Drawings 3 of 3 19535.pdf

STORM STORM STORM

S

TO

R M

S

TO

R M

S

TO

R M

S

TO

R M

S

TO

R M

S

TO

R M

GALVANIZED PIPE GUARDRAIL

EXPANSION

JOINT

GALVANIZED

PIPE

GUARDRAIL

AND

HANDRAIL

RETURN HANDRAIL

TO WALL

RETAINING

WALL

RETAINING WALL

1'-

RETURN HANDRAIL

TO WALL

24" SQ. OR ROUND CATCH

BASIN AND ADA GRATE

RIM = 839.60

8" INV. 836.60

NEW FROST

PORCH

RESTORE LAWN

GRADE AND SEED

RESTORE

LAWN

GRADE

AND SEED

NEW 6" REINF.

SIDEWALK

SEE DETAIL

2/A6 FOR

C.J. (CONTROL JT.) &

E.J. (EXPANSION JT.)

S

TO

RM

S

TO

RM

S

TO

RM

S

TO

RM

S

TO

RM

S

TO

RM

.6

FI

N

. F

LR

E X

IS

TI

N

G W

A

TE

R M

A

IN

V E R

IF

Y

NEW 6" CLEANOUT,

FOR FOUNDATION

DRAIN SEE DETAIL

4/A6

NEW 6" CLEANOUT, FOR

FOUNDATION DRAIN

SEE DETAIL 4/A6

REMOVE EXISTING 4"

FOUNDATION DRAIN

PIPE AT NEW RAMP

1.5

.9

1.5%

A6

A5

1sim

A6

A7

A7

3A&B

A7

3' -4

842.70

'-0

" R A

M P

5' -0

" L A

N D

IN

G

3' -8

(V

ER

IF

Y

7.

5%

7.

5%

841.14

839.64

841.14

841.20

A6

S W

A

LE

G R

A D

E A

S N

E C

E S

S A

R Y

FO

R

P O

S

IT

IV

E D

R A

IN

A

G E

S

LO

PE

REMOVE EXISTING METAL PAN

& CONCRETE 1/2 STAIR FLIGHT

& PORTION OF STAIR LANDING.

PATCH & PAINT EXISTING WALL.

1/4" IN 12" (2%)

MAXIMUM

CROSS SLOPE

OF SIDEWALK

5'-0"

S

LO

PE

'-0

" R A

M P

843.00

FIN. FLR.

.6

N E W

L F

" P

V C

S

TO

R M

P

IP

E N

E W

L F

" Ø

P V

C S

C H

EX

IS

T.

" Ø

S

TO

RM

S

EW

ER

A T

.0

S

LO

PE

E X

IS

T.

" Ø W

A

TE

R M

A

IN

EXIST. PAVING

ROAD TO BE OPERATIONAL

TO FACILITY THROUGHOUT

DURATION OF PROJECT.

RESTORE

LAWN

GRADE

AND

SEED

7 LF 6" Ø PVC SCH 40

@ 1% SLOPE

6" C O

E J

E J

E J

C J

E J

E J

E J

C J

C J

C J

E J

C J

E J

C J

C J

839.60

CUT AND REMOVE

SECTION OF EXISTING

STORM DRAIN FOR NEW

MAN HOLE STRUCTURE

5' -0

6'-0"

DASHED LINE INDICATES

CONSTRUCTION AREA LIMITS

& SILT FENCE

DASHED LINE INDICATES

CONSTRUCTION AREA LIMITS

10"

10"

LIMITS OF WORK & SILT FENCE

INV.

836.68

NEW MH 37.1 (5'-0" DIA.)

RIM = 842.10

EXIST. 36" INV. = 832.12

NEW 8" NW = 836.30

10"

INV. 836.48

A7

MAXIMUM

2% SLOPE

STORM

S

TO

R M

S

TO

R M

S

TO

R M

S

TO

R M

S

TO

R M

11' -0

S

TO

R M

S

TO

R M

S

TO

R M

S

TO

R M

TEMPORARY PATH

OF EGRESS

MIN. 3'-0" WIDE

M A

X 2%

S

LO

PE

EXIST. STAIRS

TO REMAIN

REMOVE EXISTING BALLARD WITH

MICROWAVE SENSORS.

REMOVE CABLE BACK TO JUNCTION BOX

IN BUILDING.

CAP CONDUIT AT EXTERIOR WALL.

S

TO

R M

S

TO

R M

STORM

S

TO

R M

S

TO

R M

STORM

S

TO

R M6" C O

EXPANSION

JOINT IN

WALL

CONNECT 6" FOUNDATION

DRAIN PIPE TO 6" PVC STORM

DRAIN, TYPICAL

M

IN

. 4 " B

R G

EA

E

N D

TCW

843.50

.8

843.50TCW

EXPANSION JOINT

EXPANSION JOINT IN WALL

TCW

843.50

MATCH TOP OF PAVEMENT

ELEVATION FOR WALK

TCW

843.50

NEW 6" CLEAN OUT,

FOR FOUNDATION

DRAIN SEE DETAIL

4/A6

NEW 6" CLEAN OUT,

FOR FOUNDATION

DRAIN SEE DETAIL

4/A6

11 LF @ 1 % 8" PVC PIPE

NEW 14 LF @ 1 %6" Ø PVC SCH 40

5 LF 4" Ø PVC SCH 40

@ 1% SLOPE

842.83 FG

FG

NOTE:

FG = FINISHED GRADE ELEVATION

TCW = TOP OF CONRETE WALL ELEVATION

FIN. FLR. = FINISHED FLOOR ELEVATION

E J

C J

E J

C J

MATCH TOP OF PAVEMENT

ELEVATION FOR WALK

MATCH TOP OF PAVEMENT

ELEVATION FOR WALK

SAWCUT EXISTING PAVEMENT

EDGE STRAIGHT FOR EXPANSION

JOINT MATERIAL INSTALLATION

SAWCUT EXISTING PAVEMENT

EDGE STRAIGHT FOR EXPANSION

JOINT MATERIAL INSTALLATION

FURNISH AND INSTALL NEW

6" STEEL BOLLARD - 48"

TALL WITH DOMED BOLLARD

COVER - SAFETY YELLOW

SEE DETAIL 5/A7

A WALL MAY EXIST AT

THIS LOCATION TO

SUPPORT STAIR AND

LANDING. IF SO, REMOVE

WALL.

CELL

CELL

CELL

CELL

CELL

CELL

CELL

CELL

CELL

CELL

CELL

CELL

CELL

CELL

CELL

CELL

CELL

CELL

CELL

CELL

CELL

CELL

CELL

CELL

CELL

CELL

CELL

CELL

CELL

CELL

CELL

CELL

CELL

CELL

CELL

CELL

CELL

CELL

CELL

CELL

CELL

CELL

CELL

CELL

CELL

CELL

CELL

CELL

CELL

CELL

CELL

CELL

CELL

CELL

CELL

CELL

CELL

CELL

CELL

CELL

SHOWER

SHOWER

STORM

S

TO

R M

S

TO

R M

S

TO

R M

S

TO

R M

X X X X X X X X X X X X X X X X X X X X X

X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X

X

X

X

X

X

X X

X X

X

X X X X X

X X X

X X

X X

STORM

X

REGRADE EXISTING LAWN. REMOVE

EXISTING RIDGE AND SLOPE GRADE

AWAY FROM BUILDING AT NO LESS

THAN 1% TO EXISTING LAWN.

UP TO 15'-0"

REW

ORK EXISTING

GRADING

UP TO 15'-0" REW

ORK

EXISTING GRADING

REGRADE EXISTING LAWN.

REMOVE EXISTING RIDGE

AND SLOPE GRADE AWAY

FROM BUILDING AT NO LESS

THAN 1% TO EXISTING LAWN.

128'-0" ±

'-0

X X

X X X X

X X X X

'-0

RE

W

ORK

E

XIS

TIN

G

GRA

DIN

G

15' -0

" R

EW

ORK

EX

IS

TIN

G G

RA

DNG

SEE SHEET A4

FOR DETAILS

NEW CONCRETE WALK

EXISTING GENERATOR

AND GENERATOR ENCLOSURE

EXISTING CONCRETE

SIDEWALK TO REMAIN

FRANKLIN HOUSING UNIT

MID-LEVEL CORE AREA

FRANKLIN HOUSING UNIT

LOW

ER LEVEL 'B W

ING'

FR

ANKL

IN

H

OUSIN

G U

NIT

LO

W

ER

L

EV

EL

'A

W

IN

G'

EXISTING ASPHALT

WALKING TRACK

TO REMAIN

EXISTING WATERMAIN

E X

IS

TI

N

G W

A

TE

R M

A

IN

EXISTING CONTROL FENCE

EXISTING PERIMETER FENCE

SW

ALE

SW

ALE

SW

ALE

S

TO

R M

EXIST. STAIRS TO REMAIN

REMOVE EXISTING DOOR

AND FRAME

REPAINT EXISTING

STAIRWELL.

NEW DOOR AND FRAME

NEW 6" REINFORCED CMU WALL

W/ #4 BARS VERTICAL AT 24" O.C.

GROUT CORES SOLID,

HORIZ. JOINT REINF. AT 16" O.C.

#4 DOWELS INTO FLOOR AT 24"

O.C. MAX. - BELOW LANDING AND

KNEE WALL ABOVE, PAINT

A6

1A

REMOVE EXISTING CONC.

AND METAL PAN STAIR

AND PART OF LANDING,

PATCH WALLS AND FLOOR

AS NECESSARY. REMOVE

EXISTING HANDRAILS

A5

1sim

A5

A5

SAWCUT EXISTING CMU &

BRICK FOR NEW DOOR

LOCATION, PATCH CMU &

BRICK TO MATCH

NEW LINTEL

NEW LINTEL

PATCH BRICK

TO MATCH

PATCH CONCRETE SLAB

AS NEEDED

SAWCUT EXISTING CMU &

BRICK FOR NEW DOOR

LOCATION, PATCH CMU &

BRICK TO MATCH

RECONSTRUCT PORTION

OF EXISTING EXTERIOR

WALL BETWEEN DOORS

NEW 6" REINF. CONC. SLAB

ON GRADE MAY BE

REQUIRED (MATCH

RAMP/WALK DESIGN)

REWORK EXISTING CONCRETE

THRESHOLD FOR NEW CONDITION

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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A3

RELEASED FOR BIDS 01/18/22

OWNER REVIEW 01/04/22

OWNER REVIEW 10/20/21

ESSEX AND FRANKLIN

LOWER LEVEL PLANS

THUMB CORRECTIONAL

FACILITY - Ramps & Related Infrastructure Improvements

FILE NO. 472/19535.MAA

ACCT NO. 472TCFMaintProj

ESSEX - LOWER LEVEL PLAN

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

FRANKLIN - LOWER LEVEL PLAN

SCALE: 1" = 20'-0"

STAIR DETAIL

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

A3

A3

A5

AutoCAD SHX Text

PROJECT NO: 2003

AutoCAD SHX Text 3225 John Conley Drive Lapeer, MI 48446

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

2x31

2x5

16 GALV. ANGLE LINTEL

WITH 21

2x21

2x5

16 GALV. CLOSURE

ANGLE, WELD TO LINTEL.

CONTINUOUS SEALANT

SAWCUT A GROOVE

IN EXISTING BLOCK

FOR NEW LINTEL

NEW BACK-TO-BACK

2x31 2x5

16 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.

DRILL NEW WEEP HOLES IN MORTAR JOINT

AT 24" O.C. MAX.

EXISTING CMU

CUT AND REMOVE EXISTING CAVITY

INSULATION FOR NEW DOOR OPENING

REPAINT WALL

6" ± 4'-05 8" 1' 7 5 8" ±

EXISTING

DOOR OPENING

7" ±

PATCH BRICK AT JAMBS, RETURN BRICK TO BLOCK BACK UP.

USE SALVAGED BRICK OR FACILITY SUPPLIED BRICK

TOOTH BRICK INTO EXISTING

CONTINUOUS SEALANT

NEW INSULATED HOLLOW METAL DOOR

SAW CUT AND REMOVE EXISTING MASONRY WALL

FOR NEW DOOR OPENING. PATCH EXISTING MASONRY

AS REQUIRED. REPLACE ANY LOOSE MASONRY UNITS.

1 12 ±

1'-2

EXISTING MASONRY

WALL TO REMAIN

1'- 2"

EXISTING H.M.

DOOR & FRAME

TO REMAIN

NEW 6" CONCRETE MASONRY WALL

BELOW MID LEVEL LANDING. NEW 6" CMU

WALL FROM LANDING TO ROOF DECK3'-4 3

8 " ±

SAW CUT AND REMOVE EXISTING LANDING ALONG FACE

OF WALL. PATCH & PARGE TO COVER STEEL FRAMING

& DECK BY 3 4". FINISH PARGE FLUSH WITH FACE OF WALL.

A5

1'- 2"

CONTINUOUS SEALANT

NEW INSULATED

HOLLOW METAL

DOOR

SAW CUT AND

REMOVE EXISTING

MASONRY WALL

FOR NEW DOOR

OPENING.

EXISTING MASONRY WALL

TO REMAIN

3'-4 3 8" ± NEW OPENING

PATCH BRICK AT JAMBS,

RETURN BRICK TO BLOCK.

TOOTH BRICK INTO EXISTING

1 1 2" ±

EXISTING CONCRETE SLAB

NEW CONCRETE MASONRY

WALL

#4 BAR VERTICAL @24" O.C.

DOWEL INTO EXISTING CONCRETE

FLOOR AND LANDING.

EXISTING CONCRETE FLOOR SLAB

TO REMAIN

PATCH AND GRIND CONCRETE

FACE SMOOTH

SAW CUT & REMOVE EXISTING

FLOOR SLAB

4' -0

#4 BAR VERTICAL @ 24" O.C.

DOWEL INTO EXISTING CONC.

FLOOR SLAB

NEW 6" CONCRETE MASONRY

GROUTED SOLID AT VERTICAL

REINFORCEMENT

4' -4

7'-

FI

EL

D V

ER

IF

Y

EXISTING CONCRETE FLOOR SLAB

REMOVE EXISTING

CONCRETE PAN STAIR

AND LANDING.

PATCH WALLS TO MATCH

EXISTING. PAINT

A5

2A5

4 | 5

SET THRESHOLD IN

CONTINUOUS BED OF

SEALANT

NEW H.M. DOOR AND FRAME

DEADLOCK

PANIC DEVICE

3'-0" or 3'-8"

REPAINT

WALL

NEW EXIT SIGN

EXISTING CONC. MASONRY

WALL TO REMAIN

PATCH

CONCRETE

'-0

4'

-0

A5

EXISTING MID

LEVEL LANDING

6" CMU KNEE WALL,

GROUT SOLID WITH #4 BARS

AT MIN. 24" O.C.

HORIZ. JT. REINF. AT 16" O.C.

6" THICK x 4" HIGH

CMU CAP

EXISTING EXIT SIGN

TO REMAIN

NEW RIGID CONDUIT

ATTACH TO WALL WITH

DOUBLE STRAP ANCHORS

AT 36" O.C. MAX.

EXISTING MASONRY

WALL TO REMAIN

NEW OR EXIST.

DOOR & FRAME

#4 DOWEL, MIN. 6" INTO

CONCRETE FLOOR

RECESSED DOOR POSITION

SWITCH, CONNECT TO

EXIST. STAIR DOOR POS. SW.

A5

SEE DETAIL 2/A5

SAWCUT & REMOVE EXIST.

MASONRY WALL FOR

NEW DOOR & FRAME

REMOVE EXISTING STAIRS & LANDING

NEW RUBBER TILE FLOORING TO MATCH EXISTING

EXISTING CONCRETE SLAB TO REMAIN

EXISTING RUBBER

TILE TO REMAIN

NEW THRESHOLD, SET IN BED OF SEALANT

NEW FROST PORCH/RAMP LANDING

REWORK EXTERIOR WALL.

INSTALL NEW REINFORCED

CMU WALL BETWEEN DOORS.

MIN. 2 #4 BARS VERTICAL

AND CORES GROUTED SOLID

FROM MIDLEVEL LANDING

TO DOOR LINTEL.

NEW 6" MASONRY KNEE

WALL, ALIGN WITH EXISTING

WALL

NEW 6" MASONRY WALL

BELOW LANDING

REWORK BRICK AT JAMBS,

RETURN BRICK TO BLOCK.

REMOVE EXISTING H.M.

DOOR AND FRAME

NEW LINTEL, BEAR MIN. 4" ON

MASONRY EACH SIDE

115 8"

NEW INSULATED

HOLLOW METAL

DOOR

NEW 6" BULLNOSED

CONCRETE CAP UNIT

EXTEND DOWEL INTO CAP

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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A5

RELEASED FOR BIDS 01/18/22

OWNER REVIEW 01/04/22

OWNER REVIEW 10/20/21

SECTION DETAILS

THUMB CORRECTIONAL

FACILITY - Ramps & Related Infrastructure Improvements

FILE NO. 472/19535.MAA

ACCT NO. 472TCFMaintProj

DOOR JAMB DETAIL

SCALE: 1 1/2" = 1'-0"A5

DOOR HEAD DETAIL

SCALE: 3" = 1'-0"A5

DOOR JAMB DETAIL

SCALE: 1 1/2" = 1'-0"A5

WALL SECTION

SCALE: 1 1/2" = 1'-0"A5

3 DOOR ELEVATION

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

ESSEX AUBURN & CORD

STAIR SECTION

SCALE: 3/4" = 1'-0"A5

A5

AutoCAD SHX Text

PROJECT NO: 2003

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

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 OR ASPHALT

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

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

EXISTING FOOTING

FIELD VERIFY DEPTH

2"

SAWCUT JOINT

8" to 3 16" 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

FOOTING WITH #4 DOWEL AT 16" O.C. -

MIN. 6" INTO FOOTING & MIN. 18" INTO

FROST PORCH

EXPANSION JOINT MATERIAL

EXISTING FOUNDATION

WALL TO REMAIN

REMOVE OUTER CMU BLOCK AND REPLACE

WITH BRICK TO MATCH THE EXISTING BRICK

ABOVE (ONLY WITHIN EXPOSED LANDING

AREA. INSTALL WEEPS ABOVE THE LANDING.

2' -8

EXISTING BRICK TO REMAIN

EXISTING CONC.

MASONRY TO

REMAIN

DO NOT UNDERMINE

EXISTING FOOTING

FROST PORCH EXCAVATION

MAY EXTEND NO MORE THAN

8" UNDER FOOTING.

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 OR GALVANIZED STEEL

ADA COMPLIANT TRENCH DRAIN GRATES

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

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

SOIL EROSION AND SEDIMENTATION CONTROL

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.

13. PROVIDE GROUND PENETRATING RADAR & OTHER MEANS REQUIRED TO LOCATE ALL

UNDERGROUND UTILITIES, TELEPHONE, INTERNET, ETC., WITHIN THE CONSTRUCTION AREA. PROVIDE & MAINTAIN STAKE MARKERS WITH UTILITY & SERVICE DESIGNATIONS PRIOR TO ANY WORK & FOR THE

PROJECT'S DURATION.

SPECIFICATION AND GENERAL NOTES:

A. 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.

B. EXTERIOR LIGHT FIXTURE: KENALL MODEL "HERCULUX" H99DSD-PP-DB-25L40K-DV-BPC OR

EQUAL OF ANOTHER BRAND. LED, HEAVY-DUTY DIE-CAST LOW-COPPER ALUMINUM

HOUSING, INTERLOCKING POLYCARBONATE LENS. FINISH: DARK BRONZE. LAMP: 25W 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.

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 AND 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. 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.

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

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

H. TRENCH DRAIN: NDS DURA SLOPE OR EQUAL. 6" OUTSIDE DIMENSION AND 4" INSIDE

DIMENSION, MOLDED STRUCTURAL POLYETHYLENE WITH UV INHIBITORS. 4" PIPE

CONNECTION AT BASE OR END. STAINLESS STEEL OR GALVANIZED STEEL (G90 OR

GREATER), ADA COMPLIANT GRATE WITH SCREW ATTACHMENT. USE STAINLESS STEEL

HEX-PIN SECURITY HEAD SCREWS.

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 01/18/22

OWNER REVIEW 01/04/22

OWNER REVIEW 10/20/21

SECTION DETAILS

THUMB CORRECTIONAL

FACILITY - Ramps & Related Infrastructure Improvements

FILE NO. 472/19535.MAA

ACCT NO. 472TCFMaintProj

SIDEWALK CONT. & EXP. JOINT DETAILS

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

SIDEWALK / EXISTING WALK DETAIL

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

A1

3SIDEWALK / FROST PORCH DETAIL

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

1B

STORM STRUCTURE DETAIL

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

7 EROSION CONTROL DETAILS

NO SCALE

A1

TRENCH DRAIN DETAIL

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

5CLEAN-OUT DETAIL

NO SCALEA1,2,3

4 TOP LANDING RAMP SECTION

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

BUILDING / FROST PORCH

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

1A

AutoCAD SHX Text

PROJECT NO: 2003

3' -6

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" A N

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1'-0"

1'-

4'-6"

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IN

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" A N

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'-6

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. 6

INSERT SS SLEEVE IN CONCRETE WALL

OR CORE DRILL CONCRETE WALL FOR

POST, ANCHOR POST WITH NON-SHRINK,

OR 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

4" FOUNDATION DRAIN

STONE DRAINAGE

FILL

#4 BARS

EACH WAY BOT.

112" Ø GALV. STANDARD PIPE RAIL ON BRACKETS

10"

3' -0

TY

PI

C A

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112" 10"

1'-0"

1'-

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

MAX. 4" SPACE

BETWEEN BRICK

AT RAILING

3' -6

3' -8

1'-

2"

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 OR CORE DRILL WALL

AT EACH POST LOCATION

GEOTEXTILE FABRIC

GRANULAR FILL

STONE DRAINAGE

FILL

4" FOUNDATION

DRAIN

24" ROUND OR

SQ. CATCH BASIN

AND GRATE

24" ROUND OR 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 BOTTOM

RIGID INSULATION BOARD

COMPACT EXISTING SOIL TO 95% DENSITY

REMOVE AND REROUTE EXISTING

FOUNDATION DRAIN AT NEW RAMP

EXISTING FOOTING

FIELD VERIFY DEPTH

MASS POUR FROST PORCH

1'-0"

1 12" STANDARD GALV. PIPE RAILING WITH

MIN. 12" SOLID GALV. STEEL RODS

SAWCUT EXISTING CMU AND

BRICK FOR NEW DOOR

OPENING. PATCH CMU AS

NEEDED. REMOVE OUTER

CMU AND PATCH WITH BRICK

TO MATCH EXISTSING.

'-0

NEW EXTERIOR LIGHT FIXTURE

CENTERED OVER NEW EXIT DOOR

NEW EXIT SIGN

NEW CONDUIT FROM NEW EXIT SIGN

TO EXISTING EXIT SIGN, PAINT TO

MATCH WALL

PATCH CMU WHERE NEW

CONDUIT PENETRATES WALL

AND SEAL,

PAINT WALL AND CONDUIT

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 FOOTING WITH #4

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

EXISTING FOUNDATION WALL

AND FOOTING TO REMAIN

A5

A5

4 | 5

2"

2' -7

1 2"

2"

2' -7

1 2"

1 12" STANDARD GALV. PIPE RAILING WITH

MIN. 12" SOLID GALV. STEEL RODS

(SQUARE OR ROUND) AT 3 3 4" O.C.

MAX. 8"

3'

-6

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" A N

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INSERT SS SLEEVE IN CONCRETE WALL OR CORE DRILL

CONCRETE WALL FOR POST, ANCHOR POST WITH

NON-SHRINK, ON-METALLIC GROUT OR ANCHORING CEMENT

#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 6"

CONCRETE

SLAB

#4 BARS

EACH WAY BOT.

112" Ø GALV. STANDARD PIPE RAIL ON BRACKETS

10" 112"

APPLY SEALANT AROUND PIPE IN SLEEVE, TYPICAL

2"

2' -7

1 2"

1 12" STANDARD GALV. PIPE RAILING WITH

MIN. 12" SOLID GALV. STEEL RODS

(SQUARE OR ROUND) AT 3 3 4" O.C.

4'-6"

7" 3'

-0

FROST PORCH SLAB WITH 6x6 W2.1xW2.1 WWF 1"x26ga METAL FORM

1'-0"

#4 DOWELS AT 24" O.C.

2" AIR SPACE

#4 BAR CONTINUOUS TOP

AND BOTTOM

8" COMPACTED STRUCTURAL FILL

GEOTEXTILE FABRIC

4" FOUNDATION DRAIN

STONE DRAINAGE

FILL

2" STYROFOAM OR EXPANSION

JOINT MATERIAL

CONTINUOUS SEALANT

NOTE:

CONTRACTOR MAY POUR FROST

PORCH WITH A MASS POUR.

3' -0

4'

-0

1'-

HDPE DOMED BOLLARD COVER

COLOR: SAFETY YELLOW

6" STANDARD GALV. STEEL PIPE

FILL WITH CONCRETE

SEALANT OVER EXPANSION JOINT

MATERIAL

1'-6"

#4 BAR VERTICAL

IN EACH CORNER

#3 STIRRUPS AT

12" O.C.

EXTEND #4 BAR

INTO FOOTING OR

INSTALL #4 DOWEL

SAWCUT EXISTING ASPHALT

FOR BOLLARD

NEW CONCRETE

WALK, WHERE

OCCURS

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 01/18/22

OWNER REVIEW 01/04/22

OWNER REVIEW 10/20/21

SECTION DETAILS

THUMB CORRECTIONAL

FACILITY - Ramps & Related Infrastructure Improvements

FILE NO. 472/19535.MAA

ACCT NO. 472TCFMaintProj

SHORT WALL SECTION

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

1TALL WALL SECTION

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

2RAMP LANDING/DOOR SECTION

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

3A

TALL WALL SECTION AND FROST PORCH

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

RAMP LANDING/WALL SECTION

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

3B

BOLLARD DETAIL

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

AutoCAD SHX Text

PROJECT NO: 2003