Drawings 19527 Exterior.pdf

HOUSING

UNIT 1

HOUSING

UNIT 2

HOUSING

UNIT 3

HOUSING

UNIT 4

HOUSING

UNIT 5

HOUSING

UNIT 6

HOUSING

UNIT 7

BUILDING

BUILDING

BUILDING

BUILDING

SALLY

PORT

CONSTRUCTION ACCESS

BLUEWATER HIGHWAY

BLUEWATER HIGHWAY

POTTER ROAD

LINCOLN AVENUE

B E

LL

A M

Y R

O A

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MAIN STREET

W A

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S

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YEOMANS STREET H

A

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O R

R O

A D

CITY OF IONIA

BELLAMY CREEK

CORRECTIONAL

FACILITY

RICHARD A. HANDLON

CORRECTIONAL FACILITY

MICHIGAN REFORMATORY

SITE PLAN

SCALE: 1" = 100'-0"

BELLAMY CREEK CORRECTIONAL FACILITY

EXTERIOR COURT YARD IMPROVEMENTS

OWNER: STATE OF MICHIGAN

DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

DEPARTMENT OF CORRECTIONS

SHEET INDEX:

C0 COVER SHEET /SITE PLAN

C1 SITE PLAN - DEMOLITION

C2 SITE PLAN - NEW WORK

C3 SITE DETAILS

LOCATION MAP

NO SCALE

SEE SHEETS C1-3

AREA OF WORK

CONTRACTOR LAY DOWN

AND STAGING AREA

EXISTING DOUBLE

GATE

EXISTING DOUBLE GATE

EXISTING MAN GATE

EXISTING

DOUBLE GATE

EXISTING

DOUBLE GATE

RESTORE LAWN

REMOVE / LEVEL RUTS AND INDENTATION CAUSE

BY CONSTRUCTION ACTIVITIES

RESTORE LAWN

REMOVE / LEVEL RUTS AND INDENTATION CAUSE

BY CONSTRUCTION ACTIVITIES

EXISTING DOUBLE

GATE

EXISTING DOUBLE

GATE

EXISTING MAN GATE

CONSTRUCTION

ACCESS

STAFF

PARKING

VISITOR

PARKING

NOTES:

CONTRACTOR SHALL PERFORM GROUND PENETRATING RADAR (GPR) SURVEY

IN AREAS OF EXTERIOR CONSTRUCTION. ALL UTILITIES WITHIN THE SECURE

FENCE AREA ARE PRIVATE UTILITIES.

CONTRACTOR SHALL TAKE PRECAUTIONS TO NOT DAMAGE EXISTING

PAVEMENT AND WALKS. ANY DAMAGE CAUSED BY CONSTRUCTION

ACTIVITIES SHALL BE REPAIRED AT NOT COST TO THE OWNER

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 6/12/2026

RELEASED FOR BIDS 9/1/2022

COVERSHEET

FILE NO: 472/19527.SMD

ACCT NO: 472IBCMaintProj

1727 BLUEWATER HWY

IONIA, MI 48846

BELLAMY CREEK

CORRRECTIONAL FACILITY

EXTERIOR COURT YARD

IMPROVEMENTS

S:\Inter-office\Staff\Rick Mann\Signatures\Signature - cropped.jpg

S:\Inter-office\Staff\Rick Mann\License\License Seal 10 digital.gif

NOTES:

ELECTRICAL WORK SEE SHEET C2

AutoCAD SHX Text

PROJECT NUMBER 2013

12'-0"

10'-0"

REPLACE THREE EXISTING CONCRETE FLAGS AROUND FROST PORCH.

DOWEL NEW CONC. TO FROST PORCH

64'-0"±

'-0

REMOVE EXISTING CONCRETE SLAB

AND TWO TABLES

HOUSING UNIT 2

3'-6"

6'-0"

6'-0

2'-0"

6'-0

" REMOVE AND RELOCATE

HIGH BAR

PARALLEL

BARS.

REMOVE AND RELOCATE

EX

IS

TIN

G G

RA

VEL

P

ATH

EXISTING

G

RAVEL PATH

EXISTING YARD

EXISTING GRAVEL PATH

REMOVE TWO EXISTING

STEEL TABLES AND TURN

OVER TO FACILITY

EXISTING FINISHED FLOOR = 100'-0"

REMOVE AND RELOCATE EXISTING STEEL BENCH.

REMOVE EXISTING CONCRETE SLABS

REMOVE EXISTING

SIGN

EXISTING BASKETBALL

GOAL POST TO REMAIN

LIGHT POST AND BASE TO REMAIN

EXISTING MAIN GATE

EXISTING CONTROL FENCE TO REMAIN.

REMOVE GRAVEL ALONG FENCE IN PREPARATION FOR

CONCRETE MAINTENANCE STRIP

EXISTING YARD DRAIN TO REMAIN

RIM ELEVATION = 99.33±

INSTALL FILTER FABRIC IN DRAIN

DURING CONSTRUCTION ACTIVITIES.

EXISTING YARD DRAIN TO REMAIN

RIM ELEVATION = 99.33±

INSTALL FILTER FABRIC IN DRAIN

DURING CONSTRUCTION ACTIVITIES. EXISTING VEHICLE GATE

REMOVE EXISTING PHONES AND PEDESTALS.

REINSTALL AT NEW LOCATIONS (TYP. 4)

REMOVE EXISTING CONCRETE SLAB AND ELEC./DATA

CONDUIT ON TOP. EXISTING DATA / CABLING TO BE RECONNECTED

TO NEW PHONE LOCATIONS.

LIGHT POST AND BASE TO REMAIN

EXISTING FROST PORCH

TO REMAIN

EXISTING FINISHED

FLOOR = 97.66±

EXISTING 4'X4' FROST PORCH TO REMAIN

EXISTING BASKETBALL

GOAL POST TO REMAIN

EXISTING FINISHED

FLOOR = 97.66±

REMOVE AND RELOCATE EXISTING STEEL BENCH.

REMOVE EXISTING CONC. SLAB

LIGHT POST AND BASE TO REMAIN

REMOVE AND REPLACE EXISTING FROST PORCH

EXISTING CONCRETE WALK AND PAVEMENT TO REMAIN

EXISTING GRADE BEAM TO REMAIN

EXISTING GRAVEL PATH

'-0

'-0

NOTES: 1. CONTRACTOR TO PROVIDE SOIL SEDIMENTATION CONTROLS AROUND BACK COURTYARD AND AT

NEARBY CATCH BASINS

2. CONTRACTOR SHALL SURVEY THE COURTYARD AND AREA AT FRONT ENTRY WITH GROUND

PENETRATING RADAR. CONTRACTOR SHALL NOTE LOCATIONS OF ROUND UTILITIES ON RECORD

DRAWINGS.

3. COORDINATE PHONE RELOCATION WORK WITH VIAPATH (MDOC'S PHONE SYSTEM PROVIDER) FOR

REINSTALLATION OF EXISTING OR INSTALLATION OF NEW PHONES AND PEDESTALS.

4. CONTRACTOR IS TO REMOVE EXISTING PHONES, PEDESTALS AND CABLES BACK TO CONNECTION POINT IN HOUSING UNIT. EXISTING CONDUIT ON WALL AND INSIDE BUILDING TO REMAIN. REMOVE

EXISTING CONDUIT FROM 6" ABOVE GRADE TO EXISTING PHONE LOCATION.

5. REMOVE EQUIPMENT ANCHORED TO CONCRETE OR GROUND. STORE UNTIL TIME TO REINSTALL.

6. PROTECT EXISTING FENCES AND EXISTING BUILDING FROM DAMAGE DURING CONSTRUCTION.

CONTRACTOR SHALL REPAIR ANY DAMAGE CAUSED BY CONSTRUCTION ACTIVITIES AT NO COST

TO THE OWNER.

30'-0"±

FIELD VERIFY LOCATION OF EXISTING PHONE/DATA

CABLE CONDUIT ROUTING, REMOVE COMPLETE

C3

REMOVE EXISTING

SIGN

T

T

T

T

T

TE

E

E

E

SOIL & SEDIMENT CONTROL FENCE

VERIFY LOCATION OF EXISTING PHONE/ DATA

CABLE CONDUIT ROUTINGS. EXISTING WALL CONDUIT

TO REMAIN

FIELD VERIFY LOCATION OF EXISTING PHONE/DATA

CABLE CONDUIT ROUTING, REMOVE COMPLETE

FROM GRADE AT VERTICAL SECTION OF CONDUIT TO

PHONE PEDESTALS.

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.

VERIFY LOCATION OF CONDUIT

E E E E

VERIFY LOCATION OF CONDUIT

SOIL AND SEDIMENT CONTROL FENCE

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 TRENCH

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

M

IN

. 1 '-0

3/32"=1'-0"

EXISTING 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

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C1

RELEASED FOR BIDS 6/12/2026

RELEASED FOR BIDS 9/1/2022

SITE PLAN- DEMOLITION

FILE NO: 472/19527. SMD

ACCT NO: 472 IBC MAINTPROJ

1727 BLUEWATER HWY

IONA, MI 48846

BELLAMY CREEK

CORRECTIONAL FACILITY

EXTERIOR COURT YARD

IMPROVEMENTS

C1

12'-0"

10'-0"

NEW CONCRETE FLAGS AROUND FROST PORCH

EXISTING YARD DRAIN

APPROX. RIM ELEVATION. 97.34±

HOUSING UNIT 2

3'-6"

S

LO

P E A

T

S

LO

P E A

T

S

LO

P E A

T

EXISTING YARD DRAIN

APPROX. RIM ELEVATION. 97.34±

EXISTING 4'X4' FROST PORCH

TO REMAIN

EXPANSION JOINTS

TYPICAL.

S

LO

P E A

T

%PAINT NEW

COURT LINES

EXISTING LIGHT POST

EX

IS

TIN

G F

IN

IS

HED

F

LO

OR

97.6 6 ±

EXISTING FINISHED FLOOR

97.66 ±

EXISTING LIGHT POST

60'-0"

'-0

NEW MASS POUR CONCRETE FROST PORCH

APPROX 7'-0" X 5'-0"X 3'-6"

EXISTING CONCRETE WALK

AND PAVEMENT TO REMAIN

NEW MASS POUR CONCRETE

FROST PORCH

NEW ADA COMPLIANT TABLE,

SEE DETAIL 3/C2

EXISTING BASKETBALL POSTS TO REMAIN

DURING CONSTRUCTION

EXISTING LIGHT POST

RELOCATED HIGH BAR, SEE

DETAIL. 9/C3

RELOCATED PARALLEL BARS

SEE DET. 9/C3

NEW CONCRETE MAINTENANCE STRIP TO FOLLOW

EXISTING FENCE LINE.

12'-0"TYP

FIELD VERIFY TOP OF EXISTING GRADE BEAM

ELEVATION. NEW CONC. PAVEMENT TO MATCH

ECISTING ELEVATION

EXISTING 4'X4' FROST PORCH

TO REMAIN

EXISTING BENCH RELOCATED

SEE DETAIL 9/C3

(VERIFY LOCATION WITH FACILITY)

C3

C3

C3

C3

C3

C3

C3

C3

C3

C3

EXISTING BENCH RELOCATED

(VERIFY LOCATION WITH FACILITY)

SEE DETAIL 9/C3

EXISTING FINISHED

FLOOR = 100-0

99.9799.9799.97

99.00

99.00

99.00

98.00

98.00

97.72

6'-0"TYP.

EXISTING CONDUIT ON WALL

TO REMAIN

T

T

T

REMOVE EXISTING CONDUIT

STARTING AT GRADE 99.97.

REPLACE WITH PLASTIC

CONDUIT.

T

T

T

T

T WHEEL CHAIR ACCESSIBLE

ADA COMPLIANT PHONE PEDESTALS (2 PHONES)

19'-0"

'-0

3'-8"

15'-0"

29'-71 2"

C3

2"

2"

2"

'-0

" T Y

P

99.00

STAND-UP HEIGHT PHONE PEDESTAL (6 PHONES)

98.00

99.00

98.00

'-0

'-0

'-0

97.66+ 97.66 +

TYP.

C3

C3

97.72

97.72

'-0

'-0

TYP. TYP.

TY

P

TY

P

REPLACE TWO EXISTING

TABLES WITH NEW ADA

COMPLIANT TABLES

SEE DETAIL 3/C2

SAWCUT OR TOOL CONTRACTION JOINTS AT MAX 12' O.C.

PLACE CONTRACTION JOINT IN LINE, AND ON GRID

CONTRACTION JOINTS. SEE DETAILS 10 AND 11 ON SHEET C3

NOTE:

CONTRACTOR SHALL PROVIDE A PROPOSED CONTRACTION

/ CONSTRUCTION JOINT LAYOUT AS PART OF SHOP

DRAWING SUBMITTALS. INSTALL ISOLATION JOINTS AT

BUILDING, FROST PORCH, GRADE BEAM, LIGHT POLES,

EXIST. PAVEMENT, OR ANY OTHER STRUCTURE

INTERRUPTING CONCRETE PAVEMENT. SEE DETAILS

1,2,3,4,5,AND 6 ON

SHEET C3

Ø 4'-4"

12 GAGE SS TABLE.

2' X 2' X 1/4" SS PLATE

12 GAGE SS SEAT

3" X 3" X 1/4" SS TUBE

4" X 4" X 1/4" SS TUBE

6'-2"

4'-4"

1'-

" 2' -6

1'-0" Ø

SEAT

1'-0" Ø

SEAT

12 GAGE SS TABLE.

6'-2"

4'-4"

Ø 4'-4"

3" X 3" X 1/4" SS TUBE

4" X 4" X 1/4" SS TUBE

2' X 2' X 1/4" SS PLATE

12 GAGE SS SEAT

1'-

" 2' -6

1/16"=1'-0"

NEW 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

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RELEASED FOR BIDS 6/12/2026

RELEASED FOR BIDS 9/1/2022

SITE PLAN- NEW WORK

FILE NO: 472/19527. SMD

ACCT NO: 472 IBC MAINTPROJ

1727 BLUEWATER HWY

IONA, MI 48846

BELLAMY CREEK

CORRECTIONAL FACILITY

EXTERIOR COURT YARD

IMPROVEMENTS

C2

NEW ADA COMPLIANT TABLES

1/2"= 1'-0"C2

SEALANT

EPOXY ADHESIVE

DOWEL INTO CONCRETE

1/2' EXPANSION JOINT MATERIAL

EXISTING FROST PORCH

MIN 6" COMPACTED BASE

COMPACTED TO 95%

GRADE 11 SAND

#3 DOWELS @ 18" O,

6" INTO EXISTING CONCRETE AND 12"

INTO NEW 6" CONCRETE SLAB

6X6 W2.1 X W2.1 WWF

CAPPED PVC SLEEVE FOR DOWEL

EXISTING CONCRETE

SIDEWALK TO REMAIN

EXPANSION JOINT MATERIAL

SEALANT

#3 DOWEL @ 18" O.C. 12" INTO CONCRETE

MIN 6" INTO EXISTING CONDITION

EPOXY ADHESIVE

MIN 4" GRANULAR BASE COMPACTED TO 95%

6X6 W2.1 X W2.1 WWF

CAPPED PVC SLEEVE FOR DOWEL

6x6 W2.1 X W2.1 WWF

MIN 4" GRANULAR BASE

COMPACTED TO 95%

EXPANSION JOINT MATERIAL

EXISTING BUILDING FOUNDATION

SEALANT

EXISTING BUILDING WALL

1'-0"

4' -0

#3 STIRRUPS

AT 18" O.C.

#5 BARS CONTINUES

TO P AND D BOTTOM

EXISTING POST

SLOPE TOP 1/2" EACH WAY

EXPANSION JOINT

SEALANT

6" REINT. CONC. PAVEMENT

FINISHED GRADE, SLOPE AWAY

FROM CONCRETE

4"

SEALANT

1/2" EXPANSION JOINT

1'-0"

EXISTING FENCE POSTS

(2) #5 REBAR CONTINUES

EXISTING FENCE

GRADE TO SLOPE

AWAY FROM CONCRETE

NEW FROST PORCH

# 3 DOWELS @ 18" O.C.

EXPANSION JOINT MATERIAL

EXISTING FOUNDATION

WALL

EXISTING FLOOR SLAB

DRILL AND EPOXY ANCHOR DOWEL IN EXISTING

FLOOR SLAB OR FOUNDATION WALL.

CONTINUOUS SEALANT SEALANT

EXPANSION JOINT MATERIAL

COMPACTED BASE

GRADE II SAND

COMPACTED SUBGRADE

COMPACTED BASE

GRADE II SAND

2" STYROFOAM

EXISTING FOUNDATION

SLOPE MAX. 2%

CAPPED PVC SLEEVE FOR DOWEL

NEW GRADE BEAM FIELD VERIFY EXISTING GRADE BEAM

EXISTING FENCE

NEW CONC. MAINTENANCE STRIP

1'-

6"

#5 DOWELS TOP AND BOTTOM

MIN 6" INTO EXISTING GRADE BEAM. EPOXY ANCHOR IN PLACE

#5 BARS CONTINUOUS, TOP AND BOTTOM

C2

2'-0"

24"X24"X1/2" GALV. STEEL PLATE

1/2" STAINLESS STEEL EPOXY ANCHORS X MIN

2 1/2" EMBED

TACK WELD NUT TO BOLT AFTER TIGHTENING

CUT OFF EXCESS BOLT HEAD

EXISTING OR NEW TABLE LEG

MIN. #12 STAINLESS STEEL

MACHINE SECURITY HEAD SCREWS

BENCH, PARALLEL BARS, HIGH BAR

OR OTHER EQUIPMENT LEG OR POST

GAL. STEEL FLANGE

WITH 1/2" STAINLESS STEEL

X 2 1/2" EMBED EPOXY ANCHORS.

CUT OF EXCESS BOLT HEAD.

NEW GALV. STEEL FLANGE

1/2" EXPANSION JOINT MATERIALMIN 6" GRANULAR BASE COMPACTED TO 95%

6X6 W2.1 X W2.1 WWF

#3 DOWEL @ 18" O.C. 12" INTO EACH SLAB

GREASE ONE END

SAWCUT OR TOOL JOINT 1 1/2" DEEP.

SEALANT

6X6 W2.1XW2.1 WWF

#3 DOWEL @18" O.C. 12" INTO EACH SLAB

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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RELEASED FOR BIDS 6/12/2026

RELEASED FOR BIDS 9/1/2022

SITE DETAILS

FILE NO: 472/19527. SMD

ACCT NO: 472 IBC MAINTPROJ

1727 BLUEWATER HWY

IONA, MI 48846

BELLAMY CREEK

CORRECTIONAL FACILITY

EXTERIOR COURT YARD

IMPROVEMENTS

1"=1'-0"

TYP. WALK TO EXISTING FROST PORCH DETAIL

C2

1"=1'-0"

TYP. WALK TO EXISTING WALK DETAIL

C2

1"=1'-0"

TYP. WALK/PAVEMENT TO BUILDING DETAIL

C2

1"=1'-0"

TYP. MAINTENANCE STRIP DETAIL

C2

1"=1'-0"

TYP. WALK AND NEW FROST PORCH DETAIL

C2

1"=1'-0"

GRADE BEAM SECTION

C2

3/4"=1'-0"

GRADE BEAM PLAN

C2

TYPICAL FOR TABLES

1"=1'-0"

TYPICAL FOR PARALLEL BARS, HIGH BARS AND BENCHES

1"=1'-0"C2

C2

1"=1'-0"

TYPICAL CONTRACTION JOINT DETAIL

C2

1"=1'-0"

TYPICAL CONSTRUCTION JOINT DETAIL

C2