472_19534_SDW Drawings.pdf

PDF 4 MB Posted May 9, 2023

Attached to: 472/19534. SDW; St Louis CF - ADA Egress Infrastructure
Solicitation number: RFQ - 171 - 230000000419
Issued by: Gratiot County, Michigan

About this file

Written by GovTribe AI · Apr 3, 2024

This document contains drawings and details for the St. Louis Correctional Facility ADA Egress Infrastructure project, a construction project managed by the Michigan Department of Technology, Management, and Budget and the Department of Corrections. The project involves constructing new concrete walks, repairing frost porches, and implementing sedimentation control measures at various buildings within the St. Louis Correctional Facility located in Gratiot County, Michigan. The drawings provide detailed plans and specifications for the work, including quantities, construction methods, and site logistics. The bid due date is April 18, 2023, and the contract will be awarded shortly after. The project is expected to last approximately 1-2 years.

The pricing for the project will be based on the contractor's bid, which should include all labor, materials, and equipment required to complete the work. There are no set-asides or incumbent contractors mentioned. The project is funded through state sources, but the specific funding amounts are not provided. Contractors will be required to follow all state and local requirements for erosion control, dust mitigation, and restoration of disturbed areas.

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File	Type	Posted
Add 1 472-19543.SDW.pdf	PDF	May 9, 2023
472_19534_SDW Specifications.pdf	PDF	May 9, 2023
Advertisment 472-19534.SDW - 2023.pdf	PDF	May 9, 2023
CAJ-1037 MDOC LEIN Request.pdf	PDF	May 9, 2023

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HOUSING UNIT 1

HOUSING UNIT 2

HOUSING UNIT 3

HOUSING UNIT 4

HOUSING UNIT 5

HOUSING UNIT 6

HOUSING UNIT 7

FOOD SERVICE/

HEALTH CARE

ADMIN BLDG

SCHOOL

MAINTENANCE

BUSINESS

ST. LOUIS

PINE RIVER

ST. LOUIS

CORRECTIONAL

FACILITY

M A

E E T

WASHINGTON C

O S

W E

MONROE

ALMA

BUSINESS

SITE PLAN

SCALE: 1" = 100'

DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

DEPARTMENT OF CORRECTIONS

ST. LOUIS CORRECTIONAL FACILITY - ADA EGRESS INFRASTRUCTURE

FILE NUMBER: 472/19534.SDW

TEMPLATE NUMBER: 472SLFMaintProj

SHEET INDEX:

C0 COVERSHEET

C1 DETAILS & PLANS - HOUSING UNITS 1-7

C2 PARTIAL PLANS - NEW WALKS AT HOUSING UNITS 1, 2 AND 7

SEDIMENTATION CONTROL DETAILS

C3 DETAILS & PLANS - EDUCATIONAL BUILDING

C4 DETAILS & PLANS - FOOD AND SERVICE/ HEALTH CARE BUILDING

C5 PLAN - MAINTENANCE BUILDING

C6 DETAILS & PLANS - CARPORT

C7 CARPORT DETAILS

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

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P . L

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H , R

A , D

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A D

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O N

U C

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ISSUED FOR BIDS 04/18/23

COVERSHEET

ST. LOUIS CORRECTIONAL

FACILITY

ADA EGRESS

INFRASTRUCTURE

FILE: 472/19534.SDW

ACCT: 472SLFMaintProj

2C1 SIM

C1 SIM

LOCATION MAP

NO SCALE

NOTES:

1. THE CONTRACTOR IS TO EMPLOY GROUND PENETRATING RADAR (GPR) IN ALL AREAS OF EXCAVATION

AND MARK EXISTING UTILITIES.

2. EXCAVATION, DEEPER THAN 6 INCHES, WITHIN 6 FEET EACH DIRECTION OF EXISTING UTILITIES, IS TO BE

DONE WITH HYDRO-EXCAVATION METHODS.

3. INSTALL PLANT PROTECTIONS AROUND EXISTING EXISTING TREES AND SHRUBS.

4. INSTALL SOIL AND SEDIMENTATION FENCE AROUND EACH AREA OF EXCAVATION AND FILTER MATERIAL

IN CATCH BASINS WITHIN 100 FEET OF EACH EXCAVATION.

5. ALL DISTURBED AREAS OF LAWN ARE TO BE RESTORED AFTER SIDEWALKS ARE COMPLETED WITHIN

EACH AREA.

6. EXISTING FIRE EXITS ARE TO BE AVAILABLE FOR EMERGENCY USE AT ALL TIMES DURING CONSTRUCTION.

AutoCAD SHX Text

8585 N. CROSWELL ROAD ST. LOUIS, MI 48880

EXISTING FROST PORCH TO REMAIN

REMOVE EXISTING CONCRETE FLAGS

ADJUST BASE COURSE AS NEEDED

POUR NEW 6" THICK REINFORCED CONCRETE SLABS

EXPANSION JOINT AROUND FROST PORCH

AND BETWEEN CONCRETE FLAGS

EXISTING FROST PORCH TO REMAIN

10'-0"±10'-0"±10'-0"±10'-0"±7'-0"±

3'-10"±

'-0

7'-

C C1

NOTE: PROVIDE A

STEEL PLATE OVER

PAD DURING EXCAVATION

AND AFTER CONCRETE

POUR TO MAINTAIN

BUILDING ACCESS.

EXISTING PAVEMENT

TO REMAIN

EXISTING CONCRETE WALK

TO REMAIN

HU4 AND HU6 HAVE A

GROUND EDGE,

FOLLOW DETAIL AA/C1.

EXISTING FROST PORCH TO REMAIN

'-0

7'- 0"

3'-

10'-0"±

7'-0"±

REMOVE EXISTING CONCRETE FLAGS

ADJUST BASE COURSE AS NEEDED

POUR NEW 6" THICK REINFORCED CONCRETE SLABS

EXPANSION JOINT AROUND FROST PORCH

AND BETWEEN CONCRETE FLAGS

C1 A

NOTE: PROVIDE A

STEEL PLATE OVER

PAD DURING EXCAVATION

AND AFTER CONCRETE

POUR TO MAINTAIN

BUILDING ACCESS.

EXISTING CONCRETE WALK

TO REMAIN

EXISTING PAVEMENT

TO REMAIN

HU1 AND HU7 HAVE A GROUND

EDGE. FOLLOW DETAIL AA/C1.

#3 DOWELS @ 18" OC,

6" INTO EXISTING CONCRETE AND

12" INTO NEW 6" CONCRETE SLAB

EXISTING FOREST PORCH

SEALANT

MIN 6" COMPACTED BASE

COMPACTED TO 95%

GRADE 11 SAND

EPOXY ADHESIVE

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

2"EXPANSION JOINT MATERIAL 1

2" EXPANSION JOINT MATERIAL

SEALANT

#3 DOWELS @ 18" OC,

12" INTO EACH SLAB

MIN 6" GRANULAR BASE

COMPACTED TO 95%

6X6 W2.1 X W2.1 WWF

EXPANSION JOINT MATERIAL

SEALANT

EXISTING CONCRETE

SIDEWALK TO REMAIN

6X6 W2.1 X W2.1 WWF

MIN 4" GRANULAR BASE

COMPACTED TO 95%

#3 DOWEL @ 18" O.C.

12" INTO CONCRETE

MIN. 6" INTO EXISTING CONDITION

EPOXY GROWL

#3 DOWELS @ 18" OC,

6" INTO EXISTING CONCRETE,

THRU INFILL, AND 12" INTO NEW 6"

CONCRETE SLAB

EXISTING FOREST PORCH

SEALANT

EPOXY ADHESIVE

DOWEL INTO CONCRETE

2" EXPANSION JOINT

MATERIAL

4"±

SAWCUT EXISTING SLAB TO

REMOVE BEVELED EDGE.

APPLY BONDING AGENT AND

POUR INFILL.

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 04/18/23

DETAILS & PLANS-

HOUSING UNITS 1-7

ST. LOUIS CORRECTIONAL

FACILITY

ADA EGRESS

INFRASTRUCTURE

FILE: 472/19534.SDW

ACCT: 472SLFMaintProj

HOUSING UNITS 1, 3, 5, AND 7 ENTRY PLAN

SCALE: 1/8" = 1'-0"

HOUSING UNITS 2, 4, AND 6 ENTRY PLAN

SCALE: 1/8" = 1'-0"

TYPICAL FROST PORCH DETAIL

SCALE: 1" = 1'-0"

TYPICAL EXPANSION JOINT DETAIL

SCALE: 1" = 1'-0"

TYPICAL NEW/ EXISTING WALK DETAIL

SCALE: 1" = 1'-0"C1

A C1

B C1

FROST PORCH REPAIR DETAIL

SCALE: 1" = 1'-0"C1

732.16 732.87 732.48 732.17

732.22

732.46732.78

733.79

733.75

734.17 733.92

732.28

732.61

732.60731.87

732.24

732.56

733.48 733.53

733.89

732.31

732.21

732.17

732.26

732.76

734.28

734.12

733.67

733.23

733.38

733.76

733.83

734.06

734.00

733.14

734.02

733.93

733.51

733.41

734.04

733.98

733.93 734.12

734.15 733.90

733.44

733.93

733.82

733.80

733.84

734.36

734.37

734.26

734.29 734.37

734.38

734.37

733.06

733.20

733.09

734.48

733.73

733.66

733.35 733.27

733.15

733.18

733.19

733.85

22'-21 2"±22'-21

2"±

5'-0"

4' -1

20'-7"±

R20'-0"

'-7

36'-4"

R37'-6"

5'- 0"

R10'-0"

SILT FENCE

INLET

PROTECTION

SILT FENCE

CJ = CONTROL JOINT SEE DETAIL D/ C2

EJ = EXPANSION JOINT SEE DETAIL B/ C1

NOTES:

THE CONTRACT WILL BE RESPONSIBLE

FOR LOCATING EXISTING PRIVATE

UTILITIES PRIOR TO EXCAVATING.

BACKFILL SOIL APPROXIMATELY 12" TO 3 4"

HIGHER THAN CONCRETE AT

SIDEWALKS.

- OR -

COMPACT SOIL TO 90% COMPACTION

AND FINISH LEVEL TO TOP OF CONCRETE

AT SIDEWALKS.

C.J. TYPICAL

E.J. TYPICAL

C1 A

E.J.

REPAIR LAWN

NEW WALK 5'-0" 5'-9"±

6' -0

-0

5' -0

SILT FENCE

NEW CURB

NEW SIDEWALK

NEW SLOPED WALK

C3 E

6" CURB

NEW FROST PORCH

MAX. 6'-10" O.C.

1' -0

" 6"

ANCHOR TRENCH

FENCE POSTS DRIVEN

INTO GROUND 1' MIN.

ROLL JOINT

SILT FENCE B

SILT FENCE B FABRIC TO BE WRAPPED

AROUND FENCE POST

GEOTEXTILE FILTER FABRIC

FASTENED ON UPHILL SIDE,

TOWARDS EARTH DISRUPTION

RIDGE OF COMPACTED

EARTH ON UPHILL SIDE

OF FILTER FABRIC.

SHEET FLOW

6"x6" ANCHOR TRENCT

UNDISTURBED

VEGETATION.

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 EROSION CONTROL - SILT FENCE

SOIL EROSION AND SEDIMENTATION CONTROL - GENERAL NOTES

1. ALL EROSION AND SEDIMENT CONTROL WORK SHALL CONFORM TO THE STANDARDS AND

SPECIFICATIONS OF THE STATE OF MICHIGAN. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL

PERMITS AND FOR ALL APPLICABLE FEES.

2. CONTRACTOR IS RESPONSIBLE FOR PROVIDING A STORM WATER OPERATOR CERTIFIED BY THE

STATE OF MICHIGAN.

3. ALL SOIL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED PRIOR TO

COMMENCEMENT OF ANY EXCAVATION OPERATIONS.

4. DAILY INSPECTIONS SHALL BE MADE BY THE CONTRACTOR'S STORM WATER OPERATOR TO

DETERMINE THE EFFECTIVENESS OF EROSION AND SEDIMENT CONTROL MEASURES. ANY

NECESSARY REPAIRS SHALL BE PERFORMED WITHOUT DELAY.

5. ANY EROSION AND SEDIMENTATION FROM WORK ON THIS SITE SHALL BE CONTAINED ON THE SITE

AND NOT ALLOWED TO COLLECT IN ANY OFF-SITE AREAS OR IN WATERWAYS. WATERWAYS

INCLUDE BOTH NATURAL AND MAN-MADE OPEN DITCHES, STREAMS, STORM DRAINS, LAKES OR

PONDS.

6. EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO, OR AS THE FIRST

STEP IN CONSTRUCTION. SEDIMENT CONTROL PRACTICES WILL BE APPLIED AS A PERIMETER

AGAINST ANY TRANSPORTING OF SILT OFF THE SITE.

7. CONTRACTOR SHALL APPLY TEMPORARY EROSION AND SEDIMENTATION CONTROL MEASURES AS

REQUIRED AND AS DIRECTED ON THESE PLANS.

8. CONTRACTOR SHALL MAINTAIN CLEAN STREET SURFACES STREET SWEEPING SHALL TAKE PLACE

AT THE END OF EACH DAY AT A MINIMUM. CONTRACTOR SHALL TAKE ALL NECESSARY

PRECAUTIONS TO PREVENT THE VEHICULAR TRACKING OF SOILS OFF-SITE AND ONTO PUBLIC

STREETS AND ROADS, INCLUDING INSTALLATION OF STABILIZED CONSTRUCTION ACCESS POINTS IF

REQUIRED BY THE ENGINEER OR THE STATE OF MICHIGAN.

9. PERMANENT SOIL EROSION CONTROL MEASURES FOR ALL SLOPES, CHANNELS, DITCHES OR ANY DISTURBED LAND AREA SHALL BE COMPLETED WITHIN 5 CALENDAR DAYS AFTER FINAL GRADING

OR THE FINAL EARTH CHANGES HAVE HAVE BEEN COMPLETED. WHEN IT IS NOT POSSIBLE TO

PERMANENTLY STABILIZE A DISTURBED AREA AFTER AN EARTH CHANGE HAS BEEN COMPLETED OR

WHERE SIGNIFICANT EARTH CHANGE ACTIVITY CEASES, TEMPORARY SOIL EROSION CONTROL

MEASURES SHALL BE IMPLEMENTED WITHIN 30 CALENDAR DAYS. ALL TEMPORARY SOIL EROSION

CONTROL MEASURES SHALL BE MAINTAINED UNTIL PERMANENT SOIL EROSION CONTROL

MEASURES ARE IMPLEMENTED. ALL PERMANENT SOIL EROSION CONTROL MEASURES WILL BE

IMPLEMENTED AND ESTABLISHED BEFORE A CERTIFICATE OF COMPLIANCE IS ISSUED.

10. DEMOLITION PLAN IS ENGINEERED IN ACCORDANCE WITH STATE AND LOCAL REQUIREMENTS.

ACCEPTANCE OF PLAN BY PERMITTING AUTHORITIES DOES NOT ENSURE THAT ADDITIONAL EROSION CONTROL MEASURES WILL NOT BE REQUIRED. CONTRACTOR IS RESPONSIBLE FOR PROVIDING AND INSTALLING ALL EROSION CONTROL MEASURES AS REQUIRED BY STATE AND LOCAL AUTHORITIES

THROUGH PROJECT COMPLETION.

11. AFTER PROJECT COMPLETION, THE FACILITY IS RESPONSIBLE FOR MAINTAINING PERMANENT

EROSION CONTROL MEASURES.

12. THE CONTRACTOR SHALL HAVE AVAILABLE ON SITE A WATER TRUCK OR OTHER READY SUPPLY OF

WATER TO CONTROL AND/OR PREVENT THE PRODUCTION OF DUST ARISING FROM THE

CONTRACTOR'S CONSTRUCTION OPERATIONS AND SHALL PERFORM ALL REQUIRED MEASURES TO

PREVENT THE WINDBORNE TRANSPORT OF DUST TO OFF-SITE AREAS.

COMPACTED BASE

CLASS 11 SAND

COMPACTED SUBGRADE

6X6 W2.1 X W2.1 WWF

WELDED WIRE FRAME

CONCRETE WALK WITH MEDIUM TO

HEAVY BROOM FINISH

PERPENDICULAR TO DIRECTION OF

TRAVEL HAND TOOLED CONTROL JOINT 14

DEPTH OF SLAB @ MAX. 5'-0" O.C.

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

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RELEASED FOR BIDS 04/18/23

NEW WALKS

HOUSING UNITS 1, 2 AND 7

SEDIMENT CONTROL DETAILS

ST. LOUIS CORRECTIONAL

FACILITY

ADA EGRESS

INFRASTRUCTURE

FILE: 472/19534.SDW

ACCT: 472SLFMaintProj

AutoCAD SHX Text

GARDEN

AutoCAD SHX Text

ASPHALT WALK

AutoCAD SHX Text

ELECTRIC MH RIM ELEV=733.24'

AutoCAD SHX Text

TELEPHONE MH RIM ELEV=733.50'

AutoCAD SHX Text

STORM MH RIM ELEV=733.36'

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

CONCRETE PAD FOR ELECTRICAL TRANSFORMER

AutoCAD SHX Text

SANITARY MH RIM ELEV=733.19'

AutoCAD SHX Text

CB RIM ELEV=732.95

AutoCAD SHX Text

CONCRETE PAD FOR FAUCET

AutoCAD SHX Text

CONCRETE PAD FOR FAUCET

AutoCAD SHX Text

FLOOR ELEV.= 732.30'

AutoCAD SHX Text

CONCRETE PAD

AutoCAD SHX Text

CONCRETE PAD

AutoCAD SHX Text

CONCRETE PAD AND FENCE GATE

AutoCAD SHX Text

UNIT 1

AutoCAD SHX Text

UNIT 2

AutoCAD SHX Text

FLOOR ELEV.= 732.36'

AutoCAD SHX Text

FLOOR ELEV.= 734.67'

AutoCAD SHX Text

SLOPE 1:30

AutoCAD SHX Text

SLOPE 1:30

AutoCAD SHX Text 733.17

AutoCAD SHX Text 733.25

AutoCAD SHX Text 733.17

AutoCAD SHX Text 733.25

AutoCAD SHX Text 733.83

AutoCAD SHX Text

SLOPE 1:80

AutoCAD SHX Text

SLOPE 1:50

AutoCAD SHX Text

SLOPE 1:80

AutoCAD SHX Text

SLOPE 1:70

AutoCAD SHX Text

REPAIR LAWN

AutoCAD SHX Text

REPAIR LAWN

AutoCAD SHX Text

REPAIR LAWN

AutoCAD SHX Text

REPAIR LAWN

AutoCAD SHX Text

FLOOR ELEV.=732.35'

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GATE

AutoCAD SHX Text

FENCE

AutoCAD SHX Text 732.33

AutoCAD SHX Text 732.10

AutoCAD SHX Text 731.87

AutoCAD SHX Text

SLOPE 1:26

AutoCAD SHX Text

SLOPE 1:48

AutoCAD SHX Text 732.05

AutoCAD SHX Text 732.33

AutoCAD SHX Text 732.10

AutoCAD SHX Text 733.76

AutoCAD SHX Text 733.79

AutoCAD SHX Text 733.60

AutoCAD SHX Text 732.56

AutoCAD SHX Text 731.87

AutoCAD SHX Text 731.78

AutoCAD SHX Text 731.75

AutoCAD SHX Text 731.91

AutoCAD SHX Text 732.30

AutoCAD SHX Text 732.18

AutoCAD SHX Text 732.15

AutoCAD SHX Text 732.31

AutoCAD SHX Text 732.16

AutoCAD SHX Text 731.81

AutoCAD SHX Text 731.78

AutoCAD SHX Text 731.57

AutoCAD SHX Text 731.80

AutoCAD SHX Text 731.71

AutoCAD SHX Text 732.21

AutoCAD SHX Text 732.24

AutoCAD SHX Text 733.04

AutoCAD SHX Text 732.95

AutoCAD SHX Text 733.02

AutoCAD SHX Text 733.11

AutoCAD SHX Text 733.69

AutoCAD SHX Text 733'

AutoCAD SHX Text 732'

AutoCAD SHX Text 733'

AutoCAD SHX Text E.J.

AutoCAD SHX Text C.J.

AutoCAD SHX Text E.J.

AutoCAD SHX Text

NOTE: PROVIDE STEEL PLATE AT DOOR AFTER CONCRETE POUR TO PERMIT EXITTING

AutoCAD SHX Text

REMOVE EXISTING CONCRETE WALK AND FROST PORCH.

AutoCAD SHX Text

REPAIR LAWN

AutoCAD SHX Text

REPAIR LAWN

AutoCAD SHX Text

PARTIAL SITE PLAN

AutoCAD SHX Text

SCALE: 1" = 20'

AutoCAD SHX Text

PARTIAL SITE PLAN

AutoCAD SHX Text

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

AutoCAD SHX Text

8585 N. CROSWELL ROAD ST. LOUIS, MI 48880

AutoCAD SHX Text

HOUSING UNIT 7

AutoCAD SHX Text

HOUSING UNIT 1

AutoCAD SHX Text

HOUSING UNIT 2

AutoCAD SHX Text C0

AutoCAD SHX Text

AutoCAD SHX Text C0

AutoCAD SHX Text

TYPICAL CONTROL JOINT

AutoCAD SHX Text

SCALE: 1" = 1'0"

AutoCAD SHX Text C2

AutoCAD SHX Text D

AutoCAD SHX Text

TYP. EROSION CONTROL DETS.

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text C2

5' -0

-0

5'-0"±

1'-6"±

5'-0"±

3'-0"±

5' -0

'-0

5' -0

-0

'-0

-0

3'-0"±

EXISTING FROST PORCH TO REMAIN

REMOVE EXISTING CONCRETE FLAGS

REPAIR BASE AS NEEDED

POUR NEW REINFORCED CONCRETE WALK

REMOVE EXISTING CONCRETE FLAGS

REPAIR BASE AS NEEDED

POUR NEW REINFORCED CONCRETE WALK

NOTE: AT EACH FROST PORCH LOCATION MAINTAIN

EXITTING. IF REQUIRED, PROVIDE A STEEL PLATE

COVER OVER FRESH CONCRETE

EXISTING FROST PORCH TO REMAIN

24'-0"±

7'-

-0

REMOVE EXISTING CONCRETE FLAGS

REPAIR BASE AS NEEDED

POUR NEW REINFORCED CONCRETE WALK

8'-0"±

5' -0

REMOVE EXISTING CONCRETE FLAGS

REPAIR BASE AS NEEDED

POUR NEW REINFORCED CONCRETE WALK

EXISTING FROST PORCH TO REMAIN

NOTE: AT EACH FROST PORCH LOCATION MAINTAIN

EXITTING. IF REQUIRED, PROVIDE A STEEL PLATE

COVER OVER FRESH CONCRETE

EDUCATION BUILDING

8'-0"

'-0

R5'-0"

C 1B

C 1C

EXPANSION JOINT MATERIAL

BETWEEN ASPHALT AND CONCRETE

C 1B

CONTROL JOINTS

EXPANSION JOINT

EXPANSION

JOINT

EXISTING ASPHALT PAVEMENT

EXPANSION JOINT MATERIAL

MIN 4" GRANULAR BASE

COMPACTED TO 95%

SEALANT6X6 W2.1 X W2.1 WWF

EXISTING BUILDING WALL

EXISTING BUILDING FOUNDATION

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

CONCRETE CURB

COMPACTED SUBGRADE

COMPACTED BASE

GRADE II SAND

COMPACTED BASE

GRADE II SAND

2" STYROFOAM

COMPACTED SUBGRADE

EXISTING ASPHALT

#4 TOP AND BOTTOM

EXPN JOINT

1/2"EXPANSION JOINT MATERIAL

EXISTING FOUNDATION WALL

EXISTING FOOTING

R 1 2

1'-

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

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RELEASED FOR BIDS 04/18/23

DETAILS & PLANS-

EDUCATIONAL BUILDING

ST. LOUIS CORRECTIONAL

FACILITY

ADA EGRESS

INFRASTRUCTURE

FILE: 472/19534.SDW

ACCT: 472SLFMaintProj

SIDEWALK / BUILDING DETAIL

SCALE: 1" = 1'-0"C3

FEDUCATION BUILDING PLAN

SCALE: 1/8" = 1'-0"CO

FROST PORCH / WALK/ CURB DETAIL

SCALE: 1" = 1'-0"C2

8'-0"±18'-0"±

4' -0

5' -0

'-0

5' -0

'-8

2' -0

1'- 4"

6'-8"± 6'-0"±

5'-0"±

'-0

EXISTING FROST PORCH TO REMAIN

REMOVE EXISTING CONCRETE FLAG

REPAIR BASE AS NEEDED

POUR NEW REINFORCED CONCRETE WALK

EXISTING FROST PORCH TO REMAIN

REMOVE EXISTING CONCRETE FLAGS

REPAIR BASE AS NEEDED

POUR NEW REINFORCED CONCRETE WALK

EXISTING FROST PORCH TO REMAIN

REMOVE EXISTING CONCRETE FLAGS

REPAIR BASE AS NEEDED

POUR NEW REINFORCED CONCRETE WALK

2'-0"

2' -0

SAWCUT AND REMOVE CONCRETE

AROUND EXISTING HOLE IN PAVEMENT

REPAIR BASE COURSE AS NEEDED

POUR NEW 6"± CONCRETE PATCH

TO MATCH EXISTING

INSTALL 2 DOWELS ON THE NORTH

AND SOUTH SIDES TO TIE NEW

CONCRETE TO EXISTING

ASPHALT

DRIVE

FOOD

SEVICE

HEALTH

CARE

NOTE: PROVIDE STEEL PLATE COVER OVER

EXCAVATION AND CONCRETE POUR TO MAINTAIN

EXITTING.

EXISTING WALK TO REMAIN

NOTE: MAINTAIN ACCESS TO FROST PORCH. IF

REQUIRED, PROVIDE STEEL PLATE COVER OVER

EXCAVATION AND CONCRETE POUR TO MAINTAIN

ACCESS.

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

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A R

T O

C H

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Y , M

A N

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B U

D G

O F

A N

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P . L

A C

H , R

A , D

A C

A D

O N

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D C

O N

U C

N D

RELEASED FOR BIDS 04/18/23

DETAILS & PLANS- FOOD

SERVICE / HEALTH CARE

BUILDING

ST. LOUIS CORRECTIONAL

FACILITY

ADA EGRESS

INFRASTRUCTURE

FILE: 472/19534.SDW

ACCT: 472SLFMaintProj

FOOD SERVICE / HEALTH CARE BUILDING PLAN

SCALE: 1/8" = 1'-0"CO

EXISTING FROST PORCH TO REMAIN

LAWN

EXISTING FROST PORCH TO REMAIN

5' -0

'-0

5'-0"

A C

REMOVE EXISTING CONCRETE FLAGS

REPAIR BASE AS NEEDED

POUR NEW REINFORCED CONCRETE WALK EXPANSION JOINT AROUND FROST PORCH

AND BETWEEN CONCRETE FLAGS

EXPANSION JOINT AROUND FROST PORCH

AND BETWEEN CONCRETE FLAGS

EXPANSION JOINT AROUND FROST PORCH

AND BETWEEN CONCRETE FLAGS

EXPANSION JOINT AROUND FROST PORCH

AND BETWEEN CONCRETE FLAGS

ASPHALT ROAD

INLET PROTECTION

MAINTENANCE

BUILDING

C 1A

6' O" ±

C C3

NOTE: MAINTAIN EXITTING FROM FROST PORCH. IF

REQUIRED, PROVIDE STEEL PLATE COVER OVER

CONCRETE POUR.

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

A D

A M

P . L

A C

H , R

A , D

A C

A D

O N

A N

D C

O N

U C

N D

RELEASED FOR BIDS 04/18/23

PLAN - MAINTENANCE

BUILDING

ST. LOUIS CORRECTIONAL

FACILITY

ADA EGRESS

INFRASTRUCTURE

FILE: 472/19534.SDW

ACCT: 472SLFMaintProj

MAINTENANCE BUILDING

SCALE: 1/8" = 1'-0"CO

24'-0"±

'-0

ASPHALT

DRIVE

EXISTING CARPORT

CARPORT PAD

CONCRETE WALK

ASPHALT PARKING LOT

NEW CARPORT STRUCTURE

EXISTING CARPORT STRUCTURE

SILT FENCE

TREE PROTECTION

REMOVE 3 SECTIONS OF

POSTS AND CHAIN FOR

NEW CARPORT. TURN

OVER TO FACILITY.

6X6 W2.1 X W2.1 WWF

CRUSHED STONE BASE

COMPACTED TO 95%

SEALANT

EXPANSION JOINT MATERIAL

. 8

EXISTING CONCRETE PARKING PAD AND CURB NEW CONCRETE PARKING PAD AND CURB

FINISHED GRADE

2" RADIUS

6x6 W2.9xW2.9 WWF

SEALANT

#3 DOWELS @ 12" OC,

12" INTO EACH SLAB

EXPANSION JOINT MATERIAL

RESTORE LAWN AND

SOILS

CRUSHED STONE BASE

SEALANT

#3 DOWELS @ 12" OC,

12" INTO EACH SLAB

ASPHALT

EXISTING GRANULAR BASE TO

REMAIN

EXPANSION JOINT MATERIAL

CRUSHED STONE BASE

COMPACTED

'-0

1'-

22'-0"1'-0" 14'-0" 1'-0"

REMOVE

EXISTING

PURLIN

EXISTING EAVE BEAM TO

REMAIN

REMOVE EXISTING

METAL ROOFING

REMOVE EXISTING HIP EXTENSION

ST 6x4x3

16 EAVE BEAM

ST 6x4x3

16 PURLIN

ST 6x4x3

16 PURLIN

ST 6x4x3

16 EAVE BEAM

ST 7x5x3

16 RIDGE BEAM

5x 3 16

ST 7x5x 3

16 HIP BEAM

S T x4 x3

P U

S T x4 x3

E A

V E B

E A

ST 8x6x3

16 COLUMN

ST 4x4x3

16 HIP BEAM EXTENSION

SEXISTING 6x4 GALV. ST. TUBES

EXISTING 7x5 GALV. ST. TUBE

EXISTING 8x6 GALV. ST. TUBE COLUMN

EXISTING 4x4 GALV. ST. TUBE

REMOVE EXISTING METAL ROOFING & INSTALL NEW METAL ROOFING

1'-0"±22'-0"±

14'-0" 1'-0"

7'-

24'-0"± 14'-0"

6±

EXISTING CONCRETE PARKING PAD

NEW CONCRETE PARKING PAD

MIN. 6" THICK WITH 6x6 W2.9xW2.9

WWF

MIN. 8" CRUSHED STONE BASE

11'-0"

L 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

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

A D

A M

P . L

A C

H , R

A , D

A C

A D

O N

A N

D C

O N

U C

N D

RELEASED FOR BIDS 04/18/23

DETAILS & PLANS- CAR PORT

ST. LOUIS CORRECTIONAL

FACILITY

ADA EGRESS

INFRASTRUCTURE

FILE: 472/19534.SDW

ACCT: 472SLFMaintProj

DETAILS & PLANS MAINTANCE BUILDING

SCALE: 1/8" = 1'-0"

CONCRETE EDGE DETAIL

SCALE: 3/4" =1'-0C6

JCONCRETE / ASPHALT DETAIL

SCALE: 3/4" =1'-0C6

NEW CAR PORT / EXISTING CAR PORT DETAIL

SCALE: 3/4" =1'-0C6

ROOF STRUCUTRE OLD-NEW ELEVATION

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

ROOF STRUCTURE OLD-NEW PLAN

SCALE: 1/4" = 1'-0"C6

1'-

1 2" ±2"

CONCRETE PAVING/CURB

MIN. 3 16" BASE/CLOSURE GALV. ST. PLATE

CONTINUOUS WELD TO COLUMN

MIN. 3 16" GALV. ST. FLANGE

WELD TO BASE PLATE

(4) 3 4"Ø ANCHOR BOLTS

ST 8x6x3

16" GALV. STEEL COLUMN

GROUT SOLID

MIN. 14"Ø WEEP AT BASE

TYP. EACH 8" FACE OF COLUMN

MIN. 3 16" GALV. ST.

CLOSURE PLATE

ST 4x4x3

16" GALV.

HIP BEAM EXTENSION

METAL SHEET METAL

TRIM EDGE

MATCH EXISTING

112" 4"

WELD ALL

AROUND

WELD ALL AROUND

MIN. 3 16" GALV. ST. CLOSURE PLATE

WITH SLOTS FOR ATTACHMENT

ST 7x5x3

16 GALV. STEEL

HIP BEAM

MIN. 3 16" GALV. ST. FLANGE

NEW STRUCTURAL STEEL ROOFING

TO MATCH EXISTING PANELS

ATTACH TO HIP BEAM, EAVE BEAM,

PURLIN AND RIDGE BEAM WITH

EXPOSED FASTENERS

COLUMN

ST 6x4x3

16 GALV. STEEL

EAVE BEAM

MIN. 3 16" GALV. STEEL

FLANGE, WELD TO

CLOSURE PLATE

SLOTS FOR FLANGE

MIN. 3 16" GALV. ST. CLOSURE

PLATE, WELD TO END OF BEAM

COLUMN

HIP BEAM

1 1 2 "

MIN. (5) #10 TEK SCREWS

MIN. 3 16" GALV. ST. CLOSURE PLATE

EXTENDED FOR ONE SIDE FOR FASTENERS

TYPICAL EACH END

ST 6x4x3

16 GALV. STEEL PURLIN

4'-0"

6" 13 4

HIP BEAM

MIN. 3 16" CONCEALED MOUNTING

FLANGE

MIN. 3 16" CLOSURE PLATE WITH

SLOTS FOR MOUNTING FLANGES

WELD PLATE TO HIP BEAM

MIN. 3 16" GALV. STEEL PLATES

WELD TOGETHER TO CREATE

A COMPRESSION BLOCK

MIN. 3 16" GALV. STEEL CLOSURE

PLATE - TOP AND BOTTOM

MIN. 3 16" CONCEALED

MOUNTING FLANGE

ST 6x4x3

16 GALV. STEEL

RIDGE BEAM

1 2

MIN. 3 16" GALV. STEEL

CLOSURE PLATE, WELD

TO END OF RIDGE BEAM,

EXTEND FOR FASTENERS

MIN. (5) #10 TEK SCREWS

EXISTING 7x5 GALV. STEEL

HIP BEAMS TO REMAIN

EXISTING 6x6 GALV. STEEL

COMPRESSION BLOCK 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

A D

A M

P . L

A C

H , R

A , D

A C

A D

O N

A N

D C

O N

U C

N D

RELEASE FOR BIDS 04/18/23

CARPORT DETAILS

ST. LOUIS CORRECTIONAL

FACILITY

ADA EGRESS

INFRASTRUCTURE

FILE: 472/19534.SDW

ACCT: 472SLFMaintProj

RIDGE BEAM DETAIL

SCALE: NAC6

M NEW RIDGE DETAIL

SCALE: NAC6

COL. / EAVE BEAM DETAIL

SCALE: NAC6

RPURLIN DETAIL

SCALE: NAC6

COL / BEAM DETAIL

SCALE: NA

BASE DETAIL

SCALE: NAC6

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