Drawings - 3B Parnall.pdf

1 MB Posted

Attached to
472/17398. SMD Bid Pkg 3 Razor Ribbon Project - Various CFs
Solicitation number
RFQ-171-180000000615-4
Issued by
Kalamazoo County, Michigan

About this file

Written by GovTribe AI ·

This is a set of engineering drawings and specifications for perimeter fence enhancements at the Parnall Correctional Facility in Jackson, Michigan, prepared by Matrix Consulting Engineers, Inc. for the State of Michigan Department of Technology, Management and Budget. The project (Index #21100, File #472/17430.SMD, Matrix Project #17292.00) involves upgrades to the facility's security fencing system, including the installation of new razor ribbon, detainer hooks, and chain link fencing components. The drawings detail multiple fence sections requiring enhancement, with specific configurations for interior "A" fences and exterior "B" fences, as well as sally port areas.

The technical specifications require all fence materials (fabric, rails, posts, gates and fittings) to be hot-dipped galvanized steel with zinc coating, using 2" diamond mesh for all chain link fabric. The drawings include detailed requirements for fence heights (ranging from 12' to 16'), placement of razor wire with 12" loop spacing, and specific installation details for posts, footings, and gate components. Multiple fence detail types are provided showing the integration of new security elements with existing fencing infrastructure. The plans include both aerial site layouts and detailed engineering drawings showing precise locations and specifications for the security enhancements.

View the file

Other files

File Type Posted
Specifications - 3B 17398.pdf PDF
Drawings - 3B Thumb.pdf PDF
Drawings - 3B Egeler.pdf PDF
Drawings - 3B Lakeland.pdf PDF
LEIN Request REV 04-2018 Bid Pkg 3.pdf PDF
Addendum 1 Bid Pack 3B.pdf PDF
Addendum 2 Bid Pack 3B - SIGMA.pdf PDF
Addendum 3 Bid Pack 3B.pdf PDF
Drawings - 3B Gus Harrison.pdf PDF
Advertisement Bid Pkg 3B 17398.pdf PDF

On GovTribe

Work with this file

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

Text version

The file's text, extracted by GovTribe without its formatting.

A-000

JKB

JFS

file no.

checked by drawn by consultant issue date index no.

contract order no.

21100 consultant job no.

17292.00 sheet title

472/17430.SMD

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

R O

B

ER

T C

. H A

LL

, R

A , N

C A

R B

, 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

BID SET 05/11/2018

C-100

JFS

N file no.

checked by drawn by consultant issue date index no.

contract order no.

21100 consultant job no.

17292.00 sheet title

472/17430.SMD

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

R O

B

ER

T C

. H A

LL

, R

A , N

C A

R B

, 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

C-101

JFS

N file no.

checked by drawn by consultant issue date index no.

contract order no.

21100 consultant job no.

17292.00 sheet title

472/17430.SMD

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

R O

B

ER

T C

. H A

LL

, R

A , N

C A

R B

, 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

FENCING AND GATES NOTES

1. ALL FABRIC, RAILS, POSTS, GATES AND FITTINGS SHALL BE HOT-DIPPED GALVANIZED

STEEL WITH ZINC COATING, UNLESS NOTED OTHERWISE. ALL FABRIC SHALL BE 2"

DIAMOND MESH.

2. ALL CHAIN LINK FENCE, GATE AND COMPONENTS SHALL HAVE GALVANIZED FINISH.

3. ALL FENCING TO BE KNUCKLED TOP AND BOTTOM.

4. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR ALL FENCING.

5. ALL FRAMES SHALL BE CONSTRUCTED IN SHOP. CONTRACTOR SHALL FIELD-MEASURE

POSTS PRIOR TO CONSTRUCTION.

6. ALL GATE FRAMES SHALL BE CONSTRUCTED WITH WELD CUPPED JOINTS (FISH MOUTH).

7. ALL WELDS SHALL BE CLEAN, UNIFORM, CONTINUOUS AND FREE OF RUST. GRIND

WELDS SMOOTH AND CLEAN PRIOR TO APPLICATION OF GALVANIZED FINISH.

SCALE: N.T.S.

EXTERIOR FENCE DETAIL

GRADE

EXISTING INTERIOR

"A" FENCE

x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x

ADD (2) ROWS OF

DETAINER HOOK

RAZOR RIBBON w/ 12"

LOOP SPACING

ATTACHED TO

EXISTING WALL

x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x

B

INSIDE

OUTSIDE

APPROACH

x x x x x x x x x x x x x

SCALE: N.T.S.

EXTERIOR FENCE DETAIL

GRADE

EXISTING INTERIOR

"A" FENCE

EXISTING EXTERIOR

"B" FENCE

EXISTING SPOOLS,

TYP

x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x

EXISTING SPOOLS,

TYP

x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x

EXISTING SPOOLS,

TYP

x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x

ADD DETAINER HOOK

RAZOR RIBBON w/ 12"

LOOP SPACING 36

x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x

ADD DETAINER HOOK

RAZOR RIBBON w/ 12"

LOOP SPACING

ADD INSTABARRIER

RAZOR RIBBON w/ 12"

LOOP SPACING

A B

INSIDE

OUTSIDE

APPROACH

SCALE: N.T.S.

EXTERIOR FENCE DETAIL

GRADE

EXISTING INTERIOR

"A" FENCE

EXISTING EXTERIOR

"B" FENCE

EXISTING SPOOLS,

TYP

x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x

EXISTING SPOOLS,

TYP

x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x

EXISTING SPOOLS,

TYP

x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x

ADD DETAINER HOOK

RAZOR RIBBON w/ 12"

LOOP SPACING 36

x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x

ADD INSTABARRIER

RAZOR RIBBON w/ 12"

LOOP SPACING

A B

INSIDE

OUTSIDE

APPROACH

SCALE: N.T.S.

EXTERIOR FENCE DETAIL

GRADE

EXISTING INTERIOR

"A" FENCE

EXISTING EXTERIOR

"B" FENCE

EXISTING SPOOLS,

TYP

x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x

EXISTING SPOOLS,

TYP

x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x

EXISTING SPOOLS,

TYP

x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x

ADD DETAINER HOOK

RAZOR RIBBON w/ 12"

LOOP SPACING 36

x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x

ADD DETAINER HOOK

RAZOR RIBBON w/ 12"

LOOP SPACING

ADD INSTABARRIER

RAZOR RIBBON w/ 12"

LOOP SPACING

A B

INSIDE

OUTSIDE

APPROACH

x x x x x x x x x x x x x

SCALE: N.T.S.

EXTERIOR FENCE DETAIL

GRADE

EXISTING STUN

FENCE

ADD (2) ROWS OF DETAINER

HOOK RAZOR RIBBON w/ 12"

LOOP SPACING ATTACHED TO

EXISTING WALL

6'-0" 6'-0"

SCALE: N.T.S.

EXTERIOR SALLY PORT FENCE DETAIL

GRADE

EXISTING SPOOLS,

TYP

x x x x x x x x x x x x x x x x x x x x x x x x x x

ADD DETAINER HOOK

RAZOR RIBBON w/ 12"

LOOP SPACING

INSIDE

APPROACH

6'-0"

EQ

MATCH

ADJACENT

FENCE

EQ

1/4" PLATE STEEL

GUSSET (TYP.)

FENCE

SUPPORT POST (TYP)

9 GAUGE 2" CHAIN LINK

FABRIC GATES & FENCE

4'-0" X 6'-8"

MAN GATE

6'-0"

1 ROLL 36" NOM. DIAM.

RAZOR RIBBON

WHERE INDICATED.

SEE SITE PLAN E-200.

C200

STEEL PLATE

AROUND BOTTOM

OF GATE - REFER

TO DETAIL ON SITE.

KEY NOTES

USE (1) PIECE OF FABRIC AN EACH GATE.

7 TYPICAL MAN GATE DETAIL

SCALE: N.T.S.

12"

6"

18"

CANE BOLT IN

OPEN POSITION

CANE BOLT IN

CLOSED

POSITION

CANE BOLT

RES, WELDED

CONTINUOUSLY

1" DIA. STEEL

CANE BOLT

CANE BOLT

GUIDES, WELDED

CONTINUOUSLY

STOP, WELDED

CONTINUOUSLY

FINISHED F=GRADE

18" DIA. X24" DEEP

CONCRETE PIER

1 1/2" DIA. STEEL

PIPE EMBEDDED IN

CONCRETE

STEEL PLATE AT

BOTTOM OF GATE

8 CANE STYLE BOLT LOCK FOR 18' WIDE TRUCK GATE

SCALE: N.T.S.

1'-0"

4'-0"

9 TYPICAL FENCE FOOTING

SCALE: N.T.S.

6" OF SOIL

WIRE TIES TO CONNECT

5/6" STEEL ROD TO PIER,

TYP.

CONCRETE FOOTING

TYP., 18" DIA.

6" DEEP MDOT 23A

CRUSHED LIMESTONE

DOUBLE GATE LATCH

5'-0"

4" DIA. GATE POST

1.660" TOP RAIL

NEW FENCE

SECTIONS

PER PLAN

1.660" MID RAIL

1.660" BOTTOM

RAIL

FINISHED GRADE

10 12' CHAIN LINK FENCE

SCALE: N.T.S.

11 FENCE DETAIL

SCALE: N.T.S. OPTION ASCALE: N.T.S.

EXTERIOR FENCE DETAIL

GRADE

NEW EXTERIOR "B"

FENCE (EXISTING

FENCE/FABRIC/RAILS/POSTS)

ADD DETAINER HOOK

RAZOR RIBBON w/ 12"

LOOP SPACING, TYP

x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x

ADD DETAINER HOOK

RAZOR RIBBON w/ 12"

LOOP SPACING, TYP

ADD INSTABARRIER

RAZOR RIBBON w/ 12"

LOOP SPACING, TYP

A B

INSIDE

OUTSIDE

APPROACH x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x

6'-8"

GATOR

16'-0"

6'-8"

GATOR

16'-0"

6'-8"

GATOR

16'-0"

5'-0"

GATOR

15'-0"

GRADE

NEW INTERIOR "A"

FENCE

x x x x x x x x x x x x x

ADD DETAINER HOOK

RAZOR RIBBONS w/ 12"

LOOP SPACING, TYP 31

A

INSIDE

APPROACH

x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x

DETAINER HOOK

RAZOR RIBBON 12"

LOOP SPACING, TYP

x x x x x x x x x x x x x x x x x x x x x x x x x x

EXTERIOR FENCE DETAIL13

NOT USED

EXISTING WALL 12'-0"

25'-0"

30'-0"

SCALE: N.T.S.

x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x

M a t r ix 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

R O

B E

R T

C H

A L

L R

A N

C A

R B

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

AutoCAD SHX Text C-200

AutoCAD SHX Text

JKB

AutoCAD SHX Text

JFS

AutoCAD SHX Text

SHEET NUMBER

AutoCAD SHX Text file no.

AutoCAD SHX Text checked by

AutoCAD SHX Text drawn by

AutoCAD SHX Text consultant

AutoCAD SHX Text issue date

AutoCAD SHX Text index no.

AutoCAD SHX Text contract order no.

AutoCAD SHX Text 21100

AutoCAD SHX Text consultant job no.

AutoCAD SHX Text 17292.00

AutoCAD SHX Text sheet title

AutoCAD SHX Text

CONSULTING ENGINEERS, INC

AutoCAD SHX Text

FAX: 517.487.2544

AutoCAD SHX Text

PHONE: 517.487.2511

AutoCAD SHX Text

LANSING, MI 48906

AutoCAD SHX Text

1601 E. GRAND RIVER AVE.

AutoCAD SHX Text

MATRIX PROJECT:

AutoCAD SHX Text WEB: www.matrixceinc.com

AutoCAD SHX Text

PARNALL CORRECTIONAL FACILITY

AutoCAD SHX Text

JACKSON, MICHIGAN

AutoCAD SHX Text 17292.00

AutoCAD SHX Text

472/17430.SMD

AutoCAD SHX Text

RAZOR RIBBON ENHANCEMENTS

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

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