472_19531_MNB Drawings Part_2 or 2.pdf

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 34" CHAMFERS

CONCRETE WALK

CONCRETE RAMP #4 REBARS AT 12" O.C.

EXPANSION JOINT MATERIAL

SEALANT

GALVANIZED HANDRAIL

2" EXPANSION JOINT

MATERIAL

SEALANT

#3 DOWELS @ 18" OC,

12" INTO EACH SLAB

EXPANSION JOINT MATERIAL

SEALANT

MIN 4" COMPACTED BASE,

GRADE II SAND

6X6 W2.1 X W2.1 WWF

EXISTING CONCRETE

SIDEWALK TO REMAIN

6X6 W2.1 X W2.1 WWF

MIN 4" COMPACTED BASE,

GRADE II SAND

EXPANSION JOINT MATERIAL

MIN 4" COMPACTED BASE

GRADE II SAND

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

6'-0" OR AS NOTED ON PLAN

2" EXPANSION JOINT

MATERIAL

#3 REBAR AT 18" O.C.

12" FROST PORCH

12" SIDEWALK

MASS POUR CONCRETE

FROST PORCH

CONCRETE WALK/RAMP W/

6x6 W2.1 xW2.1 WWF

COMPACTED SUBGRADE

MIN. 4" COMPACTED BASE

GRADE II SAND

MIN. 4" COMPACTED BASE

GRADE II SAND

2" STYROFOAM

COMPACTED SUBGRADE

1" RIGID INSULATION

EXISTING

FOUNDATION WALL

EXISTING FOOTING

FIELD VERIFY DEPTH

2"

SAWCUT JOINT

8" to 316" WIDE

CONCRETE FOOTING FOR

RETAINING WALL

FINISH WALK WITH

MEDIUM-HEAVY

BROOM FINISH

PERPENDICULAR TO

DIRECTION OF TRAVEL

CONTINUOUS SEALANT

FINISH GRADE EVEN WITH

TOP OF WALK, TYP.

TIE NEW FROST PORCH

TO EXISTING FOUNDATION

OR FOOTING WITH #4 BARS

AT 16" O.C.

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

M

IN

. 4

STAINLESS STEEL MESH OR PERFORATED

ADA COMPLIANT TRENCH DRAIN GRATES,

FASTEN TO FRAME WITH STAINLESS STEEL

BUTTON TORX HEAD SCREWS

6'-0" OR AS NOTED ON PLAN

NEW 31" DIAMETER DETAINER HOOK

RAZOR RIBBON

NEW OR RELOCATED RAZOR RIBBON

SUPPORT TERMINAL

'-0

F

IE

LD

V

ER

IF

Y

NEW CONCRETE

FOOTING EXISTING CONCRETE

FOOTING

2"

V

ER

IF

Y

1.66" O.D. BOTTOM RAIL

NEW 4" O.D.

END POST EXISTING LINE POST

2.875" O.D. FIELD

VERIFY

1.66" O.D. MIDRAIL

MATCH LOCATION

WITH EXISTING FENCE

EXISTING RAZOR RIBBON

TO REMAIN

1.66" O.D.

TOP RAIL

EXISTING BUILDING

EXTERIOR WALL

3"

2"x 9ga CHAIN

LINK FABRIC

EXISTING CHAIN

LINK FENCE TO

REMAIN

GRADE

POST WILL LIKELY

REST ON EXISTING

FOOTING

CONTINUOUS SEALANT

V A

R

IE

S

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

(OWNER SUPPLIED)

CONTRACTOR

SUPPLIED QUANT:

(4) 6" DIAMETER.

CLEAN OUT IN

CONCRETE PAD

LAWN

WHERE

OCCURS

EXPANSION JOINT

CONCRETE WALK

WHERE OCCURS

7"

'-0

" A T

H U

'-0

" A T

H U

4'-0"

6'-0"

MANHOLE COVER AND FRAME

EAST JORDAN 1000Z FRAME

WITH 1000 COVER OR EQUAL.

CONCRETE RIM

FINISHED

GRADE

PRECAST CONCRETE

CONICAL SECTION

PRECAST CONCRETE

CYLINDRICAL SECTION

WATER-RESISTANT

GASKETING

STEEL RUNGS

CONCRETE FOOTING

HOLE FOR STORM PIPE

SEAL BETWEEN PIPE AND

MANHOLE SECTION

SIDEWALK, WHERE OCCURS

MIN. 6" AGGREGATE

BASE

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

TOP OF RAMP DETAIL

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

5TRENCH DRAIN DETAIL

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

FROST PORCH DETAIL

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

4 NEW WALK TO EXISTING WALK

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

1CONTROL & EXPANSION JOINTS

SCALE: 3/4" = 1'-0"A1, 2 & 3

2WALK/BUILDING DETAIL

SCALE: 3/4" = 1'-0"A3

NEW PVC STORM PIPING

CLEAN OUT DETAIL

NO SCALEA1, 2 & 3

7FENCE ELEVATION

SCALE: 1/4" = 1'-0"A3

NOTES:

FENCE SPECIFICATIONS:

FABRIC: ONE PIECE IN HEIGHT, STEEL WIRE FABRIC, 0.148 INCH (9 GAUGE) STEEL WIRE WITH 2 INCH OPENINGS. COAT FABRIC WITH ASTM

A491, TYPE I, 0.40 OZ/SF ALUMINUM COATING. COAT SELVAGE ENDS WITH CLEAR PROTECTIVE COATING BEFORE WEAVING. TWIST

AND BARB TOP AND BOTTOM KNUCKLES.

POSTS AND RAILS: ASTM F1043 PIPE FOR FRAMEWORK INCLUDING RAILS, BRACES, LINE AND END POSTS. FENCE HEIGHT TO MATCH EXISTING FENCE HEIGHT. HEAVY INDUSTRIAL STRENGTH MATERIALS GROUP IA, ROUND STEEL PIPE, SCHEDULE 40. 2.875 O.D. LINE POSTS, 4" O.C. END POSTS, 1.66" O.D. HORIZONTAL RAILS. METALLIC COATING NOT LESS THAN 2 OZ/ST COVER OF ZINC

ACCORDING TO ASTM 123.

TENSION WIRE: ALUMINUM COATED STEEL WIRE 0.177 INCH DIAMETER, MARCELLED TENSION WIRE ACCORDING TO ASTM A817 OR

ASTM A824.

FITTINGS: ASTM F626, POST CAPS, RAIL FITTINGS, CLAMPS, TENSION BANDS, BARS AND RODS, WIRE TIES, CLIPS AND FASTENERS. TIES TO BE A MINIMUM 0.148 INCH ALUMINUM COATED OR STAINLESS STEEL WIRE. USE POWER DRIVEN FABRIC FASTENERS AS

RECOMMENDED BY THE MANUFACTURER.

RAZOR RIBBON: HIGH TENSILE STRENGTH STAINLESS STEEL COILED CONCERTINA WITH DETAINER HOOK BARBS SPACED AT 4" ON CENTER. INSTALL CONCERTINA COIL WITH LOOPS AT 12" ON CENTER. UTILIZE STAINLESS STEEL TIES OF 0.065 INCH OR CLIPS

0.065 x 0.375 INCH. THE CONCERTINA COIL SHALL WITHSTAND 150 LBS PULL LOAD.

INSTALL CHAIN LINK FENCE IN ACCORDANCE WITH ASTM F567. DRILL OR HAND-EXCAVATE HOLE FOR POSTS. SET POSTS IN MINIMUM 3500 PSI CONCRETE. INSTALL BRACING OR TENSION WIRE AS REQUIRED BY ASTM F567 IN ORDER TO MAINTAIN VERTICAL POSITION OF POST. LOCATE HORIZONTAL RAILS AT BOTTOM, MIDDLE AND TOP OF FENCE, MATCH EXISTING FENCE RAIL ELEVATIONS. INSTALL FABRIC ON THE TRAFFIC SIDE OF THE FENCE. LEAVE NO MORE THAN 1

2 INCH BETWEEN THE GROUND AND

THE BOTTOM SELVAGE. INSTALL TIE WIRES WITH A FULL 360 DEGREES AROUND THE POST AND MINIMUM ONE COMPLETE DIAMOND. TWIST TIE WIRE ONE AND A HALF TIMES BY MACHINE OR THREE MANUAL TWISTS AND CUT OFF PROTRUDING ENDS. TIE FABRIC AT 12 INCHES ON CENTER AT POSTS AND RAILS AND 24 INCHES ON CENTER TO BRACES.

INSTALL THE RAZOR RIBBON IN ACCORDANCE WITH ASTM F1911. INSTALL RIBBON ON TOP RAIL. INSTALL WITH TIES OR CLIPS TO RAIL

AND TO SUPPORTING TERMINALS MOUNTED ON EACH POST.

EXIT SIGN: KENALL MODEL "MILLENIUM METREX" METSU-MW-R-DT OR EQUAL OF ANOTHER BRAND. LED, HIGH IMPACT POLYCARBONATE HOUSING. FINISH: WHITE. LEGEND: RED. VOLTAGE TO MATCH EXISTING EMERGENCY CIRCUIT (VERIFY 277VAC). LED COLOR TO MATCH EXISTING LEDS. SECURITY TORX SCREWS. WALL MOUNT OR CEILING MOUNT. POWER: CONNECT EXIT SIGN TO NEAREST

UNSWITCHED EMERGENCY LIGHTING CIRCUIT FIXTURE.

EXTERIOR LIGHT FIXTURE: RAB MODEL WP1FA29 OR EQUAL OF ANOTHER BRAND. LED, HEAVY-DUTY DIE-CAST LOW-COPPER ALUMINUM HOUSING, INTERLOCKING POLYCARBONATE LENS. FINISH: DARK BRONZE. LAMP: 29W 4000K LED. VOLTAGE TO MATCH EXISTING EMERGENCY CIRCUIT (VERIFY 277VAC). WALL MOUNT. INTEGRAL MOUNTED PHOTO SENSOR TO OPERATE LIGHT DURING EVENING HOURS WITHOUT MANUAL SWITCHING. POWER: CONNECT NEW LIGHT FIXTURE TO NEAREST UNSWITCHED EMERGENCY LIGHTING

CIRCUIT FIXTURE.

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. INSTALL NEW CONDUIT FROM DOOR POSITION SENSOR TO EXISTING DOOR

POSITION SENSOR. SEE SPECIFICATION SECTION 26 05 33.

NEW DOOR POSITION SENSOR SHALL CONNECT WITH THE EXISTING DOOR POSITION SENSOR CABLE SUCH THAT IF EITHER THE MID-LEVEL DOOR OR THE NEW LOWER-LEVEL DOOR ARE OPENED THE CIRCUIT IS CLOSED AND ALARM NOTIFICATION IS MADE.

EXISTING NOTIFICATION OCCURS AT THE CONTROL STATION WITHIN THE BUILDING.

OWNER SUPPLIED DOOR SIZES: 3'-0" x 7'-0" x 1 3

4" WITH 2" HEAD - FIELD VERIFY BEFORE CUTTING OPENING.

CONTRACTOR SUPPLIED AND OWNER SUPPLIED DOOR HARDWARE: SEE SPECIFICATION SECTION 08 71 00.

DOOR AND FRAME FINISH: PAINT - SEE SPECIFICATION SECTION 09 91 00.

TRENCH DRAIN: JAY R SMITH MFG, NDS DURA-SLOPE, ZURN OR EQUAL. 6" OUTSIDE DIMENSION AND 4" INSIDE DIMENSION, MOLDED STRUCTURAL POLYETHYLENE WITH UV INHIBITORS. 4" PIPE CONNECTION AT BASE OR END. MESH STAINLESS STEEL OR PERFORATED STAINLESS STEEL, LOAD CLASS B OR C, ADA COMPLIANT GRATE (SLOTS MUST RUN PERPENDICULAR TO THE LINE OF TRAVEL) WITH

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

OWNER SUPPLIED CLEAN OUTS: ZN1400-HD WITH VANDAL-PROOF SCREWS IN 4", 6" AND 8" DIAMETERS.

CONTRACTOR TO FURNISH AND SUPPLY FOUR (4) ADDITIONAL 6" CLEANOUTS OF THE SAME MAKE AND MODEL.

P e t t i t t Y a s t e

S t r a u b

200S

LAWSON,C MICHIGAN

UITE

48017-1311

F A X248-658-7781 248-658-7777 P H O N E

C850 NORTH ROOKS ROAD

PL

UR

IB

U

E S

U N U

M

C I

R C

U M

S P

I C

E

SI

Q

U E R

E I S

PE

N I

NS

U L A M

A M

OE

N A

M

D

EP

A R

TM

EN

T O

F

TE

C H

N O

LO

G

Y , M

A N

A G

EM

EN

T A

N D

B U

D G

ET

ST

A

TE

O F

M

IC

H

IG

A N

A D

A M

P . L

A C

H , R

A , D

IR

EC

TO

R

ST

A

TE

F

A C

IL

IT

IE

S

A D

M

IN

IS

TR

A

TI

O N

D

ES

IG

N

A N

D C

O N

ST

R

U C

TI

O

N D

IV

IS

IO

N

A5

ISSUED FOR BIDS 04/20/2023

RAMP, SIDEWALK AND FENCE

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

MANHOLE DETAIL

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

SEDIMENTATION CONTROL DETAILS

NO SCALEA1, 2 & 3

CATCH BASINS SEDIMENTATION FENCE

SOIL EROSION AND SEDIMENTATION CONTROL - GENERAL NOTES

1. ALL SOIL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED PRIOR TO COMMENCEMENT OF ANY EXCAVATION OPERATIONS. SIZE OF THE EXCAVATION DOES NOT MATTER - INSTALL SEDIMENT CONTROL MEASURES.

2. 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.

3. 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, MARSH, LAKES OR PONDS.

4. 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.

5. CONTRACTOR SHALL APPLY TEMPORARY EROSION AND SEDIMENTATION CONTROL MEASURES AS REQUIRED AND AS DIRECTED

ON THESE PLANS.

6. CONTRACTOR SHALL MAINTAIN CLEAN SIDEWALKS AND DRIVING SURFACES. SWEEPING/CLEANING 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.

7. 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.

8. CONTRACTOR IS RESPONSIBLE FOR PROVIDING AND INSTALLING ALL EROSION CONTROL MEASURES AS REQUIRED BY STATE

AND LOCAL AUTHORITIES THROUGH PROJECT COMPLETION.

9. AFTER PROJECT COMPLETION, THE FACILITY IS RESPONSIBLE FOR MAINTAINING PERMANENT EROSION CONTROL MEASURES.

10. 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.

AutoCAD SHX Text

PROJECT NO: 1928

AutoCAD SHX Text

34625 26 MILE ROAD LENOX TOWNSHIP, MI 48048

EXISTING WALL

TO REMAIN

REMOVE EXISTING

6" CMU WALL

REMOVE EXISTING

TOILET.

RETURN TO FACILITY

EXISTING 6" CMU

WALL

TO REMAIN

EXISTING TOILET

TO REMAIN

EXISTING URINALS TO REMAIN

EXISTING SINKS

TO REMAIN

REMOVE EXISTING DOORS.

TURN OVER TO FACILITY

REMOVE EXISTING

GRAB BAR.

TURN OVER TO FACILITY

REMOVE AND RELOCATE 2 SHOWER

CONTROL UNITS AND SHOWER HEADS TO

NEW LOCATION. SEE NEW WORK PLAN.

REMOVE/RELOCATE EXISTING

SHOWER HEADS (3 TOTAL)

REMOVE EXISTING STUB

PIPES FOR OLD SHOWER

HEAD AND CONTROLLER

EXISTING SHOWER DRAIN TO REMAIN.

REMOVE EXISTING

SHOWER CONTROL

OPEN EXISTING BLOCK WALL AND

RECONFIGURE PLUMBING FOR NEW

SHOWER HEAD AND CONTROLS

LOCATION.

REMOVE EXIST.

GRAB BARS TURN

OVER TO FACILITY

REMOVE AND RESET TOILET

SO THAT TOP OF SEAT IS

17.5"± ABOVE FINISHED FLOOR

REMOVE EXISTING CERAMIC TILE ON

EXISTING SHOWER WALLS

REMOVE EXISTING

DRINKING FOUNTAIN

TURN OVER TO THE

FACILITY

Ø5'-0

3'-0"

3'-6 "M

IN

3'-6"

6"MIN

11'-5"

NEW 6" CMU WALL WITH BULLNOSED EDGES AND CAP UNITS

TO MATCH EXISTING. PAINT TO MATCH EXISTING

EXISTING WALL TO REMAINEXISTING 6" CMU BY 3'-8" ± HIGH

WALLS TO REMAIN. REPAINT

TO MATCH EXISTING.

BARRIER FREE

TURNING RADIUS

5' -4

3'-03

4" NEW 36" TO MATCH EXISTING

PATCH FLOOR TILE WITH NEW 2" X 2"

CERAMIC MOSAIC TILE TO MATCH EXISTING

EXISTING URINALS TO

REMAIN

NEW BI- LEVEL DRINKING FOUNTAIN

ELKAY MODEL: LVRCTLDDSC OR

EQUAL BY ANOTHER MANUF.

NEW 6 " CMU WITH DOUBLE BULLNOSE

WING WALLS. (1) #4 VERT. IN OUTER

CORE AND (1) #4 DOWEL EPOXIED INTO

WALL. PAINT TO MATCH EXISTING.

NEW 4" CMU WALL

EXISTING SINKS TO REMAIN.

PATCH WALL AND REPAINT WALL TO MATCH EXISTING

6'-57 8"

NEW ADA

SHOWER SEAT

RELOCATED 2 SHOWER

HEADS AND 2 SHOWER

CONTROLS.5'

-0 1 8

F

IE

LD

V

ER

IF

Y

1'- 3"

M

IN

1'-4"

PATCH CMU AND REPLACE CERAMIC

TILE TO MATCH EXISTING (SHOWER

SIDE) AND REPAINT WALL (LAV. SIDE)

3'-0"

3' -0

PATCH EXISTING WALL AT REMOVED PIPE LOCATIONS.

1'-

"M A

X

EXISTING

T.P.

THINSET NEW 4x4 CERAMIC

GLAZED TILE ON WALLS

INSTALL NEW MATCHING

GLAZED COVE BASE

NEW GRABBAR

EXISTING STALL DOOR TO REMAIN

1'- 3"

M

IN

PATCH EXISTING CERAMIC MOSAIC FLOOR TILE

EXISTING

TELEPHONES

LOCATE 1 1/2" STANDARD PIPE

SAFETY BAR AT 6'-8" CLEARANCE

FROM STAIR. PAINT TO MATCH EXIST.

RAILS.

INSTALL NEW 6" CMU WITH

DOUBLE BULLNOSE WING WALL,

SAME AS DRINKING FOUNTAIN WING

WALLS. PAINT TO MATCH EXISTING.

ANCHOR BAR TO WALL

W/ FLANGE AND SECURITY

HEAD SCREWS.

TURN SAFETY

BAR TO FLOOR

ANCHOR W/FLANGE

AND SECURITY HEAD

SCREWS.

1'- 3"

M

IN 1'-4"

5'-4"

7'- 3"

F

IE

LD

V

ER

IF

Y L

O C

A

TI

O N

4SIMILAR TO

2' -5

4' -7

1 2" M

IN

U P

D O

W N

RESET EXISTING

TOILET FOR ADA

COMPLIANCE

NEW GRAB BARS

BRADLEY MODEL

812-2 (42")

EXISTING TOILET PAPER

HOLDER TO REMAIN.

EXISTING TOILET

TO REMAIN.

EXISTING URINALS

TO REMAIN.

PATCH WALL AFTER REMOVING

EXISTING PARTITION WALL PAINT

WALL TO MATCH EXISTING.

3'-6"

3' -8

1'-

2"

2' -1

1" ±1

REMOVE EXISTING GRAB BARS

TURN OVER TO FACILITY

NEW ADA SHOWER SEAT

STAINLESS STEEL FOLDING

SHOWER SEAT - ADA COMPLIANT

ACORN ENGINEERING - MODEL 1103

SEACHROME - MODEL

INSTITUTIONAL SHOWER BENCH

OR EQUAL OF OTHER MANUF. 2'

-9

" T O

'-0

3' -1

1"M A

X

'-6

RELOCATED SHOWER CONTROL

BUTTONS (SIDE BY SIDE)

RELOCATED SHOWER HEADS

1'-

NEW GRAB BAR, BRADLEY

MODEL 812-2 (18"x32")

NEW GRAB BAR, BRADLEY

MODEL 812-2 (18")

1'-6"

1'-9" 6"

1'-

NEW 4" CMU WALL WITH

4x4 CERAMIC TILE THINSET

NEW MATCHING COVE

BASE

EXISTING 2x2 CER. MOSAIC

TILE, PATCH AS NEEDED

NEW STAINLESS STEEL

ADA BI-LEVEL COOLER

NEW CMU BLOCK WING WALLS

PAINT TO MATCH EXISTING.

1'-3"MIN. 1'-3" MIN.

4'-01

8"MIN.6" 6"

3' -0

TYPICAL WING WALL

REINFORCEMENT:

# 4 BAR INTO EXIST. WALL

EPOXY 4" MIN. INTO EXIST.

MIN. 12" INTO NEW WALL.

# 4 BAR VERT. IN END CORE

# 4 DOWEL INTO FLOOR SLAB

EPOXY 4" MIN INTO FLOOR

MIN 12" INTO NEW WALL.

INSTALL BASE TO MATCH EXISTING WALL BASE.

2' -3

DOUBLE BULLNOSED

CAP, GRIND BULLNOSE

AT FRONT EDGE.

SAW CUT AND REMOVE

PORTION OF EXISTING

WALLS.

NEW 6" CMU WALL

1'-

PATCH EXISTING

WALL

PAINT WALL

TO MATCH EXISTING.

PATCH FLOOR AT

REMOVED WALL

LOCATION.

STRAP ANCHORS @ 16"

O.C. AT EXIST. WALL TILE-IN

ENLARGED PLAN DEMOLITION

SCALE: 3/8" = 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

PL

UR

IB

U

E S

U N U

M

C I

R C

U M

S P

I C

E

S I

Q U

D

EP

A R

TM

EN

T O

F

TE

C H

N O

LO

G

Y , M

A N

A G

EM

EN

T A

N D

B U

D G

ET

ST

A

TE

O F

M

IC

H

IG

A N

R O

B

ER

T C

. H A

LL

, R

A , N

C A

R B

, D

IR

EC

TO

R

ST

A

TE

F

A C

IL

IT

IE

S

A D

M

IN

IS

TR

A

TI

O N

D

ES

IG

N

A N

D C

O N

ST

R

U C

TI

O

N D

IV

IS

IO

N

A6

ISSUED FOR BIDS 04/20/2023

MACOMB CORRECTIONAL

FACILITY - HOUSING UNIT 6

MACOMB CORRECTIONAL

FACILITY

ADA RAMP AND INFRASTRUCTURE

IMPROVEMENTS

AND BRICK REPAIRS

FILE NO: 472/19531.MNB

FILE NO: 472/19540.MNB

ACCT NO: 472MRFMaintProj

ENLARGED PLAN NEW WORK

SCALE: 3/8"" = 1'-0"

RESTROOM SECTION

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

SHOWER ELEVATION

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

DRINKING FOUNTAIN ELEVATIONS

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

ENLARGED LAUNDRY ROOM PLAN

SCALE: 3/8" = 1'-0"

HOUSING UNIT 6 KEY PLAN

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

NOTE:

REWORK EXISTING SHOWER CONTROLLERS AND SHOWERHEAD. REUSE

EXIST. 2 CONTROLLERS AND 2 SHOWERHEADS ON BACK WALL TOP

SHOWER AT NEW LOCATION ON SIDE WALL. REMOVE EXIST. SHOWER

VALVE AND SHOWER HEAD ON SIDE WALL REMOVE STUBBED PIPES ON

OPPOSITE SIDE WALL COMPLETE.

INSTALL #4 DOWELS AT 24" O.C. INTO EXISTING CONC. SLAB.

INSTALL (1) #4 BAR HORIZONTAL IN TOP COURSE OF BLOCK

INSTALL #4 BARS VERTICAL. AT 24" O.C.

INSTALL STRAP ANCHOR INTO EXISTING WALL AT 16" O.C.

SHOWER ELEVATION

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

A6

A6

1, 2

PATCH EXISTING CERAMIC MOSAIC TILE AT REMOVED WALL

LOCATIONS

AutoCAD SHX Text

PROJECT NO: 1928

34625 26 Mile Road New Haven, MI 48048

48'-0"

24'-0

2 BRICK AT MID-LEVEL SOLDIER

SEE NOTE 23 BRICK AT MID-LEVEL SOLDIER

SEE NOTE 2

'-0

1 SILL BRICK

SEE NOTE 4

1 BRICK AT MID-LEVEL SOLDIER

SEE NOTE 2

24'-0"

6'-0"

2'-0"

4'-0"1 BRICK

AT COPING

SOLDIER COURSE

SEE NOTE 5

1 BRICK AT MID-LEVEL SOLDIER COURSE

SEE NOTE 2

1 BRICK AT LOWEST LEVEL SOLDIER COURSE

SEE NOTE 6

'-0

16'-0"

1 BRICK AT MID-

LEVEL SOLDIER

COURSE

SEE NOTE 2

2 BRICK AT MID-LEVEL

SOLDIER COURSE

SEE NOTE 2

1 BRICK AT MID-LEVEL

SOLDIER COURSE

SEE NOTE 2

1 RED BRICK BELOW MID-LEVEL SOLDIER

COURSE. SEE NOTE 7

2 BRICK AT MID-LEVEL SOLDIER COURSE

SEE NOTE 2

4 BRICK AT MID-LEVEL SOLDIER COURSE

SEE NOTE 2

NOTE 1

NOTE 1

4 BRICK AT MID-LEVEL SOLDIER COURSE

SEE NOTE 2

16'-0"

SEE NOTE 3

NOTE 3

NOTE 3

NOTE 3

NOTE 1

NOTE 5

NOTE 5

NOTE 3

A7

3sim

A7

3sim

101'-4 1 2 "

6'-0"

NOTE 1

NOTE 5

A7

3sim

REMOVE AND REPLACE EXISTING SAND COLOR

BRICK WHERE NOTED WITH NEW SOLDIER COURSE

TO MATCH EXISTING.

INSTALL NEW STAINLESS STEEL CAVITY FLASHING AND

NEW WEEPS AT MAXIMUM 24" O.C.

EXISTING GRADE TO REMAIN

EXISTING SAND COLOR BRICK

SOLDIER COURSE TO REMAIN

REMOVE AND REPLACE EXISTING SAND COLOR BRICK

SOLDIER COURSE WHERE NOTED WITH NEW BRICK

TO MATCH EXISTING.

3' -8

'-4

1'-

3' -8

1'-

EXISTING REINFORCED CONCRETE

MASONRY TO REMAIN

EXISTING REINFORCED CONCRETE

MASONRY TO REMAIN

EXISTING RIGID INSULATION

BOARD TO REMAIN

EXISTING UTILITY SIZE BRICK

TO REMAIN

EXISTING UTILITY SIZE BRICK

TO REMAIN

FURNISH AND INSTALL NEW SPECIAL SHAPE BRICK

MATCHING EXISTING SHAPE AT WINDOW LOCATIONS.

INSTALL NEW CAVITY VENTS AT 24" O.C. MAXIMUM

2'-0"

GROUP 2

2'-0"

GROUP 3

2'-0"

GROUP 1

2'-0"

GROUP 1

EXISTING TO REMAIN

CONTINUATION OF

PATTERN AS REQD.

REPLACE EXISTING

SAND COLOR UTILITY

BRICK SOLDIER COURSE

WITH NEW TO MATCH

EXISTING

SOLDIER

COURSE

TO REMAIN

EXISTING RED UTILITY

BRICK TO REMAIN UNLESS

NOTED OTHERWISE

EXISTING GRADE

WHERE OCCURS

A7

A7

5 SIM

INSTALL NEW CAVITY

FLASHING AND WEEPS

P e t t i t t Y a s t e

S t r a u b

200S

LAWSON,C MICHIGAN

UITE

48017-1311

F A X248-658-7781 248-658-7777 P H O N E

C850 NORTH ROOKS ROAD

PL

UR

IB

U

E S

U N U

M

C I

R C

U M

S P

I C

E

SI

Q

U E R

E I S

PE

N I

NS

U L A M

A M

OE

N A

M

D

EP

A R

TM

EN

T O

F

TE

C H

N O

LO

G

Y , M

A N

A G

EM

EN

T A

N D

B U

D G

ET

ST

A

TE

O F

M

IC

H

IG

A N

A D

A M

P . L

A C

H , R

A , D

IR

EC

TO

R

ST

A

TE

F

A C

IL

IT

IE

S

A D

M

IN

IS

TR

A

TI

O N

D

ES

IG

N

A N

D C

O N

ST

R

U C

TI

O

N D

IV

IS

IO

N

A7

ISSUED FOR BIDS 04/20/2023

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

GARDEN WALL SECTION

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

BUILDING WALL SECTION

SCALE: 3/4" = 1'-0"A7

A7

4HOUSING UNITS 1 - 3

SCALE: 1" = 30' - 0"

HOUSING UNIT 5

SCALE: 1" = 30' - 0"A0

PARTIAL ELEVATION

SCALE: 1/2" = 1'-0"A7

A0

NOTES:

NOTE 1 - REMOVE AND REPLACE THE SAND COLOR BRICK SOLDIER COURSE AT MID-LEVEL SOLDIER COURSE FOR THE DISTANCES INDICATED. REMOVE AND REPLACE THE BRICK IN 2'-0" INTERVALS IN 3 DIFFERENT PHASES IN ORDER TO MAINTAIN INTEGRITY OF

WALL.

NOTE 2 - REMOVE AND REPLACE THE DEFACED SAND COLOR BRICK IN THE MID-LEVEL SOLDIER COURSE. NUMBER OF BRICK ARE

INDICATED.

NOTE 3 - POINT ERODED MORTAR JOINTS IN THIS AREA - FOR BASIS OF BID FIGURE 3 TIMES THE LENGTH INDICATED.

NOTE 4 - REMOVE AND REPLACE SILL BRICK WITH NEW MATCHING EXISTING. NUMBER OF DAMAGED BRICK ARE INDICATED.

NOTE 5 - REMOVE AND REPLACE DAMAGED SAND COLOR BRICK AT SOLDER COURSE AT COPING FOR THE DISTANCE INDICATED.

NOTE 6 - REMOVE AND REPLACE DAMAGED SAND COLOR BRICK AT BASE SOLDIER COURSE. NUMBER OF BRICK ARE INDICATED.

NOTE 7 - REMOVE AND REPLACE DAMAGED RED BRICK IN WALL. NUMBER OF BRICK ARE INDICATED.

AT SILLS, CONTRACTOR SHALL FURNISH AND INSTALL NEW MATCHING SHAPED SILL BRICK. WINDOWS ARE 24" IN WIDTH WITH ONE

WINDOW EVERY 8'-0".

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

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

DETAIL ASSOCIATED 472/19540 FILE NUMBER DETAIL ASSOCIATED 472/19540 FILE NUMBER

ELEVATION ASSOCIATED 472/19540 FILE NUMBER

AutoCAD SHX Text

PROJECT NO: 1928

34625 26 MILE ROAD LENOX TOWNSHIP, MI 48048