DNR Fort Wilkins SP Lighthouse Masonry #751-16198_RAA-Bid Plans.pdf

P L U R I B U E

S U N U M

C I R C U M S P I C E

SI QU EREI S PE N I NSUL AM AMOEN

AM

DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

STATE OF MICHIGAN

ROBERT C. HALL, RA, NCARB, DIRECTOR

FACILITIES AND BUSINESS SERVICES ADMINISTRATION

DESIGN AND CONSTRUCTION DIVISION

33 G5

30 65

17 139

55 52

CEDARVILLE

HESSEL

WHITEFISH

POINT

SAULT

STE

MARIE

NATIONAL PARK

ISLE ROYALE

NORWAY

MARENISCO

WHITE PINE

BERGLAND

NEWBERRY

SILVER

CITY

BESSEMER

IRONWOOD

WAKEFIELD

GREEN BAY

GWINN

HERMANSVILLE

MENOMINEE

IRON MOUNTAIN

VULCAN

CASPIAN

TROUT

WATERSMEET

CREEK

CROSSING

MASS

CITY

BRUCE

ONTONAGON

ROCKLAND BARAGA

ARNHEIM

CRYSTAL

FALLS

ISHPEMING

MICHIGAMME

L'ANSE

AURA

SKANEE

MARQUETTE

NEGAUNEE

MANISTIQUE

ESCANABA

FAYETTE

GARDEN

MUNISING

CURTIS

CITY

GOULD

HARBOR

CALUMET

RIPLEY

HOUGHTON

CHASSELL

HANCOCK

DELAWARE

LAKE

LINDEN

LAURIUM

EAGLE

HARBOR

COPPER

MACKINAC

ISLAND

IGNACE

ST

INDIAN

RIVER

CHEBOYGAN

MACKINAW CITY

PELSTON

ONAWAY

GAYLORD

PETOSKEY

CHARLEVOIX

MANCELONA

KALKASKA

TRAVERSE

CITY

EMPIRE

ELBERTA

ARCADIA

MANISTEE

SCOTTVILLE

BALDWINLUDINGTON

SHELBY

BIG RAPIDS

MOUNT

PLEASANT

CADILLAC

GRAYLING

EAST

TAWAS

ROSCOMMON

LACHINE ALPENA

WOLVERINE

ATLANTA

ROGERS CITY

ALANSON

CROSS

VILLAGE

BOYNE CITY

BELLAIRE

JORDAN

E.

EASTPORT

NORTHPORT

LELAND

BUCKLEY

FIFE

LAKE

FRANKFORT

MESICK

MANTON

BEAR

LAKE

LILLEY

HESPERIA

WHITE

CLOUD

EVART

REMUS

MIDLAND

SAGINAW

BAY

CITY

HARRISVILLE

CURRAN

MIO

OSCODA

TAWAS CITY

WEST

BRANCH

STANDISH

GLADWIN

McBAIN

LAKE CITY

CLARE

CARO

TROUT LAKE

BREVORT

IRON RIVERBRULE

WASHBURN

POPLAR

ASHLAND

PORT WING BAYFIELD

ODARRAH

MELLEN

UPSON

HURLEY

GLIDDEN

PARK FALLS

CLAM LAKE

MERCER

PRESQUE

ISLE

LAND O'LAKES

EAGLE

RIVER

PHELPS

FLORENCE

NIAGRA

CRANDON

SUPERIOR

HAYWARD

MINONG

CABLE

SHELL LAKE

GRANTSBURG

BALSAM

LAKE BARRON

MENOMONIE

DURAND

ALMA

WHITEHALL

BLACK

RIVER

FALLS

SPARTA

LA CROSSE

FRIENDSHIP

MONTELLO

WAUTOMA

GREEN

LAKE

FOND DU LAC

OSHKOSH

APPLETON

DE PERE

GREEN BAY

KEWAUNEE

STURGEON BAY

MARINETTE

OCONTO

SHAWANO

KESHENA

WAUSAU

STEVENS

POINT

WAUPACA

RHINELANDERPHILIPS

MEDFORD

MERRILL

ANTIGO

EAU CLARE

LADYSMITH

THREE

LAKES

MICHIGAN

WISCONSIN

LAKE

MICHIGAN

LAKE

SUPERIOR

HURON

LAKE

100 PORTAGE STREET

HOUGHTON, MI 49931

(906) 482-4810

424 SOUTH PINE STREET

ISHPEMING, MI 49849

(906) 485-1011

707 ASHMUN ST.

SAULT STE. MARIE, MI 49783

(906) 635-0511

ENGINEERING

ARCHITECTURE

PLANNING

SURVEYING

ENVIRONMENTAL

1701 DUNLAP AVE. SUITE B

MARINETTE, WI 54143

(715) 732-4188

2906 N. STEPHENSON AVE. SUITE 2

IRON MOUNTAIN, MI 49801

(906) 563-5407

PROJECT TITLE:

OWNER:

PROJECT LOCATION:

PROJECT NO:

DRAWN BY:

CHECKED:

APPROVED:

1 2 3 4 5

1 2 3 4 5

D

C

B

A

D

C

B

A

© U.P. Engineers & Architects, Inc.

DESIGNED BY:

DATE:ISSUED FOR:

P:

\M

-1

D

TM

B- M

D N

R -F or t W ilk in s Li gh th ou se

M as on ry

\D w gs \L ig ht ho us e\ M

-1

-L ig ht ho us e_

.rv t

6/

/2

3:

:1

PM

LIGHTHOUSE AND RESIDENCE MASONRY REPAIRS

FORT WILKINS HISTORIC STATE PARK

COPPER HARBOR, MICHIGAN

G001

COVER SHEET

LIGHTHOUSE AND

RESIDENCE

MASONRY

REPAIRS

FORT WILKINS

HISTORIC STATE

PARK

COPPER HARBOR,

MICHIGAN

M12-16472

MEL

KRC

KRC

KRC

SHEET INDEX

NUMBER SHEET NAME

G001 COVER SHEET

AL101 SITE PLAN AND LIGHTHOUSE FLOOR PLAN

AL201 LIGHTHOUSE EXTERIOR ELEVATIONS

AL202 LIGHTHOUSE EXTERIOR ELEVATIONS

AR101 RESIDENCE FLOOR PLAN

AR201 RESIDENCE EXTERIOR ELEVATIONS

FILE #751 / 16198 RAA, INDEX #51023FORT WILKINS

HISTORIC STATE PARK

VICINITY MAP SITE PHOTO

FILE NO.: 751 / 16198 RAA INDEX # 51023

PROJECT SITE

Private Road

CONTRACTOR ACCESS

ROUTE VIA WOODLAND RD.

OFF OF US-41

50% REVIEW 1-31-2017

90% REVIEW 9-15-2017

95% REVIEW 11-22-2017

100% DRAWINGS 6-7-2019

BID SET 6-24-2019

S U N U M

C I R C U M S P I C E

SI QU EREI S PE N I NSUL AM AMOE N

AM

DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

STATE OF MICHIGAN

ROBERT C. HALL, RA, NCARB, DIRECTOR

FACILITIES AND BUSINESS SERVICES ADMINISTRATION

DESIGN AND CONSTRUCTION DIVISION

UP

STONE

WALLTOWER LIGHT

LIGHTHOUSE

RES

IDE

NC

E

LIGHTHOUSE

TOUR DOCK

COPPER HARBOR TWO RUT ROAD

FENCE

TREE LINE

AL202A3

AL201 A3

1' - 6" 24' - 1" 1' - 5"

7'

1"

0"

8' - 10" 9' - 4" 8' - 10"

27' - 0"

7'

1"

0"

AL202

A1

Bedroom Hall

Oilroom

Clos. Pantry

Parlor

Cellar Woodshed

Entry

AL201

A1

LIGHTHOUSE

RESIDENCE

PARKING AND

STAGING AREA

Lake Superior

GENERAL NOTE:

RESTORE ALL ACCESS AND

STAGING AREAS TO LIKE OR

BETTER CONDITION AT

CONCLUSION OF PROJECT.

ENGINEERING

ARCHITECTURE

PLANNING

SURVEYING

ENVIRONMENTAL

PROJECT TITLE:

OWNER:

PROJECT LOCATION:

PROJECT NO:

DRAWN BY:

CHECKED:

APPROVED:

1 2 3 4 5

1 2 3 4 5

D

C

B

A

D

C

B

A

© U.P. Engineers & Architects, Inc.

DESIGNED BY:

DATE:ISSUED FOR:

100 PORTAGE STREET

HOUGHTON, MI 49931

(906) 482-4810

424 SOUTH PINE STREET

ISHPEMING, MI 49849

(906) 485-1011

707 ASHMUN ST.

SAULT STE. MARIE, MI 49783

(906) 635-0511

1701 DUNLAP AVE. SUITE B

MARINETTE, WI 54143

(715) 732-4188

2906 N. STEPHENSON AVE. SUITE 2

IRON MOUNTAIN, MI 49801

(906) 563-5407

P:

\M

-1

D

TM

B- M

D N

R -F or t W ilk in s Li gh th ou se

M as on ry

\D w gs \L ig ht ho us e\ M

-1

-L ig ht ho us e_

.rv t

6/

/2

3:

:5

PM

AL101

SITE PLAN AND

LIGHTHOUSE FLOOR

PLAN

LIGHTHOUSE AND

RESIDENCE

MASONRY

REPAIRS

FORT WILKINS

HISTORIC STATE

PARK

COPPER

HARBOR,

MICHIGAN

M12-16472

MEL

KRC

KRC

KRC

1/8" = 1'-0"A5 FIRST FLOOR

1" = 40'-0"A1 SITE PLAN

50% REVIEW 1-31-2017

90% REVIEW 9-15-2017

95% REVIEW 11-22-2017

S U N U M

C I R C U M S P I C E

SI QU EREI S PE N I NSUL AM AMOEN

AM

DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

STATE OF MICHIGAN

ROBERT C. HALL, RA, NCARB, DIRECTOR

FACILITIES AND BUSINESS SERVICES ADMINISTRATION

DESIGN AND CONSTRUCTION DIVISION

EXISTING WOOD

ENCLOSURE FOR

DOWNSPOUT

PHOTO 9 CHIMNEY [30]

25 YELLOW

5 ORANGE

PHOTO 2 STAIR TOWER [34]

29 YELLOW

5 ORANGE

PHOTO 1 [5]

2 YELLOW

3 ORANGE

SHED FACE AND FLANKING

AREAS OF PRIMARY WALL [50]

41 YELLOW

9 ORANGE

0"

27' - 0" 1' - 6" 24' - 0" 1' - 6"

7'

PHOTO 6

AREA OF MAJOR WORK

3'

7" 3'

0"

8'

0" 12

EXISTING WOOD

ELEC. CHASE

EX. VENT

PHOTO 7

AREAS OF

MAJOR WORK

PHOTO 3

AREA OF MAJOR WORK

BRICK [110]

91 YELLOW

19 ORANGE

MAJOR REPOINTING

BRICK [71]

59 YELLOW

12 ORANGE

11' - 10" 29' - 3" 8' - 1"

BRICK [152]

124 YELLOW

28 ORANGE

BRICK [18]

15 YELLOW

3 ORANGE

AREA OF MAJOR REPOINTING AND REPAIR

INCLUDES BRICK REPLACEMENT AND

REPOINTING

[xx] = APPROXIMATE NUMBER OF

BRICKS TO REPLACE.

QUANTITIES OF BRICKS IDENTIFIED FOR

REPLACMENT AND REPOINTING ARE PROVIDED

AS MINIMUMS.

KEY ON ELEVATION SHEETS

ENGINEERING

ARCHITECTURE

PLANNING

SURVEYING

ENVIRONMENTAL

PROJECT TITLE:

OWNER:

PROJECT LOCATION:

PROJECT NO:

DRAWN BY:

CHECKED:

APPROVED:

1 2 3 4 5

1 2 3 4 5

D

C

B

A

D

C

B

A

© U.P. Engineers & Architects, Inc.

DESIGNED BY:

DATE:ISSUED FOR:

100 PORTAGE STREET

HOUGHTON, MI 49931

(906) 482-4810

424 SOUTH PINE STREET

ISHPEMING, MI 49849

(906) 485-1011

707 ASHMUN ST.

SAULT STE. MARIE, MI 49783

(906) 635-0511

1701 DUNLAP AVE. SUITE B

MARINETTE, WI 54143

(715) 732-4188

2906 N. STEPHENSON AVE. SUITE 2

IRON MOUNTAIN, MI 49801

(906) 563-5407

P:

\M

-1

D

TM

B- M

D N

R -F or t W ilk in s Li gh th ou se

M as on ry

\D w gs \L ig ht ho us e\ M

-1

-L ig ht ho us e_

.rv t

6/

/2

3:

:0

PM

AL201

LIGHTHOUSE EXTERIOR

ELEVATIONS

LIGHTHOUSE AND

RESIDENCE

MASONRY

REPAIRS

FORT WILKINS

HISTORIC STATE

PARK

COPPER

HARBOR,

MICHIGAN

M12-16472

MEL

KRC

KRC

KRC

1/4" = 1'-0"A1 EAST ELEVATION

1/4" = 1'-0"A3 NORTH ELEVATION

-6 PHOTO.

-5 PHOTO

-3 PHOTO

-8 PHOTO

-7 PHOTO

-4 PHOTO

-1 PHOTO

-2 PHOTO

-9 PHOTO

TOTAL THIS ELEVATION:

BASE BID: REPLACE BRICKS [119]

YELLOW 97

ORANGE 22

REPOINT 126 S.F.

TOTAL THIS ELEVATION:

BASE BID: REPLACE BRICKS [333]

274 YELLOW

59 ORANGE

REPOINT 150 S.F.

50% REVIEW 1-31-2017

90% REVIEW 9-15-2017

95% REVIEW 11-22-2017

S U N U M

C I R C U M S P I C E

SI QU EREI S PE N I NSUL AM AMOEN

AM

DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

STATE OF MICHIGAN

ROBERT C. HALL, RA, NCARB, DIRECTOR

FACILITIES AND BUSINESS SERVICES ADMINISTRATION

DESIGN AND CONSTRUCTION DIVISION

PHOTO 7

PHOTO 4

PHOTO 6

EXISTING WOOD

ENCLOSURE - VENT

IN CONC. PHOTO 5 VENT IN CONC.

ST

O

N E

M

AS

O N

R Y

S

TO

N E

BA

N

D

BR

IC

K M

AS

O

N R

Y

PATCH STONE8' - 1" 29' - 3" 11' - 10"

7'

BRICK [24]

20 YELLOW

4 ORANGE

BRICK [44]

27 YELLOW

17 ORANGE

BRICK [66]

49 YELLOW

17 ORANGE

BRICK [136]

113 YELLOW

23 ORANGE

3'

8"

PHOTO 2

PHOTO 3

PHOTO 1

5'

8' - 10" 9' - 4" 8' - 9"

BRICK [33]

27 YELLOW

6 ORANGE

BRICK [69]

53 YELLOW

16 ORANGE

AREA OF MAJOR REPOINTING AND REPAIR

INCLUDES BRICK REPLACEMENT AND

REPOINTING

[xx] = APPROXIMATE NUMBER OF

BRICKS TO REPLACE.

QUANTITIES OF BRICKS IDENTIFIED FOR

REPLACMENT AND REPOINTING ARE PROVIDED

AS MINIMUMS.

KEY ON ELEVATION SHEETS

ENGINEERING

ARCHITECTURE

PLANNING

SURVEYING

ENVIRONMENTAL

PROJECT TITLE:

OWNER:

PROJECT LOCATION:

PROJECT NO:

DRAWN BY:

CHECKED:

APPROVED:

1 2 3 4 5

1 2 3 4 5

D

C

B

A

D

C

B

A

© U.P. Engineers & Architects, Inc.

DESIGNED BY:

DATE:ISSUED FOR:

100 PORTAGE STREET

HOUGHTON, MI 49931

(906) 482-4810

424 SOUTH PINE STREET

ISHPEMING, MI 49849

(906) 485-1011

707 ASHMUN ST.

SAULT STE. MARIE, MI 49783

(906) 635-0511

1701 DUNLAP AVE. SUITE B

MARINETTE, WI 54143

(715) 732-4188

2906 N. STEPHENSON AVE. SUITE 2

IRON MOUNTAIN, MI 49801

(906) 563-5407

P:

\M

-1

D

TM

B- M

D N

R -F or t W ilk in s Li gh th ou se

M as on ry

\D w gs \L ig ht ho us e\ M

-1

-L ig ht ho us e_

.rv t

6/

/2

3:

:1

PM

AL202

LIGHTHOUSE EXTERIOR

ELEVATIONS

LIGHTHOUSE AND

RESIDENCE

MASONRY

REPAIRS

FORT WILKINS

HISTORIC STATE

PARK

COPPER

HARBOR,

MICHIGAN

M12-16472

MEL

KRC

KRC

KRC

1/4" = 1'-0"A3 SOUTH ELEVATION

1/4" = 1'-0"A1 WEST ELEVATION

-1 PHOTO

-2 PHOTO

-3 PHOTO

-5 PHOTO

-4 PHOTO

-6 PHOTO

-7 PHOTO

TOTAL THIS ELEVATION:

BASE BID: REPLACE BRICKS [102]

YELLOW [80]

ORANGE [22]

REPOINT 110 S.F.

TOTAL THIS ELEVATION:

BASE BID: REPLACE BRICKS [270]

YELLOW [209]

ORANGE [61]

REPOINT 210 S.F.

50% REVIEW 1-31-2017

90% REVIEW 9-15-2017

95% REVIEW 11-22-2017

S U N U M

C I R C U M S P I C E

SI QU EREI S PE N I NSUL AM AMOEN

AM

DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

STATE OF MICHIGAN

ROBERT C. HALL, RA, NCARB, DIRECTOR

FACILITIES AND BUSINESS SERVICES ADMINISTRATION

DESIGN AND CONSTRUCTION DIVISION

UP

UP

DN

20' - 0"

20' - 0"

15' - 7"

8'

0"

EX. WOOD DECK

Pantry

Kitchen

AR201

C3

AR201 C1

AR201

A3

AR201A1

1'

8"

EXISTING

RAMP

TO GRADE

EXISTING TIMBER

SEPARATED FROM

STRUCTURE AT

BASE

Living Room

AR101

A1

AR101

A1

SIM.

EXISTING RUBBLE WALL

EXISTING TIMBER

2 1/4"2"

1/4" THICK BASE

PLATE & SIDE

GUSSETS

1/2" Ø HOLE EA.

SIDE FOR 3/8" x 3"

GALV. EXP. BOLT &

WASHER

GRADE

NEW CONCRETE

PIER (2 L+ 2") x (2w + 1")

(3) #3 TIES EQ. SPACING

TO BOTTOM OF RUBBLE

WALL / ROCK (42" MIN.)

(4) #4 BARS VERTICAL

1/

4"

2 W + 1"

EQ EQ

1/

4"

W

L

2L

L & W TO MATCH TIMBER

PROCESS

1. CUT TIMBER TO SOLID WOOD

2. FORM & POUR PIER

3. SLIDE IN BASE PLATE FROM SIDE / FRONT

4. DRILL & INSTALL ANCHORS

APPROX. BEDROCK

ELEVATION

3/4" HOLE

PAINT TIMBER BRACE

SET TIMBER AS CLOSE AS POSSIBLE TO

RUBBLE WALL WITHOUT DEFLECTING TIMBER

OR APPLYING EXCESSIVE LOAD TO EXISTING

CONNECTIONS OR RUBBLE WALL.

ENGINEERING

ARCHITECTURE

PLANNING

SURVEYING

ENVIRONMENTAL

PROJECT TITLE:

OWNER:

PROJECT LOCATION:

PROJECT NO:

DRAWN BY:

CHECKED:

APPROVED:

1 2 3 4 5

1 2 3 4 5

D

C

B

A

D

C

B

A

© U.P. Engineers & Architects, Inc.

DESIGNED BY:

DATE:ISSUED FOR:

100 PORTAGE STREET

HOUGHTON, MI 49931

(906) 482-4810

424 SOUTH PINE STREET

ISHPEMING, MI 49849

(906) 485-1011

707 ASHMUN ST.

SAULT STE. MARIE, MI 49783

(906) 635-0511

1701 DUNLAP AVE. SUITE B

MARINETTE, WI 54143

(715) 732-4188

2906 N. STEPHENSON AVE. SUITE 2

IRON MOUNTAIN, MI 49801

(906) 563-5407

P:

\M

-1

D

TM

B- M

D N

R -F or t W ilk in s Li gh th ou se

M as on ry

\D w gs \R es id en ce

\M

-1

-R es id en ce

.rv t

6/

/2

3:

:0

PM

AR101

RESIDENCE FLOOR PLAN

LIGHTHOUSE AND

RESIDENCE

MASONRY

REPAIRS

FORT WILKINS

HISTORIC STATE

PARK

COPPER

HARBOR,

MICHIGAN

M12-16472

MEL

KRC

KRC

KRC

1/4" = 1'-0"A4 FIRST FLOOR - RESIDENCE

1" = 1'-0"A1 TIMBER SUPPORT DETAIL

EXISTING TIMBER ON EAST SIDE

PAINT:

1. SHERWIN WILLIAMS, MACROPOXY 646, SOLVENT BASE, LOW SHEEN FINISH,

COLOR: SW 6062 RUGGED BROWN, (STEEL BASE PLATE AND FASTENERS

FOR TIMBER).

GENERAL NOTES:

FOUNDATIONS AND FOOTINGS:

1. CONCRETE FOR THIS PROJECT SHALL HAVE A MINIMUM 28-DAY

COMPRESSIVE STRENGTH ACCORDING TO THE FOLLOWING:

A. FOOTINGS, COLUMNS, STRUCTURAL CONCRETE 3500 PSI

2. ALL REINFORCING STEEL SHALL BE IN ACCORDANCE WITH ASTM A615, GRADE

60 (Fy=60,000 P.S.I.). ALL WELDED WIRE FABRIC (W.W.F.) SHALL BE IN

ACCORDANCE WITH ASTM A185.

3. ALL CONCRETE WORK SHALL CONFORM TO THE REQUIRMENTS OF THE

SPECIFICATIONS, THE LATEST EDITION OF THE ACI 318, BUILDING CODE

REQUIREMENTS FOR REINFORCED CONCRETE, ACI 4301 SPECIFICATIONS FOR

STRUCTURAL CONCRETE FOR BUILDINGS. IN CASE OF CONFLICT, THE MORE

STRINGENT REQUIREMENTS SHALL GOVERN.

STEEL:

1. ALL STRUCTURAL STEEL BEAMS, ANGLES, PLATES, ETC. SHALL BE IN

ACCORDANCE WITH ASTM A36 GRADE STEEL Fy-36 K.S.I.) ALL STRUCTURAL

TUBING SHALL BE ASTM A500 GRADE B. ALL STEEL PIPE SHALL BE ASTM A501,

SCHEDULE 40.

2. ALL BOLT MATERIALS SHALL BE ASTM A325 FOR STRUCTURAL CONNECTIONS,

AND ASTM A307 FOR ANCHOR BOLT CONNECTIONS AND FOR WOOD

CONNECTIONS. ALL BOLTS SHOWN ON THE CONSTRUCTION PLANS AS BEING

GALVANIZED SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A123 OR

ASTM A153 AFTER FABRICATION.

3. ALL WELDING SHALL HAVE A MINIMUM TENSILE STRENGTH OF 70 K.W.I. (E70

ELECTRODE) USING THE SHIELDED METAL ARC WELDING PROCESS (SMAW)

AND IN ACCORDANCE WITH AWS SPECIFICATIONS. ANY OTHER SIZE OF

ELECTRODE OR ANY OTHER TYPE OF WELDING PROCESS MUST BE

APPROVED BY THE ENGINEER PRIOR TO USE.

50% REVIEW 1-31-2017

90% REVIEW 9-15-2017

95% REVIEW 11-22-2017

S U N U M

C I R C U M S P I C E

SI QU EREI S PE N I NSUL AM AMOEN

AM

DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

STATE OF MICHIGAN

ROBERT C. HALL, RA, NCARB, DIRECTOR

FACILITIES AND BUSINESS SERVICES ADMINISTRATION

DESIGN AND CONSTRUCTION DIVISION

CRACKS IN

MORTAR

~ 6 LF

LOOSE

PARGING

~1 SF

CRACKS IN

MORTAR

~ 10 LF

LOOSE

PARGING

~2 SF

28' - 3 1/2"

7'

1"

TIMBER CUT OFF ~ 12" AT

BOTTOM TO SOLID WOOD.

SEE DETAIL A1/AR101

CRACKS IN

MORTAR

~ 6 LF

CRACKS IN

MORTAR

~ 6 LF

EXISTING TIMBER

FRACTURED

STONE

FRACTURED

STONES

CRACKS IN MORTAR

~ 6 LF

CRACKS IN

MORTAR

APPROX.

~ 4 LF

CRACK ~ 6 LF

LOOSE PARGING

~ 2 SF

LOOSE PARGING

~ 2 SF

20' - 0" 15' - 7"

8'

5"

8'

0"

CRACKS IN MORTAR

& STONE

~ 18 LF

LOOSE

PARGING

~ 4 SF

LOOSE PARGING

~ 4 SF

LOOSE

PARGING

~ 3 SF

CRACKS

~ 8 LF

15' - 2" 13' - 5 3/4"

8'

7'

/2

CRACKS IN MORTAR

& STONE

~ 18 LF

EXISTING TIMBER

LOOSE

PARGING

~ 2 SF

CRACKS IN MORTAR

~ 8 LF

CRACKS IN

MORTAR

~ 4 LF

15' - 7" 20' - 0"

8'

1/

4"

/4

6'

1/

2"

REMOVE LOOSE

PARGING AND

POINT STONE

INTACT PARGING

SHALL BE LEFT AS IS

REMOVE LOOSE PARGING

AND POINT STONE.

REPLACE FRACTURED STONE.

ENGINEERING

ARCHITECTURE

PLANNING

SURVEYING

ENVIRONMENTAL

PROJECT TITLE:

OWNER:

PROJECT LOCATION:

PROJECT NO:

DRAWN BY:

CHECKED:

APPROVED:

1 2 3 4 5

1 2 3 4 5

D

C

B

A

D

C

B

A

© U.P. Engineers & Architects, Inc.

DESIGNED BY:

DATE:ISSUED FOR:

100 PORTAGE STREET

HOUGHTON, MI 49931

(906) 482-4810

424 SOUTH PINE STREET

ISHPEMING, MI 49849

(906) 485-1011

707 ASHMUN ST.

SAULT STE. MARIE, MI 49783

(906) 635-0511

1701 DUNLAP AVE. SUITE B

MARINETTE, WI 54143

(715) 732-4188

2906 N. STEPHENSON AVE. SUITE 2

IRON MOUNTAIN, MI 49801

(906) 563-5407

P:

\M

-1

D

TM

B- M

D N

R -F or t W ilk in s Li gh th ou se

M as on ry

\D w gs \R es id en ce

\M

-1

-R es id en ce

.rv t

6/

/2

3:

:1

PM

AR201

RESIDENCE EXTERIOR

ELEVATIONS

LIGHTHOUSE AND

RESIDENCE

MASONRY

REPAIRS

FORT WILKINS

HISTORIC STATE

PARK

COPPER

HARBOR,

MICHIGAN

M12-16472

MEL

KRC

KRC

KRC

1/4" = 1'-0"C1 NORTH ELEVATION

1/4" = 1'-0"A3 WEST ELEVATION

1/4" = 1'-0"A1 SOUTH ELEVATION

1/4" = 1'-0"C3 EAST ELEVATION

STONE REPAIR NOTES:

1. REMOVE PARGING THAT IS FOUND TO BE LOOSE. REPOINT MASONRY BENEATH.

[BASE BID: 120 SF]

2. POINT CRACKS WIDER THAN 3/16".

[BASE BID: 100 LF]

3. MORTAR WASH HORIZONTAL CRACKS THAT ARE OPEN TO ABOVE.

[BASE BID: 40 LF]

4. REMOVE FRACTURED STONE PIECES AND REPLACE WITH APPROVED STONE.

[BASE BID: 12 LOCATIONS]

5. QUANTITIES IDENTIFIED ARE MINIMUMS.

12" = 1'-0"D1 PHOTOS - WEST ELEVATION

12" = 1'-0"D3 EXAMPLES OF MASONRY TREATMENT

NOTE: PHOTOS AND ILLUSTRATIONS ARE PROVIDED TO SHOW EXAMPLES OF

REQUIRED REPAIRS. SEE "STONE REPAIR NOTES" FOR QUANTITIES TO USE IN BASE

BID

50% REVIEW 1-31-2017

90% REVIEW 9-15-2017

95% REVIEW 11-22-2017