G ROBERT COTTON 472.20020.RWG CONSTRUCTION DRAWINGS 10-15.pdf

PDF 5 MB Posted

Attached to
472/20020. RWG; Cotton CF - Drives Walks, & Parking Lot Reno
Solicitation number
RFQ - 171 - 240000000324
Issued by
Jackson County, Michigan

About this file

This document is a construction drawing set for the Robert Cotton Correctional Facility located in Jackson, Michigan. The project involves renovations to the drives, walks, and parking lot at the facility. The work includes removal of existing bituminous and concrete paving, curb and gutter, and trees, as well as site preparation. Bids for this project are due on 03/04/2024. Bidders are required to upload all bid attachments to the SIGMA VSS system, and any questions should be emailed to Tiffany Smith at tas@mcsagroup.com. Electronic submissions via email may be considered on a case-by-case basis if SIGMA VSS issues are experienced. The contract term is not specified in the document.

The document does not provide details on pricing, set asides, incumbents, funding, or other salient commercial terms. It focuses primarily on the technical scope of work and project logistics.

View the file

Other files

Show all 12

On GovTribe

Work with this file

  • Download the original file
  • Contacts named in this file
  • Similar government files
  • Ask GovTribe AI about this file

Text version

M C

SA

G

R O

U P, I N

C

A rc hi te ct ur e

Pa rk

R ec re at io n Pl an ni ng

L an ds ca pe A rc hi te ct ur e

(6

)4

-3 w w .m cs ag ro up

.c om

G re en w oo d

A ve nu e

S.

E

E as t G ra nd

R ap id s, M I

D ow nt ow n

Pl an

I nt er io r

D es ig n

Sp or ts

F ac ili ty

P la nn in g

D

EP

A R

TM

EN

T O

F

TE

C H

N O

LO

G

Y , M

A N

A G

EM

EN

T A

N D

B U

D G

ET

ST

A

TE

O

F M

IC

H

IG

A

N

A D

A M

P . L

A C

H , R

A , D

IR

EC

TO

R

ST

A

TE

F

A C

IL

IT

IE

S

A D

M

IN

IS

TR

A

TI

O N

D

ES

IG

N

A N

D C

O N

ST

R

U C

TI

O

N D

IV

IS

IO

N

AutoCAD SHX Text D8

AutoCAD SHX Text

AutoCAD SHX Text 938.15

AutoCAD SHX Text

DUMPSTER

AutoCAD SHX Text

ALARM POLE

AutoCAD SHX Text

BM#10

AutoCAD SHX Text

BM#9

AutoCAD SHX Text

BM#8

AutoCAD SHX Text

BM#7

AutoCAD SHX Text cbs

AutoCAD SHX Text

AutoCAD SHX Text 0.00

AutoCAD SHX Text REMOVE BRICK RAMP, COMPLETE. CUT HANDRAIL CLEANLY OFF BUILDING AND RESTORE BRICK AS NECESSARY

AutoCAD SHX Text

REMOVE CONCRETE CURB AND GUTTER TYP, COMPLETE

AutoCAD SHX Text

REMOVE BITUMINOUS PAVING TYP, COMPLETE

AutoCAD SHX Text

REMOVE CONCRETE PAVING TYP, COMPLETE

AutoCAD SHX Text

EXISTING DUMPSTER AREA TO BE PREPARED FOR CONSTRUCTION

AutoCAD SHX Text

EXISTING PAVEMENT TO REMAIN

AutoCAD SHX Text

E PARNALL RD

AutoCAD SHX Text

LIMIT OF WORK

AutoCAD SHX Text

EXISTING CONCRETE TO REMAIN

AutoCAD SHX Text

EXISTING ELECTRICAL TRANSFORMER TO REMAIN

AutoCAD SHX Text

EXISTING CONCRETE TO REMAIN

AutoCAD SHX Text

DO NOT DISTURB FOOD SERVICE AREA

AutoCAD SHX Text

REMOVE EXISTING SPLIT RAIL FENCES, COMPLETE IN THIS AREA

AutoCAD SHX Text

REMOVE CONCRETE PAVING TYP, COMPLETE

AutoCAD SHX Text

EXISTING TRENCH DRAIN TO REMAIN

AutoCAD SHX Text

INSPECTION PIT TO REMAIN

AutoCAD SHX Text

REMOVE EXISTING TREES, COMPLETE

AutoCAD SHX Text

SAWCUT AND REMOVE AS NECESSARY FOR GUTTER INSTALLATION

AutoCAD SHX Text

EXISTING PAVING TO REMAIN

AutoCAD SHX Text CONTRACTOR TO COORDINATE DUMPSTER RELOCATION WITH DEPARTMENT OF CORRECTIONS DURING CONSTRUCTION

AutoCAD SHX Text

EXISTING MODULAR RETAINING WALL TO REMAIN

AutoCAD SHX Text

EXISTING FENCE AND GATES TO REMAIN

AutoCAD SHX Text

EXISTING CONCRETE PLATFORMS TO REMAIN

AutoCAD SHX Text

EXISTING PERIMETER ROAD TO BE SEALCOATED PER SPECIFICATIONS

AutoCAD SHX Text

EXISTING CONCRETE TO REMAIN

AutoCAD SHX Text

EXISTING CONCRETE PAVING TO REMAIN

AutoCAD SHX Text

PROPOSED WORK SHOWN FOR COORDINATION

AutoCAD SHX Text

EXISTING CONDITIONS AND REMOVALS LEGEND

AutoCAD SHX Text EXISTING BITUMINOUS PAVING TO BE REMOVED COMPLETE. SEE SPECIFICATIONS FOR FULL DEPTH RECLAMATION.

AutoCAD SHX Text

SAW CUT, REMOVE AND REPLACE EXISTING CURB AND GUTTER, TYP.

AutoCAD SHX Text

EXISTING CONCRETE PAVING TO BE REMOVED COMPLETE

AutoCAD SHX Text

EXISTING AREA TO BE PREPARED FOR CONSTRUCTION

AutoCAD SHX Text

REPLACE EXISTING CASTING WITH WELDED MANHOLE COVER. COVER WITH TOPSOIL AND SEED.

AutoCAD SHX Text

REMOVE EXISTING TREES COMPLETE

AutoCAD SHX Text

EXISTING CONCRETE PAVING TO REMAIN

AutoCAD SHX Text

PROPOSED WORK SHOWN FOR COORDINATION

AutoCAD SHX Text

EXISTING CONDITIONS AND REMOVALS LEGEND

AutoCAD SHX Text EXISTING BITUMINOUS PAVING TO BE REMOVED COMPLETE. SEE SPECIFICATIONS FOR FULL DEPTH RECLAMATION.

AutoCAD SHX Text

SAW CUT, REMOVE AND REPLACE EXISTING CURB AND GUTTER, TYP.

AutoCAD SHX Text

EXISTING CONCRETE PAVING TO BE REMOVED COMPLETE

AutoCAD SHX Text

EXISTING AREA TO BE PREPARED FOR CONSTRUCTION

AutoCAD SHX Text

REPLACE EXISTING CASTING WITH WELDED MANHOLE COVER. COVER WITH TOPSOIL AND SEED.

AutoCAD SHX Text

REMOVE EXISTING TREES COMPLETE

AutoCAD SHX Text D8

AutoCAD SHX Text

AutoCAD SHX Text 938.15

AutoCAD SHX Text

BM#1

AutoCAD SHX Text

BM#4

AutoCAD SHX Text

BM#3

AutoCAD SHX Text

BM#5

AutoCAD SHX Text

BM#6

AutoCAD SHX Text

BM#10

AutoCAD SHX Text

BM#9

AutoCAD SHX Text

BM#8

AutoCAD SHX Text

BM#7

AutoCAD SHX Text

BM#2

AutoCAD SHX Text

BM#11

AutoCAD SHX Text

DRIVES, WALKS, PARKING LOT RENO

AutoCAD SHX Text

3500 N ELM AVE JACKSON, MI 49201

AutoCAD SHX Text

ARCHITECT PROJECT#

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

PRELIMINARY

AutoCAD SHX Text

CONSTRUCTION

AutoCAD SHX Text

FINAL RECORD

AutoCAD SHX Text

ISSUED FOR

AutoCAD SHX Text

IDENTIFICATION NO.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

AutoCAD SHX Text

BID SET 03.04.2024

AutoCAD SHX Text THIS DOCUMENT AND CONTENT ARE THE EXCLUSIVE PROPERTY OF MCSAGROUP,INC. AND MAY NOT BE UTILIZED OR REPRODUCED WITHOUT THE WRITTEN PERMISSION OF MCSAGROUP,INC. COPYRIGHT (C) 2021

AutoCAD SHX Text

ROBERT COTTON CORRECTIONAL FACILITY

AutoCAD SHX Text

STATE FILE #

AutoCAD SHX Text

472/20020.RWG

AutoCAD SHX Text X

AutoCAD SHX Text P

AutoCAD SHX Text L

AutoCAD SHX Text U

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text B

AutoCAD SHX Text U

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text U

AutoCAD SHX Text N

AutoCAD SHX Text U

AutoCAD SHX Text M

AutoCAD SHX Text C

AutoCAD SHX Text I

AutoCAD SHX Text R

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text M

AutoCAD SHX Text S

AutoCAD SHX Text P

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text I

AutoCAD SHX Text Q

AutoCAD SHX Text U

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text I

AutoCAD SHX Text S

AutoCAD SHX Text P

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text S

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text A

AutoCAD SHX Text M

AutoCAD SHX Text A

AutoCAD SHX Text M

AutoCAD SHX Text O

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text A

AutoCAD SHX Text M

AutoCAD SHX Text N

AutoCAD SHX Text

SCALE: 1" = 40'

AutoCAD SHX Text

EXISTING CONDITIONS AND REMOVALS PLAN

AutoCAD SHX Text

EXISTING CONDITIONS AND REMOVALS PLAN

AutoCAD SHX Text C3.3

AutoCAD SHX Text N

AutoCAD SHX Text

NTS.

AutoCAD SHX Text

SHEET KEY REFERENCE

AutoCAD SHX Text

SHEET C3.1

AutoCAD SHX Text

SHEET C3.2

AutoCAD SHX Text

SHEET C3.3

AutoCAD SHX Text EXISTING CONDITIONS AND REMOVALS NOTES: 1. SURVEY PROVIDED BY LRE. SURVEY PROVIDED BY LRE. 2121 3 MILE RD. NW. WALKER, MI 49544 PHONE: 616-301-7888. 2. THE CONTRACTOR IS TO LOCATE ALL UTILITIES THE CONTRACTOR IS TO LOCATE ALL UTILITIES PRIOR TO CONSTRUCTION OPERATIONS. CONTRACTOR WILL BE RESPONSIBLE FOR ANY DAMAGES TO UTILITIES CAUSED BY THEIR WORK. CONTACT MISS DIG FOR CONFIRMATION OF UTILITY LOCATIONS (1-800-482-7171). 3. CONTRACTOR MUST UTILIZE GPR TO LOCATED ALL CONTRACTOR MUST UTILIZE GPR TO LOCATED ALL UTILITIES ON SITE. 4. PROTECT ALL TREES NOT MARKED FOR REMOVAL. PROTECT ALL TREES NOT MARKED FOR REMOVAL. DO NOT OPERATE EQUIPMENT, STORE, STOCKPILE, OR PARK EQUIPMENT WITHIN DRIPLINE OF TREES TO REMAIN. HOLD NECESSARY DISTURBANCE TO A MINIMUM. WHEN TREE ROOTS ARE ENCOUNTERED THEY SHALL BE CUT CLEANLY NOT RIPPED OR TORN. 5. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR DAMAGE TO ITEMS NOT SCHEDULED FOR REMOVAL. 6. REMOVAL ITEMS SHOWN ARE BASED ON BEST REMOVAL ITEMS SHOWN ARE BASED ON BEST AVAILABLE INFORMATION AND ARE SHOWN SCHEMATICALLY. THE CONTRACTOR SHALL WALK THE SITE PRIOR TO BID TO BE FULLY FAMILIAR WITH THE EXTENT OF REMOVAL ITEMS. THE CONTRACTOR IS RESPONSIBLE FOR ALL REMOVALS NECESSARY TO COMPLETE CONSTRUCTION. QUESTIONS REGARDING ITEMS TO BE REMOVED SHALL BE DIRECTED TO THE LANDSCAPE ARCHITECT. 7. HYDROVACING IS REQUIRED FOR ALL TRENCHING, HYDROVACING IS REQUIRED FOR ALL TRENCHING, HOLES DEEPER THAN 24" AND ANY KNOWN UTILITIES. 8. CONTRACTOR SHALL STRIP AND STOCKPILE TOPSOIL CONTRACTOR SHALL STRIP AND STOCKPILE TOPSOIL AND DISTRIBUTE A MINIMUM OF 4" OF TOPSOIL, UNLESS OTHERWISE NOTED, ON ALL DISTURBED AREAS AT COMPLETION OF SITE GRADING. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED PER PLANTING PLANS AND SPECIFICATIONS. 9. ALL WORK SHALL BE SECURED AND CONTRACTOR ALL WORK SHALL BE SECURED AND CONTRACTOR SHALL UTILIZE ORANGE BARRELS AND SNOW FENCING DURING ACTIVE CONSTRUCTION TO RESTRICT PEDESTRIAN ACCESS. 10. EACH PHASE MUST BE COMPLETED WITH NO EACH PHASE MUST BE COMPLETED WITH NO OUTSTANDING CONSTRUCTION ITEMS PRIOR TO BEGINNING REMOVALS ON THE SUBSEQUENT PHASES.

Horizontal Scale in FeetHorizontal Scale in Feet

0 80 160

R

CALL 3 WORKING DAYS

BEFORE YOU DIG

NATE RULZ

M C

SA

G

R O

U P, I N

C

A rc hi te ct

R ec re at io n Pl an ds ca pe A rc hi te ct ur e

(6

)4

-3 w .m cs ag ro up

.c om

G re en w oo d

A ve nu e

S.

E

E as t G ra nd

R ap id s, M I

D ow nt ow n

Pl an er io r

D es ts

F ac ili ty

P la nn in g

EN

G

IN

EE

R S

SU

R

VE

YO

R

S

Mi le Rd

. N W

W alk er , M

I 4

Ph

: 6

-3

-7 ww w.

LR

EM

I.c om

D

EP

A R

TM

EN

T O

F

TE

C H

N O

LO

G

Y , M

A N

A G

EM

EN

T A

N D

B U

D G

ET

ST

A

TE

O F

M

IC

H

IG

A N

A D

A M

P . L

A C

H , R

A , D

IR

EC

TO

R

ST

A

TE

F

A C

IL

IT

IE

S

A D

M

IN

IS

TR

A

TI

O N

D

ES

IG

N

A N

D C

O N

ST

R

U C

TI

O

N D

IV

IS

IO

N

SITE KEY

BENCHMARK INFORMATION

N . E

LM

A

VE

SEE SHEET C4.6

SEE SHEET C4.3

SEE SHEET C4.4

SEE SHEET C4.2

SEE SHEET C4.2

SEE SHEET C4.7

SEE SHEET C4.8

SEE SHEET C4.9SEE SHEET C4.5 SEE SHEET C4.7

SEE SHEET C4.10

C4.6

C4.3

C4.4

C4.2

C4.2

C4.7

C4.8

C4.9C4.5 C4.7

C4.10

NOTES

E. PARNALL RD.

#600 BLDG.

#500 BLDG.

#300 BLDG.

Horizontal Scale in FeetHorizontal Scale in Feet

0 20 40

R

CALL 3 WORKING DAYS

BEFORE YOU DIG

NATE RULZ

M C

SA

G

R O

U P, I N

C

A rc hi te ct

R ec re at io n Pl an ds ca pe A rc hi te ct ur e

(6

)4

-3 w .m cs ag ro up

.c om

G re en w oo d

A ve nu e

S.

E

E as t G ra nd

R ap id s, M I

D ow nt ow n

Pl an er io r

D es ts

F ac ili ty

P la nn in g

EN

G

IN

EE

R S

SU

R

VE

YO

R

S

Mi le Rd

. N W

W alk er , M

I 4

Ph

: 6

-3

-7 ww w.

LR

EM

I.c om

D

EP

A R

TM

EN

T O

F

TE

C H

N O

LO

G

Y , M

A N

A G

EM

EN

T A

N D

B U

D G

ET

ST

A

TE

O F

M

IC

H

IG

A N

A D

A M

P . L

A C

H , R

A , D

IR

EC

TO

R

ST

A

TE

F

A C

IL

IT

IE

S

A D

M

IN

IS

TR

A

TI

O N

D

ES

IG

N

A N

D C

O N

ST

R

U C

TI

O

N D

IV

IS

IO

N

M

AT

C H

L

IN

E:

S

EE

S

H T.

C 4.

FO

R C

O N

TI

N

U

AT

IO

N

BENCHMARK INFORMATION

SITE KEY

C4.6

C4.3

C4.4

C4.2

C4.2

C4.7

C4.8

C4.9C4.5 C4.7

C4.10

M

AT

C H

L

IN

E:

S

EE

S

H T.

C 4.

FO

R C

O N

TI

N

U

AT

IO

N

M

AT

C H

L

IN

E:

S

EE

S

H T.

C 4.

FO

R C

O N

TI

N

U

AT

IO

N

M

AT

C H

L

IN

E:

S

EE

S

H T.

C 4.

FO

R C

O N

TI

N

U

AT

IO

N

MATCH LINE: SEE RIGHT FOR CONTINUATION

MATCH LINE: SEE LEFT FOR CONTINUATION

LEGEND

#T100

LEAN TOO

#600 BLDG.

BLDG.

Horizontal Scale in FeetHorizontal Scale in Feet

0 20 40

R

CALL 3 WORKING DAYS

BEFORE YOU DIG

NATE RULZ

M C

SA

G

R O

U P, I N

C

A rc hi te ct

R ec re at io n Pl an ds ca pe A rc hi te ct ur e

(6

)4

-3 w .m cs ag ro up

.c om

G re en w oo d

A ve nu e

S.

E

E as t G ra nd

R ap id s, M I

D ow nt ow n

Pl an er io r

D es ts

F ac ili ty

P la nn in g

EN

G

IN

EE

R S

SU

R

VE

YO

R

S

Mi le Rd

. N W

W alk er , M

I 4

Ph

: 6

-3

-7 ww w.

LR

EM

I.c om

D E

P A

R T

M E

N T

O F

T E

C H

N O

L O

G Y

M

A N

A G

E M

E N

T A

N D

B U

D G

E T

S T

A T

E O

F M

IC

H

IG

A

N

A D

A M

P L

A C

H R

A D

IR

E

C T

O R

S T

A T

E F

A C

IL

IT

IE

S

A D

M

IN

IS

T

R A

T

IO

N

D E

S

IG

N A

N D

C O

N S

T R

U C

T

IO

N D

IV

IS

IO

N

BENCHMARK INFORMATION

SITE KEY

M

AT

C H

L

IN

E:

S

EE

S

H T.

C 4.

FO

R C

O N

TI

N

U

AT

IO

N

MATCH LINE: SEE SHEET C4.4 FOR CONTINUATION

M

AT

C H

L

IN

E:

S

EE

S

H T.

C 4.

FO

R C

O N

TI

N

U

AT

IO

N

C4.6

C4.3

C4.4

C4.2

C4.2

C4.7

C4.8

C4.9C4.5 C4.7

C4.10

#600 BLDG.

#300 BLDG.

#200 BLDG.

BLDG.

Horizontal Scale in FeetHorizontal Scale in Feet

0 20 40

R

CALL 3 WORKING DAYS

BEFORE YOU DIG

NATE RULZ

M C

SA

G

R O

U P, I N

C

A rc hi te ct

R ec re at io n Pl an ds ca pe A rc hi te ct ur e

(6

)4

-3 w .m cs ag ro up

.c om

G re en w oo d

A ve nu e

S.

E

E as t G ra nd

R ap id s, M I

D ow nt ow n

Pl an er io r

D es ts

F ac ili ty

P la nn in g

EN

G

IN

EE

R S

SU

R

VE

YO

R

S

Mi le Rd

. N W

W alk er , M

I 4

Ph

: 6

-3

-7 ww w.

LR

EM

I.c om

D

EP

A R

TM

EN

T O

F

TE

C H

N O

LO

G

Y , M

A N

A G

EM

EN

T A

N D

B U

D G

ET

ST

A

TE

O F

M

IC

H

IG

A N

A D

A M

P . L

A C

H , R

A , D

IR

EC

TO

R

ST

A

TE

F

A C

IL

IT

IE

S

A D

M

IN

IS

TR

A

TI

O N

D

ES

IG

N

A N

D C

O N

ST

R

U C

TI

O

N D

IV

IS

IO

N

BENCHMARK INFORMATION

SITE KEY

M

AT

C H

L

IN

E:

S

EE

S

H T.

C 4.

FO

R C

O N

TI

N

U

AT

IO

N

MATCH LINE: SEE SHEET C4.5 FOR CONTINUATION

M

AT

C H

L

IN

E:

S

EE

S

H T.

C 4.

FO

R C

O N

TI

N

U

AT

IO

N

MATCH LINE: SEE SHEET C4.3 FOR CONTINUATION

C4.6

C4.3

C4.4

C4.2

C4.2

C4.7

C4.8

C4.9C4.5 C4.7

C4.10

#400 BLDG.

#700 BLDG.

#100 BLDG.

#300 BLDG.

Horizontal Scale in FeetHorizontal Scale in Feet

0 20 40

R

CALL 3 WORKING DAYS

BEFORE YOU DIG

NATE RULZ

M C

SA

G

R O

U P, I N

C

A rc hi te ct

R ec re at io n Pl an ds ca pe A rc hi te ct ur e

(6

)4

-3 w .m cs ag ro up

.c om

G re en w oo d

A ve nu e

S.

E

E as t G ra nd

R ap id s, M I

D ow nt ow n

Pl an er io r

D es ts

F ac ili ty

P la nn in g

EN

G

IN

EE

R S

SU

R

VE

YO

R

S

Mi le Rd

. N W

W alk er , M

I 4

Ph

: 6

-3

-7 ww w.

LR

EM

I.c om

D

EP

A R

TM

EN

T O

F

TE

C H

N O

LO

G

Y , M

A N

A G

EM

EN

T A

N D

B U

D G

ET

ST

A

TE

O F

M

IC

H

IG

A N

A D

A M

P . L

A C

H , R

A , D

IR

EC

TO

R

ST

A

TE

F

A C

IL

IT

IE

S

A D

M

IN

IS

TR

A

TI

O N

D

ES

IG

N

A N

D C

O N

ST

R

U C

TI

O

N D

IV

IS

IO

N

BENCHMARK INFORMATION

SITE KEY

M

AT

C H

L

IN

E:

S

EE

S

H T.

C 4.

FO

R C

O N

TI

N

U

AT

IO

N

MATCH LINE: SEE SHEET C4.6 FOR CONTINUATION

M

AT

C H

L

IN

E:

S

EE

S

H T.

C 4.

FO

R C

O N

TI

N

U

AT

IO

N

MATCH LINE: SEE SHEET C4.4 FOR CONTINUATION

C4.6

C4.3

C4.4

C4.2

C4.2

C4.7

C4.8

C4.9C4.5 C4.7

C4.10

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