Julie Lucier RLA, Selected CD set - Xavier University

Xavier University Cincinatti, Ohio LEED silver (anticipated) Client :Shepley Bulfinch

Project Manager and production While at Brown Sardina Inc.

.Julie Lucier, Landscape Architect Project Sample

Design Development through construction documentation of a campus expansion; Including courtyard detailing of walls, steps, and paving.

MATCHLINE SEE ADJACENT PLAN

GUY WIRES

LANDSCAPE ALTERNATE #1 LEXINGTON ROAD WALKWAY SEE SHEET L-101AA

EXISTING CONC. BLOCK WALL TO REMAIN

STEPS

MATCHLINE SEE SHEET B

EXISITNG CURB TO REMAIN

FENCED STORAGE AREA

4'x6.67' STONE CULVERT

WOODEN

CONC.APRON

Shepley Bulfinch Richardson & Abbott Architecture / Planning / Interiors / Est. 1874 2 Seaport Lane, Boston, Massachusetts 02210 T:617.423.1700 F:617.451.2420 www.sbra.com

Michael Schuster CURB

CAMPUS STANDARD LIGHT FIXTURES - TYP.; REFER TO ELECTRICAL DWGS.

316 West 4th Street Cincinnati, OH 45202

EXISTING CURB TO REMAIN

513-241-5666 Telephone 513-241-0978 Facsimile

CONCRETE

ASSOCIATE ARCHITECT

P A V E D

P A R K I N G

EXISTING CONC. BLOCK WALL TO REMAIN

10411 Medallion Drive Suite 121 Cincinnati, OH 45241

LANDSCAPE ALTERNATE #1 LEXINGTON ROAD WALKWAY SEE SHEET L-101AA

EXISTING CONC. BLOCK WALL TO REMAIN

513-542-3300 Telephone 513-542-5540 Facsimile www.ssastructural.com

STRUCTURAL ENGINEER

O R F O

300 West 4th Street Suite 300 Cincinnati, OH 45202-2666

N LI E ER P L IA ER A

FUTURE DORMITORY

513-621-5400 Telephone 513-621-5407 Facsimile

M.E.P. ENGINEER

K L EI N GER S

FUTURE PARKING GARAGE

&

A SSO CI A TE S

6305 Centre Park Drive West Chester, OH 45069 513-779-7851 Telephone 513-779-7852 Facsimile

CIVIL ENGINEER

Brown Sardina 129 South Street Boston, MS 02111 617-482-4703 Telephone 617-482-4882 Facsimile

LANDSCAPE ARCHITECT

Rolf Jensen and Associates, Inc. 1661 Worcester Road Suite 501 Framingham, MA 01701 508-620-8900 Telephone 508-620-0908 Facsimile www.rjainc.com

FIRE PROTECTION

ASPHA

CAMPUS STANDARD LIGHT FIXTURES; REFER TO ELECTRICAL DWGS.

33 Moulton Street Cambridge, MA 02138

SIM.

10 L602A

HANDICAP CURB CUT RAMP (TYPE 2)

617-499-8000 Telephone 617-499-8074 Facsimile

AV/IT CONSULTANT

SWITCH GEAR REFER TO MEP DWGS.

GENERAL NOTES: CURB AND GUTTER REFER TO CIVIL DRAWINGS ROADWAY- TYP. PAVING REFER TO CIVIL DRAWINGS - TYP.

11 L602A

BITUMINOUS CONCRETE PAVEMENT SECURITY CAMERA- TYP.

PEDESTRIAN CONC. PAVEMENT

9 L602A

PL

6 L602A

HANDICAP CURB CUT RAMP (TYPE 1)

EJ EJ

EJ EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

PL

EJ

EJ EJ

EJ

GATE

PL

PL

EJ CONC. SWALE

EJ

EJ

EJ SIM. EJ

EJ

EJ

EJ EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

10 L602A

HANDICAP CURB CUT RAMP (TYPE 2)

EJ

EJ

CURB AND GUTTER REFER TO CIVIL DRAWINGS - TYP. ROADWAY PAVING REFER TO CIVIL DRAWINGS - TYP.

EJ PL

EJ

EJ

EJ

EJ

EJ

PL

PL

EJ

EJ

EJ

NO

2008 JULY18

LANDSCAPE PACKAGE - CONSTRUCTION DOCUMENTS GMP PACKAGE

03

2008 MAY 23

DD BID / BID PACKAGE #2 - RESISSUED FOR REFERENCE

02

2008 APR 25

DESIGN DEVELOPMENT - BID PACKAGE #2

01

2008 JAN 08

SCHEMATIC DESIGN

REVISIONS

IT Y

SEGMENTAL RETAINING WALL SYSTEM; SEE SPECS 32 32 23

2008 SEPT 19

C

EJ

EJ

EJ

IT Y

EJ

WOOD GUARD RAILING; REFER TO CIVIL DWGS.

C

EJ

OF

EJ

05 04

OF

EJ

C IN

EJ

EJ

G R A S S

C IN R W NA OO TI D

EJ

EJ EJ

EJ

PL

N

PL

EJ C. CON S P E ST

EJ EJ

EJ

EJ

EJ

EJ

EJ

XAVIER UNIVERSITY

OD WO PS E ST

SURFACE PARKING LOT REFER TO CIVIL DRAWINGS FOR ALL PAVEMENTS, CURBING, AND LINE STRIPING

PLAN ENLARGEMENT

EJ

PL

OWNER

PL

1 L103A

PROPOSED COLLEGE OF BUSINESS

KEY PLAN

Cincinatti, Ohio

OD O W TI R A NO NN I NC I C

PL

PROJECT

HOFF ACADEMIC QUAD METAL STAIRS TO ROOF (APPROX.) DRAWING TITLE

PL

MATERIALS PLAN

MATCHLINE SEE SHEET B

1.6966 ACR

EJ

MATERIALS NOTES:

EQ UI PM EN T

CAMPUS STANDARD LIGHT FIXTURES; REFER TO ELECTRICAL DWGS. ED

&

1.

2.

FIRE ESCAPE

RO AD

SH

EJ

CURB AND GUTTER REFER TO CIVIL DRAWINGS - TYP. ROADWAY PAVING REFER TO CIVIL DRAWINGS - TYP.

RA IL

3.

OL D

EJ

4.

CONC. WALL

H. ASP

EJ

5.

CURB

REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION. ALL AREAS DESIGNATED AS "PL" ARE PLANTED LANDSCAPE AREAS. REFER TO PLANTING PLANS FOR FURTHER INFORMATION. REFER TO CIVIL DRAWINGS AND SPECIFICATIONS FOR ALL VEHICULAR PAVEMENTS, CURBING, LINE STRIPING. REFER TO SECTION 32 1400 - PRECAST CONCRETE UNIT PAVING FOR TYPES AND SIZES OF UNIT PAVERS. SEE ELECTRICAL DRAWINGS FOR SITE LIGHTING CIRCUITRY AND REQUIREMENTS.

MATERIALS LEGEND: NEW LIGHT FIXTURE EL

EXISTING LIGHT FIXTURE TO REMAIN

PL

PLANTING AREA

SCALE

SIM.

SIMILAR

JOB NUMBER

TYP.

TYPICAL

DRAWN

DATE

1" = 20'-0" 3754 LO, JLu

CHECKED

PL

Project Status PL EJ ASPHALT DRIVE

PEDESTRIAN CONCRETE PAVEMENT

6 L602A

BILLBOARD

F:\active files\sbr - Shepley Bulfinch\0703 - Xavier\dwgs\current\xu-L101a.dwg

EJ

L101A

CONC.

CONC. WALL

CONCRETE

WALK

CONCRETE

BUILDING OVERHANG

CONCRETE

WALK

RAILROAD SIGN

DRAWING NUMBER

MS

WALK CONCRETE

CONCR

CONCRE BRICK

RETAINING

WATER METER PIT

PARKING METER POLE (TYPICAL)

CURB

CLEANOUT

GUY WIRES

6"

UTILITIES GO UNDERGROUND

Shepley Bulfinch Richardson & Abbott Architecture / Planning / Interiors / Est. 1874

DRIVEWAY

4'x6.67' STONE CULVERT

8" SAN. TAP

CONC.APRON

2 Seaport Lane, Boston, Massachusetts 02210 T:617.423.1700 F:617.451.2420 www.sbra.com

Michael Schuster

660

316 West 4th Street Cincinnati, OH 45202

CONCRETE

RESTRIPE PARKING LOT AS REQUIRED

513-241-5666 Telephone 513-241-0978 Facsimile

ASSOCIATE ARCHITECT

10411 Medallion Drive Suite 121 Cincinnati, OH 45241

REMOVE EXISTING MODULAR BLOCK WALL AND SALVAGE MATERIAL FOR REUSE

P A R K I N G

CONCRETE

CURB

P A V E D

513-542-3300 Telephone 513-542-5540 Facsimile www.ssastructural.com

STRUCTURAL ENGINEER

300 West 4th Street Suite 300 Cincinnati, OH 45202-2666

P A V E D

665

P A R K I N G

513-621-5400 Telephone 513-621-5407 Facsimile

M.E.P. ENGINEER

K L EI N GER S &

A SSO CI A TE S

6305 Centre Park Drive West Chester, OH 45069

VEHICULAR GUARD RAIL

513-779-7851 Telephone 513-779-7852 Facsimile

CIVIL ENGINEER

Brown Sardina 129 South Street Boston, MS 02111

MODULAR BLOCK WALL

EX. CURBS/ BIT. CONCRETE/ WALLS & GAURDRAILS TO REMAIN

617-482-4703 Telephone 617-482-4882 Facsimile

LANDSCAPE ARCHITECT

Rolf Jensen and Associates, Inc. 1661 Worcester Road Suite 501 Framingham, MA 01701

670

TR EN

FUTURE PARKING GARAGE FOOTPRINT TW=668 STEPS

FUTURE PARKING GARAGE

CH

508-620-8900 Telephone 508-620-0908 Facsimile www.rjainc.com

FIRE PROTECTION

D RA IN

WOODEN

NEW BIT. CONCRETE SIDEWALK

33 Moulton Street Cambridge, MA 02138

REMOVE EXISTING MODULAR BLOCK WALL AND SALVAGE MATERIAL FOR REUSE

GENERAL NOTES: MODULAR BLOCK PLANTER WALLS

EXISTING CURBING TO REMAIN

FENCED STORAGE AREA

617-499-8000 Telephone 617-499-8074 Facsimile

AV/IT CONSULTANT

675

TW=669

NEW EDGE OF EX. PAVEMENT

CONCRETE

CURB

EXISTING WALL TO REMAIN

VEHICULAR GUARD RAIL (SEE CIVIL DRAWINGS)

C.O.

2:1 EMBANKMENT TW=670

NEW CANOPY TREE TYPICAL - REFER TO PLANTING PLANS FOR FURTHER INFORMATION ON TREE SIZE

680 O R F O N LI E ER P L IA ER A

FUTURE DORMITORY

RESTRIPE PARKING LOT AS REQUIRED

C.O.

TW=670 O PR AP M XI AT E

684

AT C LO IO N F O IC BR 5' 3.

K SE

NOTES:

ER W (C & N. ) RM O ST

690

SA

684

1. ALL WALLS SHOWN SHALL BE CONSTRUCTED USING SALAVGED MATERIAL FROM EXISTING WALLS TO BE REMOVED 2. ALL VEHICULAR GUARDRAIL SHOWN SHALL BE CONSTRUCTED USING NEW AND OR SALVAGED MATERIALS 3. ALL DISTURBED AREAS SHALL BE SEEDED LAWN UNLESS OTHERWISE NOTED

D NE BI

TW=671

M O

684

05

2008 SEPT 19

04

2008 JULY18

LANDSCAPE PACKAGE - CONSTRUCTION DOCUMENTS GMP PACKAGE

03

2008 MAY 23

DD BID / BID PACKAGE #2 - RESISSUED FOR REFERENCE

02

2008 APR 25

DESIGN DEVELOPMENT - BID PACKAGE #2

01

2008 JAN 08

SCHEMATIC DESIGN

REVISIONS

685

681

680

682 683

680

681 682 683

N 683 683

684 685

KEY PLAN

683

OWNER

68 7

XAVIER UNIVERSITY Cincinatti, Ohio

SITE ADD ALTERNATE #1 - LEXINGTON ROAD WALK - MATERIALS, GRADING AND PLANTING PROJECT

HOFF ACADEMIC QUAD DRAWING TITLE

F:\active files\sbr - Shepley Bulfinch\0703 - Xavier\dwgs\current\xu-L101aa.dwg

SITE ADD ALTERNATE #1 LEXINGTON ROAD WALK

SCALE

DATE

1" = 20'-0"

JOB NUMBER

DRAWN

3754 LO, JLu

CHECKED

MS

Project Status

L101AA DRAWING NUMBER

MATERIALS NOTES: REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION. ALL AREAS DESIGNATED AS "PL" ARE PLANTED LANDSCAPE AREAS. REFER TO PLANTING PLANS FOR FURTHER INFORMATION. REFER TO CIVIL DRAWINGS AND SPECIFICATIONS FOR ALL VEHICULAR PAVEMENTS, CURBING, LINE STRIPING. REFER TO SECTION 32 1400 - PRECAST CONCRETE UNIT PAVING FOR TYPES AND SIZES OF UNIT PAVERS. SEE ELECTRICAL DRAWINGS FOR SITE LIGHTING CIRCUITRY AND REQUIREMENTS.

3.

4.

5.

NEW LIGHT FIXTURE EL

MATCHLINE SEE SHEET A

ROOF LINE PER AERIAL SURVEY

1.

2.

MATERIALS LEGEND:

EXISTING LIGHT FIXTURE TO REMAIN

PL

PLANTING AREA

SIM.

SIMILAR

TYP.

TYPICAL

FIRST FLOOR ELEV.=659.56

Shepley Bulfinch Richardson & Abbott Architecture / Planning / Interiors / Est. 1874 2 Seaport Lane, Boston, Massachusetts 02210 T:617.423.1700 F:617.451.2420 www.sbra.com

ROOF LINE PER AERIAL SURVEY

Michael Schuster 316 West 4th Street Cincinnati, OH 45202 513-241-5666 Telephone 513-241-0978 Facsimile

W AL K

ASSOCIATE ARCHITECT

C RE

TE

BLDG OVERHANG

COLORED CONC. STAIRS

9 L602B

W AL K

SIM.

C .

N

B R I C K

WALL

CONCRETE

WALLS

W A L K

B R I C K CONCRETE

EXISTING CONC. STAIRS TO REMAIN

COLORED ARCHITECTURAL CONCRETE WALL

6 L602C

C O

CONCRETE

SAW CUT EXISITNG PAVEMENT

W A L K

WALL

300 West 4th Street Suite 300 Cincinnati, OH 45202-2666

9 SIM. NO GUARDRAIL L602B

METAL RAMP HANDRAIL PL

COLORED ARCH. CONC. WALL- D A

3 L602C

CONC. UNIT PAVERS TYPE 2

P

H

K L EI N GER S &

A

L

T P

A

.

C ON C

T

CONC.

WALK

RI C K B

CENTERLINE OF DOOR FRAME 658

K C

R

IC

N

C RE TE

W AL K

11 L602A

653.85 CONC.

CONC. UNIT PAVERS - TYPE 2

SH O W N

3 L602A

TYP. CONC. STAIRS (SIM NO HANDRAILS)

2 L602A

CONC. UNIT PAVERS TYPE 1

PL PL

PL

O PA TI

7 L601C

& RS PA VE

A

WA LL

LO WE R NC .

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B

U

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LE VE L

DE B RI S W IT H

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CO t NC 2n F F . d E LE 3r F F V d . = E FF 4t LE 66 h 5t FF ELE V.=6 0.4 0 h V. E = 69 ( 6t FF LE h V. 686 .89 SLRETAINING AB WALL =6 7t FF ELESEGMENTAL .

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B SEE SPECS 32 32 23 1 h 9 V 0 AR ) 9t FF ELE .=7 5.7 ( PE h V. 0 1 T E 5 = 10 F ) " L . th F E E V. 724 26 ( ( ) " .8 FF LEV =7EXISTING 1 3 CONC. RETAINING EL .=7 4.4 ( " ) EV 1 43 " ) .= WALL ( TO REMAIN .

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CAMPUS STANDARD LIGHT FIXTURES; REFER TO ELECTRICAL DWGS.

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CONCRETE UNIT PAVERS - TYPE 1

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SWITCH GEAR - REFER TO MEP DWGS.

FL AT

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PA TIO

10 L602C

MATERIALS PLAN ENLARGEMENT

N

PL

CONCRETE PAVEMENT JOINTS - CONTROL JOINT - TYP.

EJ

EJ

2 L103B

PLAN ENLARGEMENT

2 L602A

CONCRETE UNIT PAVERS - (TYPE 1)

1 L103B

PLAN ENLARGEMENT

CONCRETE PAVEMENT JOINTS - EXPANSION JOINT - TYP.

8 L602A

GMP PACKAGE

03

2008 MAY 23

DD BID / BID PACKAGE #2 - RESISSUED FOR REFERENCE

02

2008 APR 25

DESIGN DEVELOPMENT - BID PACKAGE #2

01

2008 JAN 08

SCHEMATIC DESIGN

N

OWNER

PROPOSED COLLEGE OF BUSINESS

PL

EJ PLAN ENLARGEMENT

EJ

8 L602A

1 L103C

PL

XAVIER UNIVERSITY Cincinatti, Ohio

EJ EJ

PROJECT

EJ EJ

HOFF ACADEMIC QUAD

EJ EJ EJ

EXISTING STAIRS TO REMAIN EXISTING PAVEMENT TO REMAIN

3 L601C

EJ

EJ

EJ EJ

CONCRETE RAMP / STEPS

EL

DRAWING TITLE

EJ

BRICK PAVER WALK

EJ PL PL

PL EL

F:\active files\sbr - Shepley Bulfinch\0703 - Xavier\dwgs\current\xu-L101b.dwg

ROADWAY PAVING REFER TO CIVIL DRAWINGS - TYP. PL CURB AND GUTTER REFER TO CIVIL DRAWINGS - TYP.

SCALE

PL LIGHT POLE ON CONC. PEDESTAL (TYPICAL)

MATERIALS PLAN

MATCHLINE SEE SHEET A

ST

EP S

EJ

LANDSCAPE PACKAGE - CONSTRUCTION DOCUMENTS

KEY PLAN

EJ

C

A

EJ

2008 JULY18

PL

PL

PROPOSED LEARNING COMMONS

EJ

2008 SEPT 19

PL

PL

1 L601C

05 04

REVISIONS

11 L602A

FLEXIBLE POROUS PAVEMENT

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EJ

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2 L602A

EJ

C. PIL LA RS

PL PL

PL

PL

DO CK

6 L602A

PEDESTRIAN F BR CONCRETE PAVEMENT LAT TOP IC K

CONCRETE UNIT PAVERS - TYPE 1

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PL

8 L602B

PL

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W AL L

PL

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2 L602A

SW

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PL

3 L602A

W

PA VE ME NT

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2.

5'

M

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PL

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N C O

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CO NC . W AL L

11 L602A

RE TA I

LT

FLEXIBLE POROUS PAVEMENT

LE

C RE TE

EJ PL

EJ

BL OC K

C

EJ

EJ

FF ELEV. =653.96

T EN M E V PA A PH AS

B RI C K

C BR O N IC C K RE TE

PL EJ

A

PL

SEGMENTAL RETAINING WALL SYSTEM SEE SPECS 32 32 23

VEHICULAR CONCRETE PAVEMENT - REFER TO CIVIL DWGS.

1 L103D

PLAN ENLARGEMENT

LEDGEWOOD DRIVE

CONC. STAIRS WITH METAL HANDRAILS

PL

LEDGEWOOD DRIVE

6 L602A

O NC RE TE

PEDESTRIAN CONC. PAVEMENT

EJ

LIMIT OF UNIT PAVERS

EJ

EJ

C

FF ELEV.=640.85 (LOWEST LEVEL)

K C

EXISTING UNIT PAVERS SALVAGED AND RESET TO MATCH EXISTING CONDITION

.

GENERAL NOTES:

2 L602B

TYP. CONC. STAIRS (SIM NO HANDRAILS)

1 L103E

PLAN ENLARGEMENT

LK A W

NC O

617-499-8000 Telephone 617-499-8074 Facsimile

PL

K IC

SEGMENTAL RETAINING WALL SYSTEM SEE SPECS 32 32 23

ON PR

FIRE PROTECTION

CURB AND GUTTER REFER TO CIVIL DRAWINGS ROADWAY- TYP. PAVING REFER TO CIVIL DRAWINGS - TYP.

BUILDING LINE

PL

RI B

508-620-8900 Telephone 508-620-0908 Facsimile www.rjainc.com

PL

LK N O T

CAMPUS STANDARD LIGHT FIXTURES; REFER TO ELECTRICAL DWGS.

AV/IT CONSULTANT

K W A

3 L602A

1661 Worcester Road Suite 501 Framingham, MA 01701

WALK

C O

ROOF LINE

&

653.53 CONC.

T EN M VE A P

B

CONC. UNIT PAVERS - TYPE 2

CONCRETE

RI B

R B

617-482-4703 Telephone 617-482-4882 Facsimile

LANDSCAPE ARCHITECT

Rolf Jensen and Associates, Inc.

HANDICAP CURB CUT RAMP (TYPE 3)

ONC .

129 South Street Boston, MS 02111

33 Moulton Street Cambridge, MA 02138

1st FF ELEV.=653.94 (AT ENTRANCE) 2nd FF ELEV.=667.015 (AT STAIRCASE) 3rd FF ELEV.=680.17 (AT STAIRCASE)

LK A W N EW

.7C

513-779-7851 Telephone 513-779-7852 Facsimile

Brown Sardina

CONCRETE

CONC. APRON

D R I V E W A Y

6305 Centre Park Drive West Chester, OH 45069

CIVIL ENGINEER

L AL W

A S P H A L T

A SSO CI A TE S

6 L602A

PEDESTRIAN CONC. PAVEMENT

H

CONC. WALK C O N C .

W AL K

513-621-5400 Telephone 513-621-5407 Facsimile

M.E.P. ENGINEER

FUTURE BUILDING S

NG PI O SL

W AL K

FUTURE DORMITORY

ROOF LINE

P A R K I N G

BPL RI C K

513-542-3300 Telephone 513-542-5540 Facsimile www.ssastructural.com

STRUCTURAL ENGINEER

WALK

2 L602B

CONC. STEPS

C

O

N

10411 Medallion Drive Suite 121 Cincinnati, OH 45241

LAMP POST ON 1'x1' CONC. BASE (TYP.)

CONCRETE WALL

EL

DATE

1" = 20'-0"

JOB NUMBER

3754

PL PEDESTRIAN CONCRETE PAVEMENT

6 L602A

DRAWN

LO, JLu

ASPHALT DRIVEWAY

CHECKED

Project Status

PL CONCRETE

EXISTING MASONRY PILASTERS AND FENCING TO REMAIN

DEPRESSED

APRON CURB

DANA AVENUE MATCHLINE SEE SHEET C

L101B

EJ EXISTING SIDEWALK TO REMAIN

HANDICAP CURB CUT RAMP (TYPE 1)

MATCHLINE SEE SHEET A

9 L602A

PEDESTRIAN CONCRETE PAVEMENT

6 L602A

LIMIT OF NEW SIDEWALK

DRAWING NUMBER

MS

MATCHLINE SEE SHEET B

MATCHLINE SEE SHEET B DANA AVENUE

CONC.

PL

PL

PL

PL

DRIVEWAY

8 L602B

9 L602A

CONC. WALL (SIM)

HANDICAP CURB CUT RAMP (TYPE 1)

WALL

STEPS DRIVEWAY

DRIVEWAY

STEPS

DRIVEWAY

STEPS

WALK

DRIVEWAY

ET E

APRON

DRIVEWAY

DRIVEWAY

CON CRE T

E

DRIV E

CONC R

DANA AVENUE

6 L602A

PEDESTRIAN CONCRETE PAVEMENT

PL Shepley Bulfinch Richardson & Abbott Architecture / Planning / Interiors / Est. 1874 2 Seaport Lane, Boston, Massachusetts 02210 T:617.423.1700 F:617.451.2420 www.sbra.com

Michael Schuster EJ

EXIST. CURBING TO REMAIN 6 L602A

316 West 4th Street Cincinnati, OH 45202 513-241-5666 Telephone 513-241-0978 Facsimile

ASSOCIATE ARCHITECT

PEDESTRIAN CONCRETE PAVEMENT 10411 Medallion Drive Suite 121 Cincinnati, OH 45241

EJ A S P H A L T

PL

PL

P A R K I N G

8,9 L602C

DECORATIVE METAL FENCE AND GATES (6' HEIGHT)

513-542-3300 Telephone 513-542-5540 Facsimile www.ssastructural.com

STRUCTURAL ENGINEER

PL EJ

CAMPUS STANDARD LIGHT FIXTURES; REFER TO ELECTRICAL DWGS.

ASPHALT

PL

6 L602A

EJ

PL

PEDESTRIAN CONCRETE PAVEMENT

300 West 4th Street Suite 300 Cincinnati, OH 45202-2666

CURB

EJ

513-621-5400 Telephone 513-621-5407 Facsimile

M.E.P. ENGINEER

STONE PIER REFER TO ARCHITECTURAL DWGS. - TYP.

K L EI N GER S

PL

&

A SSO CI A TE S

6305 Centre Park Drive West Chester, OH 45069

PL SIM.

10 L602A

HANDICAP CURB CUT RAMP (TYPE 2)

513-779-7851 Telephone 513-779-7852 Facsimile

CIVIL ENGINEER

Brown Sardina PEDESTRIAN CONCRETE PAVEMENT

6 L602A

VEHICULAR BIT. CONC. PAVEMENT - REFER TO CIVIL DWGS.

129 South Street Boston, MS 02111 617-482-4703 Telephone 617-482-4882 Facsimile

LANDSCAPE ARCHITECT

SLIDING METAL GATE AND MASONRY PIERS REFER TO ARCHITECTURAL DRAWINGS

SURFACE PARKING LOT REFER TO CIVIL DRAWINGS FOR ALL PAVEMENTS, CURBING, AND LINE STRIPING

SIM.

CONC. WALK

PL

PL

10 L602A

HANDICAP CURB CUT RAMP (TYPE 2)

9 L602C

DECORATIVE METAL FENCE (6' HEIGHT)

6 L602A

Rolf Jensen and Associates, Inc. 1661 Worcester Road Suite 501 Framingham, MA 01701 508-620-8900 Telephone 508-620-0908 Facsimile www.rjainc.com

FIRE PROTECTION

33 Moulton Street Cambridge, MA 02138 617-499-8000 Telephone 617-499-8074 Facsimile

AV/IT CONSULTANT

PEDESTRIAN CONCRETE PAVEMENT

GENERAL NOTES: T A S P H A L

NOTE: DECORATIVE METAL FENCE SHALL BE THE AMERISTAR AEGIS FENCE SYSTEM BY MASTER HALCO, 6' HEIGHT, PAINTED STEEL

G P A R K I N

ASPHALT

RAILROAD CROSSING SIGN

ASPHALT

SWITCH GEAR - REFER TO MEP DWGS

05

2008 SEPT 19

04

2008 JULY18

LANDSCAPE PACKAGE - CONSTRUCTION DOCUMENTS GMP PACKAGE

03

2008 MAY 23

DD BID / BID PACKAGE #2 - RESISSUED FOR REFERENCE

02

2008 APR 25

DESIGN DEVELOPMENT - BID PACKAGE #2

01

2008 JAN 08

SCHEMATIC DESIGN

REVISIONS

N KEY PLAN OWNER

XAVIER UNIVERSITY Cincinatti, Ohio PROJECT

HOFF ACADEMIC QUAD DRAWING TITLE

F:\active files\sbr - Shepley Bulfinch\0703 - Xavier\dwgs\current\xu-L101c.dwg

MATERIALS PLAN

SCALE

MATERIALS NOTES: 1.

2.

3.

4.

5.

REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION. ALL AREAS DESIGNATED AS "PL" ARE PLANTED LANDSCAPE AREAS. REFER TO PLANTING PLANS FOR FURTHER INFORMATION. REFER TO CIVIL DRAWINGS AND SPECIFICATIONS FOR ALL VEHICULAR PAVEMENTS, CURBING, LINE STRIPING. REFER TO SECTION 32 1400 - PRECAST CONCRETE UNIT PAVING FOR TYPES AND SIZES OF UNIT PAVERS. SEE ELECTRICAL DRAWINGS FOR SITE LIGHTING CIRCUITRY AND REQUIREMENTS.

MATERIALS LEGEND: NEW LIGHT FIXTURE EL

DATE

1" = 20'-0"

JOB NUMBER

DRAWN

3754 LO, JLu

EXISTING LIGHT FIXTURE TO REMAIN

PL

PLANTING AREA

SIM.

SIMILAR

TYP.

TYPICAL

CHECKED

Project Status

L101C DRAWING NUMBER

MS

GUY WIRES

C.O.

CH

D RA IN

STEPS

MATCHLINE SEE SHEET B

TR EN

FENCED STORAGE AREA

4'x6.67' STONE CULVERT

WOODEN

CONC.APRON

Shepley Bulfinch Richardson & Abbott Architecture / Planning / Interiors / Est. 1874 2 Seaport Lane, Boston, Massachusetts 02210 T:617.423.1700 F:617.451.2420 www.sbra.com

Michael Schuster CURB

316 West 4th Street Cincinnati, OH 45202 513-241-5666 Telephone 513-241-0978 Facsimile

CONCRETE

ASSOCIATE ARCHITECT

P A V E D

C.O.

P A R K I N G

10411 Medallion Drive Suite 121 Cincinnati, OH 45241 513-542-3300 Telephone 513-542-5540 Facsimile www.ssastructural.com

STRUCTURAL ENGINEER

O R F O

300 West 4th Street Suite 300 Cincinnati, OH 45202-2666

N LI E ER P L IA ER A

FUTURE DORMITORY

513-621-5400 Telephone 513-621-5407 Facsimile

M.E.P. ENGINEER

K L EI N GER S

FUTURE PARKING GARAGE

&

C.O.

A SSO CI A TE S

6305 Centre Park Drive West Chester, OH 45069 513-779-7851 Telephone 513-779-7852 Facsimile

CIVIL ENGINEER O PR AP M XI

Brown Sardina

AT E AT C LO IO

129 South Street Boston, MS 02111

N F O IC BR 5' 3.

K

617-482-4703 Telephone 617-482-4882 Facsimile

SE ER W

LANDSCAPE ARCHITECT

(C

N 4650.08 E 10445.70

M O

Rolf Jensen and Associates, Inc.

D NE BI SA

1661 Worcester Road Suite 501 Framingham, MA 01701

& N. ) RM O ST

508-620-8900 Telephone 508-620-0908 Facsimile www.rjainc.com

FIRE PROTECTION

ASPHA

33 Moulton Street Cambridge, MA 02138 617-499-8000 Telephone 617-499-8074 Facsimile

AV/IT CONSULTANT

8' TYP.

N 4586.00 E 10405.24

N 4596.23 E 10167.58

GENERAL NOTES:

N 4596.23 E 10247.58

N 4594.23 E 10224.68

N 4584.73 E 10326.45

R110 '

10' TYP.

10' TYP.

TYP.

6' TYP.

PCC

N 4538.31 E 10567.31

GATE

' R110

N 4523.51 E 10419.67 N 4521.53 E 10419.42

N 4522.23 E 10276.85

N 4512.65 E 10226.99

PRC

6'

EJ

N 4531.40 E 10355.26

N 4524.38 E 10290.89

PCC

N 4514.41 E 10249.77

PRC

N 4531.83 E 10455.09

PCC PRC

PRC

N 4518.96 E 10190.06

PCC

N 4531.83 E 10455.09

N 4535.86 E 10600.04

N 4541.61 E 10514.48

EJ

N 4529.51 E 10267.49 N 4522.65 E 10231.47

PCC

N 4525.68 E 10164.91

N 4537.67 E 10397.19

R225'

N 4530.38 E 10188.61 N 4525.88 E 10202.63

N 4533.70 E 10418.84

R225'

R200'

N 4557.22 E 10236.62

R200'

N 4537.56 E 10422.10

N 4559.23 E 10232.68 R225'

N 4559.23 E 10224.68

N 4519.49 E 10422.11

N 4520.63 E 10469.14

N 4538.84 E 10597.42

PC PC

N 4515.48 E 10600.04

6'

PCC

N 4536.89 E 10609.42 N 4533.91 E 10606.04 N 4515.28 E 10663.42

TY 7 ' P.

N 4499.11 E 10334.55

6'

N 4515.44 E 10686.07

CONC. SWALE

CONC. HEADWALL

N 4499.90 E 10631.48

6'

TYP. TYP.

N 4486.23 E 10445.37

N 4470.56 E 10559.89 G R A S S

10 "

C IN R W NA OO TI D

N 4451.23 E 10460.40

C IN

N 4451.37 E 10331.89

N 4470.67 E 10496.90

N 4468.85 E 10378.90 N 4451.37 E 10378.90

C

N 4428.40 E 10615.48

NO

2008 JULY18

LANDSCAPE PACKAGE - CONSTRUCTION DOCUMENTS GMP PACKAGE

03

2008 MAY 23

DD BID / BID PACKAGE #2 - RESISSUED FOR REFERENCE

02

2008 APR 25

DESIGN DEVELOPMENT - BID PACKAGE #2

01

2008 JAN 08

SCHEMATIC DESIGN

OF

REVISIONS

C

IT Y

N 4435.51 E 10542.26

2008 SEPT 19

IT Y

OF

N 4436.78 E 10268.74

" 12

05 04

N 4398.70 E 10516.36 N 4384.50 E 10298.26

N 4384.36 E 10475.19

N 4384.37 E 10379.27

N C. CON S P E ST

OWNER

N 4361.89 E 10568.71 LAYOUT PLAN ENLARGEMENT

Cincinatti, Ohio

OD O W TI R A NO NN I NC I C

PROJECT

HOFF ACADEMIC QUAD METAL STAIRS TO ROOF (APPROX.) DRAWING TITLE

N 4312.15 E 10216.63

N 4312.00 E 10298.13

N 4311.86 E 10379.13

N 4311.72 E 10460.01 LEGEND

EQ UI PM EN T & ED RO AD

SH

FIRE ESCAPE

RA IL

N 4242.65 E 10217.01

N 4242.51 E 10298.01

N 4242.37 E 10379.01

PRC

POINT OF REVERSE CURVATURE

PCC

POINT OF COMPOUND CURVATURE

PC

POINT OF CURVE

EJ

EXPANSION JOINT

TYP.

TYPICAL

SIM.

SIMILAR

2.

3.

OL D

MATCHLINE SEE SHEET B

N 4286.07 E 10174.76

CONC. WALL

N 4242.23 E 10460.01

H. ASP

CURB

LAYOUT PLAN

LAYOUT NOTES: 1.

N 4295.89 E 10522.29

4.

COORDINATE POINTS SHOWN FOR LAYOUT CORRESPOND TO THE SURVEY COORDINATES, ON THE SURVEY PREPARED BY MSP. REFER TO THE EXISTING CONDITIONS PLANS FOR FURTHER INFROMATION. ASSUME THAT SURVEY COORDINATE SYSTEM IS AN ARBITRARY, SITE SPECIFIC SYSTEM UNLESS OTHERWISE DEMONSTRATED. COORDINATE POINTS SHOWN ASSUME THAT THE BUILDING IS BUILT IN EXACTLY THE LOCATION SHOWN ON THE PLANS. DESCRIPTIVE LAYOUT INFORMATION IS ALSO PROVIDED IN AREAS CLOSE TO BUILDINGS AND OTHER SIGNIFICANT STRUCTURES, E.G. "ALIGN WALK EDGE WITH CORNER OF BUILDING." IF THERE ARE CONFLICTS BETWEEN COORDINATE LAYOUT POINTS AND DESCRIPTIVE INFORMATION GIVEN, THE DESCRIPTIVE INFORMATION SHALL TAKE PRECEDENCE AND ADJUSTMENTS SHALL BE MADE. NOTIFY THE ARCHITECT IMMEDIATELY IF SUCH DISCREPANCIES ARE FOUND DURING FIELD LAYOUT OF SITE ELEMENTS. DO NOT PROCEED WITH ANY CONSTRUCTION PRIOR TO APPROVAL OF LAYOUT CHANGES, IN WRITING, BY THE ARCHITECT.

SCALE

DATE

1" = 20'-0"

JOB NUMBER

DRAWN

3754 LO, JLu

CHECKED

Project Status

ASPHALT DRIVE BILLBOARD

F:\active files\sbr - Shepley Bulfinch\0703 - Xavier\dwgs\current\xu-L102a.dwg

8' TYP.

N 4233.92 E 10174.68

XAVIER UNIVERSITY

OD WO PS E ST

N 4337.58 E 10175.15

6' 6' TYP.TYP.

PROPOSED COLLEGE OF BUSINESS

1 L103A

KEY PLAN

L102A

CONC.

CONC. WALL

CONCRETE

WALK

CONCRETE

BUILDING OVERHANG

CONCRETE

WALK

RAILROAD SIGN

DRAWING NUMBER

MS

FNDN AT END

LEGEND

648.9GR

LAYOUT NOTES: 1.

648.9GR

PRC

POINT OF REVERSE CURVATURE

PCC

POINT OF COMPOUND CURVATURE

PC

POINT OF CURVE

EJ

EXPANSION JOINT

TYP.

TYPICAL

SIM.

SIMILAR

FNDN AT END 651.6FNDN 649.3GR 651.6FNDN 649.4GR

ROOF LINE PER AERIAL SURVEY

651.65FNDN 649.2GR 651.6FNDN 649.6GR

651.62 TOP/STEPS

2.

3.

4.

651.6FNDN 649.9GR 651.6FNDN 650.0GR

1 STORY BRICK 656.21 WINDOW SILL

3 STORY BRICK

651.65FNDN 650.0GR

FIRST FLOOR ELEV.=659.56 651.7FNDN 649.4CONC

656.20 WINDOW SILL

FF ELEV.=651.70 (ENTRANCE)

BLDG OVERHANG

CONCRETE

651.8FNDN 649.9GR

B R I C K

513-241-5666 Telephone 513-241-0978 Facsimile

ASSOCIATE ARCHITECT

10411 Medallion Drive Suite 121 Cincinnati, OH 45241

LAMP POST ON 1'x1' CONC. BASE (TYP.)

CONCRETE WALL

WALL

CONCRETE

TRENCH DRAIN TOP=665.93 DEPTH=0.85'

TE C RE N O C

FIRST FLOOR ELEV.=651.65

0.95'ØDRAIN TOP=670.95

TRANS.

651.7FNDN 650.4GR

2 Seaport Lane, Boston, Massachusetts 02210 T:617.423.1700 F:617.451.2420 www.sbra.com

316 West 4th Street Cincinnati, OH 45202

W A L K

CONCRETE

WALLS

TRENCH DRAIN

N 4721.64 E 9640.14

Shepley Bulfinch Richardson & Abbott Architecture / Planning / Interiors / Est. 1874

Michael Schuster

ROOF LINE PER AERIAL SURVEY

W AL K

651.7FNDN 649.7GR

COORDINATE POINTS SHOWN FOR LAYOUT CORRESPOND TO THE SURVEY COORDINATES, ON THE SURVEY PREPARED BY MSP. REFER TO THE EXISTING CONDITIONS PLANS FOR FURTHER INFROMATION. ASSUME THAT SURVEY COORDINATE SYSTEM IS AN ARBITRARY, SITE SPECIFIC SYSTEM UNLESS OTHERWISE DEMONSTRATED. COORDINATE POINTS SHOWN ASSUME THAT THE BUILDING IS BUILT IN EXACTLY THE LOCATION SHOWN ON THE PLANS. DESCRIPTIVE LAYOUT INFORMATION IS ALSO PROVIDED IN AREAS CLOSE TO BUILDINGS AND OTHER SIGNIFICANT STRUCTURES, E.G. "ALIGN WALK EDGE WITH CORNER OF BUILDING." IF THERE ARE CONFLICTS BETWEEN COORDINATE LAYOUT POINTS AND DESCRIPTIVE INFORMATION GIVEN, THE DESCRIPTIVE INFORMATION SHALL TAKE PRECEDENCE AND ADJUSTMENTS SHALL BE MADE. NOTIFY THE ARCHITECT IMMEDIATELY IF SUCH DISCREPANCIES ARE FOUND DURING FIELD LAYOUT OF SITE ELEMENTS. DO NOT PROCEED WITH ANY CONSTRUCTION PRIOR TO APPROVAL OF LAYOUT CHANGES, IN WRITING, BY THE ARCHITECT.

0.95'ØDRAIN TOP=671.27

WALL

B R I C K

513-542-3300 Telephone 513-542-5540 Facsimile www.ssastructural.com

STRUCTURAL ENGINEER

W A L K

SPRINKLER HEADS ALONG WALL 2.7'ØCB BUBBLE TOP TOP=660.14 INV.=653.69W.10"

651.85FNDN 650.0GR

P

H

&

A

L

W AL K

T

WALK

CONC. H

P A R K I N G

R7

A S P H A L T

2'

FF ELEV.=650.62 (GARAGE DOORS)

D R I V E W A Y

H 25 'x? .M 50. 5.5 E C = 6 . 5'x . ) L E OP =3 X T I M . RO D PP (A

651.85FNDN 650.6ASPH

A SSO CI A TE S

6305 Centre Park Drive West Chester, OH 45069 513-779-7851 Telephone 513-779-7852 Facsimile

CIVIL ENGINEER

Brown Sardina 129 South Street Boston, MS 02111 617-482-4703 Telephone 617-482-4882 Facsimile

LANDSCAPE ARCHITECT

Rolf Jensen and Associates, Inc. N 4641.23 E 10030.64

N 4641.12 E 9967.64

R7 2'

B

N 4651.22 E 9722.69

CONC. WALK C O N C .

W AL K

653.78 CONC.

A

CONCRETE

RI C K

651.85FNDN 650.5GR

P

6" 17'-

653.46 CONC.

T

L AL W

651.7TWL 650.5CONC

K L EI N GER S

WALK

651.6TWL

651.6TWL 651.2CONC

FF ELEV.=650.62 (ENTRANCE)

FUTURE BUILDING

G R A S S S

.

C ON C

FF ELEV.=651.74 (ENTRANCE)

651.85FNDN 651.3GR

A

NG PI O SL

TEL.MH?

N 4673.91 E 9753.57

CONC. APRON

651.85FNDN 649.6GR

651.85FNDN 651.5TWL

ELEC.MH

R3 0'

513-621-5400 Telephone 513-621-5407 Facsimile

M.E.P. ENGINEER

CONC. STEPS

W AL K C .

C O

FF ELEV.=649.41 (ENTRANCE)

FUTURE DORMITORY

ROOF LINE

N

TEL.MH TOP=650.76 VAULT=7'x3'x4' (APPROX.LOC.)

651.85FNDN 650.2GR

WATER METER PIT TOP=672.36

N AI 8 DR .6 'Ø 57 75 =6 0. OP T

FF ELEV.=641.80 (LOWEST FLOOR) (CRAWL SPACE ELEV.=647.25)

300 West 4th Street Suite 300 Cincinnati, OH 45202-2666

N 4690.41 E 9763.72

1661 Worcester Road Suite 501 Framingham, MA 01701 508-620-8900 Telephone 508-620-0908 Facsimile www.rjainc.com

FIRE PROTECTION

CENTERLINE OF DOOR FRAME

FF ELEV.=651.96 (TOP OF RAMP)

N EW

RI B

651.85FNDN 651.9GR

K C

N 4556.26 E 9944.21

1 L103E

LAYOUT PLAN ENLARGEMENT

R7

R75 '

O PA TI

W IT H

A IN B IN EH G IN W A D LL W A LL FI LL ED

RE T

LE

C .

SW

A

ON C

E

2'

RE T C ON C ID E

R85'

DE B RI S

O NC RE TE C

P. 5' TY P. 2.

5'

W

N 4447.70 E 9894.85

N 4443.17 E 9696.12

N 4401.95 E 9917.92 R2 ' PRC

N 4384.68 E 9956.43

PRC

R4 32 '

W

AL L

654.92TWL

N 4399.87 E 9914.66

N 4374.68 E 9659.66

R1 60 '

N 4383.83 E 9656.66

6'

663.98TWL

N 4373.83 E 9669.83

R312'

671.79TWL 672.90TWL

O

A

N

LAYOUT PLAN ENLARGEMENT

C

1 L103C

671.49TWL

R67

EL

'

R65'

N 4333.14 E 9566.37

N 4341.41 E 9605.37

N 4326.35 E 9769.40

1 L103C

R120'

N 4319.31 E 9585.80

N 4368.52 E 9970.40

' R50

N 4317.95 E 9967.31

2008 MAY 23

DD BID / BID PACKAGE #2 - RESISSUED FOR REFERENCE

02

2008 APR 25

DESIGN DEVELOPMENT - BID PACKAGE #2

01

2008 JAN 08

SCHEMATIC DESIGN

N 4341.34 E 10041.35

N 1 L103B

PLAN ENLARGEMENT

KEY PLAN OWNER

PROPOSED COLLEGE OF BUSINESS

XAVIER UNIVERSITY Cincinatti, Ohio

N 4336.44 E 10033.34 PROJECT

N 4332.37 E 10041.33

'

DRAWING TITLE

R7 8'

N 4286.70 E 9970.71

N 4254.94 E 9975.70 N 4254.86 E 10021.70

F:\active files\sbr - Shepley Bulfinch\0703 - Xavier\dwgs\current\xu-L102b.dwg

GMP PACKAGE

03

N 4345.41 E 10033.36

N 4277.13 E 9791.94

EL

L TW L 1 .6 66 .8BW 0 66

LAYOUT PLAN

SCALE LIGHT POLE ON CONC. PEDESTAL (TYPICAL)

EL

N 4234.19 E 9646.71

LANDSCAPE PACKAGE - CONSTRUCTION DOCUMENTS

N 4317.84 E 10030.31

R7 8

L TW L 1 .6 66 .9BW 7 65

N 4339.50 E 10027.35

2008 JULY18

LAYOUT PLAN ENLARGEMENT

PCC

N 4267.00 E 9691.11

N 4265.48 E 9647.08

N 4348.47 E 10027.36

2008 SEPT 19

HOFF ACADEMIC QUAD

N 4304.75 E 9943.27

EP S ST

BRICK PAVER WALK

1 L103B

7' TYP

N 4283.60 E 9661.71

N 4349.17 E 10008.36

PRC

N 4292.98 E 9707.68 EL

N 4358.14 E 10008.38

N 4358.84 E 9989.38

N 4336.24 E 9927.91

N 4307.99 E 9739.99

675.62 TWL

N 4367.81 E 9989.40

N 4371.57 E 9964.40

N 4322.99 E 9571.95

670.59TWL

N 4375.64 E 9956.41

PROPOSED LEARNING COMMONS

LAYOUT PLAN ENLARGEMENT

N 4326.85 E 9692.44

N 4377.49 E 9970.41

05 04

REVISIONS

N 4380.54 E 9964.42 N 4380.95 E 9967.42

P.

6'

R21'-11"

LEDGEWOOD DRIVE

X.

RE TA I

PRC

R1 05 '

R1 50 '

C RE TE

5 TY '

8' N 4423.97 E 9695.36 N 4422.14 E 9677.06

NI NG

W AL LS

N 4443.95 E 9967.53

7' TYP.

6"

'

672.89TWL

TO P

671.49TWL

N 4329.57 E 9560.15

00

666.29TWL

N 4350.15 671.46TWL E 9589.26 671.48TWL

R3

N 4450.29 E 9715.45

.

EQ

PIL LA RS

N 4460.78 E 9708.41

N 4412.84 E 9667.67

672.86TWL 650.77DOCK IN ALCOVE

FL AT

R6

650.68DOCK

672.87TWL

C. K

653.41TWL

DO CK

4 "P INV IPE .=6 69 .19

S LL

IC

652.91TWL 659.57TWL

PP RO

EJ NC .

669.50 PATIO

671.74TWL

BR

AN

CO

CO N

A

PL

NC .

N 4492.43 E 10009.11

'

.

EQ

W R

E

650.16

GL EN ASS TR Y PE

I N

Y

NC .

CO

WA LK

650.26

P

WA LL IN ING TA RE NC .

CO NC .

CO

&

L

12

"

CK

G

N 4492.43 E 9956.61

N 4492.43 E 9892.17

'-9 18 R

BR I

I N

CO

CO

1s

C 6"PV

D

NC .

650.22

t 2n F F d EL 3r d F F E E V .= FF 4t LE 66 h 5t FF ELE V.=6 0.4 0 h V. E =6 69.

6t FF LE 8 ( SL h V 8 FF ELE .=6 6.5 9 (S AB) 7t h 9 V 9 LA 8t FF ELE .=7 6.1 h 9 (CA B) V 0 RP 9t FF ELE .=7 5.7 ( h ET EL V.= 15. 0 10 F ) " th F E E V. 724 26 ( ) " FF LEV =73 .81 ( EL .=7 4.4 " ( ) EV 1 4 ) .= 3.8 ( " 75 7 " ) 3. ( 45 ) " ( " ) )

I L

PRC

W AL L

ALIGN FACE OF WALL TO PRECAST

N 4492.43 E 9989.11

0' 10

LE VE L

5' R4

NC .

U

653.44TWL

N 4453.08 E 9650.41 N 4419.00 E 9653.43

C K

N 4531.63 E 10097.40 5'-5"

N 4502.43 E 9989.13

PC

R3

R

CO

B

LO

N 4441.66 E 9682.64

649.93TWL

POINT OF TANGENCY MEET EXISTING WALL

B

6' .

P TY

LO WE R

I N

.

5'

PP "C

650.22

OV ER HA NG

C

653.09TWL

.

A

WA LL

VE L

652.51TWL

R6

CO NC .

12

. .S "P 12

C.O. TOP=649.26

PA VE ME NT

O NC

6"PVC

M

E

ON

C

LE

FL AT

R

651.72TWL

. W AL L

PE

C

PA TIO

UP

CO NC RE T

CO NC . R ET

CO NC . W AL L

8'

LT

8'

EXPANSION JOINT - TYP.

PRC

PRC

7' .

P TY

A PH AS

EJ

BL OC K

.

A

ON PR

659.55TWL

N 4455.52 652.50TWL 653.95PAD AT BLDG E 9645.93 653.70PAD

'

CONTROL JOINT - TYP. T EN M E V PA

C O

N 4453.37

FF ELEV. 659.55TWL E 9653.14 =653.96

R12'

C

NC O

8'

663.30TWL

PC

N

N 4456.99 E 9662.85

N 4502.43 E 9956.63

PC

N 4492.58 E 9866.67

N 4469.97 E 9702.33 N 4465.04 E 9705.75

5 R1

2

TS

PRC

N 4470.02 E 9699.44

P.

'

&

PA VE

N 4464.56 E 9677.37

2 R1

2

.

EC EL

UC

PC

A

653.92TWL

656.55TWL

B RI C K

N 4479.23 E 9665.88

8' D L. TE

&

653.82TWL

N 4504.43 E 9904.60

N 4506.95 E 9967.64

TY

663.31TWL

RS

C BR O N IC C K RE TE

C. TO O. P= 65 3.

18

N 4495.70 E 9868.81 R2'

1 L103D

LAYOUT PLAN ENLARGEMENT

N 4502.43 E 9892.17

N 4527.85 E 9989.68 R54'-3"

W NE

CB OP H/ M ET ER RAT 64 ") W G .

12 SE 3'Ø 651 .03 (S. 2 . P = 6 4 1 .1 4 TO V.= 646 IN V.= IN

RE FI

) X. RO PP A (

5'

B

C TI ES

H NC RA

FF ELEV.=640.85 (LOWEST LEVEL)

656.54TWL

N 4483.99 E 9675.69 N 4489.21 E 9686.50 5 TY ' P. 5 TY '

R1

8

E IR "F

M

K C

'-7"

RI B

2-HW & 2-CHW PIPES

R13

LK A W

652.9FNDN 652.1GR

0' R19

N 4524.60 E 9838.94 PRC

CB H/ M 0 1 ER 51. 1 W 6 .2 S E P = 641 TO V.= IN

N 4539.71 E 10071.45

N 4527.81 E 10008.68

LEDGEWOOD DRIVE

SH O W N

R7 2'

10' TYP.

EL TO E C DI P= .M H M 65 (C .= 8'x 1.7 ON C. 5'x 3 ) 7.

8'

2'

N O T

R200'

N 4555.50 E 10066.51

N 4553.25 E 9806.23

LK

GENERAL NOTES:

N 4556.22 E 10054.21

K W A

DO 6"

N 4596.23 E 10097.58

R72'

IC

652.8FNDN 652.4GR

653.85 CONC.

617-499-8000 Telephone 617-499-8074 Facsimile

AV/IT CONSULTANT

'

R

33 Moulton Street Cambridge, MA 02138

BUILDING LINE

R3 12

B

W AL K

N 4606.23 E 10054.33

MATCHLINE SEE SHEET A

651.7GR

C RE TE

653.53 CONC.

LK A W

FF ELEV.=651.93 (ENTRANCE)

N

N 4606.26 E 9944.33

CONCRETE

FNDN. AT OR BELOW GRADE LEVEL

=648.18 CE) 652.8FNDN(S.)

H 0 ' .M 0.3 7.8 S) EC 65 5'x RD EL P= 5'x CO T O M . = RE DI ER (P

T EN M VE A P

651.85FNDN 651.0GR

K C

.)

NC R PE CO H( 0.63 x7' ( M 5 3' .

L 6 x TE P= 10' S) T O M . = RD DI CO RE

C O

1st FF ELEV.=653.94 (AT ENTRANCE) 2nd FF ELEV.=667.015 (AT STAIRCASE) 3rd FF ELEV.=680.17 (AT STAIRCASE)

RI B

649.4TOP

&

ONC .

WALK

B RI C K

.7C

ROOF LINE

658

1" = 20'-0"

JOB NUMBER

N 4235.84 E 9692.36

DRAWN

ASPHALT DRIVEWAY

DATE

3754 LO, JLu

N 4217.99 E 10072.33

CHECKED

Project Status

N 4196.76 E 10070.33 TEL.MH TOP=668.13

CONCRETE DEPRESSED

APRON

L102B

CURB

DANA AVENUE SEWER MH TOP=661.80 INV.=650.99

MATCHLINE SEE SHEET C

MATCHLINE SEE SHEET A DRAWING NUMBER

MS

MATCHLINE SEE SHEET B CONC.

CONC R

ET E

APRON

MATCHLINE SEE SHEET B DANA AVENUE

TOP=668.14 INV.=

DANA AVENUE

WALK

DRIVEWAY WALL

STEPS DRIVEWAY

DRIVEWAY

STEPS

DRIVEWAY

STEPS

DRIVEWAY

DRIVEWAY

CON CRE T

E

DRIVEWAY

DRIV E

TRENCH DRAIN

SEWER MH TOP=669.98 INV.=652.96(NW.+SE.) INV.=654.72(S) INV.=653.70(E)

Shepley Bulfinch Richardson & Abbott Architecture / Planning / Interiors / Est. 1874 2 Seaport Lane, Boston, Massachusetts 02210 T:617.423.1700 F:617.451.2420 www.sbra.com

Michael Schuster

N 4057.81 E 9966.69

316 West 4th Street Cincinnati, OH 45202

N 4053.08 E 9933.12

N 4052.78 E 9971.65 5'

N 4028.77 E 9816.60

PIV

10411 Medallion Drive Suite 121 Cincinnati, OH 45241

TYP.

4'-8"

513-241-5666 Telephone 513-241-0978 Facsimile

ASSOCIATE ARCHITECT

N 4039.63 E 9971.56

N 4039.89 E 9938.02

P A R K I N G

ALIGN

ER MSD) SEWER (P

ALIGN

TE 18" PRIVA

A S P H A L T

5'

513-542-3300 Telephone 513-542-5540 Facsimile www.ssastructural.com

STRUCTURAL ENGINEER

N 4017.80 E 9943.27

5'

300 West 4th Street Suite 300 Cincinnati, OH 45202-2666

TYP.

TYP.

SEWER MH PER RECORD INV.=673.89 (PER RECORD )

BLD G.

D OR EC .R

SEWER MH PER RECORD INV.=657.12(18") INV.=673.58(12"W) INV.=677.94(12"S) (ALL PER RECORD )

K L EI N GER S

N 3981.27 E 9950.43

&

. LIN E IN

T B. C.

CURB

513-621-5400 Telephone 513-621-5407 Facsimile

M.E.P. ENGINEER

A SSO CI A TE S

6305 Centre Park Drive West Chester, OH 45069 513-779-7851 Telephone 513-779-7852 Facsimile

CIVIL ENGINEER

PER

T EL

R PE

8"

N 4007.68 E 9928.09 4'-8"

ASPHALT

N 4007.74 E 9869.67

N. SA

WVMH

N 3978.49 E 9937.58

Brown Sardina

N 3979.93 E 9945.42

129 South Street Boston, MS 02111

SEWER MH TOP=690.52 INV.=676.13 FIRE WATER TO SPRINKLER RISERS

617-482-4703 Telephone 617-482-4882 Facsimile

LANDSCAPE ARCHITECT SEWER MH PER RECORD INV.=687.26 (PER RECORD )

Rolf Jensen and Associates, Inc.

N 3940.60 E 9950.14

1661 Worcester Road Suite 501 Framingham, MA 01701 508-620-8900 Telephone 508-620-0908 Facsimile www.rjainc.com

CONC. WALK

FIRE PROTECTION

N 3939.27 E 9945.13

33 Moulton Street Cambridge, MA 02138 617-499-8000 Telephone 617-499-8074 Facsimile

AV/IT CONSULTANT

GENERAL NOTES: T A S P H A L

G P A R K I N

IM ROX AT E

ASPHALT

APP

RAILROAD CROSSING SIGN

N AT IO LOC

ASPHALT

N 3872.67 E 9942.28

AIR HANDLING CONC. PAD

SPRINKLER VALVES 1.6'ØCB sq.CB

0'CB 2.95'x2.7 K C.BLOC IN CON 3.60 TOP=69 2(N) .8 INV.=689 2(S) .3 INV.=690

05

2008 SEPT 19

04

2008 JULY18

LANDSCAPE PACKAGE - CONSTRUCTION DOCUMENTS GMP PACKAGE

03

2008 MAY 23

DD BID / BID PACKAGE #2 - RESISSUED FOR REFERENCE

02

2008 APR 25

DESIGN DEVELOPMENT - BID PACKAGE #2

01

2008 JAN 08

SCHEMATIC DESIGN

REVISIONS

N KEY PLAN OWNER

XAVIER UNIVERSITY Cincinatti, Ohio PROJECT

HOFF ACADEMIC QUAD LEGEND

LAYOUT NOTES: 1.

PRC

POINT OF REVERSE CURVATURE

PCC

POINT OF COMPOUND CURVATURE

PC

POINT OF CURVE

EJ

EXPANSION JOINT

TYP.

TYPICAL

SIM.

SIMILAR

2.

F:\active files\sbr - Shepley Bulfinch\0703 - Xavier\dwgs\current\xu-L102c.dwg

3.

4.

COORDINATE POINTS SHOWN FOR LAYOUT CORRESPOND TO THE SURVEY COORDINATES, ON THE SURVEY PREPARED BY MSP. REFER TO THE EXISTING CONDITIONS PLANS FOR FURTHER INFROMATION. ASSUME THAT SURVEY COORDINATE SYSTEM IS AN ARBITRARY, SITE SPECIFIC SYSTEM UNLESS OTHERWISE DEMONSTRATED. COORDINATE POINTS SHOWN ASSUME THAT THE BUILDING IS BUILT IN EXACTLY THE LOCATION SHOWN ON THE PLANS. DESCRIPTIVE LAYOUT INFORMATION IS ALSO PROVIDED IN AREAS CLOSE TO BUILDINGS AND OTHER SIGNIFICANT STRUCTURES, E.G. "ALIGN WALK EDGE WITH CORNER OF BUILDING." IF THERE ARE CONFLICTS BETWEEN COORDINATE LAYOUT POINTS AND DESCRIPTIVE INFORMATION GIVEN, THE DESCRIPTIVE INFORMATION SHALL TAKE PRECEDENCE AND ADJUSTMENTS SHALL BE MADE. NOTIFY THE ARCHITECT IMMEDIATELY IF SUCH DISCREPANCIES ARE FOUND DURING FIELD LAYOUT OF SITE ELEMENTS. DO NOT PROCEED WITH ANY CONSTRUCTION PRIOR TO APPROVAL OF LAYOUT CHANGES, IN WRITING, BY THE ARCHITECT.

DRAWING TITLE

LAYOUT PLAN

SCALE

1" = 20'-0"

JOB NUMBER

DRAWN

DATE

3754 LO, JLu

CHECKED

Project Status

L102C DRAWING NUMBER

MS

N 4559.25 E 10232.68

N 4559.23 E 10224.68

Shepley Bulfinch Richardson & Abbott Architecture / Planning / Interiors / Est. 1874

SIM

10 L602A

HANDICAP CURB CUT RAMP (TYPE 2)

2 Seaport Lane, Boston, Massachusetts 02210 T:617.423.1700 F:617.451.2420 www.sbra.com

Michael Schuster N 4535.50 E 10220.42

316 West 4th Street Cincinnati, OH 45202 513-241-5666 Telephone 513-241-0978 Facsimile

ASSOCIATE ARCHITECT

6 L602A

PEDESTRIAN CONCRETE PAVEMENT

PL

N 4525.88 E 10202.63

PL

10411 Medallion Drive Suite 121 Cincinnati, OH 45241

N 4529.49 E 10226.72 N 4522.65 E 10231.47

513-542-3300 Telephone 513-542-5540 Facsimile www.ssastructural.com

STRUCTURAL ENGINEER

300 West 4th Street Suite 300 Cincinnati, OH 45202-2666

PCC N 4522.23 E 10276.85 PCC N 4518.96 E 10190.06

N 4516.03 E 10340.18

N 4514.41 E 10249.77

K L EI N GER S

PRC N 4512.65 E 10226.99

&

N 4510.64 E 10227.77

N 4509.45 E 10255.63 PCC

N 4505.04 E 10193.50 PCC

N 4493.22 E 10182.33

PL

N 4489.52 E 10175.90

6 L602A

513-779-7851 Telephone 513-779-7852 Facsimile

129 South Street Boston, MS 02111

CONTROL JOINT - TYP.

617-482-4703 Telephone 617-482-4882 Facsimile

LANDSCAPE ARCHITECT

Rolf Jensen and Associates, Inc. 1661 Worcester Road Suite 501 Framingham, MA 01701

PL

N 4492.18 E 10194.85

PCC

PRC

6305 Centre Park Drive West Chester, OH 45069

Brown Sardina

PRC N 4506.52 E 10263.53

N 4499.11 E 10334.55 8 L602A

A SSO CI A TE S

CIVIL ENGINEER

N 4507.56 E 10225.49

PCC N 4504.35 E 10206.57

513-621-5400 Telephone 513-621-5407 Facsimile

M.E.P. ENGINEER

508-620-8900 Telephone 508-620-0908 Facsimile www.rjainc.com

FIRE PROTECTION

PEDESTRIAN CONCRETE PAVEMENT

N 4484.28 E 10241.67 PRC

N 4482.54 E 10278.64 PRC

EJ

33 Moulton Street Cambridge, MA 02138 617-499-8000 Telephone 617-499-8074 Facsimile

AV/IT CONSULTANT

EJ

GENERAL NOTES:

EXPANSION JOINT - TYP.

PRC N 4475.98 E 10244.61

EJ

8 L602A

CAMPUS STANDARD LIGHT FIXTURES; REFER TO ELECTRICAL DWGS.

N 4468.24 E 10181.30 PCC

N 4464.53 E 10164.72

N 4471.38 E 10242.28

PRC N 4456.45 E 10220.53 PL

N 4454.53 E 10162.89

N 4450.87 E 10162.65 PCC

EJ

N 4455.70 E 10253.10 PRC

N 4457.31 E 10332.25

PRC N 4454.39 E 10231.30 PCC

N 4447.55 E 10181.02

6 L602A

N 4441.33 E 10212.99 PCC

EJ

12 L602B

EJ

EJ

N 4435.91 E 10163.19

REFER TO MATERIALS PLANS AND LAYOUT PLANS FOR NOTES, LEGEND AND FURTHER INFORMATION.

CAMPUS STANDARD LIGHT FIXTURES; REFER TO ELECTRICAL DWGS.

BRICK WALL SINGLE FACED

CURB AND GUTTER; REFER TO CIVIL DRAWINGS- TYP.

N 4436.78 E 10268.74

N 4433.66 E 10224.67 PRC

PL

PEDESTRIAN CONCRETE PAVEMENT

ROADWAY PAVING; REFER TO CIVIL DRAWINGS- TYP.

EJ EJ EMERGENCY PHONE - TYP.

STAIR PLAN ENLARGEMENT

PRC N 4415.81 E 10207.65

N 4414.26 E 10191.76 PCC

3 L601B

N 4416.48 E 10224.37 PRC

N 4413.35 E 10213.23

PL

05

2008 SEPT 19

04

2008 JULY18

LANDSCAPE PACKAGE - CONSTRUCTION DOCUMENTS GMP PACKAGE

03

2008 MAY 23

DD BID / BID PACKAGE #2 - RESISSUED FOR REFERENCE

02

2008 APR 25

DESIGN DEVELOPMENT - BID PACKAGE #2

01

2008 JAN 08

SCHEMATIC DESIGN

REVISIONS

N 4406.14 E 10194.63 PL

PCC N 4409.40 E 10217.29

N 4408.73 E 10215.98

N 4409.65 E 10225.95 PCC

N 4410.47 E 10277.19

PL

N 4395.23 E 10242.93 N 4390.16 E 10185.25

N 4390.16 E 10196.92 PC

PC

N PL

1 L601B

2 L601B

OWNER

N 4380.19 E 10220.83 PC

ALIGN

N 4380.19 E 10169.58

KEY PLAN

DIMENSION AT FACE OF WALL - LINES RADIAL TO CURB

XAVIER UNIVERSITY

C L ALIGN

C L

Cincinatti, Ohio ALIGN PROJECT

ALIGN

ALIGN

ALIGN CL

N 4372.86 E 10185.25

HOFF ACADEMIC QUAD DRAWING TITLE

ALIGN

LAYOUT & MATERIALS PLAN ENLARGEMENT

ALIGN N 4363.61 E 10177.22

F:\active files\sbr - Shepley Bulfinch\0703 - Xavier\dwgs\current\xu-L103a.dwg

SECURITY CAMERA- TYP.

PROPOSED COLLEGE OF BUSINESS

6 L602A

9 L602A

HANDICAP CURB CUT RAMP (TYPE 1)

PEDESTRIAN CONCRETE PAVEMENT

SCALE

N 4337.58 E 10175.15

DATE

1/8" = 1'-0"

JOB NUMBER

DRAWN

3754 LO, JLu

CHECKED

Project Status

L103A DRAWING NUMBER

MS

N 4336.44 E 10033.34

3 L602A

CONCRETE UNIT PAVERS (TYPE 2)

6 L602A

N 4332.37 E 10041.33

PEDESTRIAN CONCRETE PAVEMENT

2 L601A

1 L601A N 4326.03 E 10055.07

2 L602B

2 L602C

TYPICAL CONC. STAIR W/ METAL HANDRAILS

N 4521.75 E 10077.06

PL

11 L602B

BRICK WALL DOUBLE FACED

2 L602A

CONCRETE UNIT PAVERS (TYPE 1)

Shepley Bulfinch Richardson & Abbott Architecture / Planning / Interiors / Est. 1874 2 Seaport Lane, Boston, Massachusetts 02210 T:617.423.1700 F:617.451.2420 www.sbra.com

PL 2 L602A

N 4519.38 E 10067.35

N 4519.81 E 10041.66

N 4515.80 E 10053.17

13 L602B

CONCRETE UNIT PAVERS (TYPE 1)

Michael Schuster

BRICK WALL DOUBLE FACED

316 West 4th Street Cincinnati, OH 45202

ROADWAY PAVING; REFER TO CIVIL DRAWINGS- TYP. CAMPUS STANDARD LIGHT FIXTURES; REFER TO ELECTRICAL DWGS.

CURB AND GUTTER; REFER TO CIVIL DRAWINGS- TYP. 2 L602A

513-241-5666 Telephone 513-241-0978 Facsimile

ASSOCIATE ARCHITECT

10411 Medallion Drive Suite 121 Cincinnati, OH 45241 513-542-3300 Telephone 513-542-5540 Facsimile www.ssastructural.com

PL

CONCRETE UNIT PAVERS (TYPE 1)

PL

STRUCTURAL ENGINEER

PL ALIGN

CAMPUS STANDARD LIGHT FIXTURES; REFER TO ELECTRICAL DWGS. SIM

11 L602A

HANDICAP CURB CUT RAMP (TYPE 3)

300 West 4th Street Suite 300 Cincinnati, OH 45202-2666

N 4508.83 E 10070.63

N 4508.81 E 10081.11

513-621-5400 Telephone 513-621-5407 Facsimile

M.E.P. ENGINEER

N 4502.42 E 10053.17

1 L602A

K L EI N GER S &

ALIGN

PL

STONE PAVEMENT PEDESTRIAN

A SSO CI A TE S

6305 Centre Park Drive West Chester, OH 45069 513-779-7851 Telephone 513-779-7852 Facsimile

CIVIL ENGINEER

Brown Sardina ALIGN

129 South Street Boston, MS 02111

4 L601A

Rolf Jensen and Associates, Inc.

N 4492.42 E 10053.17

N 4492.42 E 10041.61

617-482-4703 Telephone 617-482-4882 Facsimile

LANDSCAPE ARCHITECT

1661 Worcester Road Suite 501 Framingham, MA 01701

ALIGN PL

FIRE PROTECTION

1 L602A

PL

PAVING PATTERN POINT OF BEGINNING

PL

508-620-8900 Telephone 508-620-0908 Facsimile www.rjainc.com

STONE PAVEMENT PEDESTRIAN

N 4292.16 E 10055.01

PL

33 Moulton Street Cambridge, MA 02138

PAVING - POINT OF BEGINNING

617-499-8000 Telephone 617-499-8074 Facsimile

AV/IT CONSULTANT

ALIGN N 4284.10 E 10055.00

REFER TO MATERIALS PLANS AND LAYOUT PLANS FOR NOTES, LEGEND AND FURTHER INFORMATION.

ALIGN

N 4284.13 E 10041.25

ALIGN 5 L601A

EJ N 4480.53 E 10053.17

GENERAL NOTES:

N 4275.15 E 10043.73 STRUCTURE BELOW; REFER TO ARCH. DWGS. 3 L602A

13 L602B

CONCRETE UNIT PAVERS (TYPE 2)

ALIGN RAIL WITH END OF STEPS

BRICK WALL DOUBLE FACED

N 4264.90 E 10044.97

EJ

N 4464.78 E 10053.17 6" X 12" HEADER PAVER - TYP.

2 L602A

CONCRETE UNIT PAVERS (TYPE 1)

3 L602C

METAL HANDRAIL WITH LIGHTS

1 L602B

TYPICAL STONE STAIR

1 L602A

STONE PAVEMENT PEDESTRIAN

BACK OF TREAD

N 4254.65 E 10046.20

05

2008 SEPT 19

04

2008 JULY18

LANDSCAPE PACKAGE - CONSTRUCTION DOCUMENTS GMP PACKAGE

03

2008 MAY 23

DD BID / BID PACKAGE #2 - RESISSUED FOR REFERENCE

02

2008 APR 25

DESIGN DEVELOPMENT - BID PACKAGE #2

01

2008 JAN 08

SCHEMATIC DESIGN

REVISIONS

CAMPUS STANDARD LIGHT FIXTURES; REFER TO ELECTRICAL DWGS.

EJ N 4449.03 E 10053.17 6" X 12" HEADER PAVER - TYP. N 4244.39 E 10047.43

N KEY PLAN

STRUCTURE BELOW; REFER TO ARCH. DWGS.

OWNER

XAVIER UNIVERSITY

ALIGN

N 4433.28 E 10053.17

ALIGN

EJ

N 4234.14 E 10048.66

EJ

ENTRY GATE; REFER TO ARCH. DWGS

N 4229.10 E 10062.45

ROADWAY PAVING; REFER TO CIVIL DRAWINGS- TYP.

HOFF ACADEMIC QUAD

LIMIT OF STONE PAVEMENT DRAWING TITLE

ALIGN

LAYOUT & MATERIALS PLAN ENLARGEMENTS

N 4226.36 E 10089.96

ALIGN

EWOOD DRIVE

PROJECT

N 4232.06 E 10033.16

EJ

F:\active files\sbr - Shepley Bulfinch\0703 - Xavier\dwgs\current\xu-L103b.dwg

Cincinatti, Ohio

BOTTOM OF RAMP N 4223.98 E 10049.89 CURB AND GUTTER; REFER TO CIVIL DRAWINGS- TYP.

METAL HANDRAIL WITH LIGHTS

3 L602C

SIM. N 4220.50 E 10063.64

N 4219.99 E 10070.33

TOP OF RAMP WALL ELEVATION

3 L601A

SCALE

DATE

1/4" = 1'-0"

JOB NUMBER

3754

PL DRAWN

3 L602A

CONCRETE UNIT PAVERS (TYPE 2)

LO, JLu

Project Status

N 4410.13 E 10053.17

2 L-103B

PLAN ENLARGEMENT - WCB NORTH WEST DOORWAY SCALE:

1/4" = 1'-0"

CHECKED

L103B 1 L-103B

PLAN ENLARGEMENT - WCB STAIRS SCALE:

1/4" = 1'-0"

DRAWING NUMBER

MS

PL

N 4314.65 E 9911.29

ALIGN CAP AND FACE OF BLDG

13 L602B

STONE PAVEMENT PEDESTRIAN

1 L602A

N 4311.14 E 9937.75

6 L601A EJ

BRICK WALL DOUBLE FACED

N 4315.95 E 9917.29

N 4304.75 E 9943.27 N 4305.06 E 9948.99

EJ

Shepley Bulfinch Richardson & Abbott Architecture / Planning / Interiors / Est. 1874

N 4302.24 E 9915.04

2 Seaport Lane, Boston, Massachusetts 02210 T:617.423.1700 F:617.451.2420 www.sbra.com

PL

Michael Schuster 316 West 4th Street Cincinnati, OH 45202

METAL HANDRAIL WITH LIGHTS

513-241-5666 Telephone 513-241-0978 Facsimile

ASSOCIATE ARCHITECT

3 L602C

10411 Medallion Drive Suite 121 Cincinnati, OH 45241

PL

N 4294.10 E 9956.27 EJ

CONCRETE UNIT PAVERS (TYPE 2)

513-542-3300 Telephone 513-542-5540 Facsimile www.ssastructural.com

STRUCTURAL ENGINEER

N 4289.73 E 9913.78

300 West 4th Street Suite 300 Cincinnati, OH 45202-2666

3 L602A

513-621-5400 Telephone 513-621-5407 Facsimile

M.E.P. ENGINEER

N 4289.54 E 9964.26

K L EI N GER S &

A SSO CI A TE S

6305 Centre Park Drive West Chester, OH 45069

N 4286.70 E 9970.71

513-779-7851 Telephone 513-779-7852 Facsimile

CIVIL ENGINEER

Brown Sardina

ROADWAY PAVING; REFER TO CIVIL DRAWINGS- TYP.

129 South Street Boston, MS 02111 617-482-4703 Telephone 617-482-4882 Facsimile

LANDSCAPE ARCHITECT

Rolf Jensen and Associates, Inc. 1661 Worcester Road Suite 501 Framingham, MA 01701

CONTROL JOINT; TYP.

CURB AND GUTTER; REFER TO CIVIL DRAWINGS- TYP.

508-620-8900 Telephone 508-620-0908 Facsimile www.rjainc.com

FIRE PROTECTION

EJ 33 Moulton Street Cambridge, MA 02138

3 L602A

617-499-8000 Telephone 617-499-8074 Facsimile

AV/IT CONSULTANT

EJ

CONCRETE UNIT PAVERS (TYPE 2)

GENERAL NOTES: REFER TO MATERIALS PLANS AND LAYOUT PLANS FOR NOTES, LEGEND AND FURTHER INFORMATION.

EJ

C L

CAMPUS STANDARD LIGHT FIXTURES; REFER TO ELECTRICAL DWGS.

N 4256.90 E 9947.66

ALIGN

PL N 4254.94 E 9975.70

6" X 12" HEADER PAVER - TYP.

ENTRY GATE; REFER TO ARCH. DWGS

05

2008 SEPT 19

04

2008 JULY18

LANDSCAPE PACKAGE - CONSTRUCTION DOCUMENTS GMP PACKAGE

03

2008 MAY 23

DD BID / BID PACKAGE #2 - RESISSUED FOR REFERENCE

02

2008 APR 25

DESIGN DEVELOPMENT - BID PACKAGE #2

01

2008 JAN 08

SCHEMATIC DESIGN

REVISIONS

N 4232.18 E 9964.16

ALIGN

ALIGN

PL

N KEY PLAN

N 4220.23 E 9933.64

N 4220.23 E 9947.65

OWNER

XAVIER UNIVERSITY Cincinatti, Ohio PROJECT

HOFF ACADEMIC QUAD DRAWING TITLE

LAYOUT & MATERIALS PLAN ENLARGEMENT APPROXIMATE FUTURE PROPERTY LINE LIMIT OF NEW PAVING

F:\active files\sbr - Shepley Bulfinch\0703 - Xavier\dwgs\current\xu-L103c.dwg

6 L602A

PEDESTRIAN CONCRETE PAVEMENT

HANDICAP CURB CUT RAMP (TY[PE 1)

9 L602A

SCALE

DATE

1/4" = 1'-0"

JOB NUMBER

3754

EMERGENCY CALL BOX DRAWN

EXISTING PROPERTY LINE

LO, JLu

CHECKED

Project Status

N 4196.61 E 9970.50

L103C DRAWING NUMBER

MS

Shepley Bulfinch Richardson & Abbott Architecture / Planning / Interiors / Est. 1874 2 Seaport Lane, Boston, Massachusetts 02210 T:617.423.1700 F:617.451.2420 www.sbra.com

Michael Schuster 316 West 4th Street Cincinnati, OH 45202

N 4624.24 E 9907.07

PL

N 4624.24 E 9930.64

513-241-5666 Telephone 513-241-0978 Facsimile

ASSOCIATE ARCHITECT

N 4624.24 E 9843.57

10411 Medallion Drive Suite 121 Cincinnati, OH 45241

N 4624.24 E 9941.53 N 4622.80 E 9808.22

513-542-3300 Telephone 513-542-5540 Facsimile www.ssastructural.com

STRUCTURAL ENGINEER

N 4621.24 E 9856.03

4 L602B

N 4621.24 E 9908.27

COLORED ARCHITECTURAL CONCRETE SEAT WALL

6" X 12" HEADER PAVER - TYP.

300 West 4th Street Suite 300 Cincinnati, OH 45202-2666 513-621-5400 Telephone 513-621-5407 Facsimile

M.E.P. ENGINEER

2 L602C

BACK OF TREAD

METAL HANDRAIL

K L EI N GER S &

A SSO CI A TE S

6305 Centre Park Drive West Chester, OH 45069 513-779-7851 Telephone 513-779-7852 Facsimile

CIVIL ENGINEER

7 L601A

Brown Sardina 129 South Street Boston, MS 02111 617-482-4703 Telephone 617-482-4882 Facsimile

LANDSCAPE ARCHITECT

Rolf Jensen and Associates, Inc. 1661 Worcester Road Suite 501 Framingham, MA 01701 508-620-8900 Telephone 508-620-0908 Facsimile www.rjainc.com

FIRE PROTECTION

33 Moulton Street Cambridge, MA 02138

CL

N 4603.13 E 9927.54

617-499-8000 Telephone 617-499-8074 Facsimile

AV/IT CONSULTANT

3 L602A

GENERAL NOTES:

CONCRETE UNIT PAVERS (TYPE 2)

REFER TO MATERIALS PLANS AND LAYOUT PLANS FOR NOTES, LEGEND AND FURTHER INFORMATION.

FOUNTAIN TO BE DETERMINED

N 4581.23 E 9883.27

N 4581.23 E 9922.27

CL

3 L602A

N 4565.70 E 9856.04

CONCRETE UNIT PAVERS (TYPE 2) 05

2008 SEPT 19

04

2008 JULY18

LANDSCAPE PACKAGE - CONSTRUCTION DOCUMENTS GMP PACKAGE

03

2008 MAY 23

DD BID / BID PACKAGE #2 - RESISSUED FOR REFERENCE

02

2008 APR 25

DESIGN DEVELOPMENT - BID PACKAGE #2

01

2008 JAN 08

SCHEMATIC DESIGN

REVISIONS

N 4563.78 E 9857.65

N 4560.99 E 9833.80

N 4559.69 E 9819.49

CL

N 4558.97 E 9904.84

N 4560.11 E 9908.27

N 4553.25 E 9806.23 EMERGENCY PHONE, TYP.

COLORED ARCHITECTURAL CONCRETE SEAT WALL

N

N 4552.78 E 9923.43

4 L602B PL

KEY PLAN

11 L602A

FLEXIBLE POROUS PAVEMENT

OWNER

PL 3 L602A

XAVIER UNIVERSITY

N 4547.02 E 9935.91

CONCRETE UNIT PAVERS (TYPE 1) CAMPUS STANDARD LIGHT FIXTURES; REFER TO ELECTRICAL DWGS.

Cincinatti, Ohio PROJECT

HOFF ACADEMIC QUAD DRAWING TITLE

F:\active files\sbr - Shepley Bulfinch\0703 - Xavier\dwgs\current\xu-L103d.dwg

LAYOUT & MATERIALS PLAN ENLARGEMENT

SCALE

DATE

1/4" = 1'-0"

JOB NUMBER

DRAWN

3754 LO, JLu

CHECKED

Project Status

L103D DRAWING NUMBER

MS

METAL GUARD RAILING

1 L602C

METAL DOUBLE HANDRAIL WITH LIGHTS

4 L602C N 4657.20 E 9684.89 3 L602A

CONCRETE UNIT PAVERS (TYPE 2) - TYP.

N 4651.82 E 9697.91

4 L602C

METAL DOUBLE HANDRAIL WITH LIGHTS

N 4644.61 E 9717.80

PL

N 4647.30 E 9710.00

N 4640.52 E 9735.36 N 4637.76 E 9662.51

N 4632.42 E 9656.95

METAL DOUBLE HANDRAIL WITH LIGHTS

1 L602C

METAL GUARD RAILING

Shepley Bulfinch Richardson & Abbott Architecture / Planning / Interiors / Est. 1874 2 Seaport Lane, Boston, Massachusetts 02210 T:617.423.1700 F:617.451.2420 www.sbra.com

Michael Schuster 316 West 4th Street Cincinnati, OH 45202

N 4640.45 E 9731.08

N 4635.18 E 9652.66

4 L602C

N 4636.30 E 9751.57

PL

513-241-5666 Telephone 513-241-0978 Facsimile

ASSOCIATE ARCHITECT

10411 Medallion Drive Suite 121 Cincinnati, OH 45241

N 4635.08 E 9669.49

N 4632.76 E 9767.95

N 4636.04 E 9747.36

N 4630.78 E 9711.86

STRUCTURAL ENGINEER

300 West 4th Street Suite 300 Cincinnati, OH 45202-2666

N 4632.32 E 9763.75

N 4627.39 E 9710.15

N 4626.54 E 9725.23

N 4627.92 E 9681.28 3 L602B

K L EI N GER S &

PL N 4621.91 E 9742.03

N 4621.29 E 9691.89

3 L602B

SIM

6305 Centre Park Drive West Chester, OH 45069 513-779-7851 Telephone 513-779-7852 Facsimile

Brown Sardina

2 L601D

129 South Street Boston, MS 02111

COLORED ARCHITECTURAL CONCRETE PLANTER WALL

N 4617.95 E 9759.17

SIM

617-482-4703 Telephone 617-482-4882 Facsimile

LANDSCAPE ARCHITECT

1 L601D

N 4617.58 E 9727.60 N 4614.62 E 9702.26

A SSO CI A TE S

CIVIL ENGINEER

PL

N 4618.67 E 9685.50

513-621-5400 Telephone 513-621-5407 Facsimile

M.E.P. ENGINEER

N 4629.30 E 9780.28 COLORED ARCHITECTURAL CONCRETE PLANTER WALL

513-542-3300 Telephone 513-542-5540 Facsimile www.ssastructural.com

Rolf Jensen and Associates, Inc. 1661 Worcester Road Suite 501 Framingham, MA 01701

N 4614.32 E 9778.97

N 4619.65 E 9721.86 3 L602B

FIRE PROTECTION

COLORED ARCHITECTURAL CONCRETE PLANTER WALL PL

RECESSED WALL LIGHT; TYP - SEE ELEVATION FOR LOCATING; REFER TO ELECTRICAL DWGS.

PL N 4609.80 E 9736.25

33 Moulton Street Cambridge, MA 02138

3 L602B

SECURITY CAMERA - TYP. N 4604.31 E 9717.77

GENERAL NOTES:

COLORED ARCHITECTURAL CONCRETE PLANTER WALL 3 L602A

CONCRETE UNIT PAVERS (TYPE 2) VEHICULAR

3 L602B

COLORED ARCHITECTURAL CONCRETE PLANTER WALL

4 L602C

METAL DOUBLE HANDRAIL WITH LIGHTS - TYP.

PL

N 4599.60 E 9750.62 N 4597.08 E 9728.29

N 4597.49 E 9756.12

617-499-8000 Telephone 617-499-8074 Facsimile

AV/IT CONSULTANT

N 4607.66 E 9741.95

N 4606.93 E 9713.89

508-620-8900 Telephone 508-620-0908 Facsimile www.rjainc.com

REFER TO MATERIALS PLANS AND LAYOUT PLANS FOR NOTES, LEGEND AND FURTHER INFORMATION.

N 4594.39 E 9732.13

RECESSED WALL LIGHT; TYP - SEE ELEVATION FOR LOCATING; REFER TO ELECTRICAL DWGS.

3 L601D

METAL GUARD RAILING

1 SIM. L602C

N 4587.20 E 9767.46

N 4586.97 E 9742.50

3 L602B

COLORED ARCHITECTURAL CONCRETE PLANTER WALL

5 L602B

COLORED ARCHITECTURAL CONCRETE WALL - A; SIM.

N 4592.73 E 9791.92

N 4582.83 E 9748.21

ALIGN WITH 'FIN' ON EXISTING BUILDING

2 L601D

AL IG N

N 4579.55 E 9717.08

1 L601D

FOR WALL LOCATION WALL ELEVATION SEE ARCHITECTURE DWGS.

05

2008 SEPT 19

04

2008 JULY18

LANDSCAPE PACKAGE - CONSTRUCTION DOCUMENTS GMP PACKAGE

03

2008 MAY 23

DD BID / BID PACKAGE #2 - RESISSUED FOR REFERENCE

02

2008 APR 25

DESIGN DEVELOPMENT - BID PACKAGE #2

01

2008 JAN 08

SCHEMATIC DESIGN

REVISIONS

N 4576.64 E 9756.56

PL

SIM.

1 L602C

REFER TO ARCH. DWGS. FOR WALL AND RAILING CONDITION AND CONNECTION TO EXISTING

STRUCTURE BELOW; REFER TO ARCH. DWGS. 3 L602A

HERRINGBONE PAVING PATTERN POINT OF BEGINNING - START AT BUILDING FACE

CONCRETE UNIT PAVERS (TYPE 2)

N KEY PLAN

3 L601D

OWNER

XAVIER UNIVERSITY Cincinatti, Ohio N 4553.25 E 9806.23

PROJECT

HOFF ACADEMIC QUAD DRAWING TITLE

6" X 12" HEADER PAVER - TYP.

N 4547.81 E 9793.42 N 4545.86 E 9785.12

LAYOUT & MATERIALS PLAN ENLARGEMENT

PCC

F:\active files\sbr - Shepley Bulfinch\0703 - Xavier\dwgs\current\xu-L103e.dwg

N 4544.10 E 9786.07 PL

SCALE

DATE

1/4" = 1'-0"

JOB NUMBER

DRAWN

3754 LO, JLu

CHECKED

Project Status

L103E PC N 4526.87 E 9764.60 DRAWING NUMBER

MS

PLANT LIST SYMBOL

BOTANICAL NAME

COMMON NAME

SIZE

REMARKS

ACER RUBRUM 'OCTOBER GLORY' BETULA NIGRA 'HERITAGE" MALUS 'DONALD WYMAN' MALUS SCARLET BRANDYWINE PRUNUS SERRULATA 'ROAYL BURGANDY' QUERCUS RUBRUM QUERCUS PHELLOS ZELKOVA SERRATA 'GREEN VASE'

OCTOBER GLORY RED MAPLE HERITAGE' RIVER BIRCH DONALD WYMAN CRABAPPLE SCARLET BRANDY WINE CRABAPPLE SHADEMASTER HONEY LOCUST ROYAL BURGANDY CHERRY RED OAK WILLOW OAK GREEN VASE ZELKOVA

4 - 4 1/2" CAL. 12 - 14' HT. 3 1/2 - 4" CAL. 3 1/2 - 4" CAL. 4 - 41/2" CAL. 3 1/2 - 4" CAL. 4 - 4 1/2" CAL. 4 - 41/2" CAL. 4 - 41/2" CAL.

B&B, NO BRANCHING BELOW 6' HT. B&B, MULTI-STEM - 3 STEM MIN. B&B , 4' FREE TRUNK MIN. B&B , 4' FREE TRUNK MIN. B&B , NO BRANCHING BELOW 6' HT. B&B , 4' FREE TRUNK MIN. B&B , 4' FREE TRUNK MIN. B&B , 4' FREE TRUNK MIN. B&B , 4' FREE TRUNK MIN.

EVERGREEN TREES PA 3 TO 100

PICEA ABIES THUJA OCCIDENTALIS 'TECHNY'

NORWAY SPRUCE MISSION ARBORVITAE

10 - 12' HT. 6 - 7' HT.

B&B, NOT SHEARED, BRANCHED TO THE GROUND 5' O.C. SINGLE ROW

DECIDUOUS SHRUBS CA 21 CH 19 LO 55 RA 797 SJ 103 VD 18

CLETHRA ALNIFOLIA CLETHRA ALNIFOLIA 'HUMMINGBIRD' LIGUSTRUM OVALIFOLIUM RHUS AROMATICA 'GRO LOW' SPIREA JAPONICA 'LITTLE PRINCESS' VIBURNUM DENTATUM ' FIREWORKS'

SUMMERSWEET HUMMINGBIRD CLETHRA CALIFORNIA PRIVET GRO LOW FRAGRANT SUMAC SPIREA LITTLE PRINCESS VIBURNUM FIREWORKS

#5 CONT. #3 CONT. #5 CONT. #3 CONT. #3 CONT. #5 CONT.

48" O.C. 36" O.C. 30" O.C. TRIA. SP., SINGLE ROW 24" O.C. 36" O.C. TRIA. SP. 48" O.C. TRIA. SP.

EVERGREEN SHRUBS AGP 277 AH 36 CD 137 IG 4 JP 123 MD 356 TBN 43 TMD 36 TME 757

AZALEA 'GIRARD PLEASANT WHITE' AZALEA 'HERBERT' COTONEASTER DAMMERI ' ROYAL BEAUTY' ILEX GLABRA JUNIPERUS PLUMOSA 'ANDORRA' MICROBIOTA DECUSSATA TAXUS BACATTA 'NORTH COAST' TAXUS MEDIA 'DENSIFORMIS IMP' TAXUS MEDIA 'EVERLOW'

GIRARDS PLEASANT WHITE AZALAEA HERBERT AZALEA ROYAL BEAUTY COTONEASTER INKBERRY ANDORRA JUNIPER SIBERIAN CARPET CYPRESS NORTH COAST YEW IMPROVED DENSE YEW EVERLOW YEW

#3 CONT. #3 CONT. #3 CONT. 3'-4' HGT. B&B 2'-2 1/2' SPR, B&B #3 CONT. 2 1/2 ' SPR. 2'-2 1/2' SPR, B&B #3 CONT.

36" O.C. 36" O.C. 36" O.C. 36' O.C. 48" O.C. TRIA. SP. 36" O.C. HEDGE - SINGLE ROW @ 48" O.C.

PERENNIALS ,GROUND COVERS, AND VINES EF 675 EUONYMUS FORTUNEI COLORATA HH 15 HEDRA HELIX LS 1956 LIRIOPE SPICATA PE 80 PENNISETUM ALOPECUROIDES PV 57 PLELOBLASUTS VIRIDI-STRIATUS

PURPLE WINTERCREEPER ENGLISH IVY LIRIOPE FOUNTAIN GRASS BAMBOO

#1 CONTAINER #1 CONTAINER #1 CONTAINER #1 CONTAINER #2

18" O.C. TRIA SP. AS NOTED -TRAIN TO WALL 12" O.C. TRIA.SP. 18" O.C. TRIA SP. 30" O.C. TRIA. SP.

ANNUALS ANN

ANNUAL

4" POTS

SINGLE PLANTING @ 8" O.C. TO BE SELECTED

TREES AR BN MDW MS GT PS QR QP ZS

QUANTITY

17 40 8 25 20 6 4 28 4

1188

ANNUAL SPECIES

36" O.C. TRIA. SP.

NOTES: 1. ABBREVIATIONS: CAL. = CALIPER, B&B = BALLED AND BURLAPPED, O.C. = ON CENTER, TRIA. SP. = TRIANGULAR SPACING, HT = HEIGHT, #1 CONT. = 1 GALLON CONTAINER 2. A 2 INCH LAYER OF SHREDDED PINEBARK MULCH SHALL BE SPREAD OVER ALL PLANT BEDS AND IN ALL TREE PITS.

6'-1 5/8"

6'-3 1/16"

3'-6"

3'-6"

700

695 Shepley Bulfinch Richardson & Abbott Architecture / Planning / Interiors / Est. 1874 2 Seaport Lane, Boston, Massachusetts 02210 T:617.423.1700 F:617.451.2420 www.sbra.com

Michael Schuster 316 West 4th Street Cincinnati, OH 45202 513-241-5666 Telephone 513-241-0978 Facsimile

ASSOCIATE ARCHITECT

690 10411 Medallion Drive Suite 121 Cincinnati, OH 45241 513-542-3300 Telephone 513-542-5540 Facsimile www.ssastructural.com

STRUCTURAL ENGINEER

SECTION / ELEVATION - STONE STAIR AND BRICK WALL (WEST OF WCB)

5 L601A

SCALE:

1

1/2" = 1'-0"

L601A

300 West 4th Street Suite 300 Cincinnati, OH 45202-2666

ELEVATION - STONE STAIRS AND BRICK WALL (WEST OF WCB) 1/2" = 1'-0"

513-621-5400 Telephone 513-621-5407 Facsimile

M.E.P. ENGINEER

K L EI N GER S &

4'-0

A SSO CI A TE S

6305 Centre Park Drive West Chester, OH 45069

6" 7/1

513-779-7851 Telephone 513-779-7852 Facsimile

CIVIL ENGINEER

6 7/1 4'-0

Brown Sardina

"

129 South Street Boston, MS 02111

700 695 4'-0

7

617-482-4703 Telephone 617-482-4882 Facsimile

LANDSCAPE ARCHITECT

" /16

Rolf Jensen and Associates, Inc. 1661 Worcester Road Suite 501 Framingham, MA 01701

6" 7/1 4'-0

4'-2 5/16"

4'-2 5/16"

508-620-8900 Telephone 508-620-0908 Facsimile www.rjainc.com

FIRE PROTECTION

4'-2 5/16"

33 Moulton Street Cambridge, MA 02138

695

617-499-8000 Telephone 617-499-8074 Facsimile

AV/IT CONSULTANT

690

GENERAL NOTES:

690

6 L601A

SECTION / ELEVATION - STONE STAIRS AND BRICK WALL (AT EAST OF LC) SCALE:

2

1/2" = 1'-0"

L601A

MITER CUT CAST STONE CAP AT CORNER (TYP.)

5'-0 1/4"

EL. 700 TYPICAL STONE STAIRS

1/2" = 1'-0"

5'-0 1/4"

5'-0 1/4"

5'-0 1/4"

5'-0 1/4" NOTE: REFER TO GRADING PLANS FOR TOPS AND BOTTOMS OF WALLS

2 L602C

METAL HANDRAIL

ELEVATION - BRICK WALL (WEST OF WCB)

CAST STONE CAP

16 L602B

CAST STONE VENEER (BOTH SIDES OF WALL)

MORTAR JOINT BETWEEN CAP SEGMENTS (TYP.)

FINISH GRADE, SURFACE VARIES REFER TO MATERIALS PLANS

1 L602B

05

2008 SEPT 19

04

2008 JULY18

LANDSCAPE PACKAGE - CONSTRUCTION DOCUMENTS GMP PACKAGE

03

2008 MAY 23

DD BID / BID PACKAGE #2 - RESISSUED FOR REFERENCE

02

2008 APR 25

DESIGN DEVELOPMENT - BID PACKAGE #2

01

2008 JAN 08

SCHEMATIC DESIGN

REVISIONS

EL. 695

EL. 690

N 7 L601A

SECTION / ELEVATION - STONE STAIRS AND ARCH. CONC. WALL (AT ROUNDABOUT) SCALE:

3

1/2" = 1'-0"

L601A

ELEVATION - CAST STONE VENEER WALL (SOUTH OF WCB)

KEY PLAN OWNER

1/2" = 1'-0"

XAVIER UNIVERSITY Cincinatti, Ohio PROJECT

HOFF ACADEMIC QUAD

NOTE: REFER TO GRADING PLANS FOR TOPS AND BOTTOMS OF WALLS

13 L602B

DRAWING TITLE

21'-9 5/16" 5'-5 5/16"

15'-9" 5'-5 5/16"

15'-9"

15'-9"

5'-5 5/16"

CONSTRUCTION DETAILS

11'-11 5/16"

CAST STONE CAP (TYP.) 5'-3 1/4"

MORTAR JOINT BETWEEN CAP SEGMENTS (TYP.)

5'-3 1/4" 5'-3 1/4"

5'-3 1/4"

F:\active files\sbr - Shepley Bulfinch\0703 - Xavier\dwgs\current\xu-L601a.dwg

6'-0 1/16"

682.96 SCALE

DATE

AS NOTED

JOB NUMBER

DRAWN

FINISH GRADE 680

3 L602A

FINISH GRADE AT BACK OF WALL

3754 LO, JLu

CHECKED

Project Status

CONCRETE UNIT PAVERS (TYPE 2)

4 L601A

L601A

SECTION / ELEVATION - BRICK RETAINING WALL (WEST OF WCB) 1/2" = 1'-0"

DRAWING NUMBER

MS

12 L602B

11 L602B PC / WALL CORNER

PC

700

METAL GUARD RAILING

1 L602B

Shepley Bulfinch Richardson & Abbott Architecture / Planning / Interiors / Est. 1874

695

2 Seaport Lane, Boston, Massachusetts 02210 T:617.423.1700 F:617.451.2420 www.sbra.com

Michael Schuster 316 West 4th Street Cincinnati, OH 45202 513-241-5666 Telephone 513-241-0978 Facsimile

ASSOCIATE ARCHITECT

10411 Medallion Drive Suite 121 Cincinnati, OH 45241 513-542-3300 Telephone 513-542-5540 Facsimile www.ssastructural.com

690 STRUCTURAL ENGINEER

ALIGN BRICK COURSING WITH BUILDING BRICK COURSING

300 West 4th Street Suite 300 Cincinnati, OH 45202-2666 513-621-5400 Telephone 513-621-5407 Facsimile

M.E.P. ENGINEER

K L EI N GER S &

A SSO CI A TE S

6305 Centre Park Drive West Chester, OH 45069 513-779-7851 Telephone 513-779-7852 Facsimile

CIVIL ENGINEER

685

Brown Sardina 129 South Street Boston, MS 02111 617-482-4703 Telephone 617-482-4882 Facsimile

LANDSCAPE ARCHITECT

Rolf Jensen and Associates, Inc. 1 L601B

1661 Worcester Road Suite 501 Framingham, MA 01701

TRUE ELEVATION - BRICK WALL AND STAIR (EAST OF WCB)

508-620-8900 Telephone 508-620-0908 Facsimile www.rjainc.com

1/2" = 1'-0" FIRE PROTECTION

33 Moulton Street Cambridge, MA 02138

700

617-499-8000 Telephone 617-499-8074 Facsimile

AV/IT CONSULTANT

GENERAL NOTES:

695

6 L602A

PEDESTRIAN CONCRETE PAVEMENT

1 L602B

DECORATIVE METAL HANDRAIL

2 L602B

TYPICAL CONCRETE STAIR

690

685

05

2008 SEPT 19

04

2008 JULY18

LANDSCAPE PACKAGE - CONSTRUCTION DOCUMENTS GMP PACKAGE

03

2008 MAY 23

DD BID / BID PACKAGE #2 - RESISSUED FOR REFERENCE

02

2008 APR 25

DESIGN DEVELOPMENT - BID PACKAGE #2

01

2008 JAN 08

SCHEMATIC DESIGN

REVISIONS

2 L601B

SECTION - STAIRS (EAST OF WCB) 1/2" = 1'-0"

N KEY PLAN OWNER

XAVIER UNIVERSITY Cincinatti, Ohio PROJECT

HOFF ACADEMIC QUAD DRAWING TITLE

F:\active files\sbr - Shepley Bulfinch\0703 - Xavier\dwgs\current\xu-L601b.dwg

CONSTRUCTION DETAILS

SCALE

DATE

AS NOTED

JOB NUMBER

DRAWN

3754 LO, JLu

CHECKED

Project Status

L601B DRAWING NUMBER

MS

5'-3" SIM.

6 L602A

METAL GUARD RAILING (W/ RAMP RAILS ATTACHED)

PED. CONC. PAVEMENT

METAL RAMP HANDRAIL (TYP.)

1 L602C

SIM.

4'-6 1/4"

METAL RAMP HANDRAIL (TYP.)

6 L602C

7'-6" (TYPICAL) 4'-6 1/4"

6"

6 L602A

6"

FINISH GRADE OF RAMP VARIES - REFER TO GRADING PLANS

5 L601C

CORE DRILL AND GROUT RAILING POSTS (TYP.) 7 L602A

PED CONC. PAVEMENT (THICKENED AT EDGES AS SHOWN TO ACCOMODATE RAILING EMBEDMENT)

7 L602B

Shepley Bulfinch Richardson & Abbott Architecture / Planning / Interiors / Est. 1874

5'-9"

5'-9"

5'-9"

PLANTING

ARCHITECTURAL CONC. WALL B

4 L601C SIM.

6 L602A

6 L602C

1/2" = 1'-0"

L601C

SCALE:

SECTION AT RAMP

PLANTING

10411 Medallion Drive Suite 121 Cincinnati, OH 45241

METAL RAMP HAND RAIL

28'-0"

6'-3"

300 West 4th Street Suite 300 Cincinnati, OH 45202-2666

4'-0"

1/2" = 1'-0" RAMP DOWN SIM.

1 L602C

6'-6 1/4"

METAL GUARD RAILING (W/ RAMP HANDRAIL)

6 L602A

PED. CONC. PAVEMENT

K L EI N GER S

11'-10"

6'-5 1/2"

2 L601C

4"

7'-0" 8C L602A

Rolf Jensen and Associates, Inc.

6'-9" 4'-3"

EXP. JOINT

PED. CONC. PAVEMENT

2'-1 3/4"

6 L602B

6"

1'-3"

6'-0"

6"

6" 6"

EXP. JOINT

6"

FG

6"

3'-6" 2'-10"

6"

2'-10"

1'-3"

2 L602B

6'-0"

FACE OF RAMP / WALL

11 L602C 8C L602A

TYPICAL CONCRETE STAIR

617-482-4703 Telephone 617-482-4882 Facsimile

1661 Worcester Road Suite 501 Framingham, MA 01701 508-620-8900 Telephone 508-620-0908 Facsimile www.rjainc.com

FIRE PROTECTION

6 L602A 1'-3"

Brown Sardina 129 South Street Boston, MS 02111

TOP OF RETAINING WALL (BEYOND)

PED. CONC. PAVEMENT

513-779-7851 Telephone 513-779-7852 Facsimile

CIVIL ENGINEER

METAL RAMP HAND RAIL

EXP. JT.

6 L602A

PLANTING

RAMP DOWN

ARCH. CONC. WALL C

6305 Centre Park Drive West Chester, OH 45069

LANDSCAPE ARCHITECT

2 L602C

METAL HANDRAIL

6 L602C

8 L602B

A SSO CI A TE S

4'-0"

METAL HANDRAIL

6'-3"

4'-11 1/2"

513-621-5400 Telephone 513-621-5407 Facsimile

M.E.P. ENGINEER

BUILDING CORNER

2 L602C

513-542-3300 Telephone 513-542-5540 Facsimile www.ssastructural.com

STRUCTURAL ENGINEER

11'-4"

&

5'-3 3/4"

513-241-5666 Telephone 513-241-0978 Facsimile

ASSOCIATE ARCHITECT

PED. CONC. PAVEMENT

SECTION - RAMP 6'-3"

L601C

4

Michael Schuster

5'-6"

PLANTING

COMPACTED SUBGRADE

SECTION - STAIR / RAMP

2 Seaport Lane, Boston, Massachusetts 02210 T:617.423.1700 F:617.451.2420 www.sbra.com

316 West 4th Street Cincinnati, OH 45202

7'-4"

COMPACTED ENGINEERED FILL

6

PED. CONC. PAVEMENT

6" SIM.

PLANTING

EQUAL

6"

8"

6"

1'-6"

6"

1 1/2"

6"

EXP. JT.

1.67% SLOPE (TYP.)

1'-0"

R=21" (TYP.)

EQUAL

FINISH GRADE OF PLANTING FINISH GRADE OF RAMP VARIES - REFER TO GRADING PLANS

PLANTING

33 Moulton Street Cambridge, MA 02138

DECORATIVE METAL BOLLARD

1'-3" 1 L602C

1'-3"

METAL GATE

3 L601C

METAL GUARD RAILING (BEYOND)

1'-3" 2 L602B

1'-3"

617-499-8000 Telephone 617-499-8074 Facsimile

AV/IT CONSULTANT

GENERAL NOTES:

7 L602C

CONC. CURB AND GUTTER REFER TO CIVIL DWGS.

TYPICAL CONCRETE STAIR

FG

SIM.

6 L602A

PED CONC. PAVEMENT (THICKENED AT EDGES AS SHOWN TO ACCOMODATE RAILING EMBEDMENT)

6 L602A

SECTION - CONCRETE STAIRS (WEST OF LC)

7 L601C

5

1/2" = 1'-0"

SECTION - CONCRETE STAIRS (WEST OF LC)

L601C

METAL GUARD RAILING

1 L602C

PED. CONC. PAVEMENT (THICKENED FOR RAILING EMBEDMENT)

1

1/2" = 1'-0"

WALL ELEVATION - ARCHITECTURAL CONCRETE WALL (WEST OF LC)

L601C

6'-5"

7'-0"

7'-0"

BUILDING CORNER

7'-0"

1/4" = 1'-0"

7'-0" 1 L602C

4 L601C

6 L602C

5 L601C

5'-9"

4'-6"

METAL GUARD RAILING (W/ RAMP RAIL)

METAL RAMP RAILING

6 L602A

PED. CONC. PAVEMENT

EL. 695

8 L602B

ARCH. CONC. WALL C

05

2008 SEPT 19

04

2008 JULY18

LANDSCAPE PACKAGE - CONSTRUCTION DOCUMENTS GMP PACKAGE

03

2008 MAY 23

DD BID / BID PACKAGE #2 - RESISSUED FOR REFERENCE

02

2008 APR 25

DESIGN DEVELOPMENT - BID PACKAGE #2

01

2008 JAN 08

SCHEMATIC DESIGN

REVISIONS

FINISH GRADE OF PLANTING

EL. 690

3 L601C

SIM.

6 L602A

PED. CONC. PAVEMENT

N

EL. 685

SECTION / ELEVATION - RAMP AND STAIRS

2 L601C

SCALE:

KEY PLAN OWNER

1/2" = 1'-0"

XAVIER UNIVERSITY Cincinatti, Ohio PROJECT

BUILDING CORNER

EQUAL

EQUAL

5'-9"

5'-9"

5'-9"

5'-9"

5'-9"

5'-9"

5'-9"

5'-9"

5'-9"

5'-9"

5'-9"

5'-9"

5'-9"

5'-9"

5'-9"

HOFF ACADEMIC QUAD

5'-9"

700 6"

TOP OF HANDRAIL SHALL BE NOT LESS THAT 3'-6" ABOVE FINISH GRADE AT BACK OF WALL

4" 695

6"

6"

6"

6"

CAMPUS STANDARD LIGHT FIXTURE

FINISH GRADE AT BACK OF WALL (TYP.) 1 L602C

DRAWING TITLE

6 L602B

METAL GUARD RAILING

6 L601C

CONC. STAIR / RAMP

3'-2"

6'-0" 36'-0"

4" 12'-0"

12'-0"

685

2'x2' CONC. LIGHT PIER

6'-0"

2'-0"

2'-0"

2'-0"

6'-0"

6'-0"

6'-0"

6'-0"

2'-0"

2'-0"

2'-0"

DATE

SCALE

6"

CONTROL JOINT (TYP.

6"

F:\active files\sbr - Shepley Bulfinch\0703 - Xavier\dwgs\current\xu-L601c.dwg

690

JOB NUMBER

12'-0"

12'-0"

DRAWN

WEEP HOLE

3754

12'-0"

LO, JLu

CHECKED

Project Status 680

3 L601C

L601C

WALL ELEVATION - ARCHITECTURAL CONCRETE WALL (WEST OF LC) 1/4" = 1'-0"

DRAWING NUMBER

MS

680

675

4 L601D

670

Shepley Bulfinch Richardson & Abbott Architecture / Planning / Interiors / Est. 1874 2 Seaport Lane, Boston, Massachusetts 02210 T:617.423.1700 F:617.451.2420 www.sbra.com

665

Michael Schuster 316 West 4th Street Cincinnati, OH 45202

660

513-241-5666 Telephone 513-241-0978 Facsimile

ASSOCIATE ARCHITECT

10411 Medallion Drive Suite 121 Cincinnati, OH 45241

655

513-542-3300 Telephone 513-542-5540 Facsimile www.ssastructural.com

STRUCTURAL ENGINEER

1 L601D

300 West 4th Street Suite 300 Cincinnati, OH 45202-2666

SECTION AT SAINT IGNACIOUS STAIRS 1/4" = 1'-0"

513-621-5400 Telephone 513-621-5407 Facsimile

M.E.P. ENGINEER

K L EI N GER S &

680

4 L601D

A SSO CI A TE S

6305 Centre Park Drive West Chester, OH 45069 513-779-7851 Telephone 513-779-7852 Facsimile

CIVIL ENGINEER

Brown Sardina 129 South Street Boston, MS 02111 617-482-4703 Telephone 617-482-4882 Facsimile

LANDSCAPE ARCHITECT

675

Rolf Jensen and Associates, Inc. 1661 Worcester Road Suite 501 Framingham, MA 01701 508-620-8900 Telephone 508-620-0908 Facsimile www.rjainc.com

FIRE PROTECTION

670 33 Moulton Street Cambridge, MA 02138 617-499-8000 Telephone 617-499-8074 Facsimile

AV/IT CONSULTANT

665

GENERAL NOTES:

660

655

2 L601D

SECTION AT SAINT IGNACIOUS STAIRS 1/4" = 1'-0"

680

675

670 05

2008 SEPT 19

04

2008 JULY18

LANDSCAPE PACKAGE - CONSTRUCTION DOCUMENTS GMP PACKAGE

03

2008 MAY 23

DD BID / BID PACKAGE #2 - RESISSUED FOR REFERENCE

02

2008 APR 25

DESIGN DEVELOPMENT - BID PACKAGE #2

01

2008 JAN 08

SCHEMATIC DESIGN

REVISIONS

665

660

N

655

3

SECTION AT SAINT IGNACIOUS STAIRS

KEY PLAN OWNER

1/4" = 1'-0"

XAVIER UNIVERSITY 4'-10 1/2"

5'-0"

Cincinatti, Ohio

5'-0"

10"

8"

2'-10"

PROJECT

HOFF ACADEMIC QUAD DRAWING TITLE

CONSTRUCTION DETAILS

8"

2'-10"

6"

EQ. EQ.

1'-3"

6"

1'-3"

6"

6"

1'-6"

1'-3"

SCALE

DATE

AS NOTED

4'-0"

JOB NUMBER

DRAWN

3754 LO, JLu

CHECKED

Project Status

1'-0"

F:\active files\sbr - Shepley Bulfinch\0703 - Xavier\dwgs\current\xu-L601d.dwg

2'-10"

1'-3"

4 L601D

L601D

COLORED CONCRETE STAIR WITH DOUBLE METAL HANDRAIL (WITH INTERNAL LIGHTS) 1/2" = 1'-0"

DRAWING NUMBER

MS

Shepley Bulfinch Richardson & Abbott Architecture / Planning / Interiors / Est. 1874 2 Seaport Lane, Boston, Massachusetts 02210 T:617.423.1700 F:617.451.2420 www.sbra.com

Michael Schuster 316 West 4th Street Cincinnati, OH 45202 513-241-5666 Telephone 513-241-0978 Facsimile

ASSOCIATE ARCHITECT

10411 Medallion Drive Suite 121 Cincinnati, OH 45241 513-542-3300 Telephone 513-542-5540 Facsimile www.ssastructural.com

STRUCTURAL ENGINEER

300 West 4th Street Suite 300 Cincinnati, OH 45202-2666 513-621-5400 Telephone 513-621-5407 Facsimile

M.E.P. ENGINEER

K L EI N GER S &

A SSO CI A TE S

6305 Centre Park Drive West Chester, OH 45069 513-779-7851 Telephone 513-779-7852 Facsimile

CIVIL ENGINEER

Brown Sardina 129 South Street Boston, MS 02111 617-482-4703 Telephone 617-482-4882 Facsimile

LANDSCAPE ARCHITECT

Rolf Jensen and Associates, Inc. 1661 Worcester Road Suite 501 Framingham, MA 01701 508-620-8900 Telephone 508-620-0908 Facsimile www.rjainc.com

FIRE PROTECTION

33 Moulton Street Cambridge, MA 02138 617-499-8000 Telephone 617-499-8074 Facsimile

AV/IT CONSULTANT

GENERAL NOTES:

05

2008 SEPT 19

04

2008 JULY18

LANDSCAPE PACKAGE - CONSTRUCTION DOCUMENTS GMP PACKAGE

03

2008 MAY 23

DD BID / BID PACKAGE #2 - RESISSUED FOR REFERENCE

02

2008 APR 25

DESIGN DEVELOPMENT - BID PACKAGE #2

01

2008 JAN 08

SCHEMATIC DESIGN

REVISIONS

N KEY PLAN OWNER

XAVIER UNIVERSITY Cincinatti, Ohio PROJECT

HOFF ACADEMIC QUAD DRAWING TITLE

F:\active files\sbr - Shepley Bulfinch\0703 - Xavier\dwgs\current\xu-L602a.dwg

CONSTRUCTION DETAILS

SCALE

DATE

AS NOTED

JOB NUMBER

DRAWN

3754 LO, JLu

CHECKED

Project Status

L602A DRAWING NUMBER

MS

1 L602C

METAL GUARD RAILING

METAL GUARD RAILING NOTE: STONE STAIR TREAD MODULE SIZES VARY - REFER TO SECTIONS ON SHEET L601A, MATERIALS, LAYOUT AND GRADING PLANS FOR FURTHER INFORMATION

TYPICAL CAST STONE CAP SIM.

6 L602A

COLORED PEDESTRIAN CONCRETE PAVEMENT

8"

FINISH GRADE (VARIES) - REFER TO PLANS FOR FURTHER INFORMATION

6 L602A

PEDESTRIAN CONCRETE PAVEMENT

6"6"

14 L602B

1 L602C

3&4 L602C LIGHT SAND BLAST FINISH ON ALL EXPOSED FACES AND TO 6" BELOW FINISH GRADES

LIGHT SAND BLAST FINISH ON ALL EXPOSED FACES AND TO 6" BELOW FINISH GRADES

CUBIC STONE STAIR TREAD (TYP.) EXPANSION JOINT

EASED EDGE EQ.

TYPICAL BRICK WALL BASE

EQ.

FINISH MATERIAL VARIES - REFER TO PLANS

REINFORCED COLORED CONC. WALL 2" DIA. WEEP HOLE

REINFORCED CONC. WALL

REINFORCING, FOOTING SIZE AND DEPTH, AND OVER ALL STRUCTURAL DESIGN PER STRUCTURAL ENGINEER

Shepley Bulfinch Richardson & Abbott Architecture / Planning / Interiors / Est. 1874

2"

2% PITCH 1"

REINFORCED CONC. WALL

REINFORCING, FOOTING SIZE AND DEPTH, AND OVER ALL STRUCTURAL DESIGN PER STRUCTURAL ENGINEER

VARIES

CORE DRILL AND GROUT RAILING POSTS, GROUT TO MATCH STONE

1"

FINISH GRADE (VARIES) REFER TO PLANS FOR FURTHER INFORMATION

VARIES

14 L602B

METAL HANDRAIL OR METAL HANDRAIL WITH LIGHTS - VARIES, REFER TO PLANS

2 Seaport Lane, Boston, Massachusetts 02210 T:617.423.1700 F:617.451.2420 www.sbra.com

Michael Schuster

REINFORCING, FOOTING SIZE AND DEPTH, AND OVER ALL STRUCTURAL DESIGN PER STRUCTURAL ENGINEER

316 West 4th Street Cincinnati, OH 45202

1" MORTAR SETTING BED

513-241-5666 Telephone 513-241-0978 Facsimile

ASSOCIATE ARCHITECT

REINFORCED CONC. FOOTING

REINFORCED CONC. FOOTING

REINFORCED CONC. STRUCTURE PER STRUCTURAL ENGINEER

REINFORCED CONC. FOOTING

3 8"

10411 Medallion Drive Suite 121 Cincinnati, OH 45241

MORTAR JOINT (TYPICAL)

513-542-3300 Telephone 513-542-5540 Facsimile www.ssastructural.com

STRUCTURAL ENGINEER

13

BRICK RETAINING WALL - DOUBLE FACED

L602B

9

3/4" = 1'-0"

COLORED ARCHITECTURAL CONCRETE RETAINING WALL - D (ST IGNATIUS STEPS)

L602B

3/4" = 1'-0"

5

ARCHITECTURAL CONCRETE RETAINING WALL - A (WEST OF LC)

L602B

3/4" = 1'-0"

1

TYPICAL STONE STAIR

L602B

3/4" = 1'-0"

300 West 4th Street Suite 300 Cincinnati, OH 45202-2666 513-621-5400 Telephone 513-621-5407 Facsimile

M.E.P. ENGINEER

K L EI N GER S &

8 5/8" 3/4"

FINISH GRADE (VARIES)

3/4"

1/2"

CONC. WALL

1'-0" (MIN.)

1'-0" (MIN.)

2'x2' CONCRETE LIGHT PIER CAST INTO RETAINING WALL

8"

MORTAR JOINT (TYP.)

DAMP PROOFING

VENEER BRICK (TO MATCH BUILDINGS)

B

SS ANCHOR PIN (2) PER CAP STONE

1"

PLAN - CONTROL JOINT

CAST IN PLACE CONC. MASONRY BACK-UP

7 7/8"

JOINT

1'-6" (MAX.)

2"

CONC. WALL WALL

8" MIN. L602B

NOTE: MAXIMUM SPACING FOR CONSTRUCTION JOINTS IS 60' O.C.

GROUT SOLID

TYPICAL BRICK WALL BASE AND CAST STONE CAP AT BRICK WALLS 2" = 1'-0"

10

Rolf Jensen and Associates, Inc. 1661 Worcester Road Suite 501 Framingham, MA 01701 508-620-8900 Telephone 508-620-0908 Facsimile www.rjainc.com

FIRE PROTECTION

33 Moulton Street Cambridge, MA 02138 617-499-8000 Telephone 617-499-8074 Facsimile

GENERAL NOTES:

VARIES 1" CORE DRILL AND GROUT RAILING POSTS

2% PITCH

LIGHT BROOM FINISH

REINFORCED CONC. FOOTING

REINFORCED CONC. STRUCTURE PER STRUCTURAL ENGINEER

PLAN - CONSTRUCTION JOINT

CONCRETE WALL JOINTS

L602B

REINFORCING, FOOTING SIZE AND DEPTH, AND OVER ALL STRUCTURAL DESIGN PER STRUCTURAL ENGINEER

1'-0" (MIN.) 2"

14

R=21" (TYP.)

REINFORCED CONC. WALL

A

617-482-4703 Telephone 617-482-4882 Facsimile

LANDSCAPE ARCHITECT

FINISH MATERIAL VARIES - REFER TO PLANS

DAMP PROOFING (CONC. BELOW FINISH GRADES) COUNTER FLASH AIR MEMBRANE (DASHED)

129 South Street Boston, MS 02111

EXPANSION JOINT

REINFORCING

2"

FINISH GRADE AND SURFACE VARIES - REFER TO MATERIALS PLANS, GRADING PLANS, SECTION AND ELEVATIONS

METAL HANDRAIL, DOUBLE METAL HANDRAIL, METAL HANDRAIL WITH LIGHTS, DOUBLE METAL HANDRAIL WITH LIGHTS OR DECORATIVE METAL HANDRAIL - VARIES, REFER TO PLANS

Brown Sardina

AV/IT CONSULTANT

11 1/8"

METAL FLASHING WITH HEMMED EDGE

LIGHT SAND BLAST FINISH ON ALL EXPOSED FACES AND TO 6" BELOW FINISH GRADES 2" DIA. WEEP HOLE

1 1/4"

PLASTIC WEEPS AT 24" O.C.

NOTE: MAXIMUM SPACING FOR CONTROL JOINTS IS 20' O.C., STOP 50% OF HORIZ. REINFORCING

2,3,4,5 L602C

513-779-7851 Telephone 513-779-7852 Facsimile

CIVIL ENGINEER

6

1" = 1'-0"

ARCHITECTURAL CONCRETE RETAINING WALL - A (AT LIGHT PIER)

L602B

14 L602B

3/4" = 1'-0"

1'-3 5/8"

1 L602C

TYPICAL CAST STONE CAP

6 L602A

3/4" = 1'-0"

METAL GUARD RAILING

PITCH CAST INTO TOP OF WALL - 21" HEIGHT AT CENTER

LIGHT SAND BLAST FINISH ON ALL EXPOSED FACES AND TO 6" BELOW FINISH GRADES PEDESTRIAN CONCRETE PAVEMENT

1 1 2"x2"

FINISH GRADE OF PLANTING

FINISH GRADE OF WALK SURFACE, (VARIES) - REFER TO PLANS FOR FURTHER INFORMATION

TYPICAL END ELEVATION

LIGHT SAND BLAST FINISH ON ALL EXPOSED FACES AND TO 6" BELOW FINISH GRADES PEDESTRIAN CONCRETE PAVEMENT

14 L602B

REVEAL

FINISH GRADE OF COLORED CONC PAVEMENT OR COLORED CONC. STAIRS

8"

3'-6"

SIM.

FINISH GRADE OF WALK SURFACE, (VARIES) - REFER TO PLANS FOR FURTHER INFORMATION

TYPICAL CONCRETE STAIR

L602B

CAST STONE CAP

BRICK VENEER

2

CAST IN WALL LIGHT FIXTURE REFER TO ELECTRICAL DWGS FOR FURTHER INFORMATION

1'-6"

3

DAMP PROOFING

PEDESTRIAN CONCRETE PAVEMENT

WALL

WATERPROOF SEALANT TO MATCH MORTAR JOINTS

CAVITY MESH (TYPICAL)

6 L602A

NOTES: 1. TREAD AND RISER SIZES VARY REFER TO SECTIONS ON SHEET L601B, L601C, L601D, MATERIALS, LAYOUT AND GRADING PLANS FOR FURTHER INFORMATION 2. CONC. STAIRS SHALL BE CONSTRUCTED OF EITHER COLORED CONCRETE OR A STANDARD CONCRETE MIX. REFER TO MATERIALS PLANS FOR DESIGNATIONS.

6"

1/2"

1'-6" (MAX.)

8"

3/8"

CONTINUOUS METAL FLASHING

METAL GUARD RAILING

7 1/2"

CONC. WALL

CAST STONE CAP (TO MATCH BUILDINGS) NOTE: REFER TO ARCHITECTURAL SPECIFICATIONS FOR FURTHER INFORMATION ON BRICK VENEER ASSEMBLY AND CAST STONE

1 L602C

6305 Centre Park Drive West Chester, OH 45069

1/2" 4"

8 5/8"

1 1/4"

RAILING POST, CORED AND GROUTED INTO WALL CAP (WHERE APPLICABLE)

VARIES

PITCH CAST INTO TOP PROFILE OF CAP - 3 8" HEIGHT AT CENTER

A SSO CI A TE S

1'-6"

6 L602A

REINFORCED COLORED CONC. WALL 03

2008 MAY 23

DD BID / BID PACKAGE #2 - RESISSUED FOR REFERENCE

02

2008 APR 25

DESIGN DEVELOPMENT - BID PACKAGE #2

01

2008 JAN 08

SCHEMATIC DESIGN

REVISIONS

TYPICAL BRICK WALL BASE REINFORCED CONC. WALL REINFORCING, FOOTING SIZE AND DEPTH, AND OVER ALL STRUCTURAL DESIGN PER STRUCTURAL ENGINEER

REINFORCED CONC. WALL REINFORCING, FOOTING SIZE AND DEPTH, AND OVER ALL STRUCTURAL DESIGN PER STRUCTURAL ENGINEER

REINFORCING, FOOTING SIZE AND DEPTH, AND OVER ALL STRUCTURAL DESIGN PER STRUCTURAL ENGINEER

REINFORCED CONC. FOOTING

REINFORCED CONC. FOOTING

REINFORCED CONC. FOOTING

N

L602B

7

3/4" = 1'-0"

L602B

1 L602C SIM.

14 L602B

CAST STONE CAP

CONC. UNIT PAVERS (TYPE 2)

METAL GUARD RAILING (WHERE APPLICABLE)

XAVIER UNIVERSITY Cincinatti, Ohio PROJECT

LIGHT SAND BLAST FINISH ON ALL EXPOSED FACES AND TO 6" BELOW FINISH GRADES

HOFF ACADEMIC QUAD

1 1 2"x2"

LIGHT SAND BLAST FINISH ON ALL EXPOSED FACES AND TO 6" BELOW FINISH GRADES 6 L602A

REVEAL (TYPICAL BOTH SIDES) FINISH GRADE OF PLANTING

1'-6"

3 L602A

CONCRETE UNIT PAVERS (TYPE 2)

DRAWING TITLE

CONSTRUCTION DETAILS

TYPICAL CAST STONE CAP

3 L602A

REINFORCED CONC. WALL

14 L602B

KEY PLAN OWNER

3/4" = 1'-0"

PITCH CAST INTO TOP OF WALL - 21" HEIGHT AT CENTER

PEDESTRIAN CONCRETE PAVEMENT 14 L602B

COLORED ARCHITECTURAL CONCRETE PLANTER WALL (ST IGNATIUS STEPS)

L602B

STONE PAVEMENT

FINISH GRADE (VARIES) REFER TO PLANS FOR FURTHER INFORMATION F:\active files\sbr - Shepley Bulfinch\0703 - Xavier\dwgs\current\xu-L602b.dwg

3/4" = 1'-0"

FINISH GRADE OF WALK SURFACE, (VARIES) - REFER TO PLANS FOR FURTHER INFORMATION

CAST STONE CAP

BRICK VENEER

CAST STONE VENEER

3

TYPICAL CAST STONE CAP EXPANSION JOINT AT VERTICAL WALLS, STAIRS AND OTHER VERTICAL ELEMENTS

1 L602A

ARCHITECTURAL CONCRETE RETAINING WALL - B

1'-6"

BRICK WALL - DOUBLE FACED PARAPET HEIGHT

1/2" 4"

11

6 L602A

TYPICAL BRICK WALL BASE

REINFORCED COLORED CONC. WALL

PEDESTRIAN CONCRETE PAVEMENT

REINFORCED CONC. WALL REINFORCING, FOOTING SIZE AND DEPTH, AND OVER ALL STRUCTURAL DESIGN PER STRUCTURAL ENGINEER

REINFORCING, FOOTING SIZE AND DEPTH, AND OVER ALL STRUCTURAL DESIGN PER STRUCTURAL ENGINEER

L602B

CAST STONE VENEER WALL 3/4" = 1'-0"

12 L602B

BRICK WALL - SINGLE FACED 3/4" = 1'-0"

DATE

AS NOTED

JOB NUMBER

DRAWN

3754 LO, JLu

8 L602B

ARCHITECTURAL CONCRETE RETAINING WALL - C 3/4" = 1'-0"

CHECKED

Project Status

REINFORCED CONC. FOOTING

REINFORCED CONC. FOOTING

16

SCALE

4 L602B

L602B

COLORED ARCHITECTURAL CONCRETE SEAT WALL (HOFFQUAD) 3/4" = 1'-0"

DRAWING NUMBER

MS

Shepley Bulfinch Richardson & Abbott Architecture / Planning / Interiors / Est. 1874 2 Seaport Lane, Boston, Massachusetts 02210 T:617.423.1700 F:617.451.2420 www.sbra.com

Michael Schuster 316 West 4th Street Cincinnati, OH 45202 513-241-5666 Telephone 513-241-0978 Facsimile

ASSOCIATE ARCHITECT

10411 Medallion Drive Suite 121 Cincinnati, OH 45241 513-542-3300 Telephone 513-542-5540 Facsimile www.ssastructural.com

STRUCTURAL ENGINEER

300 West 4th Street Suite 300 Cincinnati, OH 45202-2666 513-621-5400 Telephone 513-621-5407 Facsimile

M.E.P. ENGINEER

K L EI N GER S &

A SSO CI A TE S

6305 Centre Park Drive West Chester, OH 45069 513-779-7851 Telephone 513-779-7852 Facsimile

CIVIL ENGINEER

Brown Sardina 129 South Street Boston, MS 02111 617-482-4703 Telephone 617-482-4882 Facsimile

LANDSCAPE ARCHITECT

Rolf Jensen and Associates, Inc. 1661 Worcester Road Suite 501 Framingham, MA 01701 508-620-8900 Telephone 508-620-0908 Facsimile www.rjainc.com

FIRE PROTECTION

33 Moulton Street Cambridge, MA 02138 617-499-8000 Telephone 617-499-8074 Facsimile

AV/IT CONSULTANT

GENERAL NOTES:

03

2008 MAY 23

DD BID / BID PACKAGE #2 - RESISSUED FOR REFERENCE

02

2008 APR 25

DESIGN DEVELOPMENT - BID PACKAGE #2

01

2008 JAN 08

SCHEMATIC DESIGN

REVISIONS

N KEY PLAN OWNER

XAVIER UNIVERSITY Cincinatti, Ohio PROJECT

HOFF ACADEMIC QUAD DRAWING TITLE

F:\active files\sbr - Shepley Bulfinch\0703 - Xavier\dwgs\current\xu-L602c.dwg

CONSTRUCTION DETAILS

SCALE

DATE

AS NOTED

JOB NUMBER

DRAWN

3754 LO, JLu

CHECKED

Project Status

L602C DRAWING NUMBER

MS