Drawings 1 of 12.pdf
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- Solicitation number
- RFQ 171 230000000791 2
- Issued by
- Barry County, Michigan
About this file
This is a mechanical and architectural drawing document prepared by the State of Michigan Department of Technology, Management and Budget for the Department of Corrections' Lakeland Correctional Facility (LCF) HVAC System Upgrades project, issued on September 14, 2023. The drawings serve as construction documents for Design and Build Project (DBP) work and include mechanical, electrical, architectural, and site fence details for Buildings 29A, 29B, and 29C at the facility. The project file number is 472/19503.SMD with Matrix project number 20080.00, and work is overseen by Adam P. Lach, RA, Director of State Facilities Administration Design and Construction Division. The construction specifications call for installation of new 12-foot chain link fence and posts with detainer hook razor ribbon (stainless steel, 51 loop, 5 clip configuration with 12-inch loop spacing), new man gates, new concrete slabs, and related structural components including RTU (rooftop unit) installations in designated areas (Areas A, B, and C).
The drawings provide detailed specifications for fence construction including fence support posts, fiberglass rods, steel plate gussets, metal plates (minimum 3/16 inch by 4 inches, heavy galvanized or stainless steel), bolts (minimum 3/8 inch galvanized or stainless steel), welding requirements, and alternate metal plate details for gates and below-grade installations. All unfinished metal components are to be painted with ZRC cold galvanizing paint. The fence fabric repair specifications include installation of tension bars to be removed upon completion. Man gate dimensions are specified as 4 feet by 6 feet 8 inches with key lock cylinder installation by the owner. The document includes partial plan views with scales of 1/8 inch equals 1 foot and references multiple drawing sheets (C200, C500, C501, C800) at 30 by 42-inch dimensions for comprehensive construction guidance.
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Text version
MECHANICAL DRAWING INDEX ELECTRICAL DRAWING INDEX
141 1ST STREET
COLDWATER, MI 49036
FILE NUMBER: 472/19503.SMD
MATRIX PROJECT NUMBER: 20080.00
MECHANICAL/ELECTRICAL ENGINEER
STATE OF MICHIGAN
DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET
FOR DEPARTMENT OF CORRECTIONS
LAKELAND CORRECTIONAL FACILITY (LCF) - HVAC SYSTEM UPGRADES
BUILDING 29A
BUILDING 29B
BUILDING 29C
ARCHITECTURAL DRAWING INDEX
SITE TUNNEL AREA
FENCE DRAWING INDEX
T-000
TITLE SHEET
file no.
checked by drawn by consultant contract order no.
472/LCFMAINTPROJ
consultant job no.
20080.00
M a t r ix
472/19503.SMD
funding code sheet description
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9/14/2023 FOR CONSTRUCTION
DBP
CAT
FENCING KEY NOTES
PROVIDE AND INSTALL NEW 12' CHAIN LINK FENCE AND
POSTS WITH DETAINER HOOK RAZOR RIBBON, STAINLESS
STEEL, 51 LOOP, 5 CLIP, 12" LOOP SPACING PER DETAIL #1 ON
C800.
PROVIDE AND INSTALL NEW MAN GATE PER DETAIL #2 ON
C800
MOUNT FENCE TO TOP OF CONCRETE SLAB, AND
ANCHOR TO BUILDING
RTU-1
RTU-2
RTU-3
NEW CONCRETE SLAB
GENERAL FENCING NOTES
1. RAZOR RIBBON CONNECTION TIE POINTS AND ATTACHMENTS:
1.1. LARGE STAINLESS STEEL HOG RINGS WITH A MINIMUM CROSS
SECTION OF 12.5 GAUGE MAY BE USED, PROVIDED THE RING
WRAPS COMPLETELY AROUND BARBED TAPE AND WIRE
ATTACHED TO. RINGS MUST BE OF ADEQUATE STRENGTH TO
PREVENT OPENING THE RING BY PULLING ON THE TAPE. HOG
RINGS SHALL NOT BE USED WHERE ELECTRONIC DETECTION IS
AN INTEGRAL PART OF THE FENCE SYSTEM.
file no.
checked by drawn by consultant contract order no.
472/LCFMAINTPROJ
consultant job no.
20080.00
M a t r ix
472/19503.SMD
funding code sheet description
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
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T A
N D
B U
D G
E T
S T
A T
E O
F M
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H
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A M
P L
A C
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C T
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KEY PLAN
9/14/2023 FOR CONSTRUCTION
C-500
JKB
JFS
PARTIAL PLAN
FENCING AREA A NEW
N FENCING - AREA A - NEW
PARTIAL PLAN
SCALE: 1/8" = 1'-0"
0 1 5 10 20
FENCING KEY NOTES
PROVIDE AND INSTALL NEW 12' CHAIN LINK FENCE AND
POSTS WITH DETAINER HOOK RAZOR RIBBON, STAINLESS
STEEL, 51 LOOP, 5 CLIP, 12" LOOP SPACING PER DETAIL #1 ON
C800.
PROVIDE AND INSTALL NEW MAN GATE PER DETAIL #2 ON
C800
MOUNT FENCE TO TOP OF CONCRETE SLAB, AND
ANCHOR TO BUILDING
RTU-4
RTU-5
NEW CONCRETE SLAB
NEW CONCRETE SLAB
GENERAL FENCING NOTES
1. RAZOR RIBBON CONNECTION TIE POINTS AND ATTACHMENTS:
1.1. LARGE STAINLESS STEEL HOG RINGS WITH A MINIMUM CROSS
SECTION OF 12.5 GAUGE MAY BE USED, PROVIDED THE RING
WRAPS COMPLETELY AROUND BARBED TAPE AND WIRE
ATTACHED TO. RINGS MUST BE OF ADEQUATE STRENGTH TO
PREVENT OPENING THE RING BY PULLING ON THE TAPE. HOG
RINGS SHALL NOT BE USED WHERE ELECTRONIC DETECTION IS
AN INTEGRAL PART OF THE FENCE SYSTEM.
file no.
checked by drawn by consultant contract order no.
472/LCFMAINTPROJ
consultant job no.
20080.00
M a t r ix
472/19503.SMD
funding code sheet description
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
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T A
N D
B U
D G
E T
S T
A T
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F M
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N issue date
KEY PLAN
9/14/2023 FOR CONSTRUCTION
C-501
JKB
JFS
PARTIAL PLAN
FENCING AREA B AND C NEW
N FENCING - AREA B AND C - NEW
PARTIAL PLAN
SCALE: 1/8" = 1'-0"
0 1 5 10 20
1.660" TOP RAIL
NEW FENCE
SECTIONS
PER PLAN
1.660" MID RAIL
1.660" BOTTOM RAIL
ADD DETAINER HOOK RAZOR
RIBBON WITH 12" LOOP SPACING
1 12' CHAIN LINK CONTROL FENCE
SCALE: N.T.S.
GRADE
NEW CONTROL FENCE
ADD DETAINER HOOK RAZOR
RIBBON w/ 12" LOOP SPACING 36
INSIDE
APPROACH
x x x x x x x x x x x x x
NEW 5/8" FIBERGLASS RODS
SECTION VIEW
6'-0"
12'-0""
6'-0"
1/4" PLATE STEEL
GUSSET (TYP.)
FENCE
SUPPORT POST (TYP)
4'-0" X 6'-8" MAN GATE
UNLESS NOTED OTHERWISE
ON SITE PLAN
STEEL PLATE AROUND
BOTTOM OF GATE
2 TYPICAL MAN GATE DETAIL
SCALE: N.T.S.
DETAINER HOOK RAZOR
RIBBON 36"
REFER TO
FLOOR PLANS
INSTALL KEY LOCK
CYLINDER/ CYLINDER BY
OWNER
GRADE
BOTTOM RAIL
FENCE FABRIC
SUPPORT POST
BOLT PLATES TOGETHER
METAL PLATE ON TOP OF
BOTTOM RAIL
METAL PLATE ON TOP OF
BOTTOM RAIL
BOTTOM RAIL
SUPPORT POST
METAL PLATE
3' - MAX
SCALE: N.T.S.
ALTERNATE METAL PLATE DETAIL (FOR GATES AND FENCE BELOW GRADE)4
SECTION VIEW
SIDE VIEW
CONCRETE SLAB
METAL PLATE
PLAN VIEW
BUTT AND WELD PLATES
TOGETHER
FENCE FABRIC
PLATES SHALL BE STAGGERED
BOTTOM RAIL
NOTES:
1. METAL PLATES SHALL BE 3/16" X 4" MIN. HEAVY GALVANIZED
OR STAINLESS STEEL.
2. BOLTS SHALL BE 3/8" MIN. GALVANIZED OR STAINLESS STEEL.
3. PLATES SHALL BE STAGGERED SO NO SEAMS LINE UP.
4. STAGER BOLTS ACROSS THE PLATES.
5. PAINT UNFINISHED METAL WITH ZRC COLD GALVANIZING
PAINT.
18" MAX
METAL PLATE
WELD NUT
BOLT TYP.
WELD NUT
BOLT PLATES TOGETHER
WELD TO BOTTOM RAIL
4" MAX
C800
EXISTING
1.660" TOP RAIL
EXISTING
1.660" MID RAIL
EXISTING
1.660" BOTTOM RAIL
NEW
1.660" SUPPORT RAIL
EXISTING FABRIC
MESH
NEW FABRIC
TOGETHER
INSTALL
TENSION BAR
(REMOVE UPON
COMPLETION OF REPAIRS)
FENCE FABRIC REPAIR
SCALE: N.T.S.5
INSTALL
TENSION BAR
(REMOVE UPON
COMPLETION OF REPAIRS)
CONCRETE SLAB CONCRETE SLAB
BOLT POSTS TO
TOP OF CONCRETE
SLAB
CONCRETE SLAB
WELD TO BOTTOM RAIL
BOLT POSTS TO
TOP OF CONCRETE
SLAB
BOLT POSTS TO
TOP OF CONCRETE
SLABBOLT POSTS TO
TOP OF CONCRETE
SLAB
file no.
checked by drawn by consultant contract order no.
472/LCFMAINTPROJ
consultant job no.
20080.00
M a t r ix
472/19503.SMD
funding code sheet description
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
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C T
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S T
A T
E F
A C
IL
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IE
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A D
M
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D E
S
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N A
N D
C O
N S
T R
U C
T
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N D
IV
IS
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N issue date
9/14/2023 FOR CONSTRUCTION
C-800
JKB
JFS
FENCING DETAILS
| Sheets and Views |
| C200-200800-30x42 |
| C500-2008000-30x42 |
| C501-2008000-30x42 |
| C800-2008000-30x42 |
File details come from the government source that posted it. Updated .