Plans_19532.pdf

PDF 4 MB Posted Aug 7, 2025

Attached to: 472/19532. RLO; Oaks CF ADA Egress Ramps and Infrastructure
Solicitation number: RFQ-171-250000000539-2
Issued by: Macomb County, Mcbride Village, Michigan

About this file

Written by GovTribe AI · Aug 12, 2025

The document is a comprehensive set of construction bid plans and specifications for the Oaks Correctional Facility ADA Egress Ramps and Infrastructure project, issued by the Michigan Department of Technology, Management and Budget (DTMB) and the Department of Corrections. The project involves installing ADA-compliant egress ramps, new control fences, sidewalks, storm drainage systems, and associated infrastructure improvements at three housing units (Units 1, 4, and 7) within the correctional facility. The project is scheduled for release for bids on 07/09/25, with an owner review completed on 07/07/25. Each housing unit has approximately 14,282 gross square feet, with renovation areas of about 200 square feet per building. The facility currently has a total occupancy of 247, including 192 inmates.

The project includes detailed technical specifications for constructing concrete ramps with specific slope requirements (maximum 7.5%), installing new control fences with razor ribbon, replacing exit doors, modifying electrical and security systems, and implementing comprehensive storm drainage infrastructure. The construction will require careful coordination with facility operations, including maintaining emergency exit paths, protecting existing utilities, and managing construction activities within an active correctional environment. The project involves precise engineering details such as foundation drains, retaining walls, sidewalks, and integration with existing building systems. Specific requirements include using hydro-excavation near utilities, maintaining minimum clear exit paths, and coordinating with facility security personnel for fence and door modifications.

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472_19532_RLO Addendum 1.pdf	PDF	Aug 7, 2025
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Advertisement 19532.pdf	PDF	Aug 7, 2025
Service Disabled Veteran Owned Business Info Sheet 2025.pdf	PDF	Aug 7, 2025
Specifications_19532.pdf	PDF	Aug 7, 2025

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STORM

ADMIN BLDG.

SERVICES BLDG.

EDUC. BLDG.

SALLYPORT

STORM

ACCESS ROUTES FOR

CONSTRUCTION EQUIPMENT

RESTORE LAWN IN AREA DISTURBED BY

CONSTRUCTION ACTIVITIES

RESTORE LAWN DISTURBED

BY CONSTRUCTION ACTIVITIES

SITE PLAN

SCALE: 1" = 100'-0"

DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

DEPARTMENT OF CORRECTIONS

OAKS CORRECTIONAL FACILITY - ADA EGRESS RAMPS AND INFRASTRUCTURE

FILE NUMBER: 472/19532.RLO

ACCOUNT NUMBER: 472ECFMaintProj

SHEET INDEX:

C0 COVER SHEET /SITE PLAN

C1 LOWER LEVEL PLAN - HOUSING UNIT 1

C2 LOWER LEVEL PLAN - HOUSING UNIT 4

C3 LOWER LEVEL PLAN - HOUSING UNIT 7

C4 RAMP AND SIDEWALK DETAILS

C5 DOOR, RAMP AND STAIR SECTIONS

C6 DOOR AND FENCE DETAILS

REFERENCE

PARTIAL TOPOGRAPHIC SURVEY (JOB NO: 16447, DATED JULY 7, 2021)

MILANOWSKI & ENGLERT ENGINEERING & SURVEYING

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

E S

U N U

C I

R C

U M

S P

I C

S I

Q U

A R

T O

C H

N O

Y , M

A N

A G

T A

N D

B U

D G

O F

A N

R O

T C

. H A

, R

A , N

C A

R B

, D

A C

A D

O N

A N

D C

O N

U C

N D

PROJECT NO: 2001

RELEASED FOR BIDS 07/09/25

OWNER REVIEW 07/07/25

COVERSHEET

OAKS CORRECTIONAL

FACILITY -

ADA EGRESS RAMPS AND

INFRASTRUCTURE

FILE NO. 472/19532.RLO

ACCT NO. 472ECFMaintProj

CODE COMPLIANCE

MICHIGAN REHABILITATION CODE FOR EXISTING

BUILDINGS 2021 - ALTERATIONS LEVEL 2

MICHIGAN ELECTRIC CODE 2023

NFPA 101 - 2012

USE GROUP I-3 / EXISTING DETENTION/CORRECTIONS OCCUPANCY

CONSTRUCTION TYPE II B / II (0,0,0)

BLDGS ARE FULLY SPRINKLERED. (NFPA 13)

AREAS: HOUSING UNITS 1, 4 AND 7: 14,282 gsf EACH AREAS OF RENOVATION @ EACH BLDG: 200 sf

OCCUPANCY: 192 INMATES; 247 TOTAL OCCUPANCY

MISS DIG

M55

Pine Creek Rd.

M ile B rid ge

R d.

C aberfae Hwy.

LOCATION MAP

N.T.S.

O ls on R d.

to Manistee

NOTES:

ALTHOUGH UTILITY LOCATIONS SHOWN ARE BASED ON EARLIER RECORD

DRAWINGS, THE CONTRACTOR SHALL 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 SHALL BE REPAIRED TO NEW CONDITION AT

NO COST TO THE OWNER.

HYDRO-EXCAVATIONS AND HYDRO-BORING SHALL BE USED FOR

EXCAVATING AND INSTALLING PIPING WITHIN 10 FEET OF ANY GPR

LOCATED PIPE, UTILITY, CABLE, OR UNDERGROUND CONSTRUCTION.

SEE ALLOWANCE FOR HYDRO-EXCAVATION.

USE CAUTION DURING CONSTRUCTION SO AS NOT TO DAMAGE UTILITIES.

ANY UTILITIES DAMAGED CAUSED BY CONSTRUCTION ACTIVITIES WILL BE

REPAIRED AT THE CONTRACTOR'S EXPENSE AND REPAIRS MUST BE MADE

BEFORE THE CONTRACTOR LEAVES FOR THE DAY.

COORDINATE WITH THE FACILITY FOR ELECTRICAL AND DATA LOCATIONS.

IF ELECTRICAL OR DATA CABLE 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

PLAINFIELD SAND WHICH CONSISTS OF A THIN LAYER OF TOPSOIL OVER

SANDY SOIL. GRAVELLY SOILS BECOME MORE PROMINENT WITH DEPTH.

CONTRACTOR SHALL USE PERMANENT SHEET PILES AT BUILDING

FOOTING LOCATIONS AT NEW RAMP, AS INDICATED ON THE DRAWINGS.

CONTRACTOR SHALL USE TEMPORARY SHEET PILES AS NECESSARY TO

CONTROL EROSION AND SLIDING OF SOILS AT AREAS OF EXCAVATION.

THIS IS ESPECIALLY THE CASE IF SOILS ARE NOT FOUND TO BE STABLE

NEAR A FENCE OR EXISTING BURIED PIPE.

ONCE EXCAVATION FOR RAMP BEGINS, THE EXCAVATION, AND

INSTALLATION OF CONCRETE STRUCTURES, RAMP PAVEMENT AND

BACKFILL SHALL BE COMPLETED WITHOUT DELAY BEFORE MOVING TO

ANOTHER AREA OF WORK.

ONCE EXCAVATION FOR DRAINAGE SYSTEMS OR STRUCTURES BEGINS,

THE EXCAVATION, INSTALLATION OF STRUCTURES, PIPE AND BACKFILL

SHALL BE COMPLETED WITHOUT DELAY BEFORE MOVING TO ANOTHER

AREA OF WORK.

CONTRACTOR SHALL REPAIR, AT NO COST TO THE OWNER, ANY

DAMAGE TO EXISTING CONCRETE OR ASPHALT PAVEMENT DURING

CONSTRUCTION CAUSED BY CONTRACTOR'S OR SUBCONTRACTOR'S

EQUIPMENT

OAKS CORRECTIONAL

FACILITY

KEYED NOTES:

1. CONTRACTOR TO REMOVE EXISTING CONTROL FENCE. COORDINATE

TIMING OF WORK WITH THE FACILITY PRIOR TO REMOVAL.

2. CONTRACTOR SHALL INSTALL A NEW CONTROL FENCE AT THIS

LOCATION. THE CONTROL FENCE SHALL MATCH THE HEIGHT OF THE

ADJACENT EXISTING CONTROL FENCE(S) AND HAVE 1 ROW OF

DETAINER HOOK RAZOR RIBBON.

3. EXISTING CONTROL FENCE TO REMAIN.

4. REFER TO SPECIFICATION AND GENERAL NOTE G. ON SHEET C4. THIS

APPLIES TO ALL STAIRWELL EXIT DOORS IN THE HOUSING UNITS.

5. NEW GATE IN FENCE.

AutoCAD SHX Text 1500 Caberfae Hwy, Manistee MI 49660

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

FLOOR

657.81±

VERIFY

1.5%

4" BRGEA END

SAWCUT NEW OPENING IN MASONRY

AND INSTALL NEW LINTEL AND DOOR

REFER TO SPECIFICATION AND GENERAL

NOTES F & G ON SHEET C4.

RETURN HANDRAIL

TO WALL

REMOVE OUTER EXISTING

CONCRETE MASONRY WITHE AND

REPLACE WITH NEW BRICK TO

MATCH EXISTING RED BRICK ABOVE

EXPANSION JOINT @ WALL

C. J.

E. J.

C. J.

E. J.

C . J

2 (&1)

RETAINING WALL, TYPICAL

GUARD RAIL ON ONE

SIDE ONLY

7.5

7.5%

10'-8"±

8'-0"

10"

RESTORE GRADE AND LAWN

GALVANIZED PIPE

GUARDRAIL ON THIS

SIDE ONLY

3A|3B

24" SQ. OR ROUND CATCH

BASIN AND ADA GRATE

RIM = 657.73

INV. 8" SW = 654.73

NEW 12" H CONTROL FENCE

INSTALL PRIOR TO POURING

CONCRETE SIDEWALK.

NEW CONTROL FENCE

CENTERED ON NEW

RETAINING WALL

STORM STORM STORM STORM STORM

STORM

R M

STORM

STM

EXISTING 6" FOUNDATION DRAIN W/ SOCK TO REMAIN

STM

R M

EXISTING 6" FOUNDATION DRAIN W/ SOCK

NEW 6" FOUNDATION

DRAIN W/ SOCK

RESTORE GRADE & LAWN

39 LF 8" PVC

STORM PIPE

SLOPE 2%

EXISTING 12" STORM PIPE

EXISTING 18" STORM PIPE

EXISTING 15" CPP STORM PIPE

NEW 6" TRENCH DRAIN WITH 4" OUTLET

NEW 6" FOUNDATION DRAIN W/ SOCK

EXISTING CATCH BASIN CB17

RIM = 658.67

I.E. 15" CPP N = 651.74

I.E. 15" CPP S = 651.62

INSTALL FILTER FABRIC DURING

CONSTRUCTION ACTIVITES

EXISTING CONTROL FENCE TO REMAIN,

PROTECT DURING CONSTRUCTION

STM

STO

R M

STO

NEW 6" FOUNDATION

DRAIN W/ SOCK

EXISTING 6" FOUNDATION DRAIN

W/ SOCK TO REMAIN

STM

C. J.

4" BRGEA END

.70

657.72

660.27

660.00 T.C.

C. J.

659.40

661.10 T.W.

660.36

661.26

LANDING

661.81

660.80 T.W.

660.50 T.W.

661.10 T.

W . 659.96660.67

NEW 6" CLEAN OUT

660.6 7 T

660.30 T.C.

660.00

660.66

659.59

659.15

658.82

AX. 2%

MAX. 2%

660.50 T.W.

660.O0

EXISTING MANHOLE MH16

RIM = 659.37

I.E. 15" CPP N = 651.24±

I.E. 18" W = 651.20± I.E. 12" E =

NEW 8" PVC NE = 653.93

EXISTING 15" CPP STORM PIPE

38 LF NEW 8" PVC STORM PIPE

WYE ELEVATION = 654.21

11 LF 4" PVC STORM PIPE

SLOPE 2%

EXISTING 6" STORM PIPE

EXISTING 12" STORM PIPE

EXISTING ASPHALT WALKING PATH TO

REMAIN. PROTECT FROM DAMAGE DURING

CONSTRUCTION. REPAIR ANY DAMAGE

CAUSED BY CONSTRUCTION ACTIVITIES.

EXPANSION

JOINT IN WALL

LIMITS OF CONSTRUCTION

EROSION CONTROLLIMITS OF CONSTRUCTION

EROSION CONTROL

LIMITS OF CONSTRUCTION

EROSION CONTROL

FILTER FABRIC BELOW LID

LIMITS OF

CONSTRUCTION

EROSION CONTROL

NEW 6" CLEAN OUT

660.67 T.C.

NOTE:

ELEVATIONS WITHOUT BOX ARE EXISTING FROM

REFERENCE SURVEY.

ELEVATIONS IN BOX ARE NEW

F.G. = FINISHED GRADE

T.C. = TOP OF CONCRETE WALK

T.W. = TOP OF CONCRETE WALL

SLOPE 1.5%

STM

E. J.658.54 C. J.

658.54

M A

X. 1.5%

NEW 6" CLEAN OUT

C. J.

E. J.

C. J.

NEW CONTROL FENCE

CENTERED ON RETAINING

WALL. MOUNT WITH BASE

PLATE AND ANCHORS TO

TOP OF WALL

C. J.

76°

10"

6'-0"

10"

6'-0

10"

6'-0

11'- 0" R

AMP

9'-7 3 8

'-5 3

8 "

11'-2 1 2

"± 13'-71 2"±

RESTORE GRADE AND LAWN

PERIMETER FENCE,

PROTECT DURING

CONSTRUCTION

RETAINING WALL WITHOUT

GUARDRAIL.

C. J.

661.78 T.C.

E. J.

C. J.

C . J

E. J.

660.00 T.C. 660.60 T.C.

660.54 T.C.

NEW CONTROL FENCE CONSTRUCT

BEFORE EXCAVATION OF NEW RAMP

BEGINS.

REMOVE EXISTING CONTROL

FENCE AFTER CONSTRUCTION

ON RETAINING WALLS

REMOVE AND REPLACE

EXISTING FROST PORCH

WITH NEW STOOP AND

STEPS

661.10 T.

660.60 T.C.

1.6

T .C

SLOPE

2% MAX.

C . J

SLOPE

2% MAX.

23'-0

" RAM

1'-6"

659.30

659.86

AX. 5%

C. J.

E. J.

660.00

APPROXIMATE EXTENT OF SHORING

5'-0"

5' -8

5' -4

TEM

P. EXIT PA

3 (&1)

DN. 3 STEPS

23'-0

FIELD

ERIFY

'-0

" V.I.F.

NEW END POST, TIE EXISTING FENCE FABRIC

TO NEW POST, EXTEND NEW FENCE FABRIC

TO EXISTING FABRIC

COORDINATE WITH FACILITY AND MDOC FIRE

SERVICES. INSTALL BARRICADE OVER

DOOR DURING TIME OF EXCAVATION AND POUR

OF THE STOOP AND STEPS.

C. J.

657.78

657.75

E. J.

NEW 6" TRENCH DRAIN TYP.

28'-0

FIELD

ERIFY

2'-0

658.90

658.83

4'-0

658.77

658.80.

EXISTING FENCE POST

NEW 4'-0" GATE AND POST

SEE DETAIL 4/C6.

MATCH EXISTING GRADE

ELEVATION OF TRACK

NEW GRADE BEAM.

SEE DETAIL 4/C6.

3 LF 4" PVC STORM PIPE

STM

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

E S

U N U

C I

R C

U M

S P

I C

S I

Q U

A R

T O

C H

N O

Y , M

A N

A G

T A

N D

B U

D G

O F

A N

R O

T C

. H A

, R

A , N

C A

R B

, D

A C

A D

O N

A N

D C

O N

U C

N D

PROJECT NO: 2001

RELEASED FOR BIDS 07/09/25

OWNER REVIEW 07/07/25

LOWER LEVEL PLAN

HOUSING UNIT 1

OAKS CORRECTIONAL

FACILITY -

ADA EGRESS RAMPS AND

INFRASTRUCTURE

FILE NO. 472/19532.RLO

ACCT NO. ECFMaintProj

HOUSING UNIT 1

SCALE: 1/4" = 1'0

AutoCAD SHX Text

A/B WING STAIR

AutoCAD SHX Text

INMATE

AutoCAD SHX Text

WING - A

AutoCAD SHX Text

INMATE

AutoCAD SHX Text

INMATE

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INMATE

AutoCAD SHX Text

INMATE

AutoCAD SHX Text

INMATE

AutoCAD SHX Text

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AutoCAD SHX Text

1500 Caberfae Hwy, Manistee MI 49660

SWALE

1.5%

24" SQ. OR ROUND CATCH BASIN AND GRATE

RIM = 659.64

INV. 8" W = 656.64

SAWCUT NEW

OPENING IN MASONRY

WALL, INSTALL NEW

LINTEL

REFER TO SPECIFICATION

AND GENERAL NOTES F &

G ON SHEET C4.

GALV. PIPE

GUARDRAIL

RETURN HANDRAIL

TO WALL

1.5%

659.74

REMOVE OUTER WITHE OF CMU

AND REPLACE WITH NEW BRICK

MATCHING EXISTING RED BRICK

4" BRG

EA END

EXPANSION JOINT

@ WALL

1'-0" 6'-0

C. J.

C. J

STE

E. J.

C. J.

E. J.

STM

STO

R M

EXISTING 6"

FOUNDATION

DRAIN W/ SOCK

6" CLEAN OUT

RESTORE GRADE

AND LAWN

NEW 6" FOUNDATION DRAIN

W/ SOCK

6" CLEAN OUT

LIMITS OF

CONSTRUCTION

NEW 6" TRENCH DRAIN

W/ 4" OUTLET

RESTORE GRADE AND LAWN

LIMITS OF

CONSTRUCTION

RESTORE GRADE & LAWN

NEW 6" REINF CONCRETE

SIDEWALK. SEE DETAILS

6 & 7 ON SHEET C4.

6'-0"89

'-7 12 "± FIELD

ERIFY

6" CLEAN

OUT

R M

STORM

STM

NEW 6"

FOUNDATION

DRAIN W/ SOCK

EXISTING CONTROL

FENCE, REMOVED

BY OTHERS

6" CLEAN OUT

REPLACE EXISTING FOUNDATION DRAIN

AND EXTEND AROUND RAMP

FLOOR

659.72±

VERIFY

LANDING

663.72

659.64

660.65

660.78

660.6

662.1

663.69 T.C.

663.59 T.C.

662.0 0 T.

T.C. 662.17

T.C. 662.11

T.C

1.9

663.01 T.C.

663.11 T.C.

MAX.

MAX. 2%

MAX.

MAX. 2%

T.C. 662.10

MAX. 5%

MAX.

T.C

1.6

T.C

1.70

LIMITS OF

CONSTRUCTION

T.W. 662.70 F.G. 662.11

SLOPE

7.5%MAX. 8%

T.W. 662.73

F.G. 662.30

F.G.

662.66 T.W.

663.16

E.J. IN WALL

BOTH WALLS

SLO

7.5

MAX.

F.G.

661.75

T.W.

662.70

8'-0"

T.W. 663.16662.66±

662.15±

T.W. 662.70

F.G. 662.00

3 (&1)

TEMP. EXIT PATH

'-1

4'-101 2"

'-7

13 16

7'- 8"

12' -8

" R

AMP

@ 7.

10"

6'-0"

1'-6"

20'-0" RAMP

REMOVE EXISTING CONTROL FENCE,

COORDINATE WITH THE FACILITY.

REMOVE EXISTING SLAB, INSTALL NEW FROST PORCH DOWELED INTO BUILDING

COORDINATE WITH FACILITY AND MDOC FIRE SERVICES. BARRICADE DOOR

DURING TIME WHEN EXCAVATION AND FROST PORCH INSTALLATION OCCURS.

6" THICK TRAP ROCK

OVER WEED CLOTH

6" THICK 3 4" TRAP ROCK

OVER WEED CLOTH

NOTE:

ELEVATIONS WITHOUT BOX ARE EXISTING FROM

REFERENCE SURVEY.

ELEVATIONS IN BOX ARE NEW

F.G. = FINISHED GRADE

T.C. = TOP OF CONCRETE WALK

T.W. = TOP OF CONCRETE WALL

STM

8" CLEAN OUT

LIMITS OF

CONSTRUCTION/

SEDIMENTATION

FENCE

RESTORE GRADE AND LAWN

WYE I.E. = 656.59

18 LF 8" PVC STORM PIPE

AT 1% SLOPE

WYE I.E. = 656.76

12 LF 4" PVC STORM PIPE AT 2% SLOPE

5'- 0"

NEW CONTROL FENCE

SET CENTERED ON RETAINING WALL

NEW CONTROL FENCE INSTALLED AFTER RAMP IS COMPLETE

APPROXIMATE EXTEND OF SHORING

5'-0"

5'-8"

5'- 0"

6" CLEAN OUT

NEW DOUBLE GATE

WITH MORTISE LOCK

AND NON-REMOVABLE

CANE-BOLT. SEE

DETAIL 7/C6.

STM

STM STM6" SOLID FOUNDATION

DRAIN PIPE

8" PVC DRAIN PIPE @ 2% SLOPE

EXTEND WALL

5'-6"

GRADE BEAM

RESTORE GRADE

AND LAWN

RELOCATE EXIST.

PPD TO NEW FENCE

GALV. PIPE

GUARDRAIL

MAINTAIN CLEAR, SAFE EXIT

PATH DURING CONSTRUCTION

OF THE RAMP. IF A SAFE PATH

IS NOT POSSIBLE WITHOUT

CONSTRUCTING A PLATFORM

AND BRIDGE WITH RAILS,

INCLUDE CONSTRUCTION OF

SUCH PLATFORM AND

BRIDGE

CONC. GRADE BEAM

SEE DETAIL 7/C6.

15' -0

NEW 6" TRENCH DRAIN TYP.

T.C. 659.69

E. J.

RESTORE GRADE

& LAWN

8'-8"

OPP.

HAND

EXISTING FENCE POST

TO REMAIN

EXISTING CONTROL

FENCE TO REMAIN

NEW CONTROL FENCE

INSTALL BEFORE EXCAVATION

OF NEW RAMP BEGINS

NEW CONTROL FENCE

INSTALL BEFORE EXCAVATION

FOR NEW RAMP BEGINS

E. J.

C. J.

MAX. 2%

M A

X. 4%

663.9 9±

MATCH EXISTING

ELEVATION

663.97± T.C.

NEW SIDEWALK TO FOLLOW EXISTING SLOPES -

MAXIMUM 5% SLOPE IN DIRECTION OF TRAVEL

MAXIMUM 2% SLOPE PERPENDICULAR TO TRAVEL.

ADJUST GRADES TO NOT TRAP WATER FLOW

OVER WALK.

STM

STORM

LIMITS OF

CONSTRUCTION

RESTORE GRADE AND LAWN

EXISTING INLET STRUCTURE

RIM. 661.00±

EXISTING 6" PVC SW - I.E. 655.55±

EXISTING 12" RCP NE - I.E. 655.50±

NEW 8" PVC S - I.E. 655.58

106 LF 8" PVC STORM PIPE

AT 1% SLOPE

INSTALL FILTER

FABRIC DURING

CONSTRUCTION

PERIOD

STM

6" CLEAN OUT

660.78

MAX.

MAX. 2%

F.G.

661.75

T.W.

662.70

7'- 8"

10"

6'-0"

1'-6"

REMOVE EXISTING CONTROL FENCE,

COORDINATE WITH THE FACILITY.

STM

NEW CONTROL FENCE INSTALLED AFTER RAMP IS COMPLETE

EXISTING CONTROL FENCE,

TO REMAIN.

15' -0

REMOVE EXISTING CONTROL FENCE

8'-0"±

NEW CONTROL FENCE

INSTALL BEFORE EXCAVATION

OF NEW RAMP BEGINS

EXISTING FENCE POST TO REMAIN

STM STM STM S

STM

4"7'-4"4"

3 LF 4" PVC STORM PIPE

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

E S

U N U

C I

R C

U M

S P

I C

S I

Q U

A R

T O

C H

N O

Y , M

A N

A G

T A

N D

B U

D G

O F

A N

R O

T C

. H A

, R

A , N

C A

R B

, D

A C

A D

O N

A N

D C

O N

U C

N D

PROJECT NO: 2001

RELEASED FOR BIDS 07/09/25

OWNER REVIEW 07/07/25

LOWER LEVEL PLAN

HOUSING UNIT 4

OAKS CORRECTIONAL

FACILITY -

ADA EGRESS RAMPS AND

INFRASTRUCTURE

FILE NO. 472/19532.RLO

ACCT NO. ECFMaintProj

HOUSING UNIT 4

SCALE: 1/4" = 1'-0"

NOTE: MAINTAIN MINIMUM 3'-6" WIDE CLEAR EXIT PATH

FROM EXIT DOOR THROUGHOUT CONSTRUCTION.

COORDINATE INSTALLATION OF NEW SIDEWALK @ EXIT PATH.

TO MAINTAIN EXIT CAPABILITIES FOR EXISTING BLDG.

HOUSING UNIT 4 BOTTOM INSET

SCALE: 1/4" = 1'-0"

TYP. DOOR DRAIN

SCALE: 1/2" = 1'-0"

SEE INSET TO RIGHT.

AutoCAD SHX Text

INMATE

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INMATE

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INMATE

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INMATE

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A/B WING STAIR

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INMATE

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INMATE

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INMATE

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INMATE

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FLOOR

658.84±

1 4" BRGEA END

E. J.

C. J.

E. J.

C. J.

M A

11 LIN FT. 6" PVC STORM PIPE

@ 2% SLOPE

662.05

1.5

NEW 24" ROUND

OR SQUARE

CATCH BASIN

RIM = 658.76

8" PVC NW I.E. = 655.75

FLOOR

658.84±

VERIFY

LANDING

662.84

. 6

NEW 8" CLEAN OUT

NEW 6"

CLEAN OUT

STORM

STO

STORM

R M

NEW 6"

CLEAN OUT

STO

662.46

662.00

661.75

EXISTING MANHOLE

RIM = 658.00

I.E. 12" E = 654.63 I.E. 15" W = 654.43

I.E. 6" SW = 657.60

I.E. 6" SE = 655.17

NEW I.E. 8" SW = 654.95

40 LIN FT. 8" PVC STORM PIPE

@ 2% SLOPE

NEW 6"

CLEAN OUT

659.83

659.75

MAX. 2%

661.77

T.C. 662.04

2% SLOPE

C. J.

E. J.

SLOPE 7.5%MAX. 8%

662.85

663.00 T.W.

661.75

662.25 T.W.

661.75 F.G.

662.25 T.W.

5' -0

" F R

O S

C H

11' -5

6" FOUNDATION DRAIN WITH SOCK

NEW CONTROL FENCE CENTERED

ON NEW RETAINING WALL

E.J. IN WALL

NEW CONCRETE

RETAINING WALL

WITHOUT GUARDRAIL

RETURN HANDRAIL

TO FENCE POST, TYPICAL

NEW 6" TRENCH DRAIN

REMOVE EXISTING SLAB, INSTALL NEW FROST PORCH

DOWEL INTO BUILDING. CONSTRUCT A TEMPORARY

WOOD PLATFORM AND BRIDGE AT DOOR FOR

EMERGENCY EXIT DURING EXCAVATION AND RETAINING

WALL POURS. COORDINATE WITH THE FACILITY AND

MDOC FIRE SERVICES. BARRICADE DOOR WHEN IT IS

NOT SAFE TO USE IT AS AN EXIT.

NEW 6" FOUND.

DRAIN WITH

SOCK

EXISTING 6" FOUNDATION

DRAIN WITH SOCK TO

REMAIN

EXISTING 6" FOUNDATION DRAIN

TO REMAIN

GALV. STEEL

GUARDRAIL,

THIS SIDE

ONLY

GALV. STEEL

HANDRAIL

REMOVE EXISTING

FOUNDATION DRAIN

AT NEW RAMP

REMOVE EXISTING 6" CMU

BELOW BRICK WHERE EXPOSED

INSTALL NEW FACE BRICK TO

MATCH EXISTING RED BRICK ABOVE.

RETURN HANDRAIL

TO WALL, TYPICAL

NEW 6" REINF CONCRETE

SIDEWALK. SEE DETAILS

6 & 7 ON SHEET C4.

STEP

C . J

LIMITS OF CONSTRUCTION

EROSION CONTROL

LIMITS OF CONSTRUCTION

EROSION CONTROL

STO

STM STM STM STM

STORM

T.C . 6

61.8

661.65

STM

R M

NOTES:

1. MAINTAIN MINIMUM 3'-0" CLEAR

PATH FOR EGRESS DURING

CONSTRUCTION.

2. ELEVATIONS WITHOUT BOX ARE

EXISTING FROM REFERENCE SURVEY.

ELEVATIONS IN BOX ARE NEW

F.G. = FINISHED GRADE

T.C. = TOP OF CONCRETE WALK

T.W. = TOP OF CONCRETE WALL

E. J.

C. J.

C . J

C. J.

C . J

C. J.

3 (&1)

PROTECT EXISTING 15"Ø

STORM SEWER DURING

CONSTRUCTION

REMOVE EXISTING 6" STORM SEWER

CUT IN NEW TEE IN

EXISTING FOUND.

DRAIN

8'-0"

NEW 4'-0" FENCE GATE

SEE DETAIL 4/C6

6'-0"

6" FOUNDATION DRAIN WITH SOCK

C. J.

C . J

NEW 12' HIGH CONTROL FENCE

ON NEW RETAINING WALL

'-1 1 2

1.5%

7'-10"

12'-0" RAMP @ 7.5%

6'-0"

1.5%

659.74

'-5

'-0 " R

A M

C. J.

E. J. 661.77

MAX. 2%

STM

T.C. 662.62

T.C. 661.83

6'-101 8"±

T.C. 662.70

T.C. 662.75

T.C. 663.12

T.W.

663.63

NEW 6" CLEAN OUT

662.25 T.W.

663.35 T.W.

661.75

661.70

'-3

NEW 6"

CLEAN OUT

APPROX.

EXTENT

OF SHORING

MAX. 2%

GRADE BEAM

SEE DET. 4/C6

EXTEND NEW CONTROL

FENCE TO HOUSING UNIT 6

NEW SIDEWALK TO FOLLOW EXISTING

GRADES WITH MAXIMUM 5% SLOPE

IN DIRECTION OF TRAVEL AND MAXIMUM

2% SLOPE PERPENDICULAR TO TRAVEL.

ADJUST GRADES TO NOT TRAP WATER

ON EITHER SIDE OF WALK.

RELOCATE

EXISTING PPD TO

ADJOINING

FENCE

GALVANIZED PIPE GUARDRAIL

658.81

NEW 6" TRENCH DRAIN TYP.

EXISTING CONTROL FENCE TO

REMAIN

EXISTING CONTROL FENCE TO

REMAIN

SAWCUT NEW OPENING IN

MASONRY WALL, INSTALL NEW

LINTEL. REFER TO SPECIFICATION

AND GENERAL NOTES F & G ON

SHEET C4

661.61

OPP.

HAND

4 LF 4" PVC STORM PIPE

EXISTING WALK

TO REMAIN

STO

AND L

NEW CONC. WALK

SEE DETAILS 5 & 6/A5

C. J.

E. J.

663.50 663.43 663.06

663.86 663.46 663.07

STO

AND L

66'-10 1 2

6'-0"

EXISTING FENCE TO BE REMOVED

BY THE FACILITY BEFORE CONSTRUCTION

EXISTING FENCE GATE TO

BE REMOVED WITH FENCE

BY FACILITY

LIMITS OF CONSTRUCTION

EROSION CONTROL

MAX. 2%

C. J.

12' HIGH NEW CONTROL FENCE

EXISTING CONTROL FENCE TO

REMAIN

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

E S

U N U

C I

R C

U M

S P

I C

S I

Q U

A R

T O

C H

N O

Y , M

A N

A G

T A

N D

B U

D G

O F

A N

R O

T C

. H A

, R

A , N

C A

R B

, D

A C

A D

O N

A N

D C

O N

U C

N D

PROJECT NO: 2001

RELEASED FOR BIDS 07/09/25

OWNER REVIEW 07/07/25

LOWER LEVEL PLAN

HOUSING UNIT 7

OAKS CORRECTIONAL

FACILITY -

ADA EGRESS RAMPS AND

INFRASTRUCTURE

FILE NO. 472/19532.RLO

ACCT NO. ECFMaintProj

HOUSING UNIT 7

SCALE: 1/4" = 1'0

HOUSING

UNIT 6

AutoCAD SHX Text

INMATE

AutoCAD SHX Text

INMATE

AutoCAD SHX Text

INMATE

AutoCAD SHX Text

INMATE

AutoCAD SHX Text

INMATE

AutoCAD SHX Text

INMATE

AutoCAD SHX Text

INMATE

AutoCAD SHX Text

INMATE

AutoCAD SHX Text

INMATE

AutoCAD SHX Text

A/B WING STAIR

AutoCAD SHX Text

INMATE

AutoCAD SHX Text

INMATE

AutoCAD SHX Text

INMATE

AutoCAD SHX Text

INMATE

AutoCAD SHX Text

INMATE

AutoCAD SHX Text

INMATE

AutoCAD SHX Text

INMATE

AutoCAD SHX Text

WING - A

AutoCAD SHX Text

INMATE

AutoCAD SHX Text

INMATE

AutoCAD SHX Text

C/D WING STAIR

AutoCAD SHX Text

#3 DOWELS @ 18" OC,

6" INTO EXISTING

CONCRETE AND

12" INTO NEW 6" CONCRETE

SLAB

FROST PORCH

SEALANT

1/2" EXPANSION JOINT

MATERIAL

MIN 6" COMPACTED BASE

COMPACTED TO 95%

GRADE 11 SAND

DOWEL INTO CONCRETE 6X6 W2.1 X W2.1 WWF

2" EXPANSION JOINT

MATERIAL

SEALANT

#3 DOWELS @ 18" OC,

12" INTO EACH SLAB

EXPANSION JOINT MATERIAL

SEALANT

MIN 6" GRANULAR BASE

COMPACTED TO 95%

6X6 W2.1 X W2.1 WWF EXISTING CONCRETE

SIDEWALK TO REMAIN

6X6 W2.1 X W2.1 WWF

MIN 4" GRANULAR BASE

COMPACTED TO 95%

" 6

EXPANSION JOINT MATERIAL

MIN 4" GRANULAR BASE

COMPACTED TO 95%

SEALANT6X6 W2.1 X W2.1 WWF

EXISTING BUILDING WALL

EXISTING BUILDING FOUNDATION

#3 DOWEL @ 18" O.C.

12" INTO CONCRETE

MIN. 6" INTO EXISTING

CONDITION

EPOXY GROWL

5'-0"

3' -6

1/2"EXPANSION JOINT

MATERIAL

#3 REBAR AT 18" O.C.

12" FROST PORCH

12" SIDEWALK

MASS POUR CONCRETE

FROST PORCH

CONCRETE WALK W/

6x6 W2.1 xW2.1 WWF

COMPACTED SUBGRADE

COMPACTED BASE

GRADE II SAND

COMPACTED BASE

GRADE II SAND

COMPACTED SUBGRADE

EXPN JOINT

1/2"EXPANSION JOINT

MATERIAL OR EXTRUDE

POLYSTYRENE

EXISTING FOUNDATION

WALL

EXISTING FOOTING

CONTROL JOINT

SAWCUT JOINT

8" to 3 16" WIDE

REMOVE AND REROUTE

EXISTING FOUNDATION

DRAIN AT NEW RAMP

8"8"

M A

'-0

SAND FILL

6x6 W2.1xW2.1

WWF

MIN 2" AIR SPACE

MIN 1" 22 ga.

CONC. FORM

NOTE: CONTRACTOR'S OPTION TO MASS POUR THE FROST PORCH

INSTALL MINIMUM 6 DOWELS INTO EXISTING WALL (3 TOP AND 3 BOTTOM

OF NEW FROST PORCH)

#5 DOWELS TOP AND

BOTTOM MIN. 6" ONTO

EXISTING MASONRY AND

24" INTO CONCRETE

REINFORCED CONCRETE WALK

CONCRETE RAMP

#4 REBARS AT 12" O.C.

EXPANSION JOINT MATERIAL

1'-0" 4"3' -6

EXTEND HANDRAIL HORIZONTAL

BEYOND END OF RAMP AND

RETURN TO GUARDRAIL

3' -0

GALVANIZED GUARDRAIL

TOP OF CONCRETE RETAINING

WALL. TYPICAL 3 4" CHAMFERS

CONCRETE WALK

CONCRETE RAMP

#4 REBARS AT 12" O.C.

EXPANSION JOINT MATERIAL

SEALANT

GALVANIZED HANDRAIL

1'-0"

EXTEND HANDRAIL HORIZONTAL

12" BEYOND END OF RAMP AND

RETURN TO FENCE POST

3' -0

NEW FENCE POST

TOP OF CONCRETE

RETAINING WALL.

TYPICAL 3 4" CHAMFERS

CONTINUOUS SEALANT

GALVANIZED HANDRAIL

BRACKET TO FENCE POST

RAMP LANDING

#4 REBAR

AT 12" O.C.

WIRE MESH

REINF.

1'-2"

4"6"4"

SLOPING TRENCH DRAIN

TRENCH DRAIN SUPPORT RODS

EXPANSION JOINT MATERIAL

WITH CONTINUOUS SEALANT

#4 REBAR AT 12" O.C.

GREASE RAMP SIDE

CONCRETE RAMP

MIN. 4" GRANULAR BASE

. 4

SS COVER SCREWED

TO TRENCH FRAME

V A

2'-0" for 8" C.0.

1'-6" for 4" C.0.

FLOW

WYE OR

ELBOW

ELBOW AS

REQUIRED

ZURN ZN1400-HD

CLEAN OUT AND

COVER

CLEAN OUT IN

CONCRETE PAD

LAWN

WHERE

OCCURS

EXPANSION JOINT

CONCRETE WALK

WHERE OCCURS

WHERE CURB OCCURS, EXTEND

FABRIC OVER CURB AND TUCK IN

BEHIND CURB.

INSTALL FILTER FABRIC IN CATCH

BASIN BELOW GRATE.

EXTEND FABRIC 1'± BEYOND EDGE

OF GRATE.

EXISTING CATCH BASIN

EROSION CONTROL

- CATCH BASINS

SPECIFICATION AND GENERAL NOTES:

A. EXIT SIGN: KENALL MODEL METEC-40N-MW-R-2-6.5L-DT WITH LITHONIA MODEL

AFF-OELR-DDBTXD-WT OR MULE LIGHTING MODEL MDC-1-R-A-A-REM WITH REMOTE

OUTDOOR HEAD ASRLED-1. LED COLOR: 4000 KELVIN. SECURITY TORX SCREWS. WALL

MOUNT. POWER: CONNECT EXIT SIGN TO NEAREST UNSWITCHED EMERGENCY LIGHTING

CIRCUIT FIXTURE. VERIFY 120 OR 277 VAC.

B. EXTERIOR LIGHT FIXTURE: MATCH EXISTING WALLPACK FIXTURES - HUBBELL OUTDOOR

LIGHTING MODEL LCN2-18LU-5K-3-DB. VOLTAGE TO MATCH EXISTING EXTERIOR LIGHTING

CIRCUIT (VERIFY 277VAC). WALL MOUNT. POWER: CONNECT NEW LIGHT FIXTURE TO NEAREST

EXTERIOR LIGHTING CIRCUIT FIXTURE.

C. CONDUIT: INSTALL RIGID CONDUIT ON WALLS AND CEILING FROM NEW LIGHT FIXTURE AND

NEW EXIT SIGN TO NEAREST LIGHT FIXTURE ON AN UNSWITCHED EMERGENCY LIGHTING

CIRCUIT. ANCHOR RIGID CONDUIT AT NO MORE THAN 36" O.C. WITH TWO-HOLE ANCHORING

STRAPS AND TORX-HEAD WITH CENTER PIN SCREWS. PLACE A TWO-HOLE STRAP NO MORE

THAN 12" AWAY FROM FIXTURE BACKBOX OR JUNCTION BOX. CORE DRILL THROUGH EXISTING

LANDING FOR CONDUIT TO PASS IF NECESSARY. SEAL AROUND CONDUIT WITH FIRESTOP

SEALANT. CORE DRILL THROUGH CONCRETE MASONRY WALL AS REQUIRED. SEAL AROUND

CONDUIT WITH FIRESTOP SEALANT. PAINT ALL NEW CONDUIT AND STRAPS TO MATCH THE

WALL.

D. NEW DOOR QUANTITY: 1 DOOR AT EACH HOUSING UNIT.

E. DOOR SIZE: 3'-0" x 6'-10"± x 1 3 4", VERIFY HEIGHT WITH EXISTING MORTAR JOINT LOCATION.

MATCH EXISTING EXTERIOR STAIR EXIT DOOR HEIGHT.

F. DOOR HARDWARE: SEE SPECIFICATION SECTION 08 71 00.

CONNECT NEW DOOR POSITION SWITCH TO EXISTING STAIR EXIT DOOR POSITION SWITCH

VIA NEW CONDUIT AND CONDUCTORS. CONNECT TO EXISTING DOOR POSITION SWITCH OR

JUNCTION BOX SERVING THE DOOR POSITION SWITCH.

VERIFY OPERATION OF EXISTING POSITION SWITCH - WHEN DOOR IS OPEN, LIGHT AT DOOR

PANEL AND BUZZER SOUNDS.

G. REPLACE EXISTING RELAY IN DOOR CONTROL PANEL (EITHER IN ELECTRICAL ROOM OR IN

DOOR PANEL) WITH NEW DOUBLE POLE, DOUBLE THROW RELAY. ONE POLE IS TO CONNECT

WITH THE CURRENT LIGHT AND BUZZER CIRCUIT WITHIN THE BUILDING. CONNECT THE

SECOND POLE WITH NEW CONDUCTORS TO THE BUILDING'S ULTRALINK BOARD IN THE

ELECTRICAL ROOM.

MODIFY EXISTING STARNET2 SECURITY PROGRAM FOR NEW DOOR ALARM/ALERT IN THE

PROGRAM AND ON THE COMPUTER DISPLAY. UPDATE GRAPHICS FOR THE ALARM. CONTACT

CHARLES BROWN WITH ALLIED UNIVERSAL TECHNICAL SERVICES FOR THE WORK

ASSOCIATED WITH THE STARNET2 AND THE ULTRALINK CONNECTIONS. (616) 257-1189.

H. DOOR AND FRAME FINISH: SEE SPECIFICATION SECTION 09 90 00.

I. TRENCH DRAIN: ZURN Z886 OR EQUAL. 6" OUTSIDE DIMENSION AND 4" INSIDE DIMENSION, MOLDED STRUCTURAL POLYETHYLENE WITH UV INHIBITORS. 4" PIPE CONNECTION AT BASE

OR END. STAINLESS STEEL CLASS C, REINFORCED, PERFORATED, ADA COMPLIANT GRATE

WITH SCREW ATTACHMENT. USE STAINLESS STEEL HEX-PIN SECURITY HEAD SCREWS.

J. EXISTING PPD RECEIVERS AND ASSOCIATED CONDUIT ARE LOCATED ON THE FENCES AT

HOUSING UNITS 4 AND 7 SHOWN TO BE DEMOLISHED. COORDINATE WITH THE FACILITY AND

TOWER PINKSTER FOR REMOVAL AND RELOCATION OF THESE ITEMS REROUTE CONDUIT

AND RECEIVER TO NEW FENCE LOCATION.

WALK /FROST PORCH DETAIL

SCALE: 3/4" = 1'-0"C1,2,3

RAMP/FROST PORCH DETAIL

SCALE: 3/4" = 1'-0"

WALK TO EXIST. CONC. DETAIL

SCALE: 3/4" = 1'-0"C1,2,3

8CONTROL & EXPANSION JOINTS

SCALE: 3/4" = 1'-0"C1,2,3

7WALK/BUILDING DETAIL

SCALE: 3/4" = 1'-0"

TOP OF RAMP DETAIL

SCALE: 3/4" = 1'-0"C1,2,3

3ATRENCH DRAIN DETAIL

SCALE: 1-1/2" = 1'-0"C1,2,3

C1,2,3

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

E S

U N U

C I

R C

U M

S P

I C

S I

Q U

A R

T O

C H

N O

Y , M

A N

A G

T A

N D

B U

D G

O F

A N

R O

T C

. H A

, R

A , N

C A

R B

, D

A C

A D

O N

A N

D C

O N

U C

N D

PROJECT NO: 2001

RELEASED FOR BIDS 07/09/25

OWNER REVIEW 07/07/25

RAMP AND SIDEWALK DETAILS

OAKS CORRECTIONAL

FACILITY -

ADA EGRESS RAMPS AND

INFRASTRUCTURE

FILE NO. 472/19532.RLO

ACCT NO. ECFMaintProj

CLEAN OUT DETAIL

NO SCALEC1,2,3

1 TOP OF RAMP DETAIL

SCALE: 3/4" = 1'-0"C1,2,3

WALK TO EXIST. CONC. DETAIL

SCALE: 3/4" = 1'-0"C1,2,3

MAX. 3 12" SPACE

BETWEEN BRICK

AT POST

1'-

NEW DOOR THRESHOLD.

SET IN BED OF SEALANT.

EXPANSION JOINT MATERIAL

CONTINUOUS SEALANT

SLOPE TO DRAIN

3/4" CHAMFER TOP EDGE OF RETAINING WALL

AND AT EXTERNAL CORNERS

#3 BARS AT 18" O.C. VERTICAL

AND 12" O.C. HORIZONTAL

#4 BARS AT 12" O.C. HORIZONTAL

FINISHED GRADE

SLEEVE WALL AT EACH POST LOCATION

GEOTEXTILE FABRIC

GRANULAR FILL

STONE DRAINAGE

FILL

6" FOUNDATION

DRAIN

24" SQ. OR ROUND

CATCH BASIN AND

ADA COMPLIANT

BOLT-DOWN GRATE

24" SQ. PRECAST CONCRETE

PIPE VERTICAL

NEW STORM PIPE

SEE SITE PLAN

FOR SIZE AND

LOCATION

INFILL AT REMOVED WALL WITH

CONCRETE AS NEEDED

EXPANSION JOINT

MATERIAL AND

CONTINUOUS SEALANT

10"

#6 BARS AT 24" O.C.

VERTICAL

EXTEND INTO FOOTING AND

TURN 90° FOR 2'-0" LONG

#4 BARS @ 12" OC EACH WAY

TOP AND BOTTOM

REMOVE AND REROUTE EXISTING

FOUNDATION DRAIN AT NEW RAMP

CONFIRM EXISTING

FOUDATION DEPTH

& CONDITIONS.

MASS CONCRETE POUR

@ FROST PORCH

SAWCUT EXISTING CMU AND

BRICK FOR NEW DOOR

OPENING. PARGE EXPOSED

CONCRETE/CMU AT JAMBS

AT INTERIOR CMU.

INSTALL PERMANENT SHORING ALONG FACE

OF FOOTING FOR MINIMUM OF EXCAVATION

WIDTH AT BASE OF EXISTING FOOTING.

FINISHED GRADE

BEYOND

2' -0

REMOVE EXISTING CONCRETE MASONRY EXPOSED IN

NEW LANDING AND REPLACE WITH NEW BRICK

MATCHING EXISTING. RETURN BRICK TO CLOSE AIR GAP

AT NEW DOOR OPENING.

E. J. W/ CONT. SEALANT

1" THICK POLYSTYRENE BOARD

KEYWAY-CONTINUOUS

11' -6

NEW EXTERIOR LIGHT FIXTURE

CENTERED OVER NEW EXIT DOOR

INSTALL CONDUIT AND CONDUCTORS

TO EXISTING EMERGENCY LIGHT CIRCUIT

NEW EXIT SIGN. INSTALL CONDUIT AND CONDUCTORS

TO EXISTING EXIT SIGN CIRCUIT IN THE STAIRWELL.

NEW REMOTE LIGHT. CONNECT TO EXIT SIGN FOR

POWER AND OPERATION.

EXISTING CONCRETE FLOOR SYSTEM

PATCH CMU WHERE NEW

CONDUIT PENETRATES BLOCK,

PATCH PAINT

CORE DRILL THROUGH FLOOR FOR NEW

CONDUIT. FIRESTOP WITH FIRESTOP SEALANT

AS NEEDED FOR INSTALLATION OF NEW CONDUIT

REPAINT WALL

WITH NEW DOOR

. 2 '-0

#4 REBAR, DRILL MIN. 6" INTO

EXISTING FLOOR AND EPOXY

GROUT IN PLACE, MIN. 4" INTO

NEW CONCRETE.

TOP RAIL 1.9"Ø GALV. RAIL

BETWEEN POSTS

INTERMEDIATE RAIL

1.9O"Ø GALVANIZED RAIL

AT MID HEIGHT BETWEEN POSTS

PROVIDE GALVANIZED

POST CAPS (TYP)

NEW 9 GA., 2" GALV STEEL

CHAIN LINK FABRIC FULL HEIGHT

FASTEN TO FRAMEWORK @ 12" O.C.

WITH 9 GA GALV. STEEL TIES,

MIN 3 TWISTS

#5 DOWELS AT MAX. 24" O.C.

MIN. 6" INTO EXISTING FOOTING

FENCE FABRIC

RAZOR RIBBON

SUPPORT AERIAL

FASTEN NEW RAZOR RIBBON COIL

TO EXISTING BRICK AT 3 LOCATIONS

WITH DOUBLE STAINLESS STEEL CLAMPS

NEW HOLLOW METAL

DOOR AND FRAME, PAINT

'-0

TRENCH DRAIN

2' -7

3' -6

V A

S W

R A

M P

. 3 '-6

" A N

D M

A X.

'-6

A T

" I

R V

1'-0"

1'-

4'-6"

V A

S W

M A

'-0 " A

N D

. 2 '-6

V A

S W

R A

M P

. 3 '-6

" A N

D M

A X.

'-6

A T

" I

R V

V A

M A

'-6

. 6

INSERT SS SLEEVE IN CONCRETE WALL FOR POST,

OR CORE-DRILL FOR POST AFTER CONCRETE POUR.

ANCHOR POST WITH NON-SHRINK, NON-METALLIC

GROUT OR ANCHORING CEMENT,

FINISHED GRADE

#4 BARS AT 12" O.C. HORIZONTAL

#6 BARS AT 24" O.C. VERTICAL

#3 BARS AT 12"

HORIZONTAL

#3 BARS AT 18"

VERTICAL

EXPANSION JOINT

MATERIAL & CONT.

SEALANT

6x6 W2.1xW2.1

WWF IN 5"

CONCRETE

SLAB

COMPACTED GRANULAR FILL

GEOTEXTILE FABRIC

6" FOUNDATION DRAIN

STONE DRAINAGE FILL

#4 BARS @ 12" OC

EACH WAY BOTT.

112" Ø GALV. STANDARD

PIPE RAILING AND BRACKETS10"

3' -0

C A

L112" 10"

1'-0"

1'-

MIN. 3'-6"

#3 BARS AT 12" O.C. HORIZONTAL AND

AT 18" O.C. VERTICAL

#4 BARS AT 12" O.C. HORIZONTAL

#5 BARS AT 24" O.C. VERTICAL

#4 BARS AT 12" O.C. EACH WAY, BOT.

FOUNDATION DRAIN

WHERE OCCURS

KEY WAY CONT.

GRAVEL DRAINAGE

FILL

COMPACTED GRANULAR FILL

KEY WAY CONT.

2" SOLID GALV. STEEL BARS OR RODS

PERMIT NO MORE THAN 4" OPEN

SPACE BETWEEN PICKETS, WHERE

OCCURS. OTHER LOCATIONS SEE

CONTROL FENCE SHOWN IN DETAIL 1/C5.

GEO-TEXTILE FABRIC

SEPARATION BETWEEN

DRAINAGE FILL AND

BACKFILL

FROST PORCH

CONTINUOUS

SEALANT

2" EXPANSION JOINT

MATERIAL

8"2'-6"

7" 3'

-0

SAND FILL

6x6 W2.1xW2.1 WWF

MIN 2" AIR SPACE

MIN 1" 22 ga.

CONC. FORM

NOTE: CONTRACTOR'S

OPTION TO MASS POUR

THE FROST PORCH

INSTALL MINIMUM 6

DOWELS INTO EXISTING

WALL (3 TOP AND 3

BOTTOM

OF NEW FROST PORCH)

#5 BAR TOP AND BOTTOM

#5 DOWEL x12" , EPOXY

INTO EXISTING CONCRETE

MASONRY. DOWELS

LOCATED TOP AND

BOTTOM AT

PERPENDICULAR WALL.

3' -0

3'-8"

7" 1'-0"

#5 BARS TOP AND

BOTTOM AT 12" O.C.

1'-0"

1'-

3' -0

2" MAX.

FACE OF BUILDING

REINFORCED CONCRETE

SIDEWALK

SLOPE MAX. 2%

1-1/2" GALVANIZED STANDARD PIPE,

4"Ø OR SQ. ROD BALLUSTERS,

TO MATCH GUARDRAIL 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

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PROJECT NO: 2001

RELEASED FOR BIDS 07/09/25

OWNER REVIEW 07/07/25

DOOR, RAMP AND STAIR

SECTIONS

OAKS CORRECTIONAL

FACILITY -

ADA EGRESS RAMPS AND

INFRASTRUCTURE

FILE NO. 472/19532.RLO

ACCT NO. ECFMaintProj

LOWER LANDING/WALL SECTION

SCALE: 3/4" = 1'-0"C1,2,3

TALL RAMP WALL SECTION

SCALE: 3/4" = 1'-0"C1,2,3

3 SHORT RAMP WALL SECTION

SCALE: 3/4" = 1'-0"C1,2,3

STAIR SECTION

SCALE: 3/4" = 1'-0"C1

BETWEEN 4" AND 8"

7'-

D V

SAWCUT ALONG MORTAR

JOINT LINE FOR NEW

DOOR OPENING

EXISTING CONCRETE FLOOR SLAB

EXISTING CONCRETE MASONRY WALL

EXISTING SECOND FLOOR LANDING

EXISTING STEEL

STAIRS

3C6

SET THRESHOLD IN

CONTINUOUS BED OF

SEALANT

EXISTING FINNED TUBE RADIATION

NEW EXIT SIGN

DOOR POSITION

SWITCH

PANIC DEVICE

3'-0"

REPAINT

WALL

CORE DRILL CONCRETE SLAB FOR 3/4" CONDUITS.

FIRE STOP

3/4" CONDUITS TO EXIT

SIGN AND DOOR ALARM

NEW CONDUIT TO EXISTING DOOR POSITION

SWITCH, CONDUIT OR JUNCTION BOX.

RECESSED JBOX

BETWEEN

4" AND 8"

SAWCUT AND REMOVE EXISTING BRICK, CONCRETE, AND

CONCRETE MASONRY FOR NEW DOOR AND FRAME. REUSE

EXISTING, TAKE FROM FACILITY'S STORED BRICK, OR PURCHASE

NEW BRICK MATCHING EXISTING TO PATCH OPENING.

NEW HOLLOW METAL FRAME

GROUT FRAME SOLID

NEW INSULATED HOLLOW

METAL DOOR

3'-0" x 6'-10"

CONTINUOUS SEALANT

EXISTING CONCRETE MASONRY WALLS

EXISTING

BRICK TO

REMAIN

FILL DIMPLE AT FASTENER WITH

BONDO AND GRIND SMOOTH,

TOUCH UP PRIMER WITH GALVANIZED

PAINT.

PAINT WALL WITH NEW DOOR

NEW CONCRETE RETAINING WALL

EXPANSION JOINT MATERIAL

1'-2"±

EXISTING CAVITY INSULATION

REPLACE REMOVED SECTION

OF INSULATION, TAPE AND SEAL

TO EXISTING.

PATCH WITH EXISTING BRICK

OR NEW BRICK IF SALVAGE

IS NOT POSSIBLE.

INSTALL NEW MEMBRANE

FLASHING, TUCK BEHIND EXISTING

CAVITY INSULATION, CUT OFF

FLUSH WITH EDGE OF LINTEL

3 1/2"x6"x5/16" LLH GALVANIZED

STEEL LINTEL.

CONTINUOUS SEALANT

SAWCUT A GROOVE IN

BLOCK FOR LINTEL

NEW BACK-TO-BACK

3 1/2x3 1/2x5/16 ANGLE LINTEL

CONTINUOUS SEALANT

NEW HOLLOW METAL

FRAME

NEW INSULATED HOLLOW

METAL DOOR

PATCH BRICK AT JAMBS

RETURN BRICK TO BLOCK

NEW WEEPS IN MORTAR JOINT

AT 24" O.C. MAX.

REPLACE EXISTING

CMU

CUT AND REMOVE EXISTING CAVITY

INSULATION FOR NEW DOOR OPENING

REPAINT WALL

NEW RECESSED MAGNETIC

DOOR SENSOR

EXTERIOR REMOTE EMERGENCY

LIGHT, CONNECT TO EMERGENCY

EXIT LIGHT FIXTURE INSIDE.

PATCH CAVITY INSULATION, TAPE

TO EXISTING.

LIT EXIT SIGN

TO EXISTING EXIT

DOOR

4" CONDUIT

PULL BOX

BOX FRAME FOR DOOR

POSITION & SWITCH &

CONDUIT CONNECTION

REMOVE EXISTING

CMU AND REPLACE

WITH BULLNOSED

UNIT.

REMOVE EXISTING CMU

VENEER TO NEW RETAINING

WALL AND REPLACE WITH

BRICK MATCHING EXISTING.

NEW 31" DIAMETER DETAINER HOOK

RAZOR RIBBON

NEW RAZOR RIBBON

SUPPORT TERMINAL

'-0

NEW 18" Ø CONCRETE

FOOTINGS CONCRETE FOOTING

OR RETAINING WALL

1.9" O.D. BOTTOM RAIL

NEW 4" O.D.

END POST

LINE POST

2.875" O.D.

1.9" O.D. MIDRAIL

MATCH LOCATION

WITH EXISTING FENCE

1.9" O.D.

TOP RAIL

EXISTING BUILDING

EXTERIOR WALL

2"x 9ga CHAIN

LINK FABRIC

CHAIN LINK FENCE

GRADE

POST WILL LIKELY

REST ON EXISTING

FOOTING

SEE PLAN FOR DISTANCE

7'-

" C

A R

4'-4"± CLR

STAINLESS STEEL MECHANICAL LOCK -

ADAMS RITE MS1950P WITH DOUBLE

CYLINDER.

FABRICATE A BOX TO HOUSE LOCK

AND CUT

RECTALINEAR OPENING IN POST FOR

LATCHING.

HINGES

NEW GATE PANEL

NEW CONCRETE GRADE

BEAM WITH (2) #5 BARS

TOP AND BOTTOM

NEW SIDEWALK

6'-0"± CLR

3' -6

" M

FASTEN RAZOR RIBBON

TO BRICK AT MIN. 3

LOCATIONS

TWISTED ENDS WITH MIN. 1"x1

8" SS

BAR EACH SIDE WITH 3 16" BOLTS AND

NUTS AT 11" O.C. TACK WELD NUT TO

BOLT AFTER TIGHTENING.

TYP. ALL NEW FENCING

TWISTED ENDS WITH

MIN. 1"x1

8" SS BAR EACH

SIDE WITH 3 16" BOLTS

AND NUTS AT 11" O.C.

TACK WELD NUT TO

BOLT AFTER TIGHTENING.

TYP. ALL NEW FENCING

'-0

12" Ø CONCRETE FOOTING AT

PERMANENT CONTROL FENCE.

ELIMINATE CONCRETE

AT TEMPORARY FENCE UNLESS

REQUIRED FOR STABILITY.

LINE POST = 2.875" O.D.

END OR CORNER POST = 4" O.D.

1.9" O.D. MIDRAIL

MATCH LOCATION

WITH EXISTING FENCE

(1) ROW 31" DIAMETER DETAINER

HOOK RAZOR RIBBON

2"x2" x 6ga. ALUMINIZED

CHAIN LINK FENCE FABRIC

FINISHED GRADE

1.9" O.D. UPPER RAIL

1.9" O.D. LOWER RAIL

SLOPE TOP OF FOUNDATION

MIN. 12" FROM POST TO GRADE

GALVANIZED POST CAPS (TYP)

SUPPORT AERIALS AT EACH

POST (TYP), CLAMP TO POST

4' -0

NEW 6" REINFORCED

CONCRETE SIDEWALK

EXTEND CONCRETE UP TO

FENCE FABRIC, DO NOT LET

FABRIC TOUCH CONCRETE WHILE

CURING.

M A

" C

A R

. A T

TWISTED ENDS WITH MIN. 1"x1

8" SS BAR

EACH SIDE WITH 3 16" BOLTS AND NUTS AT

11" O.C. TACK WELD NUT TO BOLT AFTER

TIGHTENING. TYP. ALL NEW FENCING

NEW 31"

DIAMETER

DETAINER HOOK

RAZOR RIBBON

7'- 4"

A R

7'-4"± CLR

NEW CONCRETE GRADE

BEAM WITH (2) #5 BARS

TOP AND BOTTOM

8'-8"±

3' -6

" M

TWISTED ENDS WITH MIN.

1"x1

8" SS BAR EACH SIDE

WITH 3 16" BOLTS AND NUTS

AT 11" O.C. TACK WELD NUT

TO BOLT AFTER TIGHTENING.

TYP. ALL NEW FENCING

STAINLESS STEEL

MECHANICAL LOCK -

ADAMS RITE MS1950P

WITH DOUBLE CYLINDER.

FABRICATE A BOX TO

HOUSE LOCK AND CUT

RECTALINEAR OPENING IN

POST FOR LATCHING.

SIDEWALK

DOOR JAMB DETAIL

SCALE: 3" = 1'-0"C5, C6

STAIR/DOOR ELEVATION

SCALE: 1/2" = 1'-0"C1,2,3

1DOOR HEAD DETAIL

SCALE: 3" = 1'-0"C5, C6

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

E S

U N

U M

C I

R C

U M

S P

I C

S I

Q U

A R

T O

C H

N O

Y , M

A N

A G

T A

N D

B U

D G

O F

A N

R O

T C

. H A

, R

A , N

C A

R B

, D

A C

A D

O N

A N

D C

O N

U C

N D

PROJECT NO: 2001

RELEASED FOR BIDS 07/09/25

OWNER REVIEW 07/07/25

DOOR AND FENCE DETAILS

OAKS CORRECTIONAL

FACILITY -

ADA EGRESS RAMPS AND

INFRASTRUCTURE

FILE NO. 472/19532.RLO

ACCT NO. ECFMaintProj

TYPICAL GATE DETAIL

SCALE: 1/4" = 1'-0"C2, C3

4TYPICAL FENCE ELEV.

SCALE: 1/4" = 1'-0"C1,2,3

FENCE SECTION (TEMP. & PERMANENT)

SCALE: 3/4" = 1'-0"C1,2,3,6

TYPICAL FENCE ELEV.

SCALE: 1/4" = 1'-0"C2

LEAF WITH NON-

REMOVABLE

CANE BOLT

File details come from the government source that posted it. Updated Aug 12, 2025.