40
LOADING AREA 10'X35' REFUSE BIKE STAIR TO SECOND FLOOR TERRACE 3 STORY RESIDENTIAL GARDENS 4 STORY RESIDENTIAL LOT'S 1-18 BLOCK 143 E L E C T R I C P E D E S T A L POST STEEL G A S G A S GAS GAS GAS GAS GAS GAS GAS ELEC ELE C SS W S T S T E L E C E L E C E L E C E L E C E L E C E L E C E L E C E L E C E L E C E L E C E L E C E L E C E L E C E L E C E L E C E L E C E L E C E L E C E L E C E L E C E L E C E L E C E L E C E L E C ELEC E L E C E L E C E L E C E L E C E L E C E L E C E L E C E L E C E L E C E L E C E L E C E L E C ELEC ELEC ELEC ELEC ELEC (4.525 AC) 197,100 S.F. 13 ASPHALT ASPHALT 132'- 2"' (2" IP) 6 6 . 0 0 ' 132. 00' MG&E M.H . GAS GAS GAS GAS GAS GAS GAS E X I S T I N G M G & E M . H . T R A F F I C S I G N A L C O V E R E X I S T I N G F I B E R O P T I C C O V E R LOT 15 N 4 6 ° 0 7 ' 4 9 STORM INLET W S 4 6 ° 0 3 ' 5 4 " W 1 9 8 . 0 0 ' S43°52'1 3"E 331.29' N 4 6 ° 0 7 ' 1 5 " E 1 9 7 . 4 7 ' S43°57'41"E 331.10' G G C O V E R F I B E R O P T I C E L E C T R I C P E D E S T A L E A S T W A S H I N G T O N A V E N U E E. M I F F L I N N. L I V I N G S T O N LOADING/DROP OFF NEW CURB CUT EXISTING SIDEWALK TO REMAIN EXISTING SIDEWALK SITE & FIRST FLOOR PLAN C101 TERRACE TERRACE 107'-8" 24'-0" 24'-0" STOP SIGN MOUNTED AT 7'-0" ABOVE GRADE STOP SIGN MOUNTED AT 7'-0" ABOVE GRADE NEW CURB CUT AND APPROACH PER CITY OF MADISON STANDARDS WATER SERVICE VESTIBULE RETAIL/COMM 2100 S.F. COVERED/RECESSED ENTRY FF ELEV. = 851.10' FF ELEV. = 851.10' ELEC. LOBBY/ELEVS 22 BIKE PARKING STALLS PARKING REFUSE ELEVATOR CLEAR 8'-4" ELEVATOR CLEAR 8'-4" ELEVATOR CLEAR 8'-4" RAMP- 8% SLOPE REFUSE DRIVE AISLE 15 SPACES @ 9'-0" X 18'-0" COMMUNITY CAR STALLS 4 SPACES @ 9'-0" X 18'-0" 11 SPACES @ 9'-0" X 18'-0" 3 SPACES @ 9'-0" X 18'-0" RETAIL/COMM 7600 S.F. LOADING AREA 10'X35' BIKE PARKING (19) 24'-0" LINE OF BUILDING OVERHANG ABOVE EXISTING FIRE HYDRANT ENTRY LOCATIONS TO BE DETERMINED BY TENANT AND OWNER 12'-6" 6'-6 1/2" 6'-11" BIKE PARKING (5) BIKE PARKING (5) 36" DIAMETER TRASH CHUTE + COMPACTOR MAIL 36 BIKE PARKING STALLS BIKE PARKING (7) BIKE PARKING (7) BIKE PARKING (18) 121 BIKE STALLS REFER TO LANDSCAPE PLAN FOR ADDITIONAL HARDSCAPE INFORMATION E X I S T I N G S T R E E T L I G H T NEW CURB, GUTTER, AND TERRACE PER CITY OF MADISON STANDARDS 31'-10"+/- 8'-7"+/- ON STREET PARKING ON STREET PARKING ON STREET PARKING ON STREET PARKING ON STREET PARKING N. L I V I N G S T O N BUILDING ENTRY LOADING/DROP OFF HARDSCAPE PROPERTY LINE STREET PARKING SIGNAGE PER CITY OF MADISON REQUIREMENTS (TYP.) STREET PARKING SIGNAGE PER CITY OF MADISON REQUIREMENTS (TYP.) LOADING ZONE SIGNAGE PER CITY OF MADISON REQUIREMENTS (TYP.) STREET PARKING SIGNAGE PER CITY OF MADISON REQUIREMENTS (TYP.) LOADING ZONE SIGNAGE PER CITY OF MADISON REQUIREMENTS (TYP.) EXISTING CURB AND GUTTER TO REMAIN EXCEPT AS NOTED- (TYP. AT PERIMETER OF SITE) CONCRETE SIDEWALK & HARDSCAPE- RE: LANDSCAPE AND LIGHTING PLANS R A I S E D S E A T I N G R A I S E D S E A T I N G R A I S E D S E A T I N G F L U S H S E A T I N G UP DN CONDUIT UNDER APPROACH PER CITY OF MADISON STANDARDS CONDUIT UNDER APPROACH PER CITY OF MADISON STANDARDS BIKE PARKING (5) BIKE PARKING (7) BIKE PARKING (3) 1: CONTRACTOR IS RESPONSIBLE FOR REVIEWING ALL DOCUMENTS AND WILL NOTIFY ARCHITECT OF ANY DISCREPENCIES PRIOR TO AND DURING CONSTRUCTION. IN GENERAL, ARCHITECTURAL DRAWINGS TAKE PRECEDENCE OVER OTHERS 2: CONTRACTOR SHALL COORDINATE ALL PORTIONS OF WORK DESCRIBED IN CONSTRUCTION DOCUMENTS. 3: CONTRACTOR SHALL PATCH AND REPAIR TO MATCH ANY WALLS, FLOORS, CEILINGS AND/OR OTHER SURFACES WHICH MAY BE DISTURBED DURING THE INSTALLATION OF MECHANICAL, ELECTRICAL, SPRINKLER, OR OWNER PROVIDED WORK. 4: DO NOT SCALE DOCUMENTS- HARD LINE DIMENSIONS SHALL SUPERCEDE MEASURED SCALE. 5: ALL MECHANICAL DUCTS, PLUMBING & ELEC. RISERS & SPRINKLER LINES TO BE COORDINATED WITH G.C., SUBCONTRACTORS, AND ARCHITECT 6: EXPOSED CONCRETE FLOORS SHALL BE PROTECTED AS MUCH AS POSSIBLE TO PREVENT EXCESSIVE DAMAGE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO REPAIR ANY DAMAGE CAUSED BY MATERIALS, EQUIPMENT, ETC. 7: CONTRACTOR TO FIELD VERIFY ALL FINISH GRADE ELEVATIONS AND PROPOSED T.O.W. ELEVATIONS PRIOR TO PERFORMING ANY RETAINING WALL WORK 8: CONTRACTOR TO COORDINATE AND FIELD VERIFY ALL SITE AND UTILITY WORK WITH SITE DRAWINGS 4" O.D. STEEL PIPE TO BE THE PAWLING CORPORATION BOL-104 AS MANUFACTURED BY PRO-TEK BOLLARD COVER, STYLE 5'-0" 3'-0" CONCRETE BOLLARD DETAIL 2 A1.0 NTS 2'-0" COMPACTED SOIL STONE BASE CONCRETE SLAB FILLED WITH CONCRETE (1-800-431-3456) INSTALL PER MANUFACTURER'S INSTRUCTIONS SWITCHGEAR. TRANSFER SWITCHES CT CABINET PHONE BOARD METERS METERS BIKE PARKING (7) BIKE PARKING (8) SCALE: 1"=20' 10'-9" D E S I G N bark DATE DATE WWW.BARK-DESIGN.COM [email protected] 608.333.1926 DESCRIPTION 09.19.11 PRELIMINARY REVIEW SET D R A W I N G N O T E S 10.11.11 PRELIMINARY REVIEW SET 11.03.11 DAT REVIEW SET 11.16.11 INFORMATIONAL UDC 12.07.11 REVIEW SET THE "CONSTELLATION" 741 East Mifflin Street, 754 East Washington Avenue 02.01.12 NORTH madison, wi 12.14.11 PLAN COMMISSION SUBMITTAL INITIAL UDC SUBMITTAL

Constellation C1-1 7200

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LOADING AREA10'X35'

REFUSE

BIKE STAIR TO SECONDFLOOR TERRACE

3 STORY RESIDENTIAL

GARDENS

4 STORY RESIDENTIAL

LOT'S 1-18BLOCK 143

ELECTRIC PEDESTAL

POST

STEEL

GAS

GAS

GASGAS

GASGAS

GASGAS

GAS

ELEC

ELEC

SS

W

ST ST

ELECELECELECELECELECELECELECELECELECELECELECELECELECELECELECELECELECELECELECELECELECELECELECELEC

ELEC

ELEC

ELECELECELECELEC

ELEC ELEC ELEC ELEC ELEC ELEC ELEC

ELECELEC

ELECELEC

ELEC

(4.525 AC)197,100 S.F.

13

ASPHALT

ASPHALT

132'- 2"'

(2" IP)

66.00'

132. 00'

MG&E M.H.

GASGAS

GAS

GAS

GAS

GAS

GAS

EXISTING MG&E M.H.

TRAFFICSIGNAL COVER

EXISTING FIBER OPTIC COVER

LOT 15

N46°07'49

STORM INLET

W

S46°03'54"W 198.00'

S43°52'1 3"E 331.29'

N46°07'15"E 197.47'

S43°5 7'41"E 33 1.10'

G

G

COVERFIBER OPTIC

ELECTRIC PEDESTAL

E A S T W A S H I N G T O N A V E N U E

E. M I F F L I N

building setback

property line

N.

L I

V I

N G

S T

O NCL

LOA

DIN

G/D

RO

P O

FF

NEW

CU

RB

CU

T

EXISTING SIDEWALK TO REMAIN

EXISTING SIDEWALK

FH

SITE & FIRST FLOOR PLAN C101

TER

RA

CE

TERRACE

107'

-8"

24'-0

"

24'-0"

STOP SIGN MOUNTED AT7'-0" ABOVE GRADE

STOP SIGN MOUNTED AT 7'-0" ABOVE GRADE

NEW CURB CUT AND APPROACH PER CITY OF MADISON STANDARDS

WATER SERVICE

VESTIBULE

RETAIL/COMM2100 S.F.

COVERED/RECESSED ENTRY

FF ELEV. = 851.10'

FF ELEV. = 851.10'

ELEC.

LOBBY/ELEVS

22 BIKE PARKING STALLS

PARKING

REFUSE

ELEV

AT

OR

CLE

AR8'

-4"

ELEVATOR

CLEAR8'-4"

ELEVATOR

CLEAR8'-4"

RAMP- 8% SLOPE

REFUSE

DR

IVE

AIS

LE

15 S

PAC

ES @

9'-0

" X 1

8'-0

"

CO

MM

UN

ITY

CA

R S

TA

LLS

4 SP

AC

ES @

9'-0

" X 1

8'-0

"

11 S

PAC

ES @

9'-0

" X 1

8'-0

"

3 SP

AC

ES @

9'-0

" X 1

8'-0

"

RETAIL/COMM7600 S.F.

LOADING AREA10'X35'

BIKE PARKING (19)

24'-0

"

LINE OF BUILDING OVERHANG ABOVE

EXISTING FIRE HYDRANT

ENTRY LOCATIONS TO BEDETERMINED BY TENANT AND

OWNER

12'-6

"

6'-6

1/2

"6'

-11"

BIK

E PA

RK

ING

(5)

BIK

E PA

RK

ING

(5)

36" DIAMETER TRASH CHUTE+ COMPACTOR

MAIL36 BIKE PARKING STALLS

BIK

E PA

RK

ING

(7)

BIK

E PA

RK

ING

(7)

BIK

E PA

RK

ING

(18)

121 BIKE STALLS

REFER TO LANDSCAPE PLAN FOR ADDITIONALHARDSCAPE INFORMATION

EXISTING STREETLIGHT

NEW CURB, GUTTER, AND TERRACEPER CITY OF MADISON STANDARDS31'-10"+/-

8'-7

"+/-

ON

ST

REE

T P

AR

KIN

G

ON STREET PARKING

ON STREET PARKING

ON

ST

REE

T P

AR

KIN

GO

N S

TR

EET

PA

RK

ING

N. L I V I N G S T O N

BUILDING ENTRY LOADING/DROP OFF

HARDSCAPE

PRO

PER

TY

LIN

E

STREET PARKING SIGNAGE PER CITY OF MADISON REQUIREMENTS (TYP.)

STREET PARKING SIGNAGE PER CITY OF MADISON REQUIREMENTS (TYP.)

LOADING ZONE SIGNAGE PER CITY OF MADISON REQUIREMENTS (TYP.)

STREET PARKINGSIGNAGE PER CITY OF

MADISONREQUIREMENTS (TYP.)

LOADING ZONE SIGNAGE PER CITY OF MADISON REQUIREMENTS (TYP.)

EXISTING CURB AND GUTTER TO REMAINEXCEPT AS NOTED- (TYP. AT PERIMETER OF SITE)

CONCRETE SIDEWALK & HARDSCAPE- RE: LANDSCAPE AND

LIGHTING PLANS

RAISED SEATING

RAISED SEATING

RAISED SEATING

FLUSH SEATING

UP

DN

CONDUIT UNDER APPROACH PER CITY OF MADISON STANDARDS

CONDUIT UNDERAPPROACH PER CITY OF

MADISON STANDARDS

BIK

E PA

RK

ING

(5)

BIK

E PA

RK

ING

(7)

BIKE PARKING (3)

1: CONTRACTOR IS RESPONSIBLE FOR REVIEWING ALL DOCUMENTS AND WILL NOTIFY ARCHITECT OF ANY DISCREPENCIES PRIOR TO AND DURING CONSTRUCTION. IN GENERAL, ARCHITECTURAL DRAWINGS TAKE PRECEDENCE OVER OTHERS2: CONTRACTOR SHALL COORDINATE ALL PORTIONS OF WORK DESCRIBED IN CONSTRUCTION DOCUMENTS.3: CONTRACTOR SHALL PATCH AND REPAIR TO MATCH ANY WALLS, FLOORS, CEILINGS AND/OR OTHER SURFACES WHICH MAY BE DISTURBED DURING THE INSTALLATION OF MECHANICAL, ELECTRICAL, SPRINKLER, OR OWNER PROVIDED WORK.4: DO NOT SCALE DOCUMENTS- HARD LINE DIMENSIONS SHALL SUPERCEDE MEASURED SCALE.5: ALL MECHANICAL DUCTS, PLUMBING & ELEC. RISERS & SPRINKLER LINES TO BE COORDINATED WITH G.C., SUBCONTRACTORS, AND ARCHITECT6: EXPOSED CONCRETE FLOORS SHALL BE PROTECTED AS MUCH AS POSSIBLE TO PREVENT EXCESSIVE DAMAGE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO REPAIR ANY DAMAGE CAUSED BY MATERIALS, EQUIPMENT, ETC.7: CONTRACTOR TO FIELD VERIFY ALL FINISH GRADE ELEVATIONS AND PROPOSED T.O.W. ELEVATIONS PRIOR TO PERFORMING ANY RETAINING WALL WORK8: CONTRACTOR TO COORDINATE AND FIELD VERIFY ALL SITE AND UTILITY WORK WITH SITE DRAWINGS

4" O.D. STEEL PIPE TO BE

THE PAWLING CORPORATIONBOL-104 AS MANUFACTURED BYPRO-TEK BOLLARD COVER, STYLE

5'-0

"

3'-0

"

CONCRETE BOLLARD DETAIL2A1.0 NTS

2'-0

"

COMPACTED SOIL

STONE BASE

CONCRETE SLAB

FILLED WITH CONCRETE

(1-800-431-3456)INSTALL PER MANUFACTURER'SINSTRUCTIONS

SWITCHGEAR. TRANSFER SWITCHES

CT

CA

BIN

ETPH

ON

E B

OAR

DMETERS

MET

ERS

BIK

E PA

RK

ING

(7)

BIKE PARKING (8)

SCALE: 1"=20'

10'-9"

D E S I G Nbark

DATE

DATE

[email protected]

608.333.1926

DESCRIPTION09.19.11 PRELIMINARY REVIEW SET

D R A W I N G N O T E S

10.11.11 PRELIMINARY REVIEW SET

11.03.11 DAT REVIEW SET

11.16.11 INFORMATIONAL UDC

12.07.11 REVIEW SET

THE "CONSTELLATION"741 East Mifflin Street, 754 East Washington Avenue

02.01.12

NORTH

madison, wi

12.14.11 PLAN COMMISSION SUBMITTAL

INITIAL UDC SUBMITTAL

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Low Level Landscape Lighting ac-companied with one decorative Pole Light for ambient lighting

Linear LED wash at the Garage Door

Array of Pedestrian scale (12’ tall) Pole-Lights with luminous qualities along the Livingston

Canopy Recessed lights with luminous qualities to highlight Office Entrance

Canopy Recessed Linear Fluo-rescent lights with luminous qualities along the edge of the canopy to enhance the Retail Front and also provide adaquate lighting at the store-front.

Existing Street Pole to Remain

Suggested Brick wall pier (about 4’ tall) with integral

recessed LED lights to light the walkway.

Catenary ighting to provide Area Lighting in the Courtyard

Graphic on the Parking Facade

Retail Signage (By Others)

Linear LED wash at the Ga-rage Door

Low Level linear LED lighting integral with planter bed to

wash the pavement.

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Low Level Landscape Lighting integral with Planter-beds, ac-companied with tree mounted low-wattage LED uplights for selected Trees

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PRECAST RAISEDPLANTER WALL

FORBES, PERENNIALS ANDNATIVE GRASS PLANTINGS

LIMESTONE PLANTINGDIVIDERS

METAL BENCH

2X2PAVERS

2X2PAVERS

PRECAST RAISEDPLANTER WALL

2X2PAVERS

METAL CAFE TABLEMETAL ANDWOOD SHADESTRUCTURE

METAL BENCH

FORBES,PERENNIALS ANDNATIVE GRASSPLANTINGS

LIMESTONEPLANTINGDIVIDERSFORBES,

PERENNIALS ANDNATIVE GRASSPLANTINGS

FACE OF FLOORS 4-9 (WEST)

STEPBACK

BUILDING FACE/SETBACK

CORRIDOR BEARING 4-9 (WEST)

STEPBACK/FACE OF FLOORS 4-9 (WEST)

STEPBACK FLOOR 8 (EAST)

STEPBACK FLOOR 9 (EAST)

STEPBACK FLOORS 11 &12 (EAST)

STEPBACK FLOOR 10 (EAST)

STEPBACK FLOORS 4-9 (EAST)

5

6

8

11

15

16

1819

7

FACE OF FLOORS 4-8 (NORTH)

9

10

12

14

17

BUILDING FACE/SETBACK

4

3

2

1

FACE OF NORTH UNITS

FACE OF PARKING (FIRST FLOOR)

SOUTH FACE OF TOWNHOMES

NORTH FACE OF TOWNHOMES

A1.4FOURTH FLOOR PLAN

PARKING DECK ROOF-GREEN ROOF/PRIVATE TERRACES

BA

LLA

STED

RO

OF

DN

UP

UP

DN

UP

DN

UP

DN

BALLASTED ROOF

SCALE: 1" = 20'-0"

52'-1

0"

147'-8"

113'

-4"

114'

-2"

DATE

AB

AC

AD

AE

AA

AF

AG

0706050301 02 04 G E N E R A L N O T E S

THE "CONSTELLATION"741 East Mifflin Street, 754 East Washington Avenue

P R O G R E S S S E T

DATE

[email protected]

608.333.1926

02.01.12

DESCRIPTION09.19.11 PRELIMINARY REVIEW SET

D R A W I N G N O T E S

ARCHITECT STRUCTURAL ENGINEER

0706050301 02 04

AB

AC

AD

AE

AA

AF

AG

D E S I G Nbark

11.03.11 DAT REVIEW SET

11.11.11 INFORMATIONAL UDC

12.07.11 PROGRESS SET

NORTH

madison, wi

12.14.11 PLAN COMMISSION SUBMITTAL

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C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

A4.1BUILDING ELEVATIONS

EAST WASHINGTON ELEVATION

PARKING ACCESS

LIVINGSTON

15'-0

"15

'-0"

FIRST FLOOR

SECOND FLOOR

THIRD FLOOR

156'-6"FIFTH FLOOR

248'-6"

MECHANICAL PENTHOUSE260'-0"

ROOF

15'-0

"

115'-0"

130'-0"

FOURTH FLOOR145'-0"

168'-0"SIXTH FLOOR

179'-6"SEVENTH FLOOR

191'-0"EIGHTH FLOOR

202'-6"NINTH FLOOR

214'-0"TENTH FLOOR

225'-6"ELEVENTH FLOOR

237'-0"TWELFTH FLOOR

11'-6

"11

'-6"

11'-6

"11

'-6"

11'-6

"11

'-6"

11'-6

"11

'-6"

11'-6

"11

'-6"

148'

-6"

FF ELEV. = 851.10'

REYNOLDS

ALUMINUM WINDOWS- RE: A7.1

COMPOSITE WOOD PANEL

BRICK ALUMINUM STOREFRONT

PREFINISHED METAL COPING

STEEL RAILINGS

STEEL AND CONCRETE BALCONIES

PREFINISHED INSULATED METAL PANELS (TYP.)

PREFINISHED METAL PANELS (TYP.)

ALUMINUM WINDOWS

PARKING STRUCTURE ENTRY

X/A

X.X

X/A

X.X

X/A

X.X

X/A

X.X

X/A

X.X

X/A

X.X

X/A

X.X

X/A

X.X

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

B B

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

C

X/A

X.X

A

A

A

A

A

A

A

B B

B B

B B

B B

B B

B B

ENLARGED COMMERCIAL/RETAIL ELEVATIONSCALE: 1/16"=1'-0"

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

X/A

X.X

131'-1"

6'-8

"

2'-8

"

124'-1"

24'-0"

10'-2

"

2'-8"2'-8" 24'-0"24'-8" 4'-0" 29'-0"

13'-8

"

20'-8"24'-0"18'-8"

10'-8

"

17'-6

"10

'-4"

4'-0

"14

'-0"

48'-4" 15'-4"

11'-1

0"2'

-2"

11'-1

0"

COMPOSITE WOOD PANELAT FASCIA AND SOFFITCONCEALED FASTENER SYSTEM

4" PREFINISHED METAL COPING-COLOR TO MATCH PANEL

ALUMINUM STOREFRONT SYSTEM-GLASS TO BE INSULATED LOW-E CLEARTEMPERED AT REQUIRED LOCATIONS

ALUMINUM SPANDREL PANEL AT FLOOR LOCATION

BRICK MASONRY

COMPOSITE WOOD PANELAT FASCIA AND SOFFITCONCEALED FASTENER SYSTEM

3'-8

"

118'-8"

ALUMINUM STOREFRONT SYSTEM-GLASS TO BE INSULATED LOW-E CLEARTEMPERED AT REQUIRED LOCATIONS

ALUMINUM STOREFRONT SYSTEM-GLASS TO BE INSULATED LOW-E CLEARTEMPERED AT REQUIRED LOCATIONS

DATE

AB

AC

AD

AE

AA

AF

AG

0706050301 02 04 G E N E R A L N O T E S

C O D E N O T E S

DATE

[email protected]

608.333.1926

DESCRIPTION09.19.11 PRELIMINARY REVIEW SET

D R A W I N G N O T E S

ARCHITECT STRUCTURAL ENGINEER

0706050301 02 04

AB

AC

AD

AE

AA

AF

AG

D E S I G Nbark

P R O G R E S S S E T

11.03.11 DAT REVIEW SET

11.11.11 INFORMATIONAL UDC

11.30.11 PROGRESS SET

THE "CONSTELLATION"741 East Mifflin Street, 754 East Washington Avenue

02.01.12

12.07.11 PROGRESS SET

madison, wi

A

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

A4.2BUILDING ELEVATIONS

GLASS CURTAIN WALL

BRICKALUMINUM STOREFRONT

COMPOSITE WOOD PANEL

COMPOSITE WOOD PANEL

PREFINISHED METAL COPING

PARKING STRUCTURE ENTRY

PREFINISHED METAL PANEL

ALUMINUM OR CABLE RAILINGSSTEEL AND CONCRETE BALCONIES

EAST WASHINGTON

LIVINGSTON ELEVATION

15'-0

"15

'-0"

FIRST FLOOR

SECOND FLOOR

THIRD FLOOR

156'-6"FIFTH FLOOR

248'-6"

MECHANICAL PENTHOUSE260'-0"

ROOF

15'-0

"

115'-0"

130'-0"

FOURTH FLOOR145'-0"

168'-0"SIXTH FLOOR

179'-6"SEVENTH FLOOR

191'-0"EIGHTH FLOOR

202'-6"NINTH FLOOR

214'-0"TENTH FLOOR

225'-6"ELEVENTH FLOOR

237'-0"TWELFTH FLOOR

11'-6

"11

'-6"

11'-6

"11

'-6"

11'-6

"11

'-6"

11'-6

"11

'-6"

11'-6

"11

'-6"

148'

-6"

FF ELEV. = 851.10'

C

C

C

CCC C C

C

C

C

C

C

C

C

C

CEN

TER

LIN

E O

F SI

TE

C

C

C

B B

B B

B B

B B

B B

B B

B B

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

SCALE: 1/16"=1'-0"

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

C

C

A A

A A

A A

A A

A A

ALUMINUM WINDOWS- RE: A7.1

STEEL RAILINGS

STEEL AND CONCRETE BALCONIES

PREFINISHED METAL PANELC

C

C

A

A

A A

B

B

B

B

B

B

B

B

B

B

B

B

B

ALUMINUM WINDOWS- RE: A7.1

A

A

A

A

A

A

A

BRICK

COMPOSITE WOOD PANELAT FASCIA AND SOFFITCONCEALED FASTENER SYSTEM

4" PREFINISHED METAL COPING-COLOR TO MATCH PANEL

ALUMINUM STOREFRONT SYSTEM-GLASS TO BE INSULATED LOW-E CLEARTEMPERED AT REQUIRED LOCATIONS

BRICK MASONRY

93'-2"

82'-6"

2'-2

"11

'-10"

2'-8

"11

'-10"

19'-4" 12'-8" 10'-0"

67'-0 1/2"

14'-1

3/4

"6'

-8"

87'-2" 2'-8"

22'-7 1/2" 15'-4" 21'-4" 2'-8" 18'-0" 2'-8" 15'-8"

18'-0

"

12'-0" 66'-0" 9'-4"

2'-6

"7'

-8"

3'-6

"7'

-8"

3'-4

"2'

-0"

14'-2

"

5'-4"

14'-8

"

ALUMINUM STOREFRONT SYSTEM-GLASS TO BE INSULATED LOW-E CLEARTEMPERED AT REQUIRED LOCATIONS

BRICK MASONRY

PREFINISHED METAL PANEL-COLOR TO MATCH APARTMENTS

PREFINISHED METAL PANEL-

PREFINISHED METAL COPING-COLOR TO MATCH PANEL

12'-0

"

12'-0

"

RECESSED ENTRY

79'-8"

DATE

AB

AC

AD

AE

AA

AF

AG

0706050301 02 04 G E N E R A L N O T E S

C O D E N O T E S

DATE

[email protected]

608.333.1926

DESCRIPTION09.19.11 PRELIMINARY REVIEW SET

D R A W I N G N O T E S

ARCHITECT STRUCTURAL ENGINEER

0706050301 02 04

AB

AC

AD

AE

AA

AF

AG

D E S I G Nbark

P R O G R E S S S E T

11.03.11 DAT REVIEW SET

11.11.11 INFORMATIONAL UDC

11.30.11 PROGRESS SET

THE "CONSTELLATION"741 East Mifflin Street, 754 East Washington Avenue

02.01.12

12.07.11 PROGRESS SET

madison, wi

A

C

C

C

PREFINISHED METAL COPING

CC

C

C

C

C

C

C

C

C

C

C

A

A

A

A

A

A

A

A

A

A

A

A

A

A

C

C

AA

AA

A

A4.3BUILDING ELEVATIONS

PREFINISHED METAL PANEL

ALUMINUM WINDOWS

PREFINISHED METAL COPING

METAL RAILINGS

STEEL AND CONCRETE BALCONIES

PREFINISHED METAL PANEL

TRUCTURED PARKING

EAST WASHINGTON

REYNOLDS ELEVATION

EXAMPLE 2

PARKING AREA BEYONDVINES TO BE INSTALLED IN PLANTERS ON GROUND LEVEL AND TERRACE LEVEL

AT EACH PANEL LOCATION AND SPACED TO ENSURE CONSISTENTCOVERAGE AND GROWTH

15'-0

"15

'-0"

FIRST FLOOR

SECOND FLOOR

THIRD FLOOR

156'-6"FIFTH FLOOR

248'-6"

MECHANICAL PENTHOUSE260'-0"

ROOF

15'-0

"

115'-0"

130'-0"

FOURTH FLOOR145'-0"

168'-0"SIXTH FLOOR

179'-6"SEVENTH FLOOR

191'-0"EIGHTH FLOOR

202'-6"NINTH FLOOR

214'-0"TENTH FLOOR

225'-6"ELEVENTH FLOOR

237'-0"TWELFTH FLOOR

11'-6

"11

'-6"

11'-6

"11

'-6"

11'-6

"11

'-6"

11'-6

"11

'-6"

11'-6

"11

'-6"

148'

-6"

FF ELEV. = 851.10'

POWDER COATED BAR GRATESATTACHED TO PARKING STRUCTURE

WOOD ACCENT PANELS WITH RECESSED DOWNLIGHTING

PARKING AREA BEYOND

PARKING GARAGE WALL CONCEPT

VINES TO BE INSTALLED IN PLANTERS ON GROUND LEVEL AND TERRACE LEVELAT EACH PANEL LOCATION AND SPACED TO ENSURE CONSISTENT

COVERAGE AND GROWTH

A A A

A A A

A A A

A A A

A A A

A A A

A A A

A A

A A

A A

A A

A A

A A

A A

A A

A A

A A

A A

A A

A A

A A

SCALE: 1/16"=1'-0"

BB

BB

BB

BB

BB

BB

BB

BB

BB

BB

BB

BB

BBBB

BRICK

BRICK

24'-0"

ALUMINUM STOREFRONT

DATE

AB

AC

AD

AE

AA

AF

AG

0706050301 02 04 G E N E R A L N O T E S

C O D E N O T E S

DATE

[email protected]

608.333.1926

DESCRIPTION09.19.11 PRELIMINARY REVIEW SET

D R A W I N G N O T E S

ARCHITECT STRUCTURAL ENGINEER

0706050301 02 04

AB

AC

AD

AE

AA

AF

AG

D E S I G Nbark

P R O G R E S S S E T

11.03.11 DAT REVIEW SET

11.11.11 INFORMATIONAL UDC

11.30.11 PROGRESS SET

THE "CONSTELLATION"741 East Mifflin Street, 754 East Washington Avenue

02.01.12

12.07.11 PROGRESS SET

madison, wi

C

C

C

C

C

C

C

C

C

X/A

X.X

C

C

C

C

C

C

C

X/A

X.X

A

A

A4.4BUILDING ELEVATIONSMIFFLIN ELEVATION

FIRST FLOOR

SECOND FLOOR

THIRD FLOOR

156'-6"

115'-0"

130'-0"

FOURTH FLOOR145'-0"

FF ELEV. = 851.10'

SCALE: 1/16"=1'-0"

PREFINISHED METAL PANEL

ALUMINUM WINDOWS- RE: A7.1

15'-0

"15

'-0"

FIRST FLOOR

SECOND FLOOR

THIRD FLOOR

156'-6"FIFTH FLOOR

248'-6"

MECHANICAL PENTHOUSE260'-0"

ROOF

15'-0

"

115'-0"

130'-0"

FOURTH FLOOR145'-0"

168'-0"SIXTH FLOOR

179'-6"SEVENTH FLOOR

191'-0"EIGHTH FLOOR

202'-6"NINTH FLOOR

214'-0"TENTH FLOOR

225'-6"ELEVENTH FLOOR

237'-0"TWELFTH FLOOR

11'-6

"11

'-6"

11'-6

"11

'-6"

11'-6

"11

'-6"

11'-6

"11

'-6"

11'-6

"11

'-6"

148'

-6"

FF ELEV. = 851.10'

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

REYNOLDS

ALUMINUM WINDOWS- RE: A7.1

STEEL RAILINGS

STEEL AND CONCRETE BALCONIES

PREFINISHED INSULATED METAL PANELS (TYP.)ALUMINUM WINDOWS

X/A

X.X

X/A

X.X

X/A

X.X

X/A

X.X

X/A

X.X

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

C

SEE LANDSCAPE PLAN FOR TERRACE

MIFFLIN TOWER ELEVATION

A

A

A

A

A

A

A

C

C

C

C

PREFINISHED INSULATED METAL PANELS (TYP.)ALUMINUM WINDOWS

X/A

X.X

X/A

X.X

A

A

C

C

C

C

C

C

C

C

2 STORY MIFFLIN ELEVATION(ON PARKING DECK)

156'-6"FIFTH FLOOR

248'-6"

MECHANICAL PENTHOUSE260'-0"

ROOF

FOURTH FLOOR145'-0"

168'-0"SIXTH FLOOR

11'-6

"11

'-6"

11'-6

"11

'-6"

PREFINISHED INSULATED METAL PANELS (TYP.)

BRICK

DATE

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0706050301 02 04 G E N E R A L N O T E S

C O D E N O T E S

DATE

[email protected]

608.333.1926

DESCRIPTION09.19.11 PRELIMINARY REVIEW SET

D R A W I N G N O T E S

ARCHITECT STRUCTURAL ENGINEER

0706050301 02 04

AB

AC

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D E S I G Nbark

P R O G R E S S S E T

11.03.11 DAT REVIEW SET

11.11.11 INFORMATIONAL UDC

11.30.11 PROGRESS SET

THE "CONSTELLATION"741 East Mifflin Street, 754 East Washington Avenue

02.01.12

12.07.11 PROGRESS SET

madison, wi

06.22.02

A6.4REV. 8.10.02

A6.2WALL DETAILS

2'-6

"

PARAPET AT TOWER1 1/2" = 1'-0"

1A6.2

FILL VOID WITH FIBERGLASS BATT INSULATION

2 1/2" PREFINISHED INSULATED METAL PANEL

5/8" TYPE "X" EXTERIOR GYP. BD.AND BUILDING WRAP

60 MIL DIRECT ADHERED EPDM MEMBRANE

MIN. 4" EPS INSULATION

1/4" (MIN.) DECK BOARD

EXTEND MEMBRANE UP PARAPETAND OVER COPING

PREFINISHED SNAP ON STEEL COPING

6" STEEL STUDS

2'-6

"

PARAPET AT TOWER1 1/2" = 1'-0"

2A6.2

FILL VOID WITH FIBERGLASS BATT INSULATION

2 1/2" PREFINISHED INSULATED METAL PANEL

5/8" TYPE "X" EXTERIOR GYP. BD.AND BUILDING WRAP

60 MIL DIRECT ADHERED EPDM MEMBRANE

MIN. 4" EPS INSULATION

1/4" (MIN.) DECK BOARD

EXTEND MEMBRANE UP PARAPETAND OVER COPING

PREFINISHED SNAP ON STEEL COPING

6" STEEL STUDS

1/4" (MIN.) ROOF BOARD

CONCRETE PAVERS

ROOF AT LOW-RISE1 1/2" = 1'-0"

3A6.2

FILL VOID WITH FIBERGLASS BATT INSULATION

2 1/2" PREFINISHED INSULATED METAL PANEL

5/8" TYPE "X" EXTERIOR GYP. BD.AND BUILDING WRAP

60 MIL DIRECT ADHERED EPDM MEMBRANE

MIN. 4" EPS INSULATION

1/4" (MIN.) DECK BOARD

PREFINISHED SNAP ON STEEL COPINGAND COUNTERFLASHING

DATE

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0706050301 02 04 G E N E R A L N O T E S

THE "CONSTELLATION"700 N. EAST WASHINGTON, madison, wi

P R O G R E S S S E TNOT FOR CONSTRUCTION

C O D E N O T E S

DATE

[email protected]

608.333.1926

02.01.12

DESCRIPTION09.19.11 PRELIMINARY REVIEW SET

D R A W I N G N O T E S

ARCHITECT STRUCTURAL ENGINEER

0706050301 02 04

AB

AC

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AE

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D E S I G Nbark

11.03.11 DAT REVIEW SET

11.11.11 INFORMATIONAL UDC

22 GA. PRE-FINISHED STEEL FLASHING-COLOR TO MATCH EXTERIOR WALL PANEL

BACKER ROD AND CAULK-CONT. AT PERIMETER

GYP. BD. RETURN BEYOND

FILL VOID WITH BATT INSULATION

SEALANT-CONT. AT PERIMETER

PRE-MANUF. WINDOW UNIT

2 1/2" PREFINISHED INSULATED METAL PANEL

EXTRUDED ALUMINUM STOOL-COLOR AND FINISH TO MATCH WINDOW FRAME

5/8" TYPE "X" GYP. BD.

B.O. CLG.9'-5 1/2"AFF

PRE-MANUF. WINDOW UNIT

FILL VOID WITH BATT INSULATION

2 1/2" PREFINISHED INSULATED METAL PANEL

BUILDING WRAP TO LAP FLASHING

22 GA. STEEL SNAP=ON FLASHING- PREFINISHED-COLOR TO MATCH WALL PANEL

BACKER ROD AND SEALANT

3"

GYP. BD. RETURN

SEALANT-CONT. AT PERIMETER

TYP. WINDOW HEAD DETAIL AT UNITS1 1/2" = 1'-0"

1A7.1

2'-0 3/4"+/-

2 1/2" PREFINISHED INSULATED METAL PANEL

RETURN BUILDING WRAP OVER STUD

22 GA. STEEL PRE-FINISHED STEEL TRIM-COLOR TO MATCH WALL PANEL

UNIT DEMISING WALL

STEEL COLUMN

SET TRIM CLOSURE IN CONT. NON-HARDENING SEALANT

SEALANT CONT. AT PERIMETER

TYP. WINDOW SILL DETAIL AT UNITS1 1/2" = 1'-0"

1A7.1

TYP. WINDOW SILL DETAIL AT UNITS1 1/2" = 1'-0"

1A7.1

BRAKE METAL TO MATCH WINDOW FRAMEFINISH AND COLOR

BRAKE METAL TO MATCH WINDOW FRAMEFINISH AND COLOREXTRUDED ALUMINUM STOOL-COLOR AND FINISH TO MATCH WINDOW FRAME

PRE-MANUF. WINDOW UNITFILL VOIDS WITH BATT INSULATION

NOTES: 1: ALL WINDOWS TO BE LOW-E, INSULATED DOUBLE PANE, ARGON FILLED, THERMALLY BROKEN, WITH DUAL WEATHERSTRIPPING AND INSECT SCREEN. 2: ALL WINDOWS AND DOORS TO HAVE CLEAR ANODIZED FINISH 3: WINDOWS TO BE INTERIOR GLAZED 4: ALL GLASS SHALL BE TEMPERED AT DOOR LOCATIONS AND OTHER LOCATIONS PER 2009 IBC SECTION 2406 5: PROVIDE SEALANT AT ALL FIELD MULLED WINDOWS 6: PROVIDE INTERIOR AND EXTERIOR SEALANT AT FRAME PERIMETER 7: PROVIDE EXPANDABLE FOAM AT ALL VOIDS AT FRAME 8: ALL WINDOW ASSEMBLIES TO MEET REQUIREMENTS OF 2009 IBC SECTION 1714.5

WINDOW TYPES

10'-0"

6'-7 1/2"3'-4 1/2"

7'-2

"

EQUALEQUAL

2'-0

"5'

-0"

A C D

3'-6"4 7/8"6'-0"

9'-10 7/8"

FIXED

FIXED

FIXED FIXED

FIXED

SH

9'-0

"(3

) EQ

UA

L

SH SH

FIXED FIXED

FIXED

2'-0

"

B

3'-6"

FIXED

FIXED

SH

9'-0

"(3

) EQ

UA

L

A7.1WINDOW SCHEDULE AND DETAILS

BRAKE METAL TO MATCH WINDOW FINISH 1'-

10"

10'-0"

8'-0

"

2'-0

"4'

-0"

5'-0" 5'-0"

E

2'-0

"

SH SH

FIXED FIXED

10'-0"

6'-7 1/2"3'-4 1/2"

7'-2

"

EQUALEQUAL

2'-0

"4'

-0"

SH SH

FIXED FIXED

FIXED

2'-0

"

10"

9'-0

"

DATE

AB

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AE

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0706050301 02 04 G E N E R A L N O T E S

THE "CONSTELLATION"700 N. EAST WASHINGTON, madison, wi

P R O G R E S S S E TNOT FOR CONSTRUCTION

C O D E N O T E S

DATE

[email protected]

608.333.1926

02.01.12

DESCRIPTION09.19.11 PRELIMINARY REVIEW SET

D R A W I N G N O T E S

ARCHITECT STRUCTURAL ENGINEER

0706050301 02 04

AB

AC

AD

AE

AA

AF

AG

D E S I G Nbark

11.03.11 DAT REVIEW SET

11.11.11 INFORMATIONAL UDC

A8.1UNIT DETAILS

1'-10

1/2

"3

'-0

3/

4"

56X48 CLeAR

60X48 CLeAR

CL

2'-

5 1

/2

"3

'-0

"

5'-0"

5'-3 1/2"

10'-

4 3

/4

"

TYPE "B" UNIT BATHROOM (TYP. )OPTION A

Bl

OC

KIn

G

FIbErGlASs TUb/SHoWErStALl W/ INtEgRAl BlOCKInG

FoR FUtURe GrAB BArS

54.73 S.F.

CL

30

X4

8 C

Le

AR

VS

D3

6

PrOVIDe BAtH ACCEsSoRIesPeR SpECIfICATIoNs

FlOoRInG To EXteND UNDeR CABInEtRY3

0X

48

CL

eA

R

3'-

0"

3'-

0"

3'-

0"

3'-

0"

KITCHENCERAMIC TILE

BATHROOMCERAMIC TILE

LAUNDRYCERAMIC TILE

BATHROOM FIXTURES•AMERICAN STANDARD WATER CLOSET OR EQUAL•LAVATORIES TO BE 22" DEEP x LENGTH AS SHOWN

ON PLANS W/ INTEGRAL BOWL•ONE PIECE SELF SUSTAINING TUB-SHOWER

COMBINATION

BATHROOM ACCESSORIES•18"Wx30"Hx5"D SURFACE MOUNTED MEDICINE CABINET

•SURFACE MOUNTED TOILET PAPER HOLDER•TOWEL BAR

•TOOTHBRUSH/CUP HOLDER•SHOWER CURTAIN ROD

OPEN SHELF

GFI

OPEN SHELF

OPEN SHELF

SUSPENDED GYP. BD. CLG. @ 8'-0"AT ENTRY, KITCHEN, AND BATH

BEDROOMCARPET

LIVING ROOMVINYL PLANK

KITCHENCERAMIC TILE

ENTRYCERAMIC TILE

BATHROOMCERAMIC TILE

LINE OF GYP. BD. SOFFIT @ 8'-0"

CEILING HEIGHT:8'-0"

CEILING HEIGHT:8'-0"

VIN

YL

PLA

NK

CA

RPE

T

VINYL

PLANK

CERAM

IC T

ILE

5'-6"

2'-9

3/4

"5'

-10

7/8"

9'-0

"

3'-1

0 7/

8"3'

-0"

2'-9

1/2

"9'

-4 7

/8"

6'-1

0 3/

4"

8'-6 3/4"4'-5 1/8"2'-4 7/8"

4'-0

" H

WA

LL

15'-4 3/4"

26'-1

1 3/

4"

TYP. EFFICIENCY

9'-3

1/8

"

TYP. ONE BEDROOM

7'-9"2'-4 7/8"4'-2 1/4"9'-0 5/8"

11'-1

0 7/

8"19

'-4 7

/8"

31'-3

3/4

"

8'-8

"6'

-3"

16'-4

3/4

"

LIVING ROOMVINYL PLANK

BEDROOMCARPET

CLOSETCARPET

CEILING HEIGHT:9'-5 1/2"

CEILING HEIGHT:9'-5 1/2"

VIN

YL

PLA

NK

CER

AM

IC T

ILE

LINE OF SUSPENDED GYP. BD. CLG. @ 8'-0"

4'-4

7/8

"

TWO BEDROOM

12'-3

7/8

"9'

-11

7/8"

4'-6

"

5'-2 3/8"4'-8 3/8"2'-4 1/8"5'-4 1/2"3'-1 1/2"12'-4 1/2"

11'-0

"8'

-0 1

/2"

11'-7

7/8

"

18'-0 7/8"

14'-9 3/8"

5'-1

1 3/

8"7'

-5 7

/8"

2'-5

5/8

"

6'-0"5'-4 3/4"

BEDROOMCARPET

CEILING HEIGHT:9'-5 1/2"

KITCHENCERAMIC TILE

SUSPENDED GYP. BD. CLG. @ 8'-0"AT ENTRY, KITCHEN, AND BATH

CEILING HEIGHT:8'-0"

LINE OF SUSPENDED GYP. BD. CLG. @ 8'-0"

BEDROOMCARPET

CEILING HEIGHT:9'-5 1/2"

BATHROOMCERAMIC TILE

CEILING HEIGHT:8'-0"

BATHROOMCERAMIC TILE

CEILING HEIGHT:8'-0"

CLOSETCARPET

VINYL PLANKCERAMIC TILE

ENTRYVINYL PLANK

CEILING HEIGHT:8'-0"

14'-2

3/4

"6'

-0"

7'-1

5/8

"4'

-5"

2'-4

1/2

"5'

-4 1

/2"

8'-5 3/8"5'-7 7/8"13'-0 1/2"

11'-1

0 3/

8"8'

-6 1

/2"

19'-1

1/2

"

14'-11 3/8" 12'-6"

6'-8"5'-10"

9'-7 5/8"

LIVING ROOMVINYL PLANK

CEILING HEIGHT:9'-5 1/2"

LIVING ROOMVINYL PLANK

CEILING HEIGHT:9'-5 1/2"

BEDROOMCARPET

CEILING HEIGHT:9'-5 1/2"

BEDROOMCARPET

CEILING HEIGHT:9'-5 1/2"

CLOSETCARPET

CLOSETCARPET BATHROOM

CERAMIC TILECEILING HEIGHT:

8'-0"

BATHROOMCERAMIC TILE

CEILING HEIGHT:8'-0"

STORAGEVCT

CEILING HEIGHT:8'-0"

KITCHENCERAMIC TILE

SUSPENDED GYP. BD. CLG. @ 8'-0"AT ENTRY, KITCHEN, AND BATH

CEILING HEIGHT:8'-0"

LINE OF SUSPENDED GYP. BD. CLG. @ 8'-0"

ENTRYCARPET

TWO BEDROOM

TYP. EFFICIENCY KITCHEN

TYP. KITCHENFOR REFERENCE ONLY

UNIT LAYOUTS SHOW SPECIFICCONFIGURATIONS

DATE

AB

AC

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AE

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AF

AG

0706050301 02 04 G E N E R A L N O T E S

THE "CONSTELLATION"700 N. EAST WASHINGTON, madison, wi

P R O G R E S S S E TNOT FOR CONSTRUCTION

C O D E N O T E S

DATE

[email protected]

608.333.1926

02.01.12

DESCRIPTION09.19.11 PRELIMINARY REVIEW SET

D R A W I N G N O T E S

ARCHITECT STRUCTURAL ENGINEER

0706050301 02 04

AB

AC

AD

AE

AA

AF

AG

D E S I G Nbark

11.03.11 DAT REVIEW SET

11.11.11 INFORMATIONAL UDC