutoCAD SHX Text 696.78

AutoCAD SHX Text 695.58

AutoCAD SHX Text 694.23

AutoCAD SHX Text 691.11

AutoCAD SHX Text 691.12

AutoCAD SHX Text 693.63

AutoCAD SHX Text 694.13

AutoCAD SHX Text 692.28

AutoCAD SHX Text 691.30

AutoCAD SHX Text 688.67

AutoCAD SHX Text 687.78

AutoCAD SHX Text 691.07

AutoCAD SHX Text 690.60

AutoCAD SHX Text 689.87

AutoCAD SHX Text 687.14

AutoCAD SHX Text 687.00

AutoCAD SHX Text 689.44

AutoCAD SHX Text 690.03

AutoCAD SHX Text 689.64

AutoCAD SHX Text 688.79

AutoCAD SHX Text 686.34

AutoCAD SHX Text 686.43

AutoCAD SHX Text 688.52

AutoCAD SHX Text 689.35

AutoCAD SHX Text 689.09

AutoCAD SHX Text 688.50

AutoCAD SHX Text 687.07

AutoCAD SHX Text 688.55

AutoCAD SHX Text 686.76

AutoCAD SHX Text 689.11

AutoCAD SHX Text 689.58

AutoCAD SHX Text 688.55

AutoCAD SHX Text 687.03

AutoCAD SHX Text 690.20

AutoCAD SHX Text 688.95

AutoCAD SHX Text 686.33

AutoCAD SHX Text 689.77

AutoCAD SHX Text 689.13

AutoCAD SHX Text 687.17

AutoCAD SHX Text 688.26

AutoCAD SHX Text 689.82

AutoCAD SHX Text 690.15

AutoCAD SHX Text 690.58

AutoCAD SHX Text 691.63

AutoCAD SHX Text 692.27

AutoCAD SHX Text 690.96

AutoCAD SHX Text 691.21

AutoCAD SHX Text 689.62

AutoCAD SHX Text 688.97

AutoCAD SHX Text 690.42

AutoCAD SHX Text 690.49

AutoCAD SHX Text 690.27

AutoCAD SHX Text 690.72

AutoCAD SHX Text 690.65

AutoCAD SHX Text 688.07

AutoCAD SHX Text 687.40

AutoCAD SHX Text 690.30

AutoCAD SHX Text 690.43

AutoCAD SHX Text 689.62

AutoCAD SHX Text 687.12

AutoCAD SHX Text 691.63

AutoCAD SHX Text 691.94

AutoCAD SHX Text 691.34

AutoCAD SHX Text 691.55

AutoCAD SHX Text 691.12

AutoCAD SHX Text 686.70

AutoCAD SHX Text 689.54

AutoCAD SHX Text 689.40

AutoCAD SHX Text 689.39

AutoCAD SHX Text 689.21

AutoCAD SHX Text 686.02

AutoCAD SHX Text 690.80

AutoCAD SHX Text 690.72

AutoCAD SHX Text 685.84

AutoCAD SHX Text 686.03

AutoCAD SHX Text 689.72

AutoCAD SHX Text 689.78

AutoCAD SHX Text 690.27

AutoCAD SHX Text 690.98

AutoCAD SHX Text 691.06

AutoCAD SHX Text 691.55

AutoCAD SHX Text 691.30

AutoCAD SHX Text 692.12

AutoCAD SHX Text 692.83

AutoCAD SHX Text 694.15

AutoCAD SHX Text 693.83

AutoCAD SHX Text 695.84

AutoCAD SHX Text 695.85

AutoCAD SHX Text 696.99

AutoCAD SHX Text 696.54

AutoCAD SHX Text 697.76

AutoCAD SHX Text 698.01

AutoCAD SHX Text 699.14

AutoCAD SHX Text 698.82

AutoCAD SHX Text 700.31

AutoCAD SHX Text 700.35

AutoCAD SHX Text 701.23

AutoCAD SHX Text 701.02

AutoCAD SHX Text 701.60

AutoCAD SHX Text 702.37

AutoCAD SHX Text 703.13

AutoCAD SHX Text 703.82

AutoCAD SHX Text 704.08

AutoCAD SHX Text 704.39

AutoCAD SHX Text 703.27

AutoCAD SHX Text 702.60

AutoCAD SHX Text 695.86

AutoCAD SHX Text 691.30

AutoCAD SHX Text 688.12

AutoCAD SHX Text 683.64

AutoCAD SHX Text 684.70

AutoCAD SHX Text 688.77

AutoCAD SHX Text 689.59

AutoCAD SHX Text 683.69

AutoCAD SHX Text 682.85

AutoCAD SHX Text 687.65

AutoCAD SHX Text 690.13

AutoCAD SHX Text 690.89

AutoCAD SHX Text 689.29

AutoCAD SHX Text 689.39

AutoCAD SHX Text 683.93

AutoCAD SHX Text 687.79

AutoCAD SHX Text 679.12

AutoCAD SHX Text 685.48

AutoCAD SHX Text 677.69

AutoCAD SHX Text 685.46

AutoCAD SHX Text 687.72

AutoCAD SHX Text 684.38

AutoCAD SHX Text 683.94

AutoCAD SHX Text 683.59

AutoCAD SHX Text 684.41

AutoCAD SHX Text 684.82

AutoCAD SHX Text 685.28

AutoCAD SHX Text 685.11

AutoCAD SHX Text 685.29

AutoCAD SHX Text 690.37

AutoCAD SHX Text 689.47

AutoCAD SHX Text 687.57

AutoCAD SHX Text

AutoCAD SHX Text T

AutoCAD SHX Text C

AutoCAD SHX Text T

AutoCAD SHX Text

8" STR

AutoCAD SHX Text

8" STR

AutoCAD SHX Text

AutoCAD SHX Text C7

AutoCAD SHX Text C8

AutoCAD SHX Text

ISSUED FOR

AutoCAD SHX Text

FINAL RECORD

AutoCAD SHX Text

CONSTRUCTION

AutoCAD SHX Text

472/22269.SMD

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

IDENTIFICATION NO.

AutoCAD SHX Text

FILE NO.

AutoCAD SHX Text

PRELIMINARY

AutoCAD SHX Text

CHECKED: CD

AutoCAD SHX Text

DRAWN: PT

AutoCAD SHX Text

DESIGNED: KE

AutoCAD SHX Text

DATE

AutoCAD SHX Text

APPROVED: KE

AutoCAD SHX Text

TUEBOR

AutoCAD SHX Text C

AutoCAD SHX Text R

AutoCAD SHX Text S

AutoCAD SHX Text M

AutoCAD SHX Text P

AutoCAD SHX Text U

AutoCAD SHX Text C

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text I

AutoCAD SHX Text E

AutoCAD SHX Text Created by Robert W. Loftis

AutoCAD SHX Text

APRL 11, 2023

AutoCAD SHX Text Client Bellamy Creek Correctional Facility - Paving Improvement Project

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

Existing Conditions - Dormitory Drive and Lot

FLAG POLE

POSTS

GUARD

STEEL

POSTS

STEEL

GUARD

X X

X X X X X

X X

PROPANE TANK

C10

C11

C12

C13

C14

Know what's below.

before you dig.Call

I N

E P

A U

Q I

S M

A N

E C

M A

L U

S N

La nd sc ap e A rc hi te ct ur e

Pl an ni ng

E ng in ee ri ng

B ec ke tt

R ae d er , I n c.

W es t W ill ia m , S ui te

A nn

A rb or , M

I 4

B ec ke tt R ae d er

R i

DEMOLITION NOTES

Bluewater Hwy

C 2.

400200100500 300

ENLARGEMENT SEE SHEET C2.1

ENLARGEMENT SEE SHEET C2.2

REMOVE EXISTING

CONCRETE WALK

PULVERIZE EXISTING

ASPHALT

PULVERIZE EXISTING

ASPHALT

SESC LEGEND

LIMITS OF DISTURBANCE

INLET FILTER

FILTER FABRIC FENCE

DEMOLITION LEGEND

REMOVE EXISTING CONCRETE PAVING

REMOVE TOPSOIL

REMOVE TREE

SAWCUT PAVEMENT

REMOVE EXISTING BITUMINOUS ASPHALT

SOIL BORING NO.

S51

R REMOVE ITEM

PROTECT ITEM

PULVERIZE EXISTING BITUMINOUS ASPHALT

REMOVE EXISTING BITUMINOUS ASPHALT AND BASE

REMOVE EXISTING GRAVEL

ADD ALT #2

A D

D A

LT #1

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 USING

GROUND PENETRATING RADAR AND HYDROEXCAVATION (WHERE UTILITIES ARE SUSPECTED)

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 SPOIL MATERIAL, INCLUDING TOPSOIL, TO BE REMOVED OFF SITE AND DISPOSED IN A LEGAL

MANNER.

10. DISCHARGE OF WATER, DUST, OR DEBRIS FROM CONCRETE AND ASPHALT WORK TO STORM OR

SANITARY SYSTEMS IS PROHIBITED.

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

12. 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.

A D

D A

LT #3

LIGHTS, TYP.P

SIDEWALKS, TYP.P

GUARD TOWERP

ASPHALT, NOT BASER

GATES, TYP.P

BUILDING P

LIGHTS, TYP.P

FENCEP

SIDEWALK P

AutoCAD SHX Text

FLAMMABLE LIQUID

AutoCAD SHX Text

BLDG 700

AutoCAD SHX Text

FIN FL EL 765.80

AutoCAD SHX Text

2500 GAL

AutoCAD SHX Text

DIESEL FUEL

AutoCAD SHX Text

STORAGE, SEE CE-21

AutoCAD SHX Text

WAREHOUSE

AutoCAD SHX Text

BLDG 500

AutoCAD SHX Text

GUARD TOWER B

AutoCAD SHX Text

BLDG 600

AutoCAD SHX Text

YARD-

AutoCAD SHX Text

TOILET

AutoCAD SHX Text

ADMINISTRATION

AutoCAD SHX Text

BLDG 100

AutoCAD SHX Text

GUARD TOWER A

AutoCAD SHX Text

PORT

AutoCAD SHX Text

CAR-

AutoCAD SHX Text

SALLY PORT

AutoCAD SHX Text

FIN FL EL 767.0

AutoCAD SHX Text

BLDG 400

AutoCAD SHX Text

EDUCATION-

AutoCAD SHX Text

RECREATION

AutoCAD SHX Text

BLDG 300

AutoCAD SHX Text

SUPPORT SERVICES

AutoCAD SHX Text

BLDG 200

AutoCAD SHX Text

HOUSING

AutoCAD SHX Text

UNIT 1

AutoCAD SHX Text

UNIT 2

AutoCAD SHX Text

HOUSING

AutoCAD SHX Text

HOUSING

AutoCAD SHX Text

UNIT 7

AutoCAD SHX Text

HOUSING

AutoCAD SHX Text

UNIT 3

AutoCAD SHX Text

HOUSING

AutoCAD SHX Text

UNIT 4

AutoCAD SHX Text

HOUSING

AutoCAD SHX Text

UNIT 6

AutoCAD SHX Text

HOUSING

AutoCAD SHX Text

UNIT 5

AutoCAD SHX Text

SAN

AutoCAD SHX Text

IE 756.50

AutoCAD SHX Text

IE 760.50

AutoCAD SHX Text

SAN

AutoCAD SHX Text

SAN

AutoCAD SHX Text

IE 758.80

AutoCAD SHX Text

IE 754.00

AutoCAD SHX Text

SAN

AutoCAD SHX Text

IE 755.50

AutoCAD SHX Text

6" SAN

AutoCAD SHX Text

IE 754.00

AutoCAD SHX Text

IE 754.00

AutoCAD SHX Text

IE 754.00

AutoCAD SHX Text

SAN

AutoCAD SHX Text

SAN

AutoCAD SHX Text

SAN

AutoCAD SHX Text

IE 754.00

AutoCAD SHX Text

SAN

AutoCAD SHX Text

MAINTENANCE BUILDING

AutoCAD SHX Text

SHED

AutoCAD SHX Text

SHED

AutoCAD SHX Text

SHED

AutoCAD SHX Text

ISSUED FOR

AutoCAD SHX Text

FINAL RECORD

AutoCAD SHX Text

CONSTRUCTION

AutoCAD SHX Text

472/22269.SMD

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

IDENTIFICATION NO.

AutoCAD SHX Text

FILE NO.

AutoCAD SHX Text

PRELIMINARY

AutoCAD SHX Text

CHECKED: CD

AutoCAD SHX Text

DRAWN: PT

AutoCAD SHX Text

DESIGNED: KE

AutoCAD SHX Text

DATE

AutoCAD SHX Text

APPROVED: KE

AutoCAD SHX Text

TUEBOR

AutoCAD SHX Text C

AutoCAD SHX Text R

AutoCAD SHX Text S

AutoCAD SHX Text M

AutoCAD SHX Text P

AutoCAD SHX Text U

AutoCAD SHX Text C

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text I

AutoCAD SHX Text E

AutoCAD SHX Text Created by Robert W. Loftis

AutoCAD SHX Text

APRL 11, 2023

AutoCAD SHX Text Client Bellamy Creek Correctional Facility - Paving Improvement Project

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

SESC and Demo - Main Facility Overall

4" N

6" N G

4" NG

6" NG

4" NG

" S

12" STW

" S

12" STW

21" STW

15" S

" S

IE 756.20

SAN

IE 759.50

6" SAN

8" SAN

6" FW

8" DW

4" F

10" FW

8" F

3" D

8" DW

10" FW

10" PW

" P

16" PW

10" PW

" F

6" FW

10" FW

" F

ADD ALT #2

A D

D A

LT #1

ADD ALT #3

Know what's below.

before you dig.Call

I N

E P

A U

Q I

S M

A N

E C

M A

L U

S N

La nd sc ap e A rc hi te ct ur e

Pl an ni ng

E ng in ee ri ng

B ec ke tt

R ae d er , I n c.

W es t W ill ia m , S ui te

A nn

A rb or , M

I 4

B ec ke tt R ae d er

R i

16080400

LIGHT, TYP.P

C 2.

C2.4

3INLET FILTER

PROTECTION

TOP SOILR

C2.4

1 FILTER FABRIC

FENCE

C2.4

3INLET FILTER

PROTECTION, TYP.

C2.4

3 INLET FILTER

PROTECTION, TYP.

DEMOLITION NOTES

SESC LEGEND

LIMITS OF DISTURBANCE

INLET FILTER

FILTER FABRIC FENCE

DEMOLITION LEGEND

REMOVE EXISTING CONCRETE PAVING

REMOVE TOPSOIL

REMOVE TREE

SAWCUT PAVEMENT

REMOVE EXISTING BITUMINOUS ASPHALT, NOT BASE

SOIL BORING NO.

S51

R REMOVE ITEM

PROTECT ITEM

EX. CONCRETER

ASPHALT AND BASER

PULVERIZE EXISTING BITUMINOUS ASPHALT

TOP SOILR

LIGHT, TYP. P

STRUCTURE AND CASTING, TYP.

REMOVE EXISTING BITUMINOUS ASPHALT AND BASE

REMOVE EXISTING GRAVEL

GRAVEL R

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 USING

GROUND PENETRATING RADAR AND HYDROEXCAVATION (WHERE UTILITIES ARE SUSPECTED)

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 SPOIL MATERIAL, INCLUDING TOPSOIL, TO BE REMOVED OFF SITE AND DISPOSED IN A LEGAL

MANNER.

10. DISCHARGE OF WATER, DUST, OR DEBRIS FROM CONCRETE AND ASPHALT WORK TO STORM OR

SANITARY SYSTEMS IS PROHIBITED.

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

12. 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.

EXISTING CONCRETE

PAVEMENT

EXISTING CONCRETE

PAVEMENT

EXISTING CONCRETE

PAVEMENT

P EXISTING CONCRETE

SIDEWALK

P EXISTING SANITARY

STRUCTURE

AutoCAD SHX Text

FLAMMABLE LIQUID

AutoCAD SHX Text

BLDG 700

AutoCAD SHX Text

FIN FL EL 765.80

AutoCAD SHX Text

2500 GAL

AutoCAD SHX Text

DIESEL FUEL

AutoCAD SHX Text

STORAGE, SEE CE-21

AutoCAD SHX Text

WAREHOUSE

AutoCAD SHX Text

BLDG 500

AutoCAD SHX Text

ADMINISTRATION

AutoCAD SHX Text

BLDG 100

AutoCAD SHX Text

PORT

AutoCAD SHX Text

CAR-

AutoCAD SHX Text

MAINTENANCE BUILDING

AutoCAD SHX Text

ISSUED FOR

AutoCAD SHX Text

FINAL RECORD

AutoCAD SHX Text

CONSTRUCTION

AutoCAD SHX Text

472/22269.SMD

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

IDENTIFICATION NO.

AutoCAD SHX Text

FILE NO.

AutoCAD SHX Text

PRELIMINARY

AutoCAD SHX Text

CHECKED: CD

AutoCAD SHX Text

DRAWN: PT

AutoCAD SHX Text

DESIGNED: KE

AutoCAD SHX Text

DATE

AutoCAD SHX Text

APPROVED: KE

AutoCAD SHX Text

TUEBOR

AutoCAD SHX Text C

AutoCAD SHX Text R

AutoCAD SHX Text S

AutoCAD SHX Text M

AutoCAD SHX Text P

AutoCAD SHX Text U

AutoCAD SHX Text C

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text I

AutoCAD SHX Text E

AutoCAD SHX Text Created by Robert W. Loftis

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APRL 11, 2023

AutoCAD SHX Text Client Bellamy Creek Correctional Facility - Paving Improvement Project

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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

SESC and Demo - West Parking Lot

12" STW

30" STW

" S

12" STW

15" STW

" S

15" STW

18" STW

12" STW

21" STW

15" S

12" STW

" S

12" STW

" S

12" STW

15" STW

" S

15" STW

12" STW

" S

''S

4" U

4" UD

18" C

18" CSP

15" CSP

" C

12" C

6" SAN

8" SAN

6" SAN

8" SAN 8" SAN

8" SAN

6" SAN

8" SAN

6" S

8" SAN

6" SAN

8" S

6" SAN

8" S

1" D

8" DW

10" FW

8" DW

10" FW

6" D

W 8"

F W

16" PW

6" F

8" DW 10" FW

4" D

8" F

1" D

IE 756.50

SAN

IE 758.50

SAN

IE 758.50

Know what's below.

before you dig.Call

I N

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A U

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M A

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16080400

P LIGHT,

TYP.

LIGHT, TYP.P

GUARD RAILP

C 2.

FENCINGP

LIGHT, TYP.P

LIGHTS, TYP.P

C2.4

1 FILTER FABRIC

FENCE

C2.4

3 INLET FILTER

PROTECTION, TYP.

R TOP SOIL

FOR ROAD WIDENING

C2.4

3INLET FILTER

PROTECTION

C2.4

3 INLET FILTER

PROTECTION, TYP.

RLAWN & TOP SOIL

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 USING

GROUND PENETRATING RADAR AND HYDROEXCAVATION (WHERE UTILITIES ARE SUSPECTED)

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 SPOIL MATERIAL, INCLUDING TOPSOIL, TO BE REMOVED OFF SITE AND DISPOSED IN A LEGAL

MANNER.

10. DISCHARGE OF WATER, DUST, OR DEBRIS FROM CONCRETE AND ASPHALT WORK TO STORM OR

SANITARY SYSTEMS IS PROHIBITED.

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

12. 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

SESC NOTES

SEE SHEET C2.4 FOR SESC NOTES

SESC LEGEND

LIMITS OF DISTURBANCE

INLET FILTER

FILTER FABRIC FENCE

SOIL BORING NO.

S51 C2.4

3 INLET FILTER

PROTECTION, TYP.

LIGHT, TYP.P

TREEP

P HYDRANT

CONCRETEP

CONCRETE WALLP

R ASPHALT

AND BASE

CONCRETE P

TREES

LIGHTS ADJACENT TO

ENTRANCE DRIVE, TYP.

GATEP

STRUCTURE AND CASTING, TYP.P

CONCRETE BASES, TYP.

(FOR ROOF OVERHANG)

DEMOLITION LEGEND

REMOVE EXISTING CONCRETE PAVING

REMOVE TOPSOIL

REMOVE TREE

SAWCUT PAVEMENT

REMOVE EXISTING BITUMINOUS ASPHALT, NOT BASE

R REMOVE ITEM

PROTECT ITEM

PULVERIZE EXISTING BITUMINOUS ASPHALT

REMOVE EXISTING BITUMINOUS ASPHALT AND BASE

REMOVE EXISTING GRAVEL

RGATE

FENCINGP

C2.4

3 INLET FILTER

PROTECTION, TYP.

LAWN & TOP SOIL

(AS NEEDED TO

PROVIDE MIN 2%

SLOPE FROM EDGE OF

PAVEMENT TO CB)

LAWN & TOP SOIL

(AS NEEDED TO PROVIDE

MIN 2% SLOPE FROM EDGE

OF PAVEMENT TO CB)

LAWN & TOP SOIL

(AS NEEDED TO PROVIDE

MIN 2% SLOPE FROM EDGE

OF PAVEMENT TO CB)

LAWN & TOP SOIL

(AS NEEDED TO PROVIDE

MIN 2% SLOPE FROM EDGE

OF PAVEMENT TO CB)

LAWN & TOP SOIL

(AS NEEDED TO

PROVIDE MIN 2% SLOPE

FROM EDGE OF

PAVEMENT TO CB)

CONCRETE P

SHEDS, TYP.P

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GUARD TOWER A

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SALLY PORT

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FIN FL EL 767.0

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BLDG 400

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SUPPORT SERVICES

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BLDG 200

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HOUSING

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UNIT 2

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HOUSING

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18" STW

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SHED

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SHED

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SHED

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