Bellamy Creek CF - Bid Set_Part 2.pdf

PDF 4 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 in Ionia County, Michigan. The project involves various paving improvements, including standard duty asphalt, heavy duty asphalt, concrete pavement, and related site work such as grading, drainage, and landscaping restoration. The bid attachments provide detailed information on the layout, materials, and grading for the main facility, west parking lot, entrance drive, loading drive, dormitory drive, and patrol corners. Key dates include a 2:00 p.m. bid deadline and approval for emailed submissions on a case-by-case basis. The contract term is not specified.

The bid documents provide specifications for the different paving and concrete pavement options, with details on material composition, thicknesses, and subgrade preparation. Pricing details are not included, but the bid appears to involve a mix of add alternates and standard bid items. No information is provided on set-asides, incumbents, or funding sources. Contractors are advised to use ground penetrating radar to locate existing utilities and hydroexcavation where utilities are suspected.

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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
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
Bellamy Creek CF - Bid Set_Part 1.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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FLAG POLE

POSTS

GUARD

STEEL

POSTS

STEEL

GUARD

X X

X X X X X

X X

VAN

ACCESSIBLE

VAN

ACCESSIBLE

M O

Y C

O N

PROPANE TANK

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

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

Pl an ni ng

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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.

6. ALL NON-ADA PARKING LOT HATCH STRIPING SHALL BE YELLOW

STRIPING PAINT, AT 45 DEGREE ANGLE, WITH 18" SEPARATION OF

HATCH LINES. SEE SPECIFICATIONS FOR FURTHER INFORMATION.

7. IN AREAS OF UNDERGROUND WORK, CONTRACTOR SHALL USE GROUND

PENETRATING RADAR TO LOCATE EXISTING UTILITIES. WHERE UTILITIES

ARE SUSPECTED, HYDROEXCAVATING WILL BE REQUIRED.

LAYOUT & MATERIALS LEGEND

Bluewater Hwy

C 3.

400200100500 300

ENLARGEMENT SEE SHEET C3.1

ENLARGEMENT SEE SHEET C3.2

PROPOSED 5'

CONCRETE WALK

(WITH 2% CROSS

SLOPE)

C4.0

7CRUSH AND SHAPE:

STANDARD DUTY

ASPHALT

C4.0

8CRACK FILL AND

SEAL COAT

ENLARGEMENT SEE SHEET C3.3

REMOVE AND REPLACE

STANDARD DUTY

CONCRETE WALK

EXPANSION JOINT

CONTROL JOINT

PROPOSED STANDARD DUTY

CONCRETE PAVEMENT

EXPANSION JOINT

CONTROL JOINT

PROPOSED HEAVY DUTY CONCRETE

PAVEMENT

GRADING NOTES

GRADING & DRAINAGE LEGEND

SEE SHEET C3.1

PROPOSED STORM INLET/CATCH BASIN

PROPOSED FENCE

CONCRETE CURB & GUTTER

PROPOSED BOLLARD

LANDSCAPE RESTORATION - 4"

TOPSOIL AND HYDROSEED

C4.0

3STANDARD DUTY

ASPHALT ON EX. BASE

STANDARD DUTY ASPHALT W/ NEW BASE

CRUSH AND SHAPE: STANDARD DUTY ASPHALT

HEAVY DUTY ASPHALT W/ NEW BASE

CRACK SEAL AND SEAL ASPHALT

C4.0

STANDARD DUTY ASPHALT ON EX. BASE C4.0

CRUSH AND SHAPE: HEAVY DUTY ASPHALT C4.0

HEAVY DUTY ASPHALT ON EX. BASE C4.0

ADD ALT #2

A D

D A

LT #1

A D

D A

LT #3

C4.0

3STANDARD DUTY

ASPHALT ON EX. BASE

AutoCAD SHX Text

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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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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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

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

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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 Layout and Materials and Grading - Main Facility Overall

FLAG POLE

POSTS

GUARD

STEEL

POSTS

STEEL

GUARD

10.00'

9.50'

60.00'

30.00'

24.00'

230.50'

10.00'

ADD ALT #2

A D

D A

LT #1

ME RIM

12.00'

8.50' 5.00'

10.00'

64.29'

34.83'

+ME

VAN

ACCESSIBLE

VAN

ACCESSIBLE

M O

Y C

O N

1.0% M

+ME

9.50'

24.00'

28.85'

6.00'

10.00'

6.00'

24.00'

9.50'

31.52'

22.95'

14.57'

22.00'

20.00'

18.00'

ME RIM

ADD ALT #3

PROPANE TANK

18.00'

18.00' 18.00'

18.00'

1.0% M

1.0% MIN

36.00'

12.00'

R6.00'

12.00'

36.00'

R6.00'

4.00'

27.00'

2.0%

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

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

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B ec ke tt R ae d er

R i

16080400 C 3.

C4.0

3STANDARD DUTY ASPHALT

ON EX. BASE

C4.0

1 HEAVY DUTY CONCRETE

(ADD ALT #1 AND #2)

GRADING & DRAINAGE LEGEND

PROPOSED MAJOR CONTOUR

PROPOSED MINOR CONTOUR

EXISTING MAJOR CONTOUR

EXISTING MINOR CONTOUR

LIMIT OF WORK LINE

EXISTING SPOT GRADE

PROPOSED RIM ELEVATION (+700)

PROPOSED SPOT GRADE (+700)

MATCH EXISTING GRADE

PROPOSED RIM ADJUSTMENT ELEVATION (+700)

RIM 45.0

LP 47.5

45.5

ADJ 45.5

PROPOSED LOW POINT

LAYOUT & MATERIALS NOTES

SEE SHEET C3.0

GRADING NOTES

1. PROPOSED CONTOUR LINES AND SPOT ELEVATIONS REFLECT FINISH GRADES. HOLD DOWN

SUBGRADE ELEVATIONS ACCORDINGLY.

2. ADJUST RIM ELEVATIONS OF ALL UTILITIES AFFECTED BY WORK IN THIS CONTRACT.

3. 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 ENGINEER FOR

RESOLUTION.

4. CONTRACTOR SHALL CONFIRM ALL EXISTING AND PROPOSED GRADES PRIOR TO CONSTRUCTION.

WORK COMPLETED WITHOUT APPROVAL MAY BE REJECTED.

5. NO CHANGES IN CONTRACT PRICE WILL BE AWARDED FOR ACTUAL OR CLAIMED DISCREPANCY BETWEEN EXISTING GRADE AND THOSE SHOWN ON PLANS AFTER CONTRACTOR HAS ACCEPTED EXISTING GRADES

AND MOVED ON TO THE SITE.

6. ALL PROPOSED GRADES ARE TO MEET AND BLEND WITH EXISTING GRADES.

7. THE CONTRACTOR SHALL RESTORE ALL AREAS DISTURBED BY THEIR CONSTRUCTION OPERATIONS TO A

CONDITION EQUAL TO OR BETTER THAN THAT EXISTING PRIOR TO CONSTRUCTION. THE

CONTRACTOR SHALL CLEAN UP AND HAUL AWAY ALL CONSTRUCTION DEBRIS AND LITTER

CAUSED BY THEIR OPERATIONS.

8. CONTRACTOR IS RESPONSIBLE FOR RESOLVING ANY DRAINAGE PROBLEMS WHICH ARE A RESULT OF THE

CONTRACTOR'S ACTIVITIES.

9. EXISTING TREES TO REMAIN SHALL BE PROTECTED. EXTREME CARE SHOULD BE TAKEN TO AVOID DISRUPTION OF ROOTS. ALL GRADING BENEATH TREE CANOPY SHALL BE DONE BY HAND. NO HEAVY

EQUIPMENT IS ALLOWED BENEATH TREE CANOPY.

10. IN AREAS OF UNDERGROUND WORK, CONTRACTOR SHALL USE GROUND PENETRATING RADAR TO LOCATE EXISTING UTILITIES. WHERE UTILITIES ARE SUSPECTED, HYDROEXCAVATING WILL BE REQUIRED.

11. ALL SPOILS FROM EXCAVATION SHALL BE DEPOSITED AT THE HANDLON CORRECTIONAL FACILITY LOCATED

ACROSS THE STREET AT 1728 BLUEWATER HIGHWAY.

EXPANSION JOINT

CONTROL JOINT

PROPOSED STANDARD DUTY

CONCRETE PAVEMENT

EXPANSION JOINT

CONTROL JOINT

PROPOSED HEAVY DUTY CONCRETE

PAVEMENT

LAYOUT & MATERIALS LEGEND

C4.0

1HEAVY DUTY

CONCRETE

PROPOSED FENCE

CONCRETE CURB & GUTTER

LANDSCAPE RESTORATION - 4"

TOPSOIL AND HYDROSEED

C4.0

7CRUSH AND SHAPE:

STANDARD DUTY

ASPHALT

NOTE:

PARKING LOT TO MATCH EXISTING GRADING

FOR PROPER DRAINAGE TO EXISTING CATCH

BASINS.

CONTRACTOR TO RESET ALL CASTINGS IN AREA

OF PAVEMENT RENOVATIONS TO EXISTING

ELEVATIONS AND RE-MORTAR IN PLACE

C4.0

7CRUSH AND SHAPE:

STANDARD DUTY

ASPHALT

C4.0

PYRAMID BASE SIGNS

C4.0

10BARRIER FREE PARKING

STALL STRIPING

C4.0

9CAR PARKING STRIPING

STANDARD DUTY ASPHALT W/ NEW BASE

CRUSH AND SHAPE: STANDARD DUTY ASPHALT

HEAVY DUTY ASPHALT W/ NEW BASE

CRACK SEAL AND SEAL ASPHALT

C4.0

STANDARD DUTY ASPHALT ON EX. BASE C4.0

CRUSH AND SHAPE: HEAVY DUTY ASPHALT C4.0

HEAVY DUTY ASPHALT ON EX. BASE C4.0

C4.0

2STANDARD DUTY ASPHALT

W/ NEW BASE

C4.0

2STANDARD DUTY ASPHALT

W/ NEW BASE

SEE NOTE #6 (SHEET C3.0) FOR

STRIPING INFORMATION, TYP.

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-

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MAINTENANCE BUILDING

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ISSUED FOR

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FINAL RECORD

AutoCAD SHX Text

CONSTRUCTION

AutoCAD SHX Text

472/22269.SMD

AutoCAD SHX Text

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

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

AutoCAD SHX Text Layout and Materials and Grading - West Parking Lot

831.83

X X

4" N

4" NG

3" N

4" NG

6" NG

R60'

R5 0.

.0 0'

95.80'

28.00' 3.00'

1.00'

160.00'

30.00'

+ME

5.00'

ME RIM

2.0%

2.0% 2.0%

2.0%

+HP

2.0% 2.0%

2.0%

2.0% 2.0%

+ME

2.0%

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

LAYOUT & MATERIALS NOTES

SEE SHEET C3.0

C 3.

R.O.W.

Bluewater Hwy

C4.0

1HEAVY DUTY

CONCRETE

C4.0

4 STANDARD DUTY ASPHALT

ON NEW BASE

GRADING & DRAINAGE LEGEND

PROPOSED MAJOR CONTOUR

PROPOSED MINOR CONTOUR

EXISTING MAJOR CONTOUR

EXISTING MINOR CONTOUR

LIMIT OF WORK LINE

EXISTING SPOT GRADE

PROPOSED RIM ELEVATION (+700)

PROPOSED SPOT GRADE (+700)

MATCH EXISTING GRADE

PROPOSED RIM ADJUSTMENT ELEVATION (+700)

RIM 45.0

LP 47.5

45.5

ADJ 45.5

PROPOSED LOW POINT

EXPANSION JOINT

CONTROL JOINT

PROPOSED STANDARD DUTY

CONCRETE PAVEMENT

EXPANSION JOINT

CONTROL JOINT

PROPOSED HEAVY DUTY CONCRETE

PAVEMENT

LAYOUT & MATERIALS LEGEND

GRADING NOTES

SEE SHEET C3.1

C4.0

4HEAVY DUTY ASPHALT

W/ NEW BASE

C4.0

4 HEAVY DUTY ASPHALT

W/ NEW BASE

PROPOSED FENCE

CONCRETE CURB & GUTTER

C4.1

34' CHAINLINK FENCE

(DO NOT CONNECT TO

PERIMETER FENCE, 3 FEET

SEPARATION)

LANDSCAPE RESTORATION - 4"

TOPSOIL AND SEED

LANDSCAPE

RESTORATION, TYP.

(RESTORE POSITIVE

DRAINAGE TO CBs)

CONTRACTOR TO GRADE EDGE

OF GRASS ISLAND (ADJACENT TO

ASPHALT) TO ENSURE POSITIVE

DRAINAGE TO CATCH BASINS

C4.0

7CRUSH AND SHAPE:

STANDARD DUTY ASPHALT

C4.0

6 CRUSH AND SHAPE:

HEAVY DUTY ASPHALT

C4.0

7CRUSH AND SHAPE:

STANDARD DUTY ASPHALT

C4.0

3 STANDARD DUTY ASPHALT

ON EX. BASE

C4.0

5HEAVY DUTY ASPHALT

ON EX. BASE

STANDARD DUTY ASPHALT W/ NEW BASE

CRUSH AND SHAPE: STANDARD DUTY ASPHALT

HEAVY DUTY ASPHALT W/ NEW BASE

CRACK SEAL AND SEAL ASPHALT

C4.0

STANDARD DUTY ASPHALT ON EX. BASE C4.0

CRUSH AND SHAPE: HEAVY DUTY ASPHALT C4.0

HEAVY DUTY ASPHALT ON EX. BASE C4.0

LANDSCAPE

RESTORATION, TYP.

(RESTORE PROPER FLOW

TO CBs)

LANDSCAPE

RESTORATION, TYP.

(TO RESTORE POSITIVE

DRAINAGE TO CBs)

NOTE: CONTRACTOR TO

GRADE AREA TO 2% SLOPE TO

ENSURE POSITIVE DRAINAGE TO

EXISTING STRUCTURE(S)

C4.1

6DOUBLE SWING GATE

C4.0

5HEAVY DUTY ASPHALT

ON EX. BASE

C4.0

3 STANDARD DUTY ASPHALT

ON EX. BASE

(ADJACENT TO EX. CURB)

C4.0

2STANDARD DUTY ASPHALT

W/ NEW BASE

WHITE DOUBLE STRIPED

CENTER LNE

NOTE:

CONTRACTOR TO RESET ALL CASTINGS

IN AREAS OF PAVEMENT RENOVATION

WORK TO EXISTING ELEVATIONS AND

RE-MORTAR IN PLACE

NOTE: CONTRACTOR TO

GRADE AREA TO 2% SLOPE TO

ENSURE POSITIVE DRAINAGE TO

EXISTING STRUCTURE(S)

NOTE: CONTRACTOR TO

GRADE AREAS TO 2% SLOPE

TO ENSURE POSITIVE DRAINAGE

TO EXISTING STRUCTURE(S)

CRITICAL DRAINAGE ROUTE

(CONTRACTOR TO IMPROVE

OR MAINTAIN SLOPE SHALL

BE 2.0%)

C4.0

EX. DUMPSTER PAD

AutoCAD SHX Text

GUARD TOWER A

AutoCAD SHX Text

SALLY PORT

AutoCAD SHX Text

FIN FL EL 767.0

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BLDG 400

AutoCAD SHX Text

SUPPORT SERVICES

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BLDG 200

AutoCAD SHX Text

HOUSING

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UNIT 2

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HOUSING

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

AutoCAD SHX Text Layout and Materials and Grading - Entrance Dr. & Loading Dr.

9.5 0'

27.69'

18.00'

9.5 0'

9.50'

OTO

YCLE

ONLY

1.5% MIN

+RIMS 88.50 +

TC 103.85

BC 103.35

+ TC 103.30

BC 102.80

1.5% M

+ME

+ME+ME

15.32'

.31

2.0%

X X

2.0%

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

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B ec ke tt R ae d er

R i

C 3.

C4.1

3 STRAIGHT CURB

C4.0

5HEAVY DUTY ASPHALT

ON EX. BASE

ME RIM ELEV.

DORMITORY DRIVE AND LOT

PATROL RD. NE CORNER PATROL RD. SE CORNER

GRADING & DRAINAGE LEGEND

PROPOSED MAJOR CONTOUR

PROPOSED MINOR CONTOUR

EXISTING MAJOR CONTOUR

EXISTING MINOR CONTOUR

LIMIT OF WORK LINE

EXISTING SPOT GRADE

PROPOSED RIM ELEVATION (+600)

PROPOSED SPOT GRADE (+600)

PROPOSED TOP OF CURB GRADE (+600)

MATCH EXISTING GRADE

PROPOSED RIM ADJUSTMENT ELEVATION (+600)

PROPOSED BOTTOM OF CURB GRADE (+600)

RIM 45.0

T/W 47.5

45.5

TC 45.0

BC 45.0

ADJ 45.5

PROPOSED TOP OF WALL ELEVATION (+600)

LAYOUT & MATERIALS NOTES

SEE SHEET C.3.0

1206030150 90

EXPANSION JOINT

CONTROL JOINT

PROPOSED STANDARD DUTY

CONCRETE PAVEMENT

EXPANSION JOINT

CONTROL JOINT

PROPOSED HEAVY DUTY CONCRETE

PAVEMENT

LAYOUT & MATERIALS LEGEND

GRADING NOTES

SEE SHEET C3.1

PROPOSED STORM INLET/CATCH BASIN

PROPOSED FENCE

CONCRETE CURB & GUTTER

C4.1

4 DOUBLE INLET

STRUCTURE

C4.1

2CONCRETE ROLL CURB

& GUTTER (MDOT D2)

MATCH ADJACENT CURB

C4.0

4HEAVY DUTY ASPHALT

W/ NEW BASE

LANDSCAPE RESTORATION - 4" TOPSOIL AND

SEED

C4.0

7CRUSH AND SHAPE: STANDARD

DUTY ASPHALT

C4.0

7 CRUSH AND SHAPE: STANDARD

DUTY ASPHALT

STANDARD DUTY ASPHALT W/ NEW BASE

CRUSH AND SHAPE: STANDARD DUTY ASPHALT

HEAVY DUTY ASPHALT W/ NEW BASE

CRACK SEAL AND SEAL ASPHALT

C4.0

STANDARD DUTY ASPHALT ON EX. BASE C4.0

CRUSH AND SHAPE: HEAVY DUTY ASPHALT C4.0

C4.0

2STANDARD DUTY ASPHALT

W/ NEW BASE

HEAVY DUTY ASPHALT ON EX. BASE C4.0

NOTE: EXISTING PARKING LOT AND

DORMITORY DRIVE TO MATCH

EXISTING GRADING

C4.1

5CURB SPILLWAY

NOTE: CONTRACTOR SHALL FINE GRADE THE

TURNAROUND AREA SUCH THAT THE NEW

ASPHALT WILL SHEET FLOW AS SHOWN

NOTE: CONTRACTOR SHALL FINE GRADE THE

TURNAROUND AREA SUCH THAT THE NEW

ASPHALT WILL SHEET FLOW AS SHOWN

NOTE: CONTRACTOR SHALL GRADE END OF

SPILLWAY TO ENSURE POSITIVE DRAINAGE

TOWARDS EXISTING LOW AREA SOUTH OF ENTRY

DRIVE

C4.0

9 CAR PARKING STRIPING

C4.0

CONTRACTOR SHALL TIE

IN TO THE EXISTING 8"

PIPE AT EXISTING INVERT

OF 865.00

C4.1

3STRAIGHT CURB

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GUARD RAIL BETWEEN FENCE AND CURB

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8" STR

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8" STR

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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 Layout and Materials and Grading - Dorm Dr. and Patrol Corners

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NO SCALE

NOTES:

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

AREA BETWEEN EXPANSIONS JOINTS NOT TO EXCEED 320 SQ FT.

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

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

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

4. ALL EXPANSION JOINTS SHALL BE SEALED.

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

NOT SHOWN).

COMPACTED SUBGRADE

6" MDOT CL II GRANULAR

MATERIAL COMPACTED TO 98% OF

MAX. DENSITY UNDER PAVEMENT.

6" 6"

1/2" WIDE HAND TOOLED CONTROL JOINT

TO A MIN DEPTH OF 1". TOTAL DEPTH OF

CONTROL JOINT MUST BE 1/4 OF SLAB

THICKNESS. IF SAWCUT IS REQUIRED TO

MEET THIS DEPTH, IT MUST BE COMPLETED

WITHIN 24 HOURS AFTER HAND TOOLING.

8" 6"

V Y

D U

N D

D U

C4.0

12EXPANSION JOINT

VARIES

4" V

ES BARRIER FREE PARKING, AND VAN SIGNS

PER MI MANUAL OF UNIFORM TRAFFIC

CONTROL DEVICES (MMUTCD);

VINYL. RICE SIGNS; 888.728.7665;

REFLECTIVE VINYL;

ALUMINUM WITH PREDRILLED HOLES

AND HARDWARE

1 3/4" x 1 3/4" x 1/4"GALVANIZED

STEEL CAP WELD TO POST; PAINTED

11 Pyramid Base Sign

NO SCALE

Crack Fill and Seal Coat

ALL CRACKS 1/8" & LARGER SHALL BE

CLEANED USING COMPRESSED AIR PRIOR

TO INSTALLING SEALANT COMPOUND.

ONCE ALL CRACKS AND PATCHES

HAVE BEEN REPAIRED TO THE

APPROVAL OF THE PROJECT

ENGINEER AND CONSTRUCTION

MANAGER, CONTRACTOR SHALL

APPLY ONE APPLICATION OF

BITUMINOUS SEALER (ADVANCED

FORMULA J-16, OR APPROVED

EQUAL) AND RESTRIPE

BITUMINOUS AS REQ'D WITH OIL

BASE PAVEMENT MARKINGS,

COLOR SHALL MATCH EXISTING.

FILL CRACK FULL DEPTH

WITH HOT RUBBER

MIX.W.R MEADOWS

'HI=SPEC' POLYMERIC

JOINT SEALING

COUMPOUND

EXISTING ASPHALT

EXISTING BASE

MATERIAL

S S

EXISTING CONDITION

S S

6" M

REMOVE EXISTING

2"- 4.5" BIT.

PAVEMENT

Not to Scale

Standard Duty Asphalt on Existing Base

S S

EXISTING CONDITION

S S

8" M

Not to Scale

Heavy Duty Asphalt on Existing Base

SCALE 1/4" = 1' - 0"

Barrier Free Parking Stall Striping o

AS DIMENSIONED

ON PLAN

AS DIMENSIONED

ON PLAN

18"

UNIVERSAL BARRIER

FREE PARKING

SYMBOL

4" BLUE PARKING

SPACE STRIPE

4" YELLOW DIVIDER STRIPE, AS

SPEC'D

4" BLUE

AISLE STRIPE

EXISTING 5"- 11"

BASE MATERIAL

EXISTING 4.5"- 7"

BASE MATERIAL

SCALE 1/4" = 1' - 0"

Car Parking Striping

4" YELLOW

PARKING SPACE

STRIPE

A S

O N

N P

AS DIMENSIONED ON PLANS

C 4.

COMPACT AND PROOF ROLL SUBGRADE.

INSTALL NEW MDOT 21AA AGGREGATE BASE,

IF NECESSARY UNDERCUT AT DIRECTION OF

ENGINEER.

EXISTING CONDITION

S S

REMOVE EXISTING

GRASS/TOPSOIL

OR EXISTING

PAVEMENT

Not to Scale

Standard Duty Asphalt with New Base

1.5" MDOT 36A

WEARING COURSE

MDOT SS-1H

TACK COAT

2.0" MDOT 13A LEVELING

COURSE

REMOVE EXISTING

SUB BASE AS

NECESSARY FOR

NEW PAVEMENT

CROSS SECTION

AND BASE

MATERIAL

COMPACTED AGGREGATE

BASE MATERIAL AS SPECIFIED

COMPACTED SUBGRADE

COMPACTED GRANULAR

SUBBASE AS SPECIFIED

PROPOSED PROPOSED

1.5" MDOT 36A

WEARING COURSE

MDOT SS-1H

TACK COAT

2.0" MDOT 13A LEVELING

COURSE

EXISTING CONDITION

S S

REMOVE EXISTING

GRASS/TOPSOIL

OR EXISTING

PAVEMENT

Not to Scale

Heavy Duty Asphalt with New Base

1.5" MDOT 36A

WEARING COURSE

MDOT SS-1H

TACK COAT

2.5" MDOT 13A LEVELING

COURSE

REMOVE EXISTING

SUB BASE AS

NECESSARY FOR

NEW PAVEMENT

CROSS SECTION

AND BASE

MATERIAL

COMPACTED AGGREGATE

BASE MATERIAL AS SPECIFIED

COMPACTED SUBGRADE

COMPACTED GRANULAR

SUBBASE AS SPECIFIED

PROPOSED

COMPACT AND PROOF ROLL SUBGRADE.

INSTALL NEW MDOT 21AA AGGREGATE BASE,

IF NECESSARY UNDERCUT AT DIRECTION OF

ENGINEER.

1.5" MDOT 36A

WEARING COURSE

MDOT SS-1H

TACK COAT

2.5" MDOT 13A LEVELING

COURSE

S S

EXISTING CONDITION

S S 1.

5" 8"

PULVERIZE

EXISTING 2"-3.5"

BIT. PAVEMENT

Not to Scale

Crush and Shape, Standard Duty Asphalt

EXISTING 5"-8"

TOTAL

AGGREGATE BASE

TO REMAIN

PROOFROLL EXISTING AGGREGATE BASE

PLACE 1.5" MDOT 36A

WEARING COURSE

MDOT SS-1H

TACK COAT

PLACE 2" MDOT 13A

LEVELING COURSE

SHAPE & COMPACT 3"

EXISTING BIT MATERIAL

SEE PLANS & NOTE BELOW.

ADJACENT TREATMENT VARIES

JOINT FILLER

1/ 2"

1/2" BACKER ROD

PREMOLDED FIBER

POLYSEALANT

COMPACTED BASE

CONCRETE SIDEWALK

12 Expansion & Control Joint

NO SCALE

NOTE: SEALANT JOINT SHALL OCCUR

AT ALL EXPANSION JOINTS INDICATED

ON PLANS AND WHERE CONCRETE

WALKS ABUTT SUPPORTED CONCRETE

SLABS, BUILDING WALL, RETAINING

WALLS, OR CURBS.

S S

EXISTING CONDITION

S S 1.

5" 8"

PULVERIZE

EXISTING 2"-3.5"

BIT. PAVEMENT

Not to Scale

Crush and Shape, Heavy Duty Asphalt

EXISTING 5"-8"

TOTAL

AGGREGATE BASE

TO REMAIN

PROOFROLL EXISTING AGGREGATE BASE

PLACE 1`.5" MDOT 36A

WEARING COURSE

MDOT SS-1H

TACK COAT

PLACE 2.5" MDOT 13A

LEVELING COURSE

SHAPE & COMPACT 3"

EXISTING BIT MATERIAL

NOTE: NEW TOP OF HMA BITUMINOUS

TO MATCH EXISTING CURB GUTTER

ELEVATION

Concrete Pavement

REMOVE EXISTING

3"- 4" BIT.

4" YELLOW DIVIDER STRIPE, AS

SPEC'D

AutoCAD SHX Text

ISSUED FOR

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FINAL RECORD

AutoCAD SHX Text

CONSTRUCTION

AutoCAD SHX Text

472/22269.SMD

AutoCAD SHX Text

SHEET

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IDENTIFICATION NO.

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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

Site Details

I N

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M A

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

Pl an ni ng

E ng in ee ri ng

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R ae d er , I n c.

W es t W ill ia m , S ui te

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C 4.

NO SCALE

Double Inlet Structure

4'-0"

P 6"

80"

64"

NOTE:

FRONT EDGE OF INLET

SHALL BE FLUSH WITH

FRONT EDGE OF GUTTER

(EDGE OF METAL)

CASTING AS SPECIFIED

MIN. (1)-MAX. (3) BRICK

COURSES FOR ADJUSTING

CASTING TO FINISH GRADE

6" WRAPPED EDGE DRAIN

2- 8" X 8" X 40" PRECAST

CONC. LINTELS WITH 2 -#3

BARS EACH

8" X8" X16" CONC. BLOCK

WITH MORTARED JOINT AND

FILLED CORES. OUTSIDE FACE

SHALL RECIEVE 1/2" MORTAR

COAT AND STRUCK SMOOTH

PRECAST OR POURED-IN-PLACE

CONCRETE BASE

MORTAR JOINT

PRECAST OR POURED-IN-PLACE

MIN. 4" 21AA STONE BEDDING

AND BACKFILL UNDER BASE AND

TO FIRST PIPE JOINT

MORTAR JOINT

PIPE AS

SPECIFIED

2'-0" DIA.

2"X8"X8"X40" PRECAST CONC.

LINTELS WITH 2-#3 BARS EACH

V A

1 Chain Link Fence Detail

NO SCALE

CL CL

RAIL TIE @

24" O.C.

ROUNDLINE POST

(2.375" OD) WITH

FLAT TOP

LINE POST TIE @

15" O.C.

TENSION WIRE

1'-0" DIA. CONC. FOOTING

TURN BUCKLE

TENSION BAR

ROUND END & CORNER

POST (2.875" OD) WITH

FLAT TOP

CHAIN LINK FABRIC

WITH TOP SELVAGE

TWISTED

BOTTOM SELVAGE KNUCKLED

1 5/8" OD

TOP RAIL

8'-0" MAX.

N S

G H

T 4"

3' -6

NO SCALE

Roll Curb & Gutter / MDOT D2 (Mod.)

12"R6"R

ADJACENT TREATMENT,

SEE PLANS

DROP CURB

6" COMPACTED AGGREGATE

BASE AS SPECIFIED

COMPACTED SUBGRADE

#4 REBAR

CONCRETE CURB & GUTTER

WITH LIGHT BROOM FINISH

PARALLEL TO ROADWAY

2'-0"

4" 10" 10"

1' -2

FLUSH CURB WHERE

INDICATED ON PLANS

ADJACENT BITUMINOUS

PAVEMENT

CONCRETE SPILLWAY

GEOTEXTILE SEPARATION FABRIC

PROVIDE POSITIVE DRAINAGE

FROM BITUMINOUS BASE COURSE

TO SPILLWAY

GEOTEXTILE SEPARATION FABRIC

6"- 8" NATURAL RIVER BED COBBLE;

8" MIN. DEPTH

6" TOPSOIL

COMPACTED SUBGRADE

SECTION A-A'

6' - 0"

4' - 0" 1'1'

NO SCALE

Curb Spillway

SECTION B-B'

CONCRETE SPILL CURB

6"- 8" NATURAL RIVER BED COBBLE;

8" MIN. DEPTH

COMPACTED SUBGRADE

3' - 0" 1'1'

PLAN

3' - 0" 1'1'

6' - 0"

CONCRETE SPILLWAY

6"- 8" NATURAL RIVER BED COBBLE;

8" MIN DEPTH

CONCRETE CURB

SLOPE

NO SCALE

Straight Curb

ADJACENT LAWN/TOPSOIL

CONC. STRAIGHT CURB WITH LIGHT

BROOM FINISH PARALLEL TO ROADWAY

#4 REBAR CONTINUOUS

ADJACENT ASPHALT PER PLAN

COMPACTED SUBGRADE

M A

E X

0.50'

NOTE:

CONTRACTOR SHALL USE GROUND

PENETRATING RADAR TO LOCATE EXISTING

UTILITIES, WHERE UTILITIES ARE SUSPECTED,

HYDROEXCAVATION WILL BE REQUIRED

NO SCALE

Double Swing Gate

5' -0

14'6"

3' -0

3' -1

4' -3

14'6"

3"2"

CLCLCL

9" 'HAWK' HD BARREL TYPE HINGE,

TYPICAL. WELD TO POST & FRAME (2

PER POST)

12" CONCRETE FOOTING

6" DIA. O.D. SCH. RO GALV. POST,

FILL WITH CONCRETE

HEAVY DUTY GATE

LATCH WITH LOCK

PROVISION

3" O.D. SCHEDULE 40 GALV.

GATE FRAME. PAINTED FINISH

ASPHALT PAVEMENT

@ 2% MIN SLOPE

NOTE:

CONTRACTOR SHALL USE GROUND

PENETRATING RADAR TO LOCATE EXISTING

UTILITIES, WHERE UTILITIES ARE SUSPECTED,

HYDROEXCAVATION WILL BE REQUIRED

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

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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

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

Site Details

Sheets and Views

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 and Grading - Dorm Dr. and Patrol Corners

C4.0 Site Details

C4.1 Site Details

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