Drawings 1 of 3 19535.pdf
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- 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 appears to be a set of drawings and related information for a state and local contract opportunity titled "Thumb CF - ADA Ramps" with the State of Michigan Department of Technology, Management and Budget. The project involves ramps and infrastructure improvements at the Thumb Correctional Facility, including site work, utility upgrades, and modifications to the Auburn, Durand, Essex, and Franklin housing units. The project is subject to specific construction timelines, with excavation and installation to be completed within 14 calendar days. Key contract details include the requirement for a ground penetration radar survey, restrictions on electrical conductor splicing, and considerations for the high water table around the Franklin building.
The document also provides details on the applicable building codes, occupancy classifications, and construction types for the affected buildings. Pricing terms, funding sources, and other financial details are not included in this document. The contract opportunity is open to qualified bidders in Lapeer County and the City of Lansing, Michigan.
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Text version
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ESSEX
FRANKLIN
MSI
SCHOOL
DINING
ADMIN-
-ISTRATION
SALLYPORT
DURAND
AUBURN
SEE
SHEET
C 1
SEE
SHEET
A 1
SEE
SHEET
A 4
SEE
SHEET
A 2
SEE
SHEET
A 3
SEE SHEET A3
CORD
BURNS
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ESSEX
FRANKLIN
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-ISTRATION
SALLYPORT
DURAND
AUBURN
CORD
BURNS
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
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RELEASED FOR BIDS 01/18/22
OWNER REVIEW 01/04/22
OWNER REVIEW 10/20/21
COVERSHEET / LOCATION
THUMB CORRECTIONAL
FACILITY - Ramps & Related Infrastructure Improvements
FILE NO. 472/19535.MAA
ACCT NO. 472TCFMaintProj
THUMB CORRECTIONAL FACILITY
RAMPS AND RELATED INFRASTRUCTURE IMPROVEMENTS
OWNER: STATE OF MICHIGAN
DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET
DEPARTMENT OF CORRECTIONS
SHEET INDEX
C0 COVERSHEET / LOCATION PLAN
C1 SITE PLAN - UTILITIES
A1 AUBURN LOWER LEVEL PLAN
A2 DURAND LOWER LEVEL PLAN
A3 ESSEX LOWER LEVEL PLAN
A4 FRANKLIN LOWER LEVEL PLAN
A5 SECTIONS AND DETAILS
A6 SECTIONS AND DETAILS
A7 SECTIONS AND DETAILS
CODE COMPLIANCE
MICHIGAN REHABILITATION CODE FOR EXISTING BUILDINGS 2015 - ALTERATIONS LEVEL 2
MICHIGAN MECHANICAL CODE 2015
MICHIGAN PLUMBING CODE 2015
NATIONAL ELECTRIC CODE 2017
NFPA 101: 2012
AUBURN HOUSING UNIT: USE GROUP I-3 CONDITION 2; CONSTRUCTION TYPE: II-B
EXISTING DETENTION/CORRECTIONAL OCCUPANCY CONDITION 2; CONSTRUCTION TYPE: II
(000) AREA OF WORK: 218 sf TOTAL BUILDING AREA: 8408 sf
CORD HOUSING UNIT: USE GROUP I-3 CONDITION 2; CONSTRUCTION TYPE: II-B
EXISTING DETENTION/CORRECTIONAL OCCUPANCY CONDITION 2; CONSTRUCTION TYPE: II
(000) AREA OF WORK: 218 sf TOTAL BUILDING AREA: 8408 sf
ESSEX HOUSING UNIT: USE GROUP I-3 CONDITION 2; CONSTRUCTION TYPE: II-B
EXISTING DETENTION/CORRECTIONAL OCCUPANCY CONDITION 2; CONSTRUCTION TYPE II
(000) AREA OF WORK: 99 sf TOTAL BUILDING AREA: 16,780 sf
FRANKLIN HOUSING: USE GROUP I-3 CONDITION 4; CONSTRUCTION TYPE: II-B
EXISTING DETENTION/CORRECTIONAL OCCUPANCY CONDITION 4; CONSTRUCTION TYPE: II
(000)
AREA OF WORK: ALL WORK IS OUTSIDE THE BUILDING
TOTAL BUILDING AREA: 17,738 GSF
SITE PLAN
JOHN CONLEY DRIVE
LA
K
E N
EP
ES
S
IN
G R
O A
D
EXIT 153
LOCATION PLAN
MISS DIG
AutoCAD SHX Text
PROJECT NO: 2003
AutoCAD SHX Text 3225 John Conley Drive Lapeer, MI 48446
AutoCAD SHX Text 800-482-7171
AutoCAD SHX Text
72 HOURS
AutoCAD SHX Text
(3 WORKING DAYS)
AutoCAD SHX Text
(TOLL-FREE)
AutoCAD SHX Text
CALL MISS DIG
AutoCAD SHX Text
BEFORE YOU DIG
STORM
STORM
STORM
STORM
STORM
S
TO
R M
STORM
S
TO
RM
X X
X X
X X
X X X
X
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X X
X X
X X
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X
X
X
X X X X X X X X X X X X X X X X X X X X X X X
X X X X X X X X X
STORM
STORM
X
S
TO
R M
STORM
STORM
S
TO
R M
ST
O
RM
ST
O
RM
INVERT
835.83
42 L F @ 0.5 %
8" Ø PVC SCH 40
RIM 842.2
INVERT 836.04
115 LF @ 0.5 %
8" Ø PVC SCH 40
E X
IS
T.
EXISTING 10" Ø WATERMAIN
EXISTING 10" Ø W
ATERM
AIN
E X
" Ø W
A
TE
R M
A
IN
EX
IS
T.
EX FH
EX FIRE
HYDRANT (FH)
EX FIRE
HYDRANT
EX
" Ø W
ATE
RM
AIN
EX
" Ø W
ATE
RM
AIN
EXISTING 10" Ø WATERMAIN
EXISTING 10" Ø W
ATERM
AIN
INVERT
835.96
RIM 842.2
INVERT 836.16
FOR CONTINUATION
SEE SHEET A1
AUBURN
DURAND
EXIST.
NEW STORM
MANHOLE
SEE DETAIL 7
SHT A6
NEW STORM
MANHOLE
SEE DETAIL 7
SHT A6
EXIST. STORM
CATCH BASIN
RIM 842.2
INVERT 836.62
RIM 842.2
INVERT 836.68
69 LF @ 0.5 %
8" Ø PVC SCH 40
INVERT
836.97
57 L F @ 0.5 %
8" Ø PVC SCH 40
NEW STORM MANHOLE
SEE DETAIL 7 SHT A6
NEW STORM MANHOLE
SEE DETAIL 7 SHT A6
AUBURN
104 LF @ 0.5 %
8" Ø PVC SCH 40
EXISTING 10" Ø
WATERMAIN
36 L F @ 0.5 %
8" Ø PVC SCH 40
EXIST.
CB
MH 184
CB 78.5
8" GV & BOX
10" GV & M.H.
EX. FH
MH 24
MH 25
MH 26
CB 26.1
CB 27.1
MH 27
MH 28
CB 28.2
CB 28.1
CB 29.1
MH 29
MH 30
CB 30.1
MH 31
CB 31.1
MH 32
CB 32.1
CB 38.1
EXIST 8" GV & BOX
MH 38
NEW STORM MANHOLE
SEE DETAIL 7 SHT A6MH 39
CB 39.1
STORM
MH 90
8" GV & BOX
ESSEX
BURNS
BURNS
EDUCATION BUILDING
DURAND
CORD
CORD
FOR CONTINUATION
SEE SHEET A2
WYE INVERT
836.98
STORM
FOR CONTINUATION
SEE SHEET A3
X X
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
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IB
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RELEASED FOR BIDS 01/18/22
OWNER REVIEW 01/04/22
OWNER REVIEW 10/20/21
SITE PLAN - UTILITIES
THUMB CORRECTIONAL
FACILITY - Ramps & Related Infrastructure Improvements
FILE NO. 472/19535.MAA
ACCT NO. 472TCFMaintProj
PARTIAL SITE PLAN - STORM SEWERS
SCALE: 1" = 40.00'
MISS DIG
NOTES:
ALTHOUGH UTILITY LOCATIONS ARE SHOWN ON THE EARLIER RECORD DRAWINGS, THE
CONTRACTOR IS TO PERFORM A GROUND PENETRATION RADAR (GPR) SURVEY WITHIN THE
CONSTRUCTION AREAS TO LOCATE ALL BURIED PUBLIC AND PRIVATE UTILITIES. AFTER THE
SURVEY IN THE AREAS OF CONSTRUCTION IS COMPLETE, PROVIDE TO THE OWNER A COPY
OF THE REPORT INCLUDING A SITE MAP SHOWING THE LOCATIONS OF ALL FOUND UTILITIES.
PREVENT DAMAGE TO EXISTING PAVEMENTS. ANY DAMAGE CAUSED BY CONSTRUCTION
ACTIVITIES WILL BE REPAIRED TO NEW CONDITION AT NO COST TO THE OWNER.
EXCAVATIONS AND TRENCHING SHALL BE ACCOMPLISHED SO AS NOT TO CUT OR DAMAGE
EXISTING UTILITIES. DAMAGED UTILITIES WILL BE REPAIRED AT THE CONTRACTOR'S
EXPENSE. REPAIRS MUST BE MADE BEFORE THE CONTRACTOR LEAVES FOR THE DAY.
COORDINATION WITH THE FACILITY IS REQUIRED WHERE UTILITIES MUST BE RELOCATED TO
ACCOMPLISH THE WORK OF THIS PROJECT. SPLICING OF ELECTRICAL CONDUCTORS IS NOT
PERMITTED. PULL NEW WIRES FROM ONE TERMINATION TO THE OTHER.
SOILS ON THE SITE PER USDA NRCA SOILS SURVEY ARE MAINLY CONOVER LOAM AND
OWOSSO SANDY LOAM, WHICH CONSIST OF CLAYEY OR SANDY LOAM FOR THE FULL
EXCAVATION DEPTH.
THE GROUND AROUND FRANKLIN BUILDING HAS A VERY HIGH WATER TABLE. EXCAVATIONS
DEEPER THAN A FEW FEET TO THE EAST OF THE BUILDING WILL LIKELY ENCOUNTER
GROUND WATER.
CONTRACTOR SHALL USE TEMPORARY SHEET PILES WHERE EXCAVATIONS BESIDE A
BUILDING EXTEND DEEPER THAN THE EXISTING FOOTINGS OR AS NECESSARY TO LIMIT AND
CONTROL THE EXTENT OF THE EXCAVATION.
ONCE EXCAVATION FOR RAMP BEGINS. THE EXCAVATION, AND INSTALLATION OF
CONCRETE STRUCTURES AND RAMP PAVEMENT SHALL BE COMPLETED AND BACKFILLED
WITHIN 14 CALENDAR DAYS.
ONCE EXCAVATION FOR DRAINAGE SYSTEMS OR STRUCTURES BEGINS, THE EXCAVATION,
INSTALLATION OF STRUCTURES AND PIPE SHALL BE COMPLETED AND BACKFILLED WITHIN
14 CALENDAR DAYS.
AutoCAD SHX Text
PROJECT NO: 2003
AutoCAD SHX Text 3225 John Conley Drive Lapeer, MI 48446
AutoCAD SHX Text 800-482-7171
AutoCAD SHX Text
72 HOURS
AutoCAD SHX Text
(3 WORKING DAYS)
AutoCAD SHX Text
(TOLL-FREE)
AutoCAD SHX Text
CALL MISS DIG
BEFORE YOU DIG
REMOVE EXISTING PAVING AND
CONCRETE, INSTALL NEW 6"
REINF. SIDEWALK, SEE
DETAILS 2/A6
RESTORE LAWN
GRADE AND SEED
RESTORE LAWN
GRADE AND SEED
4'-0"±
EXISTING
CONCRETE
FROST PORCH
TO REMAIN
ELEV. 837.65'±
VERIFY'
EXIST. INLET STRUCTURE
W/ ADA RIM
RIM ELEV. = 837.60'
INV. = 834.10'
INSTALL FILTER FABRIC
EXIST.
CONC.
RING
FINISHED FLOOR
± 840.00'
EXISTING LOWER
LEVEL FIN FLOOR
ELEV: 837.67'
EXIST. 8" Ø WATER MAIN
VERIFY LOCATION
E X
IS
T.
" Ø W
A
TE
R M
A
IN
V E R
IF
Y
E X
IS
T.
" Ø
S
TO
R M
EXIST. ELEV:
± 839.75'±
VERIFY
EXIST. 8" Ø STORM
EXIST. CONTROL FENCE TO
REMAIN
EXIST. CONTROL TO REMAINEXIST. CONTROL FENCE TO REMAIN
E X
IS
T.
F
E N
C E V
E R
IF
Y
EXIST. CONTROL FENCES
E X
IS
T.
FE
N C
E G
A
TE
V E R
IF
Y
EXIST.
FENCE GATE
TO REMAIN
VERIFY
SAW CUT & REMOVE EXIST.
ASPHALT FOR NEW ADA
6" THICK CONCRETE WALK
E.
J.
'-0
R12'-0"
R20'-0"
'-0
'-0
10'-0"±
'-0
C . J
C . J
C. J
C. J
C . J
C . J
C . J
C . J
C . J
E . J
C . J.
C. J.
C. J.
E. J.
C . J
E . J
C . J
E. J.
C. J.
E. J.
C. J.
C. J.
E . J
EXIST. ASPHALT PAVED
PATH
EXIST. ASPHALT
PAVED PATH
REGRADE EXISTING
LAWN, REMOVE
EXISTING RIDGE
AND SLOPE AWAY
FROM BUILDING @
NO LESS THAN 1%
TO EXISTING LAWN.
REGRADE EXISTING LAWN, REMOVE
EXISTING RIDGE AND SLOPE AWAY
FROM BUILDING @ NO LESS THAN 1%
TO EXISTING LAWN.
EXISTING GARDEN
EXISTING GARDEN
UP
TO
EXISTING FENCE TO REMAIN PROTECT
DURING CONSTRUCTION
PROTECT FENCE DURING CONSTRUCTION
LIMITS OF CONSTRUCTION
SILT FENCE
E. J.
E. J.
E . J
840.95' ± 840.00'
MAX. 2% SLOPE
SLOPE EVENLY
TO TURN
MAX 2% SLOPE
54'-57 8"± 20'-11"
'-0
'-0
11' -2
838.90
838.95
MAX 2% SLOPE
837.85
837.90
MAX 2% SLOPE
MATCH EXISTING
ELEVATION
+ 837.60 ±
MAX. 2% SLOPE
MATCH EXISTING ELEVATION
+ 837.42
CELL
CELL
CELL
CELL
CELL
CELL
CELL
CELL
CELL
CELL
CELL
CELL
CELL
CELL
CELL
CELL
CELL
CELL
CELL
CELL
CELL
CELL
CELL
CELL
CELL
CELL
CELL
CELL
CELL
CELL
SHOWER
EXISTING CONCRETE WALK TO REMAIN
EXISTING
SHED
NEW CONCRETE WALK
FINISH GRADE
EVEN WITH TOP OF WALK
RESTORE LAWN
GRADE AND SEED
RESTORE LAWN
GRADE AND SEED
SAWCUT A SMOOTH EDGE
FOR NEW EXPANSION
JOINT MATERIAL AT NEW
SIDEWALK
4'-0"±
EXISTING
CONCRETE
FROST PORCH
TO REMAIN
ELEV. 837.65'±
VERIFY'
EXIST. INLET STRUCTURE
W/ ADA RIM
RIM ELEV. = 837.60'
INV. = 834.10'
INSTALL FILTER FABRIC
EXIST. CB TO REMAIN.
RIM EL: 836.00
8" ST W. IE : 833.40'
12" ST N IE: 833.40'
8" ST SE IE. = 833.40'
EXIST.
CONC.
RING
FINISHED FLOOR
± 840.00'
EXISTING LOWER
LEVEL FIN FLOOR
ELEV: 837.67'
EXIST. 8" Ø WATER MAIN
VERIFY LOCATION
E X
IS
T.
" Ø W
A
TE
R M
A
IN
V E R
IF
Y
L O
C A
TI
O
N
EXIST. ELEV:
± 839.75'±
VERIFY
EXIST. 8" Ø STORM
EXIST. CONTROL TO REMAINEXIST. CONTROL FENCE TO REMAIN
E X
IS
T.
F
E N
C E V
E R
IF
Y
EXIST.
FENCE GATE
TO REMAIN
VERIFY
EXIST. CONTROL
FENCE, PROTECT
DURING CONSTRUCTION
STORM
E.
J.
1/4" IN 12" MAXIMUM CROSS
SLOPE OF SIDEWALK (2 %)
1/4" IN 12" MAXIMUM CROSS
SLOPE OF SIDEWALK (2 %)
'-0
SAW CUT & REMOVE EXIST.
ASPHALT FOR NEW ADA
6" THICK CONCRETE WALK
R12'-0"
R20'-0"
'-0
'-0
R6 '-0
R6 '-0
'-0
6'-0
5'-0"± 10'-0"± 4'
-7
C . J
C . J
E . J
C . J
E.
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.
C. J
C. J
C. J
E.
J.
C. J
C. J
C. J
E.
J
C . J
C . J
C . J
C . J
E . J
C . J
C . J
E . J
C . J.
C. J.
C. J.
E. J.
C . J
E . J
C . J
E. J.
C. J.
E. J.
C. J.
C. J.
E . J
PROTECT FENCE DURING
CONSTRUCTION
INSTALL FILTER FABRIC
EXIST. ASPHALT
PAVED PATH
REGRADE EXISTING
LAWN, REMOVE
EXISTING RIDGE
AND SLOPE AWAY
FROM BUILDING @
NO LESS THAN 1%
TO EXISTING LAWN.
REGRADE EXISTING LAWN, REMOVE
EXISTING RIDGE AND SLOPE AWAY
FROM BUILDING @ NO LESS THAN 1%
TO EXISTING LAWN.
EXISTING GARDEN
EXISTING GARDEN
UP
TO
'-0
UP
TO
EXISTING FENCE TO REMAIN PROTECT
DURING CONSTRUCTION
EXISTING GENERATOR
PROTECT FENCE DURING CONSTRUCTION
LIMITS OF CONSTRUCTION
SILT FENCE
LIMITS OF CONSTRUCTION
SILT FENCE
A4
A4
E. J.
E. J.
C . J
C . J
C. J
C. J
E. J.
130'-11"
45°
16'-11"±
EXIST. 8
" Ø
STORM
MATCH ELEVATION OF EXISTING CONCRETE SLAB
RESTORE LAWN
REMOVE ROUGH TERRAIN AT
GARDEN AND SOW GRASS SEED
REMOVE ROUGH TERRAIN ALONG GARDEN
SOW GRASS SEED UP TO 10'-0" FROM WALK
FRANKLIN HOUSING UNIT
LOW
ER LEVEL 'B W
ING'
FRANKLIN HOUSING UNIT
MID-LEVEL CORE AREA
TEMPORARY ACCESS DRIVE
RESTORE AFTER CONSTRUCTION
+839.60
839.50
ADD SOIL TO CREATE NEW GRADE
SW
ALE
SW
ALE
SW
ALE
SWALE
APP
RO
X.
'-0
838.50
838.70
838.90
UP TO 15'-0"
REWORK EXISTING GRADE
EXISTING LAWN TO REMAIN
UNLESS NOTED OTHERWISE
SLOPE GRADE AWAY
FROM BUILDING -
MIN. 1 4" PER FOOT
REMOVE VALLEY BESIDE BUILDING
AND MOUND AWAY FROM BUILDING
EXISTING FOUNDATION WALL
DO NOT COVER EXISTING
WEEPS IN BRICK VENEER
EXISTING MASONRY WALL
APPLIES TO BOTH WINGS OF FRANKLIN AS A TYPICAL CONDITION
TO BE INCLUDED IN THIS PROJECT.
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
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U N U
M
C I
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S P
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A4
RELEASED FOR BIDS 01/18/22
OWNER REVIEW 01/04/22
OWNER REVIEW 10/20/21
FRANKLIN LOWER LEVEL
SITE PLAN - SOUTH HALF
THUMB CORRECTIONAL
FACILITY- Ramps & Related Infrastructure Improvements
FILE NO. 472/19535.MAA
ACCT NO. 472TCFMaintProj
FRANKLIN LOWER LEVEL PLAN
SCALE: 1/8" = 1'-0"
REGRADING DETAIL
SCALE: 1/2" = 1'-0"A4
AutoCAD SHX Text
PROJECT NO: 2003
3225 John Conley Drive Lapeer, MI 48446
File details come from the government source that posted it. Updated .