472_19531_MNB Drawings Part_1 of 2.pdf

PDF 3 MB Posted May 24, 2023

Attached to: 472/19531. MNB; Egress Ramps and Infrastructure Improvements
Solicitation number: RFQ - 171 - 230000000440
Issued by: Macomb County, Marlette City, Michigan

About this file

Written by GovTribe AI · Apr 3, 2024

This document is a set of drawings and specifications for an infrastructure improvement project at the Macomb Correctional Facility in Lenox Township, Michigan. The project involves the construction of ADA-compliant ramps and related site work at Housing Units 4 and 6, as well as brick repair work at various locations on the facility grounds. The drawings provide detailed plans, sections, and details for the new ramps, sidewalks, storm drainage, and fencing modifications. The project is being managed by the Michigan Department of Technology, Management and Budget, Department of Corrections. Bids for this project are due by 2:00 pm on April 20, 2023. The contract will be awarded after this date, but the document does not specify a contract term or renewal options.

The pricing and funding details are not included in the drawings, but the document notes that questions should be emailed to the project manager, Richard Mann, rather than submitted through the state's online procurement system. The project appears to be funded by the State of Michigan, but the specific funding sources and amounts are not provided. There is no information given about any set-asides or incumbent contractors for this work.

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File	Type	Posted
472_19531_MNB Drawings Part_2 or 2.pdf	PDF	May 24, 2023
CAJ-1037 MDOC LEIN Request REV 09-2019.pdf	PDF	May 24, 2023
472_19531 MNB Add 1.pdf	PDF	May 24, 2023
472_19531_MNB_Addendum 2 Photos.docx	DOCX document	May 24, 2023
472_19531_MNB Specifications.pdf	PDF	May 24, 2023
472_19531_MNB_Addendum 2.pdf	PDF	May 24, 2023
472_19531_MNB_Addendum 2 Drawings.pdf	PDF	May 24, 2023
472_19531_MNB Advertisment Macomb Egress Ramps and Related Improvements.pdf	PDF	May 24, 2023

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EXISTING

PAVED COURT

MARSHY WOODED AREA

250'-0"±

200'-0"±

NOTES:

NOTE 1 - REMOVE AND REPLACE THE SAND COLOR BRICK SOLDIER

COURSE JUST ABOVE GRADE FOR THE DISTANCES INDICATED.

REMOVE AND REPLACE THE BRICK IN 2'-0" INTERVALS IN 3

DIFFERENT PHASES IN ORDER TO MAINTAIN INTEGRITY OF WALL.

NEW HAVEN

26 MILE RD

NEW HAVEN RD

MACOMB CORRECTIONAL

FACILITY

49'-6"

14'-6 1

2 "

'-6

20'-6"

'-6

17' -7

20'-1"

'-1

'-9 1 2 " 48'-8"

NOTE 1

NOTES:

NOTE 1 - REMOVE AND REPLACE THE SAND COLOR BRICK SOLDIER

COURSE JUST ABOVE GRADE FOR THE DISTANCES INDICATED.

REMOVE AND REPLACE THE BRICK IN 2'-0" INTERVALS IN 3

DIFFERENT PHASES IN ORDER TO MAINTAIN INTEGRITY OF WALL.

Macomb Correctional Facility

ADA RAMP AND RELATED INFRASTRUCTURE IMPROVEMENTS

OWNER: STATE OF MICHIGAN

DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

DEPARTMENT OF CORRECTIONS

SHEET INDEX

A0 COVERSHEET / LOCATION PLAN

A1 HOUSING UNIT 4 - PLAN

A2 HOUSING UNIT 6 - PLAN

A3 HOUSING UNITS 3 AND 7 - PLANS

A4 DOOR AND RAMP SECTIONS AND DETAILS

A5 RAMP, SIDEWALK AND FENCE DETAILS

A6 HOUSING UNIT 6 - INTERIOR RENOVATIONS

A7 BRICK REPAIRS

CODE COMPLIANCE

MICHIGAN REHABILITATION CODE FOR EXISTING BUILDINGS 2015 - ALTERATIONS LEVEL 2

MICHIGAN PLUMBING CODE 2018

NATIONAL ELECTRIC CODE 2017

LIFE SAFETY CODE (NFPA 101) 2012

USE GROUP I-3 - EXISTING DETENTION AND CORRECTIONAL

CONSTRUCTION TYPE: 2B - II (0,0,0)

HOUSING UNIT 4: 15,580 GSF

AREA OF ALTERATIONS: 190 SF

2 STORIES

FULLY SPRINKLED

HOUSING UNIT 6: 12,940 GSF

AREAS OF ALTERATIONS: 1121 SF

2 STORIES

FULLY SPRINKLED

SITE PLAN

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

U E R

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N I

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P . L

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H , R

A , D

A C

A D

O N

A N

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O N

U C

N D

ISSUED FOR BIDS 04/20/2023

COVERSHEET, LOCATION

AND BRICK REPAIRS

MACOMB CORRECTIONAL

FACILITY

ADA RAMP AND RELATED

INFRASTRUCTURE IMPROVEMENTS

AND BRICK REPAIRS

FILE NO: 472/19531.MNB

FILE NO: 472/19540.MNB

ACCOUNT NO: 472MRFMaintProj

SEE SHEET A1

SEE SHEET A3

SEE SHEET A2

SEE SHEET A3

LOCATION MAPADMINISTRATION BUILDING COURTYARD

SCALE: 1/16" = 1'-0"

ADMINISTRATION

BUILDING

COURTYARD

SEE SHEET

WORK IN THIS PLAN ASSOCIATED WITH 472/19540 FILE NUMBER.

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HOUSING UNIT 1

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HOUSING UNIT 2

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HOUSING UNIT 3

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HOUSING UNIT 7

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HOUSING UNIT 4

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HOUSING UNIT 5

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HOUSING UNIT 6

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ADMIN. BLDG.

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FOOD SERVICE

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SEGREGATION

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MAINTENANCE BUILDING

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EDUCATION BUILDING

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PROJECT NO: 1928

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34625 26 MILE ROAD LENOX TOWNSHIP, MI 48048

613.00

612.98

614.50

613.75

614.33

6'-0"

8'- 0"

'-0

6'-0"

10"10"

24" SQ. CATCH BASIN AND GRATE

RIM 612.93

INV. 8" SE 610.43

1'-

G A

A N

G U A R D

R A

A N D

H A N D

R A

EXPANSION JOINT

NEW OPENING, NEW LINTEL

GALVANIZED PIPE GUARDRAIL

RETURN HANDRAIL TO WALL

RETURN HANDRAIL

TO WALL

STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM

STM

STM STM STM STM

614.33

1.5% SLOPE

1.5 % S

613.0±

MAX. 2%

SLOPE

STM

EXISTING MANHOLE

RIM 613.00±

INV. 18" E 607.58

NEW MANHOLE

RIM 612.75

INV. 18" E & W 607.50

INV. 8" N 609.63

SEE DETAIL 9/A5

EXISTING 18" STORM

PIPE AT 0.27%

EXISTING 18" STORM

PIPE AT 0.27%

NEW 8" PVC STORM PIPE

SLOPE 2%

NEW 6" PVC STORM PIPE, CONNECT

TO EXISTING FOUNDATION DRAIN.

MINIMUM 2% SLOPE

EXTEND EXISTING FOUNDATION DRAIN WITH NEW

6" FOUNDATION DRAI.

ROLL BACK EXISTING FENCE FABRIC AS NECESSARY FOR CONSTRUCTION,

SHORE/BRACE EXISTING SECURITY FENCE POSTS FROM MOVEMENT DURING

RAMP CONSTRUCTION. RESTORE FENCE FABRIC TO ORIGINAL CONDITION.

INSTALL NEW 6"

CLEAN OUT AT

GRADE. SEE

DETAIL 7/A5

EXISTING FOUNDATION DRAIN

TO REMAIN

EXISTING MANHOLE

EXISTING INTERIOR CONTROL FENCE

TO REMAIN. BRACE AS NECESSRY

DURING CONSTRUCTION ACTIVITIES.

EXISTING FROST PORCH

AT EXISTING EXIT TO

REMAIN

EXISTING ASPHALT DRIVE TO REMAIN

NEW 6" REINFORCED CONCRETE

SIDEWALK, SEE DETAIL 2/A5

EXISTING PERIMETER SECURITY FENCE

TO REMAIN. DO NOT DAMAGE DURING

CONSTRUCTION ACTIVITIES.

LIMIT OF AREA OF WORK

SAWCUT A STRAIGHT LINE

AT NEW SIDEWALK

614.50

614.00

FINISH GRADE TO MEET TOP OF

SIDEWALK

614.33

6" C.O. AT GRADE

SEE DETAIL 7/A5

EXPANSION JOINT

C. J.

E. J.

C. J.

E. J.

REMOVE/ROLL BACK ONE SECTION OF EXISTING FENCE

AND RAZOR RIBBON. CONSTRUCT RETAINING WALLS FOR

RAMP AND COMMENCE BACKFILLING. REINSTALL FENCE

POST, RAILS, BRACES, TENSIONING, AND RAZOR RIBBON

TO ITS ORIGINAL CONDITION.

RESTORE LAWN, GRADE AND SEED

RESTORE LAWN,

GRADE AND SEED.

614.83

614.25614.25

614.83

613.75613.83 S

INSTALL NEW 6"

CLEAN OUT AT

GRADE. SEE

DETAIL 7/A5

INSTALL NEW 6"

FOUNDATION

DRAIN (SAME

DEPTH AS BLDG

FOUND. DRAIN)

INSTALL NEW 6" CLEAN

OUT AT GRADE.

SEE DETAIL 7/A5

INSTALL NEW 6" FOUNDATION

DRAIN (SAME DEPTH AS BLDG

FOUNDATION DRAIN)

NOTE: ANY DAMAGE CAUSE TO THE EXISTING CONTROL FENCE DURING EXCAVATION AND OTHER

CONSTRUCTION ACTIVITIES WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO REPAIR, INCLUDING

COSTS TO REPAIR.

SUBMIT A PLAN IMMEDIATELY TO THE FACILITY FOR REPAIRS F ANY DAMAGE TO THE FENCE SHOULD

OCCUR.

1'-9 1

8 "±

'-6

MODIFY EXISTING DOUBLE GATE

TO REMOVE EXISTING HEADER.

REMOVE EXISTING CONCERTINA OVER GATES

AND REINSTALL ON TOP OF EACH GATE LEAF.

HOUSING UNIT 4 RAMP & WALK

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

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

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U E R

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ISSUED FOR BIDS 04/20/2023

HOUSING UNIT 4 - PLAN

MACOMB CORRECTIONAL

FACILITY

ADA RAMP AND RELATED

INFRASTRUCTURE IMPROVEMENTS

AND BRICK REPAIRS

FILE NO: 472/19531.MNB

FILE NO: 472/19540.MNB

ACCOUNT NO: 472MRFMaintProj

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PROJECT NO: 1928

610.67

612.50

613.64

613.00

611.33±

'-0

5' -0

25'-0"

7'- 6"

EXPANSION JOINT

NEW OPENING, NEW LINTEL

REMOVE EXISTING

CONCRETE SLAB AND

REPLACE WITH A NEW

FROST PORCH.

24" SQ. CATCH BASIN AND GRATE

RIM 610.62

INV. 608.10

GALVANIZED PIPE GUARDRAIL

6" WIDE TRENCH DRAIN WITH

ADA COMPLIANT GRATING

RETURN

HANDRAIL

TO WALL

SLOPE DOWN 7.0%

GALVANIZED PIPE GUARDRAIL

AND HANDRAIL

1'-0 "6'-0"

RETURN

HANDRAIL

TO WALL

SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN

STM STM

STM

EXPANSION JOINT

SLO

N 7.

2±

STM

EXISTING SECURITY FENCE TO REMAIN.

CONTRACTOR TO PROTECT FENCE FOOTINGS DURING

CONSTRUCTION AGAINST MOVEMENT.

ALSO PROTECT FENCE FABRIC AND RAZOR RIBBON FROM

DAMAGE DURING CONSTRUCTION.

APPROX. LOCATION OF EXISTING

12" SANITARY LINE

CATCH BASIN AT OPPOSITE SIDE OF DRIVE

RIM 612.50

INV. 603.33

1.5% SLOPE

1.5

610.65

1.0% SLOPE

612.46

613.0± 612.0±

EXISTING CATCH BASIN

RIM 610.70

INV. 604.05

NEW 8" CLEAN OUT, SEE DETAIL 7/A5

611.90613.00

SLOPE DOWN 3.0%

SLOPE DOWN 2.5±%

8" PVC STORM DRAIN AT 2%

6" PVC STORM

DRAIN, SLOPE

AT 2%

8" PVC STORM

DRAIN AT 1.9%

EXISTING 12"

STORM PIPE

AT 0.52%

NEW MANHOLE

RIM 613.92

INV. N & S 603.49

INV. E 607.21

SEE DETAIL 9/A5

6" PVC STORM

AT 2% SLOPE

EXISTING FOUNDATION DRAIN

TO REMAIN

INSTALL NEW 6" C.O.

FOR FOUNDATION DRAIN

SEE DETAIL 7/A5

EXISTING FOUNDATION DRAIN

TO REMAIN

EXISTING 6" STORM

PIPE TO REMAIN

INSTALL NEW 6" C.O.

FOR FOUNDATION DRAIN

SEE DETAIL 7/A5

SAWCUT EXISTING ASPHALT

PAVING

REMOVE EXISTING APSHALT

PAVING

REMOVE EXISTING ASPHALT PAVING

EXISTING CONCRETE WALK TO REMAIN

EXISTING ASPHALT PAVEMENT TO REMAIN

INSTALL A TEMPORARY BARRIER ALONG SIDE OF EXISTING STOOP SLAB.

EXTEND BARRIER TO EXISTING SIDE WALK DURING OPEN EXCAVATIONS.

LIMITS TO AREA OF WORK

PROVIDE A SEDIMENTATION

CONTROL ALONG THIS LINE.

INSTALL A TEMPORARY CONTROL FENCE FROM THE BUILDING ALONG THIS

PATH AND TO THE SECURITY FENCE. UPON REMOVING FENCE AND POSTS

COMPLETELY, FILL HOLES AND PATCH ASPHALT PAVEMENT.

TEMP. CONTROL FENCE: CHAINLINK FENCE, MIN. 10'-0" HIGH WITH 1 COIL

OF DETAINER HOOK RAZOR RIBBON ON TOP.

612.0

C . J

EXPANSION JOINT AROUND CLEAN OUT SLAB

C . J

.C . J

C . J

.C . J

C . J

E. J.

C. J.

C. J

E. J.

C. J.

EXISTING ASPHALT WALK TO BE REMOVED

RESTORE LAWN, GRADE AND SEED

RESTORE LAWN,

GRADE AND SEED

RESTORE LAWN,

GRADE AND SEED

2NEW 6" REINFORCED

CONCRETE WALK, SEE

DETAIL 2/A5

FINISH GRADE TO TOP

OF SIDEWALK

FINISH GRADE TO TOP

OF SIDEWALK

613.00 613.00

C. J.

STEPS

613.50

CROSS SLOPE

MAX. 2.0% 7'-0"

613.50

612.50

613.67±

612.92

612.34

MIN. 6"

10"

S S

A X.

% EXISTING GATE AND FENCE TO REMAIN

EXISTING GATE AND FENCE TO REMAIN.

ROLL BACK FENCE FABRIC FOR CONSTRUCTION ACCESS

AND REINSTALL AFTER CONSTRUCTION IS COMPLETED.

STM STM STM STM STM

INSTALL NEW 6" C.O.

FOR FOUNDATION DRAIN

SEE DETAIL 7/A5

INSTALL NEW 6"

FOUNDATION DRAIN

STM STM STM STM STM STM STM STM STM

INSTALL NEW 6" FOUNDATION DRAIN

AT SAME ELEVATION AS BUINDING

FOUNDATION DRAIN

INSTALL NEW 6" C.O.

FOR FOUNDATION DRAIN

SEE DETAIL 7/A5

FIELD VERIFY

LANDING ELEVATION

612.50

E. J.

C. J. 611.75 611.75

S S

A X.

611.65

611.55

SLOPE DOWN 2.5±%

EXISTING 8'-0"± x 8'-0"±

GATE MAY BE REMOVED,

STORED AND REINSTALLED.

INSTALL SEDIMENTATION CONTROLS

ALONG FENCE LINE.

INSTALL SEDIMENTATION CONTROLS

ALONG FENCE LINE

MAINTAIN AT ALL TIMES A MIN. 36" WIDE PATH FOR EMERGENCY EXITING

CONSTRUCT TEMPORARY PLATFORM AND RAILS AS NEEDED TO PROTECT

PATH FROM EXCAVATION.

ANY EXCAVATION FOR NEW STORM PIPE UNDER THE PERIMETER FENCE

SHALL BE ACCOMPLISHED WITH HYDRO-BORING.

INSTALL TEMPORARY SHORING AT THE MANHOLE

EXCAVATION SO THAT THE EXISTING SOILS AT

THE PERIMETER FENCE ARE NOT DISTURBED.

NOTE: ANY DAMAGE CAUSE TO THE EXISTING PERIMETER FENCE DURING EXCAVATION AND OTHER CONSTRUCTION ACTIVITIES WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO REPAIR, INCLUDING

COSTS TO REPAIR.

SUBMIT A PLAN IMMEDIATELY TO THE FACILITY FOR REPAIRS F ANY DAMAGE TO THE FENCE SHOULD

OCCUR.

3'-8"

4'- 2"

9'-6

EXISTING GATE POSTS AND FOOTINGS TO REMAIN

STM

STM STM STM STM

6" PVC STORM

AT 2% SLOPE

8" PVC STORM

DRAIN AT 1.9%

E E E E E E E E E E E E E E E E E E E E E E E E E

E E

EXISTING LIGHT POLE TO REMAIN

PROTECT POLE AND CONDUIT

E. J.

REMOVE EXISTING REINFORCED CONCRETE

SIDEWALK FOR EXCAVATION AND INSTALLATION

OF NEW MANHOLE AND STORM SEWER.

BACKFILL AND COMPACT.

INSTALL NEW 6" THICK REINFORCED CONCRETE

SIDEWALK. SEE DETAILS SHEET A5.

6" FOUNDATION DRAIN

HOUSING UNIT 6 RAMP & WALK

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

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

U E R

E I S

N I

U L A M

A M

N A

A R

T O

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Y , M

A N

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A C

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ISSUED FOR BIDS 04/20/2023

HOUSING UNIT 6 - PLAN

MACOMB CORRECTIONAL

FACILITY

ADA RAMP AND RELATED

INFRASTRUCTURE IMPROVEMENTS

AND BRICK REPAIRS

FILE NO: 472/19531.MNB

FILE NO: 472/19540.MNB

ACCOUNT NO: 472MRFMaintProj

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STAIR #2

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PROJECT NO: 1928

5'-0"

5' -0

" E

N G

S T

C H

'-1

1 2"

EXISTING INTERIOR BARRIER FENCE

TO REMAIN. GUARD FENCE FROM

DAMAGE DURING CONSTRUCTION

614.0±

613.98±

614.0±

FURNISH AND INSTALL NEW

SECTION OF INTERIOR CONTROL

FENCE. SEE ELEVATION.

10'-4"±

PROTECT EXISTING FENCE

DURING CONSTRUCTION.

MAX. 2% SLOPE

EXISTING ASPHALT PAVEMENT TO REMAIN

SAWCUT A SMOOTH EDGE

NEW EXPANSION JOINT MATERIAL

AT NEW SIDEWALK

C. J.

E. J.

C. J.

E. J.

C. J.

EXPN. J.

. J

REMOVE EXISTING FROST PORCH

AND INSTALL NEW FROST PORCH

AS SHOWN.

MAXIMUM 14" DROP BETWEEN

INTERIOR FLOOR AND FROST

PORCH.

EXISTING FENCE AND

GATE TO REMAIN.

NEW 6" REINFORCED

SIDEWALK, SEE

DETAIL 2/A5

FINISH GRADE EVEN

WITH TOP OF WALK

TIE NEW FENCE FABRIC TO

EXISTING FENCE POST

LIMITS OF

CONSTRUCTION

AREA, INSTALL

SEDIMENT

CONTROLS

ALONG THIS

LINE.

LIMITS OF

CONSTRUCTION

AREA, INSTALL

SEDIMENT

CONTROLS ALONG

THIS LINE.

LIMITS OF CONSTRUCTION AREA

INSTALL SEDIMENT CONTROLS

ALONG THIS LINE

RESTORE LAWN,

GRADE AND SEED

RESTORE LAWN, GRADE AND SEED

RESTORE LAWN,

GRADE AND SEED

E. J.

C. J.

E. J.

C. J.

E. J.

614.5±

M A

614.4±

'-7 1 4

613.99±

614.5±

NOTE: ANY DAMAGE CAUSE TO THE EXISTING CONTROL FENCE DURING EXCAVATION AND OTHER

CONSTRUCTION ACTIVITIES WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO REPAIR, INCLUDING

COSTS TO REPAIR.

SUBMIT A PLAN IMMEDIATELY TO THE FACILITY FOR REPAIRS F ANY DAMAGE TO THE FENCE SHOULD

OCCUR.

M A

613.97±

STM

STMSTMSTMSTMSTMSTM

MAX. 2%

M A

4'-0"±

5'-0"±

5' -6

1 2" 1'-

'-0

EXISTING RETAINING WALL

AND RAILING TO REMAIN

REMOVE EXISTING CONCRETE

SLAB, REPAIR SUBGRADE/FILL.

POUR NEW 6" CONCRETE REINFORCED

CONCRETE SLAB.

REMOVE EXISTING TRENCH DRAIN.

INSTALL NEW TRENCH DRAIN AND CONNECT

TO EXISTING CATCH BASIN WITH 4" PVC PIPE.

REMOVE CONCRETE FLAG OR 2,

REPAIR SUBGRADE/FILL.

INSTALL NEW 6" REINFORCED

CONCRETE SLAB

MAX. 2%

EXISTING RETAINING WALL

AND RAILING TO REMAIN

EXISTING CONCRETE SIDEWALK

TO REMAIN

EXISTING CATCH BASIN TO REMAIN

INSTALL FILTER FABRIC DURING CONSTRUCTION

LIMIT TO CONSTRUCTION AREA

SEDIMENTATION FENCE

HOUSING UNIT 7 WALK

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

EXISTING DOOR AND

FRAME 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

U E R

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N I

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ISSUED FOR BIDS 04/20/2023

HOUSING UNITS 3 AND 7

PLANS

MACOMB CORRECTIONAL

FACILITY

ADA RAMP AND RELATED

INFRASTRUCTURE IMPROVEMENTS

AND BRICK REPAIRS

FILE NO: 472/19531.MNB

FILE NO: 472/19540.MNB

ACCOUNT NO: 472MRFMaintProj

HOUSING UNIT 3 WALK

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

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STAIR #3

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PROJECT NO: 1928

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,

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 EACH WAY BOT.

2" Ø GALV. STANDARD PIPE RAIL ON BRACKETS

10"

3' -0

C A

112" 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

GEOTEXTILE FABRIC

GRAVEL DRAINAGE

FILL

COMPACTED GRANULAR FILL

APPLY SEALANT AROUND PIPE IN SLEEVE, TYPICAL

2" Ø GALV. STANDARD PIPE RAIL WITH

4" SQUARE OR ROUND BALLUSTERS

AT 4 12" ON CENTER

MAX. 4" SPACE BETWEEN

BRICK AT RAILING

2' -7

3' -6

3' -8

1'-

NEW THRESHELD

SET IN BED OF SEALANT

EXPANSION JOINT MATERIAL

CONTINUOUS SEALANT EACH SIDE

SLOPE TO DRAIN

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 OR CORE DRILL HOLE

AT EACH POST LOCATION

GEOTEXTILE FABRIC

GRANULAR FILL

STONE DRAINAGE

FILL

6" FOUNDATION

DRAIN

24" SQ. CATCH

BASIN AND 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 EACH WAY TOP AND BOTTOMRIGID INSULATION BOARD

COMPACT EXISTING SOIL TO 95% DENSITY

REMOVE AND REROUTE EXISTING

FOUNDATION DRAIN AT NEW RAMP

EXISTING FOOTING

FIELD VERIFY DEPTH

MAX. 2"

MASS POUR FROST PORCH

2" STANDARD GALV. PIPE RAILING

SAWCUT EXISTING CMU AND

BRICK FOR NEW DOOR

OPENING.

REMOVE EXISTING CMU AND

REPLACE WITH NEW BRICK

MATCHING EXISTING AT

WALL EXPOSED IN RAMP

LANDING AREA.

'-0

NEW EXTERIOR LIGHT FIXTURE CENTERED OVER NEW

EXIT DOOR.

CONNECT TO EXISTING EMERGENCY POWER CIRCUIT.

SEE SHEET A5 FOR SPECIFICATION.

NEW EXIT SIGN. SEE SHEET A5 FOR SPECIFICATION.

EXISTING CONCRETE FLOOR SYSTEM

PATCH CMU WHERE NEW

CONDUIT PENETRATES BLOCK,

PATCH PAINT

CORE DRILL THROUGH FLOOR FOR NEW

CONDUIT. FIRESTOP WITH FIRESTOP SEALANT

1" POLYSTYRENE INSULATION

#4 REBAR, DRILL MIN. 6" INTO

EXISTING FLOOR AND EPOXY

GROUT IN PLACE, MIN. 4" INTO

NEW CONCRETE.

REPAINT WALL

WITH NEW DOOR

6" SAND BASE

TIE NEW FROST PORCH TO EXISTING

FOUNDATION OR FOOTING WITH #4

BARS AT 16" O.C. (FIELD VERIFY)

4" SQUARE OR ROUND BARS

AT 4 12" SPACING

1'-2"±

EXISTING CAVITY INSULATION

REPAIR OR REPLACE AS NECESSARY

AT MEMBRANE FLASHING INSTALLATION

REMOVE EXISTING BRICK FOR

FLASHING INSTALLATION. INSTALL

SALVAGED OR FACILITY SUPPLIED

BRICK FOR PATCHING

INSTALL NEW MEMBRANE

FLASHING, TUCK BEHIND EXISTING

CAVITY INSULATION, CUT OFF

FLUSH WITH EDGE OF LINTEL

2"x6"x516" GALVANIZED STEEL LINTEL.

CONTINUOUS SEALANT

SAWCUT A GROOVE

FOR NEW LINTEL

NEW BACK-TO-BACK 31

2x31

2x516 ANGLE

LINTEL.

GROUT BLOCK CORE MIN. 2 BLOCK

HIGH

BELOW LINTEL SOLID IF NOT ALREADY

GROUTED

CONTINUOUS SEALANT

NEW HOLLOW

METAL FRAME

NEW INSULATED HOLLOW

METAL DOOR

PATCH BRICK AT JAMBS, RETURN

BRICK TO BLOCK. USED SALVAGED

OR FACILITY SUPPLIED BRICK.

NEW WEEP HOLES IN MORTAR JOINT

AT 24" O.C. MAX.

REPLACE CMU

CUT AND REMOVE EXISTING CAVITY

INSULATION FOR NEW DOOR OPENING

REPAINT WALL

NEW STAINLESS STEEL FLASHING WITH

LIP.

BETWEEN 8" AND 12"

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

4A4

SET THRESHOLD IN

CONTINUOUS BED OF

SEALANT

EXISTING FINNED TUBE RADIATION

NEW EXIT SIGN, CONNECT TO EXISTING

EMERGENCY CIRCUIT FOR POWER

DOOR EXIT

ALARM

3'-0"

REPAINT

WALL

PANIC DEVICE

CORE DRILL CONCRETE SLAB FOR NEW

4" CONDUITS. FIRE STOP

BETWEEN

8" AND 12"

SAWCUT AND REMOVE EXISTING BRICK AND CONCRETE

MASONRY FOR NEW DOOR AND FRAME. REUSE EXISTING

BRICK OR MATCHING NEW BRICK TO PATCH OPENING AND

REFACE EXPOSED WALL AREA. TOOTH NEW BRICK INTO

EXISTING.

NEW HOLLOW METAL FRAME

GROUT FRAME SOLID

NEW INSULATED HOLLOW

METAL DOOR 3'-0" x 7'-0"

CONTINUOUS SEALANT

EXISTING CONCRETE MASONRY WALLS

EXISTING

BRICK TO

REMAIN

RECESSED VANDEL-RESISTANT

TORX HEAD WITH CENTER PIN SCREWS

3'-0"

PAINT WALL WITH NEW DOOR

EXPANSION JOINT MATERIAL, CONTINUOUS SEALANT

NEW RETAINING WALL, WHERE OCCURS

REMOVE BLOCKS AT NEW OPENING

AND REPLACE NEW BULLNOSE UNITS.

DOOR HEAD DETAIL

SCALE: 3" = 1'-0"A4

4DOOR JAMB DETAIL

SCALE: 3" = 1'-0"A4

DOOR HEAD DETAIL

SCALE: 1/2" = 1'-0"A1 & A2

LOWER LANDING/WALL SECTION

SCALE: 3/4" = 1'-0"A1 & A2

3 TALL RAMP WALL SECTION

SCALE: 3/4" = 1'-0"A2

2 SHORT RAMP WALL SECTION

SCALE: 3/4" = 1'-0"A1 & A2

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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ISSUED FOR BIDS 04/20/2023

DOOR AND RAMP SECTIONS

AND DETAILS

MACOMB CORRECTIONAL

FACILITY

ADA RAMP AND RELATED

INFRASTRUCTURE IMPROVEMENTS

AND BRICK REPAIRS

FILE NO: 472/19531.MNB

FILE NO: 472/19540.MNB

ACCOUNT NO: 472MRFMaintProj

AutoCAD SHX Text

PROJECT NO: 1928

File details come from the government source that posted it. Updated Apr 3, 2024.