Drawings 2 of 3 19535.pdf
PDF 4 MB Posted
- Attached to
- 472/19535. MAA; Thumb CF - ADA Ramps
- Solicitation number
- RFQ - 171 - 220000000285
- Issued by
- Lapeer County, Lansing City, Michigan
About this file
This document contains drawings and a related state and local contract opportunity for the Thumb Correctional Facility - Ramps & Related Infrastructure Improvements project in the state of Michigan. The project involves the installation of new concrete sidewalks, ramps, and related infrastructure such as storm drainage, expansion joints, and guardrails at the facility located in Lapeer County. The contract opportunity is being issued by the Michigan Department of Technology, Management and Budget, State Facilities Administration, Design and Construction Division. Bids are due by 2:00 PM on a date not specified in the information provided. The contract will require contractors to follow any COVID-19 precautions in place at the time of the work, such as mask requirements.
The contract opportunity does not provide specifics on pricing, set asides, incumbent contractors, funding sources, or contract term lengths. It does indicate that all bid attachments must be uploaded to the SIGMA VSS system, and that email submission may be allowed on a case-by-case basis if SIGMA VSS issues arise. Contractors are instructed to direct all questions to the designated state contact, Maria Alvaro, rather than submitting them through the SIGMA VSS system.
View the file
Other files
Show all 14
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
EXPANSION JOINT
24" SQ. OR ROUND CATCH
BASIN AND ADA GRATE
RIM = 839.61
8" INV. = 837.10
NEW CONC. WALK
SEE DETAILS 2/A6
FOR C.J. (CONTROL JOINTS)
AND E.J. (EXPANSION JOINTS)
GALVANIZED
PIPE GUARDRAIL
AND HANDRAIL
RETURN HANDRAIL
TO WALL
RETURN
HANDRAIL
TO WALL
C. J.
RETAINING WALL
RETAINING WALL
1'-0
NEW FROST PORCH
MAX. 14" PER FOOT
SLOPE FROM DOOR
RESTORE
LAWN GRADE
AND SEED
RESTORE LAWN
GRADE AND SEED
6'-0"
SAWCUT A SMOOTH EDGE NEW
EXPANSION JOINT MATERIAL AT
NEW SIDEWALK
NEW 6" REINFORCED
SIDEWALK
S
TO
R M
S
TO
R M
S
TO
R M
S
TO
R M
S
TO
R M
S
TO
R M
STORM STORM STORM STORM STORM STORM STORM
839.64
MIN. 4" BRG
EACH END
4'-0" 839.66
FIN. FLOOR
C. J.
C. J.
C. J.
E. J.
GUARD RAIL
'-0
5'- 0"
'-0
RA
M P
RA
M P
LA
NDIN
G E. J.
TRENCH DRAIN
A6
E. J.
7.5
A7
3A&B
7.
5%
1.5%
A7
A5
A6
A7
A6
SLO
PE
839.00
841.29
841.35
842.50
NEW 6" CLEANOUT, FOR
FOUNDATION DRAIN
SEE DETAIL 4/A6
NEW 6" CLEANOUT, FOR
FOUNDATION DRAIN SEE DETAIL
4/A6
RESTORE ALL AREAS
GRADE AND SEED
REMOVE EXISTING 6"
FOUNDATION DRAIN PIPE
AT NEW RAMP
' 8
6'-0"
843.00
FIN. FLOOR
842.98
S
LO
PE
839.00
SLOPE
S
TO
R M
S
TO
R M
S
TO
R M
S
TO
R M
S
TO
R M
N E W
" Ø
P V
C S
TO
R
M P
IP
E
.5
S
LO
P E
FOR CONTINUATION
SEE SHEET C 1
STO
RM
STO
RM
8" CO
NEW
6 L F
.5
" Ø
P
VC S
TO
RM
P
IPE
INV. 836.97
51' -10
C. J.
C. J.
C. J.
C. J.
E. J.
C. J.
E. J.
E. J.
1'-0
C. J.
E. J.
C. J.
C. J.
C. J.
C. J.
E. J.
C. J.
C. J
E. J.
E. J.
6 LF
4" Ø PVC
SCH 40
MATCH TOP OF EXISTING
PAVEMENT ELEVATION
5'- 0"
FR
OST P
ORC
H
7.5
SLO
PE
18'-0"
1/4" IN 12" (2%) MAXIMUM CROSS
SLOPE OF SIDEWALK
10"
10"
EXP. JOINT IN WALL
A7
842.50
MAXIMUM 4% SLOPE
MAXIMUM
2% SLOPE
5'-0"
EXP. JOINT IN WALL
MAXIMUM 2% SLOPE
A7
A6
1A&B
STO
RM
STO
RM
STO
RM
STO
RM
STO
RM
STORM
STORM
STORM
STORM
STORM
A5
1sim
843.50TCW
EXISTING 6" FOUNDATION DRAIN
CONSTA
NT S
LO
PE
MAX
2%
SLO
PE
NEW 6" FOUNDATION
DRAIN W/ SOCK
843.00 TCW
NEW 6" CLEANOUT,
FOR FOUNDATION
DRAIN SEE DETAIL
4/A6
EXISTING ASPHALT
PAVEMENT
EXISTING 6" FOUNDATION DRAIN
LIMIT OF WORK
& SILT FENCE
LIMIT OF WORK
& SILT FENCE
LIMIT OF WORK
& SILT FENCE
NEW 6" FOUNDATION
DRAIN W/ SOCK
5'- 0"
LA
NDIN
G
TEMPORARY PATH OF EGRESS
MIN. 3'-0" WIDE
EXPANSION JOINT
843.50TCW
STORM
6" C.O.
14 LF 6" PVC SCH 40
STORM PIPE
CONNECT TO FOUND.
DRAINS
C. J.
C. J.
C. J.
REMOVE EXISTING CONCRETE
WALK FROM BUILDING TO
ROADWAY
NEW 6" CLEANOUT,
FOR FOUNDATION
DRAIN SEE DETAIL
4/A6
NOTE:
FG = FINISHED GRADE ELEVATION
TCW = TOP OF CONRETE WALL ELEVATION
FIN. FLR. = FINISHED FLOOR ELEVATION
3.
FG
843.00TCW
842.50FG
A WALL MAY EXIST
TO SUPPORT STEPS
AND LANDING.
REMOVE WALL IF FOUND
JUNCTION BOX TO
REMAIN IF NECESSARY.
VERIFY CIRCUITS
RUNNING THROUGH BOX
REMOVE EXISTING OUTLET.
REMOVE WIRES BACK TO
NEAREST BOX.
EXISTING STAIRWELL TO REMAIN.
EXISTING RUBBER FLOOR
TILE TO REMAIN
REPAINT EXISTING
STAIRWELL WALLS
NEW 6" REINFORCED CMU WALL
W/ #4 BARS VERTICAL AT 24" O.C.
GROUT CORES SOLID,
JOINT REINF. HORIZ. AT 16" O.C.
DOWELS INTO FLOOR AND
WALLS AT 24" O.C. MAX. -
BELOW LANDING & KNEE WALL
ABOVE, PAINT.
A6
1A
A7
3A
REMOVE EXISTING CONC.
AND METAL PAN STAIR
AND PART OF LANDING,
PATCH WALLS AND FLOOR
AS NECESSARY. REMOVE
EXISTING HANDRAILS
EXTEND RUBBER FLOOR
TILE ONTO CONCRETE
SLAB. PAINT ALL WALLS
THIS AREA
A5 sim. 1
A5
A5
PATCH EXISTING RUBBER TILE FLOORING
TO MATCH EXISTING
EXISTING DOOR AND FRAME
TO REMAIN
NEW 6" THICK REINFORCED CONCRETE
SLAB ON GRADE MAY BE REQUIRED
(MATCH RAMP/WALK DESIGN)
P e t t i t t Y a s t e
S t r a u b
200S
LAWSON,C MICHIGAN
UITE
48017-1311
F A X248-658-7781 248-658-7777 P H O N E
C850 NORTH ROOKS ROAD
PL
UR
IB
U
E S
U N U
M
C I
R C
U M
S P
I C
E
S I
Q U
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
A1
RELEASED FOR BIDS 01/18/22
OWNER REVIEW 01/04/22
OWNER REVIEW 10/20/21
AUBURN LOWER LEVEL PLAN
THUMB CORRECTIONAL
FACILITY - Ramps & Related Infrastructure Improvements
FILE NO. 472/19535.MAA
ACCT NO. 472TCFMaintProj
AUBURN - LOWER LEVEL PLAN
SCALE: 1/4" = 1'-0"
STAIR DETAIL
SCALE: 1/2" = 1'-0"
A5
A1
A1
AutoCAD SHX Text
PROJECT NO: 2003
AutoCAD SHX Text 3225 John Conley Drive Lapeer, MI 48446
1'-0
6'-0"
839.66
FIN. FLOOR839.64
MIN. 4" BRG
EA END
4'-0"
MAX
7.5
841.29
841.35 A6
S
TO
R M
S
TO
R M
STORM STORM STORM STORM STORM STORM STORM STORM
S
TO
R M
S
TO
R M
S
TO
R M
S
TO
R M
S
TO
R M
S
TO
R M
1.5%
.7
5%
A7
3A&B
839.00
A5
1sim
A7
A6
A7
A6
7.5
%SLO
PE
SLO
PE
842.50
'-0
" R
AMP
5'- 0" L
ANDIN
G
'-0
" R
AMP
'-8
5'-0"
NEW 8" Ø PVC STORM PIPE @ 0.5% SLOPE
FOR CONTINUATION
SEE SHEET C1
.0
843.00
FIN. FLR.
842.98
'-9
5'- 0"
51' -10
E J
C J
C J
C J
E J
E J
E J E J
E J
C J
C J
C J
C J
C J
E J
C J
C J
C J
E J
C J
C J
C J
E J
8'- 9 1/
2"
842.50
C J
C J
C J
6'-0"
RESTORE LAWN
GRADE AND SEED
A7
STORM
STORM
STORM
STORM
STORM
STORM
STORM
STORM
STORM
STORM
STORM
A7
A6
1A&B
LIMIT OF WORK & SILT FENCE
LIMIT OF WORK & SILT FENCE
TCW
2% S
LO
PE
CONSTA
NT
SLO
PE
EXISTING FOUNDATION DRAIN
WITH SOCK TO REMAIN
EXISTING ASPHALT PAVEMENT
5'- 0"
843.50
NEW 6" CLEANOUT,
FOR FOUNDATION
DRAIN SEE DETAIL
4/A6
TEMPORARY PATH
OF EGRESS, MIN.
3'-0" WIDE
REMOVE EXISTING
FOUNDATION DRAIN PIPE
AT NEW RAMP
EXPANSION JOINT
NEW 6" CLEANOUT, FOR
FOUNDATION DRAIN
SEE DETAIL 4/A6
24" SQ. OR ROUND
CATCH BASIN
AND ADA GRATE
RIM = 839.61
8" INV. = 837.10
RETURN HANDRAIL
TO WALL
EXP. JOINT IN WALL
BOTH SIDES OF RAMP
NEW 6" FOUNDATION
DRAIN W/ SOCK
MATCH TOP OF EXISTING
PAVEMENT ELEVATION
GALVANIZED PIPE GUARDRAIL
AND HANDRAIL
SAWCUT A SMOOTH EDGE NEW
EXPANSION JOINT MATERIAL AT
NEW SIDEWALK
MAXIMUM 2% SLOPE
RESTORE LAWN
GRADE AND SEED
NEW 6" FOUNDATION
DRAIN W/ SOCK
GALVANIZED
PIPE GUARDRAIL
NEW 6" REINF.
SIDEWALK
843.00
TCW
1/4" IN 12" (2%) MAXIMUM CROSS
SLOPE OF SIDEWALK
MAXIMUM
2% SLOPE
MAXIMUM 4% SLOPE
RESTORE LAWN
GRADE AND SEED
LIMIT OF WORK & SILT FENCE
RETAINING WALL
STORM STORM STORM STORM STORM STORM STORM STORM STORM
S
TO
R M
STORM
WYE INVERT
836.98
13 LF 4" PVC SCH 40
@ 1% SLOPE
20 LF 6" PVC
SCH 40
NEW 6" CLEAN OUT,
FOR FOUNDATION
DRAIN SEE DETAIL
4/A6
NEW 6" CLEAN OUT,
FOR FOUNDATION
DRAIN SEE DETAIL
4/A6
TCW843.50
843.00 TCW
842.50 FG
843.00 FG
EXPANSION
JOINT
NEW FROST
PORCH
LIMIT OF WORK & SILT FENCE
10"
10"
C J
C J
REMOVE EXISTING CONCRETE
SIDE WALK FROM BUILDING
TO ROADWAY
23 LF 8" PVC STORM
PIPE @ 0.5% SLOPE
TIE FOUNDATION DRAINS
TO 6" PVC SCH 40 PIPE
TYPICAL
NEW 6" CONCRETE WALK
SEE DETAIL 2/A6 FOR
C.J. (CONTROL JOINT)
E.J. (EXPANSION JOINT)
EXISTING FOUNDATION DRAIN
WITH SOCK TO REMAIN
NOTE:
FG = FINISHED GRADE ELEVATION
TCW = TOP OF CONRETE WALL ELEVATION
FIN. FLR. = FINISHED FLOOR ELEVATION
A WALL MAY EXIST AT
THIS LOCATION TO
SUPPORT STAIR AND
LANDING, IF SO, REMOVE
WALL.
REMOVE EXISTING METAL PAN &
CONCRETE STAIRS & PORTION OF
LANDING. REMOVE EXISTING
HANDRAILS EACH SIDE.
PATCH & PAINT EXISTING WALL.
EXIST. STAIRS TO REMAIN.
JUNCTION BOX TO
REMAIN IF NECESSARY.
VERIFY CIRCUITS
RUNNING THROUGH BOX.
PATCH EXISTING RUBBER TILE
FLOORING
REMOVE EXISTING
OUTLET. REMOVE
WIRES BACK TO
NEAREST BOX.
EXTEND RUBBER TILE ONTO
CONCRETE SLAB.
PAINT ALL WALLS THIS AREA.
NEW 6" REINFORCED CMU WALL
W/ #4 BARS VERTICAL AT 24" O.C.
GROUT CORES SOLID,
HORIZ. JOINT REINF. AT 16" O.C.
#4 DOWELS INTO FLOOR AND WALLS
AT 24" O.C. MAX. - BELOW LANDING
AND KNEE WALL ABOVE, PAINT.
EXISTING RUBBER TILE
FLOORING TO REMAIN
SAWCUT NEW OPENING FOR NEW DOOR AND
FRAME. FURNISH AND INSTALL NEW LINTEL.
A7
3A
A6
1A
A5
A5
A5
1sim
NEW 6" REINFORCED CONCRETE SLAB
ON GRADE MAY BE REQUIRED
(MATCH RAMP/WALK DESIGN)
P e t t i t t Y a s t e
S t r a u b
200S
LAWSON,C MICHIGAN
UITE
48017-1311
F A X248-658-7781 248-658-7777 P H O N E
C850 NORTH ROOKS ROAD
PL
UR
IB
U
E S
U N U
M
C I
R C
U M
S P
I C
E
S I
Q U
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
A2
RELEASED FOR BIDS 01/18/22
OWNER REVIEW 01/04/22
OWNER REVIEW 10/20/21
CORD LOWER LEVEL PLAN
THUMB CORRECTIONAL
FACILITY - Ramps & Related Infrastructure Improvements
FILE NO. 472/19535.MAA
ACCT NO. 472TCFMaintProj
CORD - FLOOR PLAN
SCALE: 1/4" = 1'-0"
STAIR DETAIL
SCALE: 1/2" = 1'-0"
A2
A5
A2
AutoCAD SHX Text
PROJECT NO: 2003
AutoCAD SHX Text 3225 John Conley Drive Lapeer, MI 48446
File details come from the government source that posted it. Updated .