12
A/C air condition A/E Architect/Engineer ACT acoustical ceiling tile ADDL additional ADDM addendum ADJ adjustable AFC above finished counter AFF above finished floor AFG above finished grade AFS above finished slab ALT alternate ALUM aluminum APPD approved APT apartment AP acoustical panel ASC above suspended ceiling BB baseboard BLDG building BLT borrowed lite BLW below BPL base plate BO bottom of BOS bottom of steel CB catch basin, construction bulletin CF/CI contractor furnished, contractor installed' CF/OI contractor furnished, owner installed CF/VI contractor furnished, vendor installed CG corner guard CIP cast-in-place CNTR counter CL centerline CLG ceiling A B C CLR clear CM construction management CM construction manager CMU concrete masonry unit CO cleanout COL column CONC concrete CORR corridor CPT carpet CSWK casework CT ceramic tile CW cold water CTB ceramic tile base DEMO demolition DEPT department DF drinking fountain DIA diameter DP decorative panel DR door DR FR door frame DTL detail DS downspout DW dishwasher DWG drawing E east EIFS exterior insulation & finish system EL elevation EJ expansion joint ELEC electric ELEC electrical ELEV elevator EP epoxy EPS expanded polystyrene board EQ equal ETR existing to remain EXIST existing EXT exterior F G H F female F filler FA fire alarm FA fluid-applied FAB fabric FC file cabinet FD floor drain FE fire extinguisher FEC fire extinguisher cabinet FHC fire hose cabinet FLR floor FM factory mutual FM floor mat FO finished opening FP fire protection FP fireproof FPL fireplace FRP fiberglass reinforced plastic FT fire treated FTG footing GA guage GALV galvanized GB grab bar GC general contractor GL glass GLU LAM glue laminated wood GR grade, grading GT grout GYP BD gypsum HB hose bibb HC hollow core HM hollow metal HORIZ horizontal HSKP housekeeping HGT height HVAC heating, ventilating & air conditioning HW hot water HWY highway T&M time & materials TEMP temperature TEMP temporary TER terrazzo TERB terrazzo base TFF top of finished floor TKBD tackboard TO top of TOB top of beam TOC top of concrete TOJ top of joist TOPO topography TOS top of slab TOS top of steel TYP typical UNO unless noted otherwise VERT vertical VF/CI vendor furnished, contractor installed VF/OI vendor furnished, owner installed VF/VI vendor furnished, vendor installed VNR veneer VIF verify in field W west W/ with W/O without WC water closet WC wall covering WD wood WDB wood base WDV wood veneer WH water heater WP wall protection WP work point WT window treatment XPS extruded polystyrene board (insulated) ID inside diameter INSUL insulation INT interior JS janitor sink LAM laminate LAV lavatory LL live load MAX maximum MC modular carpet tile MECH mechancal MFR manufacturer MICRO microwave MIN minimum MIN minute MISC miscellaneous MJ movement joint MO masonry opening MS mop sink MTL metal N north NA not applicable NIC not in contract NO number NM nominal NS no scale NTS not to scale OC on center OD outside diameter OF/CI owner furnished, contractor installed OF/OI owner furnished, owner installed OF/VI owner furnished, vendor installed OH DR overhead door OPH opposite hand OPNG opening PJ panel joint PLAM plastic laminate PLYWD plywood PNL panel PREFAB prefabricated PREFIN prefinished PSI pounds per square inch PT paint PTN partition QT quarry tile QTB quarry tile base QTZ quartz RB resilient base RCP reflected ceiling plan RD roof drain REBAR reinforcing steel bars REC recess REF reference REF refrigerator RF resilient flooring REV revision RFS room finish schedule RO rough opening S south SAN sanitary SC sealed concrete SC solid core SCHED schedule SCHED scheduled SF square foot SIM sim SS solid surface SST stainless steel ST stain ST stair STL steel STN stone STNB stone base STRUCT structure C D E I M N J L O Q R S P T W X U V TRUE N PLAN N 000 B 000-00 NAME 0000 TYPE HEIGHT XXX XX FLOOR BASE WALL REMARKS 000 000 000 PARTITION TYPE DOOR KEYNOTE FURNITURE EQUIPMENT WINDOW XX 000 CEILING CASEWORK FINISH PLAN A B A ELEVATION DATUM VIEW NUMBER VIEW NAME VIEW SCALE DEMOLITION GRID AND GRID IDENTIFICATION 1 2 1 2 A000 00 A000 00 SIM A000 00 SIM BUILDING SECTIONS OTHER SECTIONS CONSTRUCTION PHASES ELEVATIONS ROOM DETAILS TITLE 1/2" = 1'-0" DIMENSION REFERENCES EXISTING NEW NEW EXISTING 19 SIM TAGS CALLOUTS GRAPHICS NORTH ARROW TO OBJECT CENTER TO OBJECT FACE OR OTHER GEOMETRY EQ EQ EQ 5'-0" 4'-0" W" x H" x D" A000 000 Level 0'-0" A000-000 A1 A2 A3 A4 A000 A1 A2 A3 A4 These documents reflect progress and intent and may be subject to change, including additional detail. These are not final construction documents and shall not be used for final bidding or construction - related purposes. PROGRESS DOCUMENTS NOT FOR CONSTRUCTION PROJECT MANAGER PROJECT NUMBER KEY PLAN SHEET INFORMATION PROJECT INFORMATION ISSUANCE AND REVISIONS m i l w a u k e e 333 East Chicago Street Milwaukee, Wisconsin 53202 414.271.5350 309 West Johnson Street, Suite 202 Madison, Wisconsin 53703 608.442.5350 m a d i s o n 1899 Wynkoop Street, Suite 300 Denver, Colorado 80202 303.595.4500 d e n v e r PROJECT TEAM SYMBOL LEGEND VICINITY MAP ABBREVIATIONS SHEET INDEX SOUTHSIDE ELEMENTARY ADDITION PROJECT INFORMATION AND INDEX T-1 320539 - 00 PM 501 E Badger Rd, Madison, WI 53713 © 2020 Eppstein Uhen Architects, Inc. DATE DESCRIPTION 06/22/2021 SCHEMATIC DESIGN EMAIL ADDRESS: DIRECT PHONE: PROJECT CONTACT: ARCHITECTURAL EPPSTEIN UHEN ARCHITECTS, INC. 333 East Chicago Street Milwaukee, WI 53202 PHONE: (414) 271-5350 www.eua.com Abie Khatchadourian (414) 291-8163 [email protected] PROJECT LOCATION EMAIL ADDRESS: DIRECT PHONE: PROJECT CONTACT: CONSTRUCTION MANAGER J.H. FINDORFF & SON INC. 300 SOUTH BEDFORD STREET MADISON, WISCONSIN 53703 PHONE: (608) 441-6891 AARON ZUTZ (608) 441-6891 [email protected] EMAIL ADDRESS: DIRECT PHONE: PROJECT CONTACT: CIVIL ENGINEERING WYSER ENGINEERING 312 Main Street Mount Horeb, WI 53572 PHONE: (608) 437-1980 Wade Wyse (608) 843-3388 [email protected] EMAIL ADDRESS: DIRECT PHONE: PROJECT CONTACT: LANDSCAPE DESIGN SAIKI LANDSCAPE DESIGN 1110 S. Park Street Madison, WI 53715 PHONE: (608) 405-8148 Samantha Farrell Folger (608) 405-8160 [email protected] EMAIL ADDRESS: DIRECT PHONE: PROJECT CONTACT: STRUCTURAL ENGINEERING OTIE 1033 N. Mayfair Road, Suite 200 Milwaukee, WI 53226 PHONE: (608) 241-6717 James Hall (608) 215-4939 [email protected] EMAIL ADDRESS: DIRECT PHONE: PROJECT CONTACT: PLUMBING AND FIRE PROTECTION ENGINEERING MEP SALAS OBRIEN 1111 Deming Way, Suite 202 Madison, WI 53717 PHONE: (608) 218-3790 Tim Coach (715) 832-5680 [email protected] EMAIL ADDRESS: DIRECT PHONE: PROJECT CONTACT: MECHANICAL ENGINEERING MEP SALAS OBRIEN 1111 Deming Way, Suite 202 Madison, WI 53717 PHONE: (608) 218-3790 Josh Hinson (608) 239-3996 [email protected] EMAIL ADDRESS: DIRECT PHONE: PROJECT CONTACT: ELECTRICAL ENGINEERING MEP SALAS OBRIEN 1111 Deming Way, Suite 202 Madison, WI 53717 PHONE: (608) 218-3790 Paul Culver (608) 848-9556 [email protected] EMAIL ADDRESS: DIRECT PHONE: PROJECT CONTACT: DISTRICT MADISON METROPOLITAN SCHOOL DISTRICT 4711 PFLAUM ROAD MADISON, WISCONSIN 53718 PHONE: (608) 204-7912 BRANDON HALVERSON (608) 204-7912 [email protected] EMAIL ADDRESS: DIRECT PHONE: PROJECT CONTACT: FOODSERVICE CAPITAL FOODSERVICE DESIGN 1522 Lake View Ave Madison, WI 53704 PHONE: (608) 514-4373 Brian Nelson (608) 514-4373 [email protected] T-1 PROJECT INFORMATION AND INDEX L-1 LANDSCAPE PLAN C-1 SITE PLAN C-2 AREA PLAN C-3 SITE PHOTOS A-1 EXTERIOR ELEVATIONS - B&W A-2 EXTERIOR ELEVATIONS - B&W A-3 EXTERIOR ELEVATIONS - COLOR A-4 EXTERIOR ELEVATIONS - COLOR A-5 EXTERIOR ELEVATIONS - AXONOMETRIC VIEWS A-6 EXISTING BUILDING MATERIALS A-7 NEW BUILDING MATERIALS

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Page 1: A C F I P T - cityofmadison.com

A/C air condition

A/E Architect/Engineer

ACT acousticalceiling tile

ADDL additional

ADDM addendum

ADJ adjustable

AFC above finishedcounter

AFF above finished

floor

AFG above finished

gradeAFS above finished

slab

ALT alternate

ALUM aluminum

APPD approved

APT apartmentAP acoustical panel

ASC above suspended

ceiling

BB baseboard

BLDG building

BLT borrowed lite

BLW below

BPL base plateBO bottom of

BOS bottom of steel

CB catch basin,construction bulletin

CF/CI contractor furnished,

contractor installed'

CF/OI contractor furnished,

owner installedCF/VI contractor furnished,

vendor installed

CG corner guard

CIP cast-in-place

CNTR counterCL centerline

CLG ceiling

A

B

C

CLR clear

CM construction

managementCM construction manager

CMU concrete masonry unit

CO cleanout

COL column

CONC concrete

CORR corridorCPT carpet

CSWK casework

CT ceramic tile

CW cold water

CTB ceramic tile base

DEMO demolition

DEPT department

DF drinking fountain

DIA diameterDP decorative panel

DR door

DR FR door frame

DTL detail

DS downspoutDW dishwasher

DWG drawing

E east

EIFS exterior insulation& finish system

EL elevation

EJ expansion joint

ELEC electric

ELEC electricalELEV elevator

EP epoxy

EPS expanded polystyrene

board

EQ equal

ETR existing to remainEXIST existing

EXT exterior

F

G

H

F female

F filler

FA fire alarmFA fluid-applied

FAB fabric

FC file cabinet

FD floor drain

FE fire extinguisherFEC fire extinguisher

cabinet

FHC fire hose cabinet

FLR floor

FM factory mutualFM floor mat

FO finished opening

FP fire protection

FP fireproof

FPL fireplace

FRP fiberglassreinforced plastic

FT fire treated

FTG footing

GA guage

GALV galvanized

GB grab bar

GC general contractor

GL glassGLU LAM glue laminated

wood

GR grade, grading

GT grout

GYP BD gypsum

HB hose bibb

HC hollow core

HM hollow metalHORIZ horizontal

HSKP housekeeping

HGT height

HVAC heating, ventilating

& air conditioningHW hot water

HWY highway

T&M time & materials

TEMP temperature

TEMP temporaryTER terrazzo

TERB terrazzo base

TFF top of finished floor

TKBD tackboard

TO top of

TOB top of beamTOC top of concrete

TOJ top of joist

TOPO topography

TOS top of slab

TOS top of steelTYP typical

UNO unless noted otherwise

VERT vertical

VF/CI vendor furnished,

contractor installed

VF/OI vendor furnished,owner installed

VF/VI vendor furnished,

vendor installed

VNR veneer

VIF verify in field

W west

W/ with

W/O without

WC water closetWC wall covering

WD wood

WDB wood base

WDV wood veneer

WH water heaterWP wall protection

WP work point

WT window treatment

XPS extruded polystyrene

board (insulated)

ID inside diameter

INSUL insulation

INT interior

JS janitor sink

LAM laminateLAV lavatory

LL live load

MAX maximumMC modular carpet tile

MECH mechancal

MFR manufacturer

MICRO microwave

MIN minimumMIN minute

MISC miscellaneous

MJ movement joint

MO masonry opening

MS mop sinkMTL metal

N north

NA not applicableNIC not in contract

NO number

NM nominal

NS no scale

NTS not to scale

OC on center

OD outside diameter

OF/CI owner furnished,

contractor installedOF/OI owner furnished,

owner installed

OF/VI owner furnished,

vendor installed

OH DR overhead doorOPH opposite hand

OPNG opening

PJ panel joint

PLAM plastic laminate

PLYWD plywoodPNL panel

PREFAB prefabricated

PREFIN prefinished

PSI pounds per square

inchPT paint

PTN partition

QT quarry tileQTB quarry tile base

QTZ quartz

RB resilient base

RCP reflected ceiling planRD roof drain

REBAR reinforcing steel bars

REC recess

REF reference

REF refrigeratorRF resilient flooring

REV revision

RFS room finish schedule

RO rough opening

S south

SAN sanitary

SC sealed concrete

SC solid coreSCHED schedule

SCHED scheduled

SF square foot

SIM sim

SS solid surfaceSST stainless steel

ST stain

ST stair

STL steel

STN stoneSTNB stone base

STRUCT structure

C

D

E

I

M

N

J

L

O

Q

R

S

P T

W

X

U

V

TRUE

N

PLAN

N

000

B

000-00

NAME

0000

TYPE

HEIGHT

XXXXX

FLOOR

BASE

WALL

REMARKS

000

000

000

PARTITION TYPE

DOOR

KEYNOTE

FURNITURE

EQUIPMENT

WINDOWXX000

CEILING

CASEWORK

FINISH PLAN

A

B

A

ELEVATION

DATUM

VIEW NUMBER

VIEW NAME

VIEW SCALE

DEMOLITION

GRID AND GRID IDENTIFICATION

1 21 2

A000

00

A000

00

SIM

A000

00

SIM

BUILDING

SECTIONS

OTHER

SECTIONS

CONSTRUCTION PHASES

ELEVATIONS

ROOM

DETAILS

TITLE

1/2" = 1'-0"

DIMENSION REFERENCES

EXISTING NEW

NEW EXISTING

19

SIM

TAGSCALLOUTS GRAPHICS

NORTH ARROW

TO OBJECT CENTER TO OBJECT FACEOR OTHER GEOMETRY

EQ EQ EQ 5'-0" 4'-0"

W" x H" x D"

A000

000

Level

0'-0"

A000-000A1

A2

A3

A4

A000A1

A2

A3

A4

These documents reflect progress and intent and maybe subject to change, including additional detail. These are not final construction documents and shall not be

used for final bidding or construction-related purposes.

PROGRESS DOCUMENTSNOT FOR CONSTRUCTION

PROJECT MANAGER

PROJECT NUMBER

KEY PLAN

SHEET INFORMATION

PROJECT INFORMATION

ISSUANCE AND REVISIONS

m i l w a u k e e 333 East Chicago StreetMilwaukee, Wisconsin 53202414.271.5350

309 West Johnson Street, Suite 202Madison, Wisconsin 53703608.442.5350

m a d i s o n

1899 Wynkoop Street, Suite 300Denver, Colorado 80202303.595.4500

d e n v e r

PROJECT TEAM

SYMBOL LEGEND

VICINITY MAP

ABBREVIATIONS SHEET INDEX

SOUTHSIDEELEMENTARYADDITION

PROJECTINFORMATION ANDINDEX

T-1

320539-00

PM

501 E Badger Rd,Madison, WI 53713

© 2020 Eppstein Uhen Architects, Inc.

DATE DESCRIPTION06/22/2021 SCHEMATIC DESIGN

EMAIL ADDRESS:DIRECT PHONE:PROJECT CONTACT:

ARCHITECTURALEPPSTEIN UHEN ARCHITECTS, INC.

333 East Chicago StreetMilwaukee, WI 53202

PHONE: (414) 271-5350www.eua.com

Abie Khatchadourian(414) 291-8163

[email protected]

PROJECT LOCATION

EMAIL ADDRESS:DIRECT PHONE:PROJECT CONTACT:

CONSTRUCTION MANAGERJ.H. FINDORFF & SON INC.

300 SOUTH BEDFORD STREETMADISON, WISCONSIN 53703

PHONE: (608) 441-6891

AARON ZUTZ(608) 441-6891

[email protected]

EMAIL ADDRESS:DIRECT PHONE:PROJECT CONTACT:

CIVIL ENGINEERINGWYSER ENGINEERING

312 Main StreetMount Horeb, WI 53572

PHONE: (608) 437-1980

Wade Wyse(608) 843-3388

[email protected]

EMAIL ADDRESS:DIRECT PHONE:PROJECT CONTACT:

LANDSCAPE DESIGNSAIKI LANDSCAPE DESIGN

1110 S. Park StreetMadison, WI 53715

PHONE: (608) 405-8148

Samantha Farrell Folger(608) 405-8160

[email protected]

EMAIL ADDRESS:DIRECT PHONE:PROJECT CONTACT:

STRUCTURAL ENGINEERINGOTIE

1033 N. Mayfair Road, Suite 200Milwaukee, WI 53226

PHONE: (608) 241-6717

James Hall(608) [email protected]

EMAIL ADDRESS:DIRECT PHONE:PROJECT CONTACT:

PLUMBING AND FIRE PROTECTION ENGINEERINGMEP SALAS OBRIEN

1111 Deming Way, Suite 202Madison, WI 53717

PHONE: (608) 218-3790

Tim Coach(715) 832-5680

[email protected]

EMAIL ADDRESS:DIRECT PHONE:PROJECT CONTACT:

MECHANICAL ENGINEERINGMEP SALAS OBRIEN

1111 Deming Way, Suite 202Madison, WI 53717

PHONE: (608) 218-3790

Josh Hinson(608) 239-3996

[email protected]

EMAIL ADDRESS:DIRECT PHONE:PROJECT CONTACT:

ELECTRICAL ENGINEERINGMEP SALAS OBRIEN

1111 Deming Way, Suite 202Madison, WI 53717

PHONE: (608) 218-3790

Paul Culver(608) 848-9556

[email protected]

EMAIL ADDRESS:DIRECT PHONE:PROJECT CONTACT:

DISTRICTMADISON METROPOLITAN SCHOOL DISTRICT

4711 PFLAUM ROADMADISON, WISCONSIN 53718

PHONE: (608) 204-7912

BRANDON HALVERSON(608) 204-7912

[email protected]

EMAIL ADDRESS:DIRECT PHONE:PROJECT CONTACT:

FOODSERVICECAPITAL FOODSERVICE DESIGN

1522 Lake View AveMadison, WI 53704

PHONE: (608) 514-4373

Brian Nelson(608) 514-4373

[email protected]

T-1 PROJECT INFORMATION AND INDEX

L-1 LANDSCAPE PLAN

C-1 SITE PLAN

C-2 AREA PLAN

C-3 SITE PHOTOS

A-1 EXTERIOR ELEVATIONS - B&W

A-2 EXTERIOR ELEVATIONS - B&W

A-3 EXTERIOR ELEVATIONS - COLOR

A-4 EXTERIOR ELEVATIONS - COLOR

A-5 EXTERIOR ELEVATIONS - AXONOMETRIC VIEWS

A-6 EXISTING BUILDING MATERIALSA-7 NEW BUILDING MATERIALS

Page 2: A C F I P T - cityofmadison.com

ST

ST

ST

W

GM

GI

GI

EB

ET

ET

BURDETTE PLAT

LOT 2 LOT 3 LOT 4OUTLOT 1 1ST

AD

DITI

ON

TO

RIM

ROC

K

HEI

GHT

SLOT

4LO

T 5

LOT

6

BLO

CK

1

LOT 1 LOT 2

RIMROCK HEIGHTS

BLOCK 1

1ST

AD

DITI

ON

TO

RIM

ROC

K

HEI

GHT

S

LOT 2

5

CSM #3040LOT 1

10' WIDE LIMITEDHIGHWAY EASEMENTPER CSM #3040 10' WIDE LIMITED

HIGHWAY EASEMENTPER CSM #3040

6' WIDE UTILITYEASEMENT PERCSM #3040

CROSS HATCHED AREAIS WIS. TEL. CO.EASEMENT PER DOC.NO. 1784683

12' WIDE UTILITYEASEMENT PER DOC.NO. 2378410 12' WIDE UTILITY

EASEMENT PER DOC.NO. 2378410

SHADED AREA ISUTILITY EASEMENTPER DOC. NO. 2813394

10' WIDE UTILITYEASEMENT PERDOC. NO. 2468742

APPROXIMATE10' WIDE ELECTRICEASEMENT PER DOC.NO. 8320387

BENCHMARK #1ELEV=864.12

BENCHMARK #3ELEV=862.64

BENCHMARK #4ELEV=866.67

S 00°5

0'12

" W

145.

11'

S 89°09'48" E 75.00'

S 00°5

0'12

" W

179.

15'

N 89°09'48" W

592.01'

N 14°5

1'02"

E

334.17

'

N 89°10'05" W2635.66'

C1/4 CORNERSEC 36-7-9

S1/4 CORNERSEC 36-7-9

2057.39'578.27'

N 0

0°30

'03"

E26

48.12

'

NORTH LINE OF THE SW1/4

EAST

LIN

E O

F TH

E SW

1/4

NE1/4 - SW1/4

TOTAL AREA167,951 Sq. Feet

3.856 Acres

S 89°10'05" E436.09'

8.0'±

7.5'±

SHED CORNERIS 1.5'± EASTOF LOT LINE

SHED CORNERIS 1.0'± EASTOF LOT LINE

SHED CORNERIS 0.5'± SOUTHOF LOT LINE

SHED CORNERIS 1.0'± SOUTHOF LOT LINE

UNDERGROUND ELECTRICCROSSES LOT LINEUNDERGROUND

ELECTRIC IS 0.5'±SOUTH OF LOT LINE

UNDERGROUND ELECTRICCROSSES LOT LINE

UNDERGROUNDELECTRIC IS 1.0'±SOUTH OF LOT LINE

PEDESTAL CORNERSARE 0.5'± WEST OFUTILITY EASEMENT

FENCE END IS 0.5'±NORTH OF LOT LINE

FENCE IS 0.5'± NORTHOF LOT LINE

6' WIDE UTILITYEASEMENT PERCSM #3040

FENCE CORNER IS 0.5'± WESTAND 0.5'± SOUTH OF LOT LINE

FENCE END IS 0.5'±WEST OF LOT LINE

FENCE CORNER IS 0.5'± NORTHAND 0.5'± WEST OF LOT LINE

FENCE CORNER IS0.5'± WEST AND0.5'± SOUTH OFLOT CORNER

FOUND SURVEY SPIKELEANING AND REPLACEDIT WITH 3/4" IRON REBAR

S 00

°50'

12"

W33

.00'

BENCHMARK #2ELEV=866.95

CSM #14510LOT 1

CSM #6504LOT 1

FENCE TEE IS 0.5'±NORTH OF LOT LINE FENCE TEE IS 0.5'±

NORTH OF LOT LINE

FENCE CORNER IS 0.5'±EAST OF LOT LINE

T

EB

X X XX

XX

XX

X X X X X X X XX

XX

XX

XX

XX

XX

XX

XX

X

XX

XX

X

XX

861.70 BC

861.70 EP

861.70 BC

861.70 EP

862.50 SW 864.4± SW

MATCH

865.7± SW

MATCH

861.8± EP

MATCH

862.8± SW

MATCH

865.3± EP

MATCH

865.3± EP

MATCH 870.5

4 BC

870.1

0 EP

864.7 SW

STM

STMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTM

865.1± SW

MATCH

865.1± SW

MATCH

12 PARKING STALLS @ 9'X18' = 108.0005

24.0'

5.0001

STM

STM

STM

STM

STM

24.0000

865.5

5 FFE

865.5

5 FFE

865.55 FEE

865.3± EP

MATCH

STMperf

STM

STM

STM

STM

866.5

8 FG

867.3

8 BC

866.9

4 EP

870.54 BC

870.10 EP

869.74 FG

870.9

8 BC

870.5

4 EP

866.2

0 BC

865.7

6 EP

869.28 BC

868.84 EP

864.19 SW

MATCH

863.97 SW

865.04 BC

864.60 EP

865.60 BC

865.04 EP

865.19 BC

864.75 EP

865.75 BC

865.19 EP 865.04 BC864.60 EP

865.60 BC865.04 EP

866.9

4 FG

867.8

2 FG

867.11 BC866.67 EP

867.67 BC867.11 EP

867.8

4 BC

867.4

0 EP

868.4

0 BC

867.8

4 EP

868.1

9 BC

867.7

5 EP

868.7

5 BC

868.1

9 EP

862.3± SW

MATCH

862.2± SW

MATCH

863.83 SW

863.83 SW

860.94 BC

860.50 EP

860.94 BC

860.50 EP

862.24 SW

865.46 SW

863.38 SW

863.47 SW

863.92 SW

865.55 FFE

861.75±

EP MATCH

861.53±

EP MATCH

860.94 BC

860.50 EP

862.01 BC

861.45 EP

861.84 SW

861.84 SW

862.33 SW

862.24 SW

861.15 BC

860.71 EP

861.34 BC

860.90 EP

863.38 SW

861.91 SW

863.38 SW

865.0 FG

R25.0000

R25.0000

R81.7623

R5.0000

861.32 BC

860.88 EP

861.76 BC

861.32 EP

R30.0000

R40.0000

862.15 SW

862.30 SW

862.15 SW

862.30 SW

859.78±

SW MATCH

R25.0000R25.0000

STM STM

STM

X

SAN

SANSAN

SAN

SANSANSAN

WAT

X X X X

11.1441

865.55 FFE

865.55 FFE

22.0000

16.00007.000010.000010.0000

8.5000

10.0000

24.0000

16.0000

10.0000

EXISTING BUILDING

PROPOSED ADDITION

PROPOSED ADDITION

PROPOSED ADDITION

PROPOSED PLAYGROUND AREA

PROPOSED PARKING

EXISTING PARKING

PROPOSED PARKING

PROPOSED ROPE CLIMBER

PROPOSED SLIDE

PROPOSED SWINGS

PROPOSED SPINNER

PROPOSED EUROFLEX® RUBBER HALF BALLS

PROPOSED NATURE PATH

BIORETENTION BASIN

BIORETENTION BASIN

PROPOSED SEATING: BENCHES & TABLES

PROPOSED BENCHES

PROPOSED BIKE RACKS

PROPOSED BIKE RACKS

PROPOSED POURED IN PLACE AREA (PIP) AREA

PROPOSED ENGINEERED WOOD FIBER (EWF) AREA

PROPOSED ENGINEEREDWOOD FIBER (EWF) AREA

PROPOSED POURED PLAY HOUSE

PROPOSED NATURE KITCHEN

PROPOSED SMALL SPINNERS

RELOCATED SHED

LEGEND

EXISTING SHADE TREES

EXISTING TREES TO BE REMOVED/TRANSPLANTED

EXISTING FRUIT/ NUT/ ORNAMENTAL TREES

EXISTING EVERGREEN TREES

PROPOSED SEATING AND TRASH/RECRECEPTACLES

BIORETENTION PLUGS

LANDSCAPE AREA: SHRUB/ PERENNIAL BED WITHBARK MULCH & METAL EDGING

BLUEGRASS SEED

TREE PROTECTION

PROPOSED SHADE/ ORNAMENTAL TREESNOTE: TREES TO BE 2-2.5" CAL., MIX OF HONEYLOCUST, ELM,OAK, MAPLE, SERVICEBERRY, IRONWOOD, LONDON PLANE,HACKBERRY, CRABAPPLE, AND KENTUCKY COFFEETREE

PROPOSED EVERGREEN TREES

PROPOSED SHRUBSNOTE: SHRUBS TO BE 3 GAL. OR 5 GAL., MIX OFDOGWOOD, DWARF BUSHHONEYSUCKLE, VIRBURNUM,HAZLENUT, SPIREA, CHOKEBERRY, YEW, AND JUNIPER

ENGINEERED WOOD FIBER PLAY SURFACING (EWF)

POURED IN PLACE RUBBER PLAYSURFACING (PIP)

RECLAIMED & PROPOSED BOULDERS, LOGEDGERS, AND LOGS

These documents reflect progress and intent and maybe subject to change, including additional detail. Theseare not final construction documents and shall not be

used for final bidding or construction-related purposes.

PROGRESS DOCUMENTSNOT FOR CONSTRUCTION

PROJECT MANAGER

PROJECT NUMBER

KEY PLAN

SHEET INFORMATION

PROJECT INFORMATION

ISSUANCE AND REVISIONS

3

E

D

C

B

A

21 654 7

321 654 7

E

D

C

B

A

m i l w a u k e e 333 East Chicago StreetMilwaukee, Wisconsin 53202414.271.5350

309 West Johnson Street, Suite 202Madison, Wisconsin 53703608.442.5350

m a d i s o n

1899 Wynkoop Street, Suite 300Denver, Colorado 80202303.595.4500

d e n v e r

MMSD - RIMROCKSOUTHSIDEELEMENTARY SCHOOL

LANDSCAPE PLAN

L-1

501 E BADGER RDMADISON, WI 53713

© 2021 Eppstein Uhen Architects, Inc.

DATE DESCRIPTION

0 20' 40'

1" = 20'-0" NORTH

06/21/2021 100% SD SET

Page 3: A C F I P T - cityofmadison.com

ST

ST

ST

GI

GI

UP

UP

UP

UP

977 SF

5K1

928 SF

5K2

856 SF

5K3

1,130 SF

5K4

870 SF

1ST5

1,012 SF

4K6

320 SF

OT/PT7

155 SF

CHANGING8

88 SF

TLT9

893 SF

1ST10

873 SF

1ST11

878 SF

1ST12

111 SF

PE OFFICE13

376 SF

GYM STOR14

2,955 SF

COMMONS15

262 SF

GIRLS TLT16

232 SF

BOYS TLT17

390 SF

CAFE STOR18

103 SF

CUSTODIAL19

74 SF

DATA ROOM20

71 SF

FAMILY TLT21

275 SF

NURSE22

54 SF

STOR23

93 SF

NURSE TLT24

340 SF

STAFF LOUNGE25

84 SF

VEST28

130 SF

VEST29

132 SF

OFFICE30

132 SF

OFFICE32

202 SF

CONF33133 SF

PRINCIPAL34

523 SF

RECEPTION35

107 SF

SGI37

107 SF

SGI38

X X XX

XX

XX

X X X X X X X XX

XX

XX

XX

XX

XX

XX

XX

X

XX

XX

X

XX

12 PARKING STALLS @ 9'X18' = 108.0'

24.0'

5.0'

24.0'

R25.0'

R25.0'

R81.8'

R5.0'

R30.0'

R40.0'

R25.0' R25.0'

20.9'

22.0'

16.0'7.0'

10.0'10.0'

8.5'

10.0'

24.0'

16.0'

10.0'

10 PARKING STALLS @ 9'X16' WITH2-FOOT OVERHANG = 100.0'

E BADGER ROADEXISTING 20-FOOT WIDECOMMERCIAL ENTRY TOREMAIN.

ONE 9'X16' VAN ADA STALL 8'X16'STRIPED AREA AND ADA VAN STALLSIGN

STOP SIGN

CONTRACTOR TO FIELD VERIFY ALLEXISTING INTERIOR COLUMN LINESAND TRANSFER COLUMN LINES INTOTHE PROPOSED ADDITION.

BUILDING FOOTPRINT SHOWN BASEDON ARCHITECTURAL FLOOR PLAN ASPROVIDED TO WYSER ENGINEERING ON6/11/21. THIS DRAWING SHOULD NOT BEUSED FOR CONSTRUCTION LAYOUTUNTIL FOUNDATION IS VERIFIED BYFINAL STRUCTURAL PLANS. THIS IS THERESPONSIBILITY OF THE CONTRACTOR.

PROPERTY BOUNDARY

EASEMENT

BUILDING FOOTPRINT

18" CURB AND GUTTER

ASPHALT PAVEMENT

CONCRETE PAVEMENT

LEGEND (PROPOSED)

GENERAL NOTES

1. UNDERLYING SITE CONTOURS AND INFORMATION BASED ON TOPOGRAPHIC & UTILITY DATA ASPROVIDED TO WYSER ENGINEERING. WYSER ENGINEERING SHALL NOT BE HELD RESPONSIBLEFOR ANY ERRORS OR OMISSIONS THAT MAY ARISE AS A RESULT OF ERRONEOUS OR INCOMPLETEINFORMATION PROVIDED BY OTHERS. CONTRACTOR TO CONFIRM ALL ELEVATIONS, GENERALDRAINAGE AND EARTHWORK REQUIREMENTS PRIOR TO CONSTRUCTION.

2. THE BENCHMARK LOCATIONS ARE SHOWN FOR REFERENCE ONLY ON THIS PLAN. THEBENCHMARKS SHALL BE VALIDATED BY LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION.CONTRACTOR ASSUMES RISK ASSOCIATED WITH BENCHMARK ELEVATIONS UNTIL CONFIRMED.

3. CONTRACTOR TO OBTAIN APPROPRIATE PERMITS FOR STREET OPENINGS & TO WORK WITHINTHE CITY'S LAND IF REQUIRED.

4. WYSER ENGINEERING SHALL BE HELD HARMLESS AND DOES NOT WARRANT ANY DEVIATIONS BYTHE OWNER OR CONTRACTOR FROM THE APPROVED CONSTRUCTION PLANS THAT MAY RESULTIN DISCIPLINARY ACTIONS BY REGULATORY AGENCIES.

5. IF ANY ERRORS, DISCREPANCIES, OR OMISSIONS WITHIN THE PLAN BECOME APPARENT, IT SHALLBE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO CONSTRUCTION SO THATCLARIFICATION OR REDESIGN MAY OCCUR.

6. ALL MUNICIPAL UTILITY CONNECTIONS, WORK IN ROW, PUBLIC OUTLOTS AND PUBLICEASEMENTS SHALL BE IN ACCORDANCE WITH CITY OF MADISON STANDARD SPECIFICATIONS FORPUBLIC WORKS CONSTRUCTION.

PROPOSEDEXPANSION

33,200 SF±

These documents reflect progress and intent and maybe subject to change, including additional detail. Theseare not final construction documents and shall not be

used for final bidding or construction-related purposes.

PROGRESS DOCUMENTSNOT FOR CONSTRUCTION

PROJECT MANAGER

PROJECT NUMBER

KEY PLAN

SHEET INFORMATION

PROJECT INFORMATION

ISSUANCE AND REVISIONS

3

E

D

C

B

A

21 654 7

321 654 7

E

D

C

B

A

m i l w a u k e e 333 East Chicago StreetMilwaukee, Wisconsin 53202414.271.5350

309 West Johnson Street, Suite 202Madison, Wisconsin 53703608.442.5350

m a d i s o n

1899 Wynkoop Street, Suite 300Denver, Colorado 80202303.595.4500

d e n v e r

SOUTHSIDEELEMENTARYADDITION

SITE PLAN

C-1

320539-00

PM

501 E Badger Rd,Madison, WI 53713

© 2021 Eppstein Uhen Architects, Inc.

DATE DESCRIPTION

EXISTINGBUILDING

EXISTING BIORETENTION TOREMAIN

NEW BIORETENTIONBASIN EXPANSION OF

EXISTING INFILTRATION

EXISTING UNDERGROUNDSTORAGE VAULT AND

RAINWATER REUSE SYSTEMTO REMAIN

370 LF OF FENCING WITH TWOGATES (1 PEDESTRIAN

ACCESS & 1 MAINTENANCEACCESS) TO ENCLOSE

PLAYGROUND AREA

EXISTING POROUS CONCRETE(8 PARKING STALLS)

NEW CONCRETE CONNECTORWALK

NEW BIORETENTION

DEAD END FIRE LANE TO THISPOINT

FIRE LANE

POTENTIAL RELOCATIONOF HOOP HOUSE POTENTIAL RELOCATION

OF HOOP HOUSE

RELOCATION OFEXISTING

BADGER ROCKCENTER SHED

PUBLIC GARDENAND RAISED

GARDEN PLOTRELOCATIONS IN

THIS AREA(~5,000 SF)

ALTERNATEEXPANSION IN

THIS AREA1,350 SF±

RELOCATE EXISTINGMONUMENT SIGN 5" CONCRETE PUBLIC

SIDEWALK

10-FOOT WIDE ASPHALTRECREATIONAL TRAIL

RELOCATION

REMOVE AND REPLACE EXISTING CURB AND GUTTER ANDINSTALL NEW ASPHALT BUMPOUT OF PUBLIC STREET WITHCURB. ALL WORK SHALL BE IN ACCORDANCE WITH CITY OFMADISON ISSUED PLANS AND PUBLIC SPECIFICATIONS.

BUILDING OVERHANG LIMITS

ELECTRIC FACILITY TOREMAIN IN PLACE. NODISTURBANCE ALLOWED.

RAMP WITH RAILING UP TOMAIN ENTRY POINT.

ADA COMPLIANT RAMP

SAWCUT ANDEXPAND EXISTING20-FOOT DRIVEWAYTO 24-FOOT.

REMOVE AND EXISTING NO PARKING SIGNAGE (2)

TWO ELECTRIC VEHICLESTALLS WITH EXPANSION TO

FOUR IN THE FUTURE. SEEELECTRICAL PLANS FOR

CHARGING STATION DETAILS

APPROXIMATELY 10,000 SFPLAYGROUND AREA. SEE

LANDSCAPE PLAN FOR DETAIL.

REPLACE EXISTING WOODCHIP PATH. REFER TO

LANDSCAPE PLAN.

EXISTINGGARDENS TO

REMAIN

ALTERNATE:INSTALL THREE9'X18' STALLS WITHRETAINING WALL.

ALTERNATE: INSTALL SIX9'X18' "BUDDY" STALLS.REQUIRES CITY / MMSDAPPROVAL.

Page 4: A C F I P T - cityofmadison.com

These documents reflect progress and intent and maybe subject to change, including additional detail. These are not final construction documents and shall not be

used for final bidding or construction-related purposes.

PROGRESS DOCUMENTS

NOT FOR CONSTRUCTION

PROJECT MANAGER

PROJECT NUMBER

KEY PLAN

SHEET INFORMATION

PROJECT INFORMATION

ISSUANCE AND REVISIONS

3

E

D

C

B

A

21 654 7

321 654 7

E

D

C

B

A

m i l w a u k e e 333 East Chicago StreetMilwaukee, Wisconsin 53202414.271.5350

309 West Johnson Street, Suite 202Madison, Wisconsin 53703608.442.5350

m a d i s o n

1899 Wynkoop Street, Suite 300Denver, Colorado 80202303.595.4500

d e n v e r

SOUTHSIDEELEMENTARYADDITION

AREA PLAN

C-2

320539 -00

PM

501 E Badger Rd,Madison, WI 53713

© 2020 Eppstein Uhen Architects, Inc.

DATE DESCRIPTION06/22/2021 SCHEMATIC DESIGN

Page 5: A C F I P T - cityofmadison.com

These documents reflect progress and intent and maybe subject to change, including additional detail. These are not final construction documents and shall not be

used for final bidding or construction-related purposes.

PROGRESS DOCUMENTS

NOT FOR CONSTRUCTION

PROJECT MANAGER

PROJECT NUMBER

KEY PLAN

SHEET INFORMATION

PROJECT INFORMATION

ISSUANCE AND REVISIONS

3

E

D

C

B

A

21 654 7

321 654 7

E

D

C

B

A

m i l w a u k e e 333 East Chicago StreetMilwaukee, Wisconsin 53202414.271.5350

309 West Johnson Street, Suite 202Madison, Wisconsin 53703608.442.5350

m a d i s o n

1899 Wynkoop Street, Suite 300Denver, Colorado 80202303.595.4500

d e n v e r

SOUTHSIDEELEMENTARYADDITION

SITE PHOTOS

C-3

320539 -00

PM

501 E Badger Rd,Madison, WI 53713

© 2020 Eppstein Uhen Architects, Inc.

DATE DESCRIPTION06/22/2021 SCHEMATIC DESIGN

A/C-3

B/C-3

C/C-3

D/C-3

E/C-3

Page 6: A C F I P T - cityofmadison.com

A

MC-01 FB-02

1 2 4 5 76 10 12 143

MC-01FB-01 FB-02 SF MCMP-01 PJ, TYP.

A

MC-01FB-02

MC-01 FB-03 FB-01 SF MCMP-01 PJ, TYP.

HJKLM

MC-01 FB-02 CW

FB-01SF

MC-01FB-01 SF FB-03

These documents reflect progress and intent and maybe subject to change, including additional detail. These are not final construction documents and shall not be

used for final bidding or construction-related purposes.

PROGRESS DOCUMENTS

NOT FOR CONSTRUCTION

PROJECT MANAGER

PROJECT NUMBER

KEY PLAN

SHEET INFORMATION

PROJECT INFORMATION

ISSUANCE AND REVISIONS

3

E

D

C

B

A

21 654 7

321 654 7

E

D

C

B

A

m i l w a u k e e 333 East Chicago StreetMilwaukee, Wisconsin 53202414.271.5350

309 West Johnson Street, Suite 202Madison, Wisconsin 53703608.442.5350

m a d i s o n

1899 Wynkoop Street, Suite 300Denver, Colorado 80202303.595.4500

d e n v e r

SOUTHSIDEELEMENTARYADDITION

EXTERIORELEVATIONS - B&W

A-1

320539-00

PM

501 E Badger Rd,Madison, WI 53713

© 2020 Eppstein Uhen Architects, Inc.

KEYNOTES PER SHEET

7. PJ = INDICATES METAL PANEL JOINT - 1/2" GAP.

6. MJ = INDICATES MOVEMENT JOINT - 1/2" GAP.

5. ALL VERTICAL INSIDE CORNERS TO HAVE 1/2" MOVEMENT JOINT.

4. EXTERIOR SIGNAGE ON BUILDING TO BE COORDINATED AND VERIFIED WITHARCHITECT, DISTRICT AND SIGNAGE VENDOR.

3. ALL INSIDE AND OUTSIDE CORNERS OF PRECAST TRIM TO NOT BE MITERED.

2. PROVIDE CONTINUOUS SEALANT AND BACKER ROD AT ALL PRECAST CONCRETEJOINTS.

1. SEE SHEET A220 FOR EXTERIOR FRAME TYPES AND DIMENSIONS.

SHEET NOTES -

EXTERIOR ELEVATIONS

1/8" = 1'-0" C5EAST 1

1/8" = 1'-0" C2SOUTH 1

1/8" = 1'-0" C1WEST 1

1/8" = 1'-0" A3NORTHWEST

1/8" = 1'-0" A1WEST 2

SF EXTERIOR: STOREFRONT

MCMP-01 EXTERIOR: METAL COMPOSITE MATERIAL PANEL 1

MC-01 EXTERIOR: METAL COPING 1

FB-03 EXTERIOR: FACE BRICK 3

FB-02 EXTERIOR: FACE BRICK 2

FB-01 EXTERIOR: FACE BRICK 1

CW EXTERIOR: CURTAIN WALL

CS-01 EXTERIOR: CAST STONE

EXTERIOR MATERIALS

DATE DESCRIPTION06/22/2021 SCHEMATIC DESIGN

Page 7: A C F I P T - cityofmadison.com

5711 681315 10 9

MC-01 FB-02 MCMP-01 SF PJ, TYP.

MC-01 FB-01

MC-01 FB-01

MC-01 FB-02 CWCW

SF MCMP-01SF

0742-08

0742-08

MC-01 FB-01

MC-01FB-02

0742-08

MC-01FB-02

1214

MC-01 FB-01 SF

F

MC-01 FB-01SF

11 13 14

SF MC-01 FB-01

MC-01 FB-01

These documents reflect progress and intent and maybe subject to change, including additional detail. These are not final construction documents and shall not be

used for final bidding or construction-related purposes.

PROGRESS DOCUMENTS

NOT FOR CONSTRUCTION

PROJECT MANAGER

PROJECT NUMBER

KEY PLAN

SHEET INFORMATION

PROJECT INFORMATION

ISSUANCE AND REVISIONS

3

E

D

C

B

A

21 654 7

321 654 7

E

D

C

B

A

m i l w a u k e e 333 East Chicago StreetMilwaukee, Wisconsin 53202414.271.5350

309 West Johnson Street, Suite 202Madison, Wisconsin 53703608.442.5350

m a d i s o n

1899 Wynkoop Street, Suite 300Denver, Colorado 80202303.595.4500

d e n v e r

SOUTHSIDEELEMENTARYADDITION

EXTERIORELEVATIONS - B&W

A-2

320539-00

PM

501 E Badger Rd,Madison, WI 53713

© 2020 Eppstein Uhen Architects, Inc.

7. PJ = INDICATES METAL PANEL JOINT - 1/2" GAP.

6. MJ = INDICATES MOVEMENT JOINT - 1/2" GAP.

5. ALL VERTICAL INSIDE CORNERS TO HAVE 1/2" MOVEMENT JOINT.

4. EXTERIOR SIGNAGE ON BUILDING TO BE COORDINATED AND VERIFIED WITHARCHITECT, DISTRICT AND SIGNAGE VENDOR.

3. ALL INSIDE AND OUTSIDE CORNERS OF PRECAST TRIM TO NOT BE MITERED.

2. PROVIDE CONTINUOUS SEALANT AND BACKER ROD AT ALL PRECAST CONCRETEJOINTS.

1. SEE SHEET A220 FOR EXTERIOR FRAME TYPES AND DIMENSIONS.

SHEET NOTES -

EXTERIOR ELEVATIONS

1/8" = 1'-0" C1NORTH

1/8" = 1'-0" A4EAST 2

1/8" = 1'-0" A1SOUTH 2

KEYNOTES PER SHEET0742-08 PREFAB MECHANICAL SCREEN WALL

SF EXTERIOR: STOREFRONT

MCMP-01 EXTERIOR: METAL COMPOSITE MATERIAL PANEL 1

MC-01 EXTERIOR: METAL COPING 1

FB-03 EXTERIOR: FACE BRICK 3

FB-02 EXTERIOR: FACE BRICK 2

FB-01 EXTERIOR: FACE BRICK 1

CW EXTERIOR: CURTAIN WALL

CS-01 EXTERIOR: CAST STONE

EXTERIOR MATERIALS

1/8" = 1'-0" D23RD FLOOR ROOF DECK - NORTH

1/8" = 1'-0" D33RD FLOOR ROOF DECK - EAST

1/8" = 1'-0" D53RD FLOOR ROOF DECK - SOUTH

DATE DESCRIPTION06/22/2021 SCHEMATIC DESIGN

Page 8: A C F I P T - cityofmadison.com

A

MC-01 FB-02

1 2 4 5 76 10 12 143

MC-01FB-01 FB-02 SF MCMP-01 PJ, TYP.

A

MC-01FB-02

MC-01 FB-03 FB-01 SF MCMP-01 PJ, TYP.

HJKLM

MC-01 FB-02 CW

FB-01SF

MC-01FB-01 SF FB-03

These documents reflect progress and intent and maybe subject to change, including additional detail. These are not final construction documents and shall not be

used for final bidding or construction-related purposes.

PROGRESS DOCUMENTS

NOT FOR CONSTRUCTION

PROJECT MANAGER

PROJECT NUMBER

KEY PLAN

SHEET INFORMATION

PROJECT INFORMATION

ISSUANCE AND REVISIONS

3

E

D

C

B

A

21 654 7

321 654 7

E

D

C

B

A

m i l w a u k e e 333 East Chicago StreetMilwaukee, Wisconsin 53202414.271.5350

309 West Johnson Street, Suite 202Madison, Wisconsin 53703608.442.5350

m a d i s o n

1899 Wynkoop Street, Suite 300Denver, Colorado 80202303.595.4500

d e n v e r

SOUTHSIDEELEMENTARYADDITION

EXTERIORELEVATIONS -COLOR

A-3

320539-00

PM

501 E Badger Rd,Madison, WI 53713

© 2020 Eppstein Uhen Architects, Inc.

KEYNOTES PER SHEET

7. PJ = INDICATES METAL PANEL JOINT - 1/2" GAP.

6. MJ = INDICATES MOVEMENT JOINT - 1/2" GAP.

5. ALL VERTICAL INSIDE CORNERS TO HAVE 1/2" MOVEMENT JOINT.

4. EXTERIOR SIGNAGE ON BUILDING TO BE COORDINATED AND VERIFIED WITHARCHITECT, DISTRICT AND SIGNAGE VENDOR.

3. ALL INSIDE AND OUTSIDE CORNERS OF PRECAST TRIM TO NOT BE MITERED.

2. PROVIDE CONTINUOUS SEALANT AND BACKER ROD AT ALL PRECAST CONCRETEJOINTS.

1. SEE SHEET A220 FOR EXTERIOR FRAME TYPES AND DIMENSIONS.

SHEET NOTES -

EXTERIOR ELEVATIONS

1/8" = 1'-0" C5EAST 1

1/8" = 1'-0" C2SOUTH 1

1/8" = 1'-0" C1WEST 1

1/8" = 1'-0" A3NORTHWEST

1/8" = 1'-0" A1WEST 2

SF EXTERIOR: STOREFRONT

MCMP-01 EXTERIOR: METAL COMPOSITE MATERIAL PANEL 1

MC-01 EXTERIOR: METAL COPING 1

FB-03 EXTERIOR: FACE BRICK 3

FB-02 EXTERIOR: FACE BRICK 2

FB-01 EXTERIOR: FACE BRICK 1

CW EXTERIOR: CURTAIN WALL

CS-01 EXTERIOR: CAST STONE

EXTERIOR MATERIALS

DATE DESCRIPTION06/22/2021 SCHEMATIC DESIGN

Page 9: A C F I P T - cityofmadison.com

5711 681315 10 9

MC-01 FB-02 MCMP-01 SF PJ, TYP.

MC-01 FB-01

MC-01 FB-01

MC-01 FB-02 CWCW

SF MCMP-01SF

0742-08

0742-08

MC-01 FB-01

MC-01FB-02

0742-08

MC-01FB-02

1214

MC-01 FB-01 SF

F

MC-01 FB-01SF

11 13 14

SF MC-01 FB-01

MC-01 FB-01

These documents reflect progress and intent and maybe subject to change, including additional detail. These are not final construction documents and shall not be

used for final bidding or construction-related purposes.

PROGRESS DOCUMENTS

NOT FOR CONSTRUCTION

PROJECT MANAGER

PROJECT NUMBER

KEY PLAN

SHEET INFORMATION

PROJECT INFORMATION

ISSUANCE AND REVISIONS

3

E

D

C

B

A

21 654 7

321 654 7

E

D

C

B

A

m i l w a u k e e 333 East Chicago StreetMilwaukee, Wisconsin 53202414.271.5350

309 West Johnson Street, Suite 202Madison, Wisconsin 53703608.442.5350

m a d i s o n

1899 Wynkoop Street, Suite 300Denver, Colorado 80202303.595.4500

d e n v e r

SOUTHSIDEELEMENTARYADDITION

EXTERIORELEVATIONS -COLOR

A-4

320539-00

PM

501 E Badger Rd,Madison, WI 53713

© 2020 Eppstein Uhen Architects, Inc.

7. PJ = INDICATES METAL PANEL JOINT - 1/2" GAP.

6. MJ = INDICATES MOVEMENT JOINT - 1/2" GAP.

5. ALL VERTICAL INSIDE CORNERS TO HAVE 1/2" MOVEMENT JOINT.

4. EXTERIOR SIGNAGE ON BUILDING TO BE COORDINATED AND VERIFIED WITHARCHITECT, DISTRICT AND SIGNAGE VENDOR.

3. ALL INSIDE AND OUTSIDE CORNERS OF PRECAST TRIM TO NOT BE MITERED.

2. PROVIDE CONTINUOUS SEALANT AND BACKER ROD AT ALL PRECAST CONCRETEJOINTS.

1. SEE SHEET A220 FOR EXTERIOR FRAME TYPES AND DIMENSIONS.

SHEET NOTES -

EXTERIOR ELEVATIONS

1/8" = 1'-0" C1NORTH

1/8" = 1'-0" A4EAST 2

1/8" = 1'-0" A1SOUTH 2

KEYNOTES PER SHEET0742-08 PREFAB MECHANICAL SCREEN WALL

SF EXTERIOR: STOREFRONT

MCMP-01 EXTERIOR: METAL COMPOSITE MATERIAL PANEL 1

MC-01 EXTERIOR: METAL COPING 1

FB-03 EXTERIOR: FACE BRICK 3

FB-02 EXTERIOR: FACE BRICK 2

FB-01 EXTERIOR: FACE BRICK 1

CW EXTERIOR: CURTAIN WALL

CS-01 EXTERIOR: CAST STONE

EXTERIOR MATERIALS

1/8" = 1'-0" D23RD FLOOR ROOF DECK - NORTH

1/8" = 1'-0" D33RD FLOOR ROOF DECK - EAST

1/8" = 1'-0" D53RD FLOOR ROOF DECK - SOUTH

DATE DESCRIPTION06/22/2021 SCHEMATIC DESIGN

Page 10: A C F I P T - cityofmadison.com

These documents reflect progress and intent and maybe subject to change, including additional detail. These are not final construction documents and shall not be

used for final bidding or construction-related purposes.

PROGRESS DOCUMENTSNOT FOR CONSTRUCTION

PROJECT MANAGER

PROJECT NUMBER

KEY PLAN

SHEET INFORMATION

PROJECT INFORMATION

ISSUANCE AND REVISIONS

3

E

D

C

B

A

21 654 7

321 654 7

E

D

C

B

A

m i l w a u k e e 333 East Chicago StreetMilwaukee, Wisconsin 53202414.271.5350

309 West Johnson Street, Suite 202Madison, Wisconsin 53703608.442.5350

m a d i s o n

1899 Wynkoop Street, Suite 300Denver, Colorado 80202303.595.4500

d e n v e r

SOUTHSIDEELEMENTARYADDITION

EXTERIORAXONOMETRICVIEWS

A-5

320539-00

PM

501 E Badger Rd,Madison, WI 53713

© 2020 Eppstein Uhen Architects, Inc.

KEYNOTES PER SHEET

A3ADDITION ISOMETRIC 1

B3ADDITION ISOMETRIC 2

D4ADDITION ISOMETRIC 3

DATE DESCRIPTION06/22/2021 SCHEMATIC DESIGN

Page 11: A C F I P T - cityofmadison.com

320539-00

07/13/21SOUTHSIDE ELEMENTARY ADDITION

© 2020 Eppstein Uhen Architects, Inc.

A-7EXISTING BUILDING MATERIALS

MAIN NORTH ELEVATION

METAL PANEL

CEMENTBOARD PANEL

BRICK

METAL PANEL CEMENTBOARD PANEL

BRICK

METAL PANELBRICKMETAL PANELBRICKCEMENT BOARDPANEL

NORTH EAST ELEVATION SOUTH WEST ELEVATION NORTH WEST ELEVATION

Page 12: A C F I P T - cityofmadison.com

320539-00

07/13/21SOUTHSIDE ELEMENTARY ADDITION

© 2020 Eppstein Uhen Architects, Inc.

FB-1: SIOUX CITY BRICK - MIDTOWN

IRONSPOT SMOOTH

FB-2: INTERSTATE BRICK-

ALMOND L-4

FB-3: INTERSTATE

BRICK- PEWTER

MCMP-01: METAL

COMPOSITE MATERIAL

PANEL- SILVER

SF: STOREFRONT- CLEAR

ANODIZED ALUMINUM WITH

CLEAR GLASS

A-6NEW BUILDING MATERIALS