36C25018B0818-003.pdf

21" 12"

21"

21"

6"

6"

8"

8"

8"

8"

ST#14

ST#23

ST#22

ST#29

ST#30

12"

12" 12"

RAMP

RAMP

841.40

841.63FF

841.36

841.66FF

842.94

842.34

842.50FF

841.98

840.77

843.16

843.19FF

843.14 840.17

844.92FF

843.18FF

843.27FF

843.25FF

ASPHALT

PAVEMENT

ASPHALT

PAVEMENT

GRASS AREA

GRASS AREA

GRASS AREA

GRASS AREA

GRASS AREA

FE

NC

ED

A

RE

ABUILDING #138

6" 6" 6"

2"

8"

6"

6"

6"

12"

6"

6"

12"

Approx. location of 4" Waterline

Approx. location of 6" Waterline

BUILDING #175

841.57FF

841.60FF

841.63FF

841.47

G R A Y

R O

A D

ASPHALT

PAVEMENT

ASPHALT

PAVEMENT

ASPHALT

PAVEMENT

ASPHALT

PAVEMENT

GRASS AREA

GRASS AREA

GRASS AREA

GRASS AREA

GRASS AREA

GRASS AREA

GRASS AREA

GRASS AREA

GRASS AREA

GRASS

AREA

GRASS AREA

S

12"

36"

12"

36"

8.

G83

9.

G

838.92G

9.

G

9.

G

0.

G

0.

G

GRASS AREA

GRASS AREA

SIDEWALK

SIDEWALK

SI

DE

WA

LK

SI

DE

WA

LK

SIDEWALK

SI

DE

WA

LK

SI

DE

WA

LK

SIDEWALK

SI

DE

WA

LK

SI

DE

WA

LK

BUILDING #12

SIDEWALK

SIDEWALK

SIDEWALK

SI

DE

WA

LK

4"

12"12"

12"

12"12"

6"

12"12"

12"

12" 12"

12"

12"12"

ASPHALT

PAVEMENT

6"

12"

8"

24"

6"

6"

6"

6"

10"

2"

2"

1"

4"

6" 6" 6" 6"

6"

24"

24"

36"

24"

42"

12"

12"

48"

8"

12"

12"

12"

12"

12"

8"

12"

8"

4"

S S

S S

S

"12

S S

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

UT

U T

U T

U T

U T

U T

UT

UT

STEAM LINE PER RECORD DRAWINGS

APPROXIM

ATE LOCATION OF EXISTING GAS LINE

CP-56

841.53

IPS

CP-59

837.49

IPS

BUILDING #12

X X X X X X X X X X X X X X X XX X X X X X X X X X X X X X X X

/ 3

TYP.

TYP.

TYP.

GENERAL CONSTRUCTION NOTES

1. ALL CONTRACTORS SHALL CLEAN SITE THOROUGHLY AT THE END OF EACH WORK DAY.

2. ALL CONTRACTORS TO VERIFY STAGING AND STORAGE LOCATIONS OF ALL MATERIALS

AND EQUIPMENT WITH CONTRACTING OFFICER REPRESENTATIVE (COR) PRIOR TO

BEGINNING OF CONSTRUCTION.

3. ALL CONTRACTORS ARE RESPONSIBLE FOR ANY DAMAGES CAUSED DURING THE

CONSTRUCTION PROCESS. IN THE EVENT OF ANY DAMAGES, CONTRACTOR IS TO

CONTACT THE COR IMMEDIATELY PRIOR TO THE END OF THE DAY OF CONSTRUCTION.

4. PRIOR TO THE COMMENCEMENT OF ANY/ALL WORK, VERIFY THE LOCATION AND

ENSURE THE OBVIOUS MARKING OF ALL EXISTING UTILITIES AND RELATED EQUIPMENT

ON, ABOVE, OR BENEATH THE ADJACENT WORK AREA, WHETHER INDICATED TO

REMAIN, TO BE MODIFIED, OR REMOVED. COORDINATE ALL VERIFICATION AND

MARKING WORK WITH COR.

5. ALL CONCRETE SCHEDULED FOR REMOVAL SHALL BE REMOVED TO THE NEAREST

JOINT.

6. PORTECT ALL OTHER EXISTING TREES, LANDSCAPING, PARKING LOTS, AND SIDEWALKS

FROM DAMAGE.

SITE LEGEND

REMOVE CONCRETE PAVEMENT

NOTE:

1. CONTRACTOR TO NOTIFY VA OF AREAS OF WORK WHERE BUILDING ACCESS WILL BE

AFFECTED. ONLY ONE ENTRANCE INTO EACH BUILDING WILL BE CLOSED AT ANY GIVEN TIME.

REMOVE ASPHALT PAVEMENT

DEMO CONSTRUCTION NOTES

SAWCUT AND REMOVE CONCRETE PAVEMENT OR SIDEWALK, AND / OR CURB FACE WALK.1

SAWCUT AND REMOVE CONCRETE CURB AND/OR GUTTER.3

4 BUILDING DEMOLITION - SEE ARCHITECTURAL DRAWINGS.

5 REMOVE TREES AND SHRUBS, INCLUDING ROOTBALL. COORDINATE REMOVAL WITH

COR.

SALVAGE AND RELOCATE HANDICAP SIGNS - SEE SITE PLANS FOR NEW LOCATIONS.

REMOVE AND SALVAGE SIGNS PROVIDE TO VA.

SAWCUT AND REMOVE ASPHALT PAVEMENT AS NECESSARY TO PROVIDE CLEAN EDGE

PER DETAIL #6/CS501.

SAWCUT AND REMOVE CONCRETE SIDEWALK AT NEAREST JOINT.

REMOVE STONE MULCH.10

REMOVE WATER POST INDICATOR AND VALVE.11

CONTRACTOR TO PROTECT EXISTING WATER LINE DURING ALL PHASES OF

CONSTRUCTION.

REMOVE WATER LINE IN ITS ENTIRETY AND CAP AT MAIN.13

REMOVE WATER VALVE.14

X X X X

/ / / / REMOVE CONCRETE CURB

REMOVE OR ABANDON UTILITY, AS REQUIRED,

FOR NEW CONSTRUCTION. COORDINATE ALL

WORK WITH UTILITY OWNER.

REMOVE PAVEMENT MARKINGS AS NECESSARY BY GRINDING.

CONTRACTOR TO PROTECT EXISTING TREE FROM DAMAGE DURING ALL PHASES OF

CONSTRUCTION.

REMOVE SANITARY LINE AND BULKHEAD AT MANHOLE.15

NOTE:

ALL KEYNOTES DO NOT APPEAR ON THIS SHEET.

REMOVE EXISTING PHONE LINE TO THE POINT INDICATED ON THE SITE ELECTRICAL AND

STEAM PLAN.

REMOVE EXISTING STEAM AND CONDENSATE PIPING TO THE POINT INDICATED ON THE

SITE ELECTRICAL AND STEAM PLAN. COORDINATE ALL PIPE RECONNECTION WITH THE

SITE ELECTRICAL AND STEAM PLAN.

REMOVE TREE - BY OWNER.19

SAWCUT AND REMOVE ASPHALT PAVEMENT.20

EXISTING GEOTHERMAL WELL TO REMAIN. PROTECT DURING ALL PHASES OF

CONSTRUCTION. SEE MECHANICAL PLANS

REMOVE "BUILDING 12" SIGN INCLUDING FOUNDATIONS.22

CONTRACTOR TO COORDINATE EXACT LOCATION OF EXISTING NATURAL GAS LINE

WITH COR AND UTILITY COMPANY. EXISTING GAS LINE TO BE REMOVED IN IT'S

ENTIRETY UP TO 5' OUTSIDE BUILDING 12.

NOTE:

CONTRACTOR SHALLHIRE PRIVATE UTILITY CONTRACTOR TO LOCATE ALL UTILITIES PRIOR

TO CONSTRUCTION.

All concepts, ideas, design elements, plans, and details as shown on this document are the sole property of Viridian Architectural Design

Inc. and shall not be used for any purpose without prior expressed written consent. The

Contracting Officer Representative shall be permitted to retain copies for information and reference.

2020 E. Washington Boulevard

Suite 200

Fort Wayne, Indiana 46803

PH: 260.424.4830

www.viridian-design.net

V IRIDIAN

ARCHITECTURAL DESIGN INC.

11020 Diebold Road, Fort Wayne, IN 46845 Ph: (260) 490-1025 Fax: (260) 490-1026 www.engineeringresourcesinc.comwww.engineeringresourcesinc.com

11020 Diebold Road, Fort Wayne, IN 46845 Ph: (260) 490-1025 Fax: (260) 490-1026

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SCALE: 1" = 30'

CIVIL - SITE DEMOLITION PLAN EAST 1

CD101

PROJECT

AREA

NOT TO SCALE

CAMPUS KEY PLAN

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Project Director

AutoCAD SHX Text Project Title

AutoCAD SHX Text Date

AutoCAD SHX Text Location

AutoCAD SHX Text Checked

AutoCAD SHX Text Building Number

AutoCAD SHX Text Project Number

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Drawn

AutoCAD SHX Text Dwg. of 25

AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date

AutoCAD SHX Text

CONSULTANTS:

AutoCAD SHX Text

ARCHITECT/ENGINEERS:

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text Office of Construction and Facilities Management

AutoCAD SHX Text

MARION, INDIANA

AutoCAD SHX Text

REMOVE BUILDING 12 AND

AutoCAD SHX Text 610-17-102

AutoCAD SHX Text 6/1/2018

AutoCAD SHX Text

BUILDING 12

AutoCAD SHX Text

CERTIFICATION:

AutoCAD SHX Text

RELOCATE PARKING

http://www.engineeringresourcesinc.com http://www.engineeringresourcesinc.com AutoCAD SHX Text 10911278

AutoCAD SHX Text T

AutoCAD SHX Text G

AutoCAD SHX Text N

AutoCAD SHX Text

STATE OF

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text No.

AutoCAD SHX Text D

AutoCAD SHX Text I

AutoCAD SHX Text A

AutoCAD SHX Text N

AutoCAD SHX Text A

AutoCAD SHX Text D

AutoCAD SHX Text R

AutoCAD SHX Text A

AutoCAD SHX Text H

AutoCAD SHX Text N

AutoCAD SHX Text I

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text K

AutoCAD SHX Text R

AutoCAD SHX Text A

AutoCAD SHX Text M

AutoCAD SHX Text P

AutoCAD SHX Text R

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text I

AutoCAD SHX Text O

AutoCAD SHX Text N

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text G

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text

AutoCAD SHX Text

MDR

AutoCAD SHX Text

DLR

AutoCAD SHX Text

CD101

AutoCAD SHX Text

CIVIL - SITE - DEMOLITION - PLAN - EAST

AutoCAD SHX Text N

AutoCAD SHX Text N

27"

6"

21"

21"

10" 15"

15"

6"

6"

21" 12"

21"

8"

36"

36" 8"

10"

8"

ST#5

ST#6

ST#8

ST#10 ST#12

ST#13

ST#9

ST#11

ST#14

ST#15

ST#23

ST#

ST#29

ST#30

ST#31

ST#32

ST#

ST#35

10"

RAMP

RAMP

845.30

847.83

844.97

847.46

848.04FF-PORCH

848.19

848.22

844.96

847.44

847.91FF-PORCH

843.37

845.76

846.39FF-PORCH

844.40

848.04

844.40

848.03

842.90

846.45

842.81

846.49

841.80

844.28

844.87FF-PORCH

841.17

844.91

841.21

844.97

840.90840.94

842.87

843.02FF

842.96

843.00FF

842.89 842.25

841.05

843.07FF

843.05FF

841.40

841.63FF

841.36

841.66FF

842.34

842.50FF

841.98

840.77

843.16

843.19FF

843.14 840.17

844.92FF

844.65

844.94

844.94FF

843.25FF

ASPHALT

PAVEMENT

ASPHALT

PAVEMENT

CONCRETE

PAVEMENT

GRASS AREA

GRASS AREA

GRASS AREAGRASS AREA

GRASS AREA

GRASS AREA

GRASS AREA

GRASS AREA

GRASS AREA

COURTYARD AREA

FE

NC

ED

A

RE

ABUILDING #138

BUILDING #28

BUILDING #29

BUILDING #65

(CHAPEL)

BUILDING #30

BUILDING #31

1" 1"

1"

1"

1"

1"

6"6"

6"

6" 6"

6"

12"

12"

BUILDING #175

841.57FF

841.60FF

841.63FF

841.47

G R A Y

R O

A D

GRAY ROAD

ASPHALT

PAVEMENT

ASPHALT

PAVEMENT

ASPHALT

PAVEMENT

CONCRETE PAVEMENT

GRASS AREA

GRASS AREA

GRASS AREA

0.

G

0.

G

SI

DE

WA

LK

SI

DE

WA

LK

SIDEWALK

SI

DE

WA

LK

12" 12"

12"

12"12"

ASPHALT

PAVEMENT

S

S 6" 6"

6"

12"

8"

6"

4"

30"

6" 6"

6"

6"

10"

1"

1"

1"

3"

2"

2"

2"

2"

12"

15" 15"

24"

24"

24"

24"

4"

10"

UT

UT

UT

U T

U T

U T

U T

U T

STEAM LINE PER RECORD DRAWINGS

CP-51

845.31

MAGS

CP-56

841.53

IPS

CP-58

843.37

IPS

CP-53

844.57

IPS

/ /3

/ 3

GENERAL CONSTRUCTION NOTES

1. ALL CONTRACTORS SHALL CLEAN SITE THOROUGHLY AT THE END OF EACH WORK DAY.

2. ALL CONTRACTORS TO VERIFY STAGING AND STORAGE LOCATIONS OF ALL MATERIALS

AND EQUIPMENT WITH CONTRACTING OFFICER REPRESENTATIVE (COR) PRIOR TO

BEGINNING OF CONSTRUCTION.

3. ALL CONTRACTORS ARE RESPONSIBLE FOR ANY DAMAGES CAUSED DURING THE

CONSTRUCTION PROCESS. IN THE EVENT OF ANY DAMAGES, CONTRACTOR IS TO

CONTACT THE COR IMMEDIATELY PRIOR TO THE END OF THE DAY OF CONSTRUCTION.

4. PRIOR TO THE COMMENCEMENT OF ANY/ALL WORK, VERIFY THE LOCATION AND

ENSURE THE OBVIOUS MARKING OF ALL EXISTING UTILITIES AND RELATED EQUIPMENT

ON, ABOVE, OR BENEATH THE ADJACENT WORK AREA, WHETHER INDICATED TO

REMAIN, TO BE MODIFIED, OR REMOVED. COORDINATE ALL VERIFICATION AND

MARKING WORK WITH COR.

5. ALL CONCRETE SCHEDULED FOR REMOVAL SHALL BE REMOVED TO THE NEAREST

JOINT.

6. PORTECT ALL OTHER EXISTING TREES, LANDSCAPING, PARKING LOTS, AND SIDEWALKS

FROM DAMAGE.

SITE LEGEND

REMOVE CONCRETE PAVEMENT

NOTE:

1. CONTRACTOR TO NOTIFY VA OF AREAS OF WORK WHERE BUILDING ACCESS WILL BE

AFFECTED. ONLY ONE ENTRANCE INTO EACH BUILDING WILL BE CLOSED AT ANY GIVEN TIME.

REMOVE ASPHALT PAVEMENT

DEMO CONSTRUCTION NOTES

SAWCUT AND REMOVE CONCRETE PAVEMENT OR SIDEWALK, AND / OR CURB FACE WALK.1

SAWCUT AND REMOVE CONCRETE CURB AND/OR GUTTER.3

4 BUILDING DEMOLITION - SEE ARCHITECTURAL DRAWINGS.

5 REMOVE TREES AND SHRUBS, INCLUDING ROOTBALL. COORDINATE REMOVAL WITH

COR.

SALVAGE AND RELOCATE HANDICAP SIGNS - SEE SITE PLANS FOR NEW LOCATIONS.

REMOVE AND SALVAGE SIGNS PROVIDE TO VA.

SAWCUT AND REMOVE ASPHALT PAVEMENT AS NECESSARY TO PROVIDE CLEAN EDGE

PER DETAIL #6/CS501.

SAWCUT AND REMOVE CONCRETE SIDEWALK AT NEAREST JOINT.

REMOVE STONE MULCH.10

REMOVE WATER POST INDICATOR AND VALVE.11

CONTRACTOR TO PROTECT EXISTING WATER LINE DURING ALL PHASES OF

CONSTRUCTION.

REMOVE WATER LINE IN ITS ENTIRETY AND CAP AT MAIN.13

REMOVE WATER VALVE.14

X X X X

/ / / / REMOVE CONCRETE CURB

REMOVE OR ABANDON UTILITY, AS REQUIRED,

FOR NEW CONSTRUCTION. COORDINATE ALL

WORK WITH UTILITY OWNER.

REMOVE PAVEMENT MARKINGS AS NECESSARY BY GRINDING.

CONTRACTOR TO PROTECT EXISTING TREE FROM DAMAGE DURING ALL PHASES OF

CONSTRUCTION.

REMOVE SANITARY LINE AND BULKHEAD AT MANHOLE.15

NOTE:

ALL KEYNOTES DO NOT APPEAR ON THIS SHEET.

REMOVE EXISTING PHONE LINE TO THE POINT INDICATED ON THE SITE ELECTRICAL AND

STEAM PLAN.

REMOVE EXISTING STEAM AND CONDENSATE PIPING TO THE POINT INDICATED ON THE

SITE ELECTRICAL AND STEAM PLAN. COORDINATE ALL PIPE RECONNECTION WITH THE

SITE ELECTRICAL AND STEAM PLAN.

REMOVE TREE - BY OWNER.19

SAWCUT AND REMOVE ASPHALT PAVEMENT.20

EXISTING GEOTHERMAL WELL TO REMAIN. PROTECT DURING ALL PHASES OF

CONSTRUCTION. SEE MECHANICAL PLANS

REMOVE "BUILDING 12" SIGN INCLUDING FOUNDATIONS.22

CONTRACTOR TO COORDINATE EXACT LOCATION OF EXISTING NATURAL GAS LINE

WITH COR AND UTILITY COMPANY. EXISTING GAS LINE TO BE REMOVED IN IT'S

ENTIRETY UP TO 5' OUTSIDE BUILDING 12.

NOTE:

CONTRACTOR SHALLHIRE PRIVATE UTILITY CONTRACTOR TO LOCATE ALL UTILITIES PRIOR

TO CONSTRUCTION.

All concepts, ideas, design elements, plans, and details as shown on this document are the sole property of Viridian Architectural Design

Inc. and shall not be used for any purpose without prior expressed written consent. The

Contracting Officer Representative shall be permitted to retain copies for information and reference.

2020 E. Washington Boulevard

Suite 200

Fort Wayne, Indiana 46803

PH: 260.424.4830

www.viridian-design.net

V IRIDIAN

ARCHITECTURAL DESIGN INC.

11020 Diebold Road, Fort Wayne, IN 46845 Ph: (260) 490-1025 Fax: (260) 490-1026 www.engineeringresourcesinc.comwww.engineeringresourcesinc.com

11020 Diebold Road, Fort Wayne, IN 46845 Ph: (260) 490-1025 Fax: (260) 490-1026

SCALE: 1" = 30'

CIVIL - SITE DEMOLITION PLAN WEST 1

CD102

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CD

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PROJECT

AREA

NOT TO SCALE

CAMPUS KEY PLAN

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Project Director

AutoCAD SHX Text Project Title

AutoCAD SHX Text Date

AutoCAD SHX Text Location

AutoCAD SHX Text Checked

AutoCAD SHX Text Building Number

AutoCAD SHX Text Project Number

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Drawn

AutoCAD SHX Text Dwg. of 25

AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date

AutoCAD SHX Text

CONSULTANTS:

AutoCAD SHX Text

ARCHITECT/ENGINEERS:

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text Office of Construction and Facilities Management

AutoCAD SHX Text

MARION, INDIANA

AutoCAD SHX Text

REMOVE BUILDING 12 AND

AutoCAD SHX Text 610-17-102

AutoCAD SHX Text 6/1/2018

AutoCAD SHX Text

BUILDING 12

AutoCAD SHX Text

CERTIFICATION:

AutoCAD SHX Text

RELOCATE PARKING

http://www.engineeringresourcesinc.com http://www.engineeringresourcesinc.com AutoCAD SHX Text 10911278

AutoCAD SHX Text T

AutoCAD SHX Text G

AutoCAD SHX Text N

AutoCAD SHX Text

STATE OF

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text No.

AutoCAD SHX Text D

AutoCAD SHX Text I

AutoCAD SHX Text A

AutoCAD SHX Text N

AutoCAD SHX Text A

AutoCAD SHX Text D

AutoCAD SHX Text R

AutoCAD SHX Text A

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AutoCAD SHX Text N

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AutoCAD SHX Text A

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AutoCAD SHX Text F

AutoCAD SHX Text E

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AutoCAD SHX Text I

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AutoCAD SHX Text 04-23-2018

AutoCAD SHX Text

AutoCAD SHX Text

CIVIL - SITE - DEMOLITION - PLAN - WEST

AutoCAD SHX Text

CD102

AutoCAD SHX Text

DLR

AutoCAD SHX Text

MDR

AutoCAD SHX Text N

RAMP

ASPHALT

PAVEMENT

ASPHALT

PAVEMENT

GRASS AREA

GRASS AREA

GRASS AREA

GRASS AREA

GRASS AREA

FE

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A

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ABUILDING #138

BUILDING #175

841.57FF

841.60FF

841.63FF

841.47

G R A Y

R O

A D

ASPHALT

PAVEMENT

GRASS AREA

GRASS AREA

GRASS AREA

GRASS AREA

GRASS AREA

GRASS

AREA

GRASS AREA

SIDEWALK

SI

DE

WA

LK

SIDEWALK

SI

DE

WA

LK

SIDEWALK

SIDEWALK

SIDEWALK

SIDEWALK

SI

DE

WA

LK

ASPHALT

PAVEMENT

8"

2"

2"

42"

8" 12"

8"

50' NO PARKING SETBACK

' N

O

PA

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IN

G

SE

TB

AC

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PACT PARKING

LOT BY OTHERS

UT

U T

U T

PACT BUILDING

BY OTHERS

10'

TYP.

21' 5'

R5 2.

5'

R4 7.

5'

R5' R5

5'

38.23'1

M

ATCH

EXIST.

20'

TYP.

TYP.

TYP.

TYP.

6'

6'

6'

10' 14'

10'

TYP.

10'

TYP.

R5 0'

R5'

R5

R5

R5

24' 24' 20'

20' 24'

20'

24'8'5'5'5'8'8'

18 18

10'

TYP.

10'

TYP.

10'

TYP.

R4'

12' 9' 9' 9'

7' R3'

18' 24'

20'

R3

R3.5'

R5'

R1 5'

10'

R5

R5'

8'

3'

7 11R10.5'

TYP.

TYP.

TYP.

R5 0.5

5' 5'

.5'

17'

R3

5'

5'

R5

R5'R5

5'

5'

5'

R30'

R15'

175'

10'

TYP.

R5

R24.5'

R1 0'

.7

5'

5'

5'

R35'

R4 5'

5'

R5.5'

20' 10'

10'

6'

8.6'

6'

5'

12 SPACES @ 9'-0" = 108'

TYP.

R3.5'

R3 .5'

5'

5'

6'

R8'

R3'

9'

3.5'

3'

3'

3.5'

TYP.

GENERAL CONSTRUCTION NOTES

1. ALL CONTRACTORS SHALL CLEAN SITE THOROUGHLY AT THE END OF EACH WORK

DAY.

2. ALL CONTRACTORS TO VERIFY STAGING AND STORAGE LOCATIONS OF ALL

MATERIALS AND EQUIPMENT WITH CONTRACTING OFFICER REPRESENTATIVE (COR)

PRIOR TO BEGINNING OF CONSTRUCTION.

3. ALL CONTRACTORS ARE RESPONSIBLE FOR ANY DAMAGES CAUSED BY THEM

DURING THE CONSTRUCTION PROCESS. IN THE EVENT OF ANY DAMAGES,

CONTRACTOR IS TO CONTACT THE COR IMMEDIATELY PRIOR TO THE END OF THE

DAY OF CONSTRUCTION.

4. ANY ASPHALT OR CONCRETE DAMAGED DURING CONSTRUCTION OR REQUIRED AS

A RESULT OF CONSTRUCTION MUST BE REPLACED IN KIND TO MATCH EXISTING.

5. ALL PROPOSED CONCRETE SHALL BE SECURED TO EXISTING/ADJACENT CONCRETE

USING DOWELS PER DETAIL #13/CS501.

6. ALL PAVEMENT AND CONCRETE PAINT MARKINGS REMOVED OR DAMAGED AS A

RESULT OF CONSTRUCTION MUST BE REPLACED IN KIND TO MATCH EXISTING.

NOTE:

1. ALL DISTURBED AREAS TO RECEIVE PERMANENT SEEDING.

2. ALL ELEVATIONS ARE TO TOP OF PAVEMENT OR LAWN UNLESS NOTED

OTHERWISE.

3. ALL PROPOSED CONCRETE SHALL BE SECURED TO EXISTING/ADJACENT

CONCRETE OR CURB USING DOWELS PER DETAIL #13/CS501.

SITE LEGEND

6" CONCRETE PAVEMENT PER DETAIL #11/CS501.

ASPHALT PAVEMENT PER DETAIL #4/CS501.

PLAN CONSTRUCTION NOTES

CONCRETE WALK PER DETAILS #1 AND #2/CS501.

CONCRETE CURB FACE WALK WITH GUTTER PER DETAILS #1 AND #10/CS501.

4" VERTICAL CURB PER DETAIL #5/CS501.3

DOWELED BUTT JOINT PER DETAIL #13/CS501.

PAVEMENT MARKING SHALL BE 4" WHITE WATERBORNE PAINT WITH REFLECTIVE

GLASS BEADS.

CONCRETE CURB AND GUTTER PER DETAIL #3/CS501.

7 6" CONCRETE PAVEMENT PER DETAIL #11/CS501.

8 CURB RAMP TYPE "I" PER DETAIL #7/CS501.

9 CURB RAMP TYPE "II" PER DETAIL #8/CS501.

10 CURB RAMP TYPE "III" PER DETAIL #9/CS501.

11 TRANSITION CURB (AND GUTTER) TO MATCH EXISTING CURB PROFILE OVER 2'-0".

12 TRANSITION VERTICAL CURB FROM 4" TO MATCH PAVING OVER 5'-0".

13 DETECTABLE TRAFFIC WARNING AREA PER DETAIL #12/CS501.

14 VERTICAL CURB SHALL BE PAINTED WITH 4" YELLOW WATERBORNE PAINT.

15 VERTICAL CURB SHALL BE PAINTED WITH 4" WHITE WATERBORNE PAINT.

16 CROSSWALK PAVEMENT MARKINGS SHALL BE PAINTED WITH 12" REFLECTIVE

WHITE WATERBORNE PAINT

17 GRASS / LANDSCAPE AREA. ALL DISTURBED AREAS TO RECEIVE PERMANENT

SEEDING. SEE SEEDING SPECIFICATIONS SECTION.

NOTE:

ALL KEYNOTES DO NOT APPEAR ON THIS SHEET.

18 HANDICAP PAVEMENT SYMBOL PER DETAIL #24/CS501.

19 HANDICAP PAVEMENT MARKINGS SHALL BE 4" BLUE WATERBORNE PAINT. USE

REFLECTIVE GLASS BEADS.

20 ASPHALT PAVEMENT WITH GEOGRID PER DETAIL #20/CS501.

ASPHALT PAVEMENT WITH GEOGRID PER DETAIL #20/CS501.

21 "STANDARD" HANDICAP SIGN (BOTH SIDES) PER DETAIL #25/CS501.

22 "VAN ACCESSIBLE" HANDICAP SIGN (BOTH SIDES) PER DETAIL #25/CS501.

23 "STANDARD" HANDICAP SIGN (ONE SIDES) PER DETAIL #25/CS501.

25 CURB RAMP TYPE "IV" PER DETAIL #26/CS501.

"VAN ACCESSIBLE" HANDICAP SIGN (ONE SIDE) PER DETAIL #25/CS501.

HANDICAP SYMBOL PER DETAIL #24/CS501.

26 CONCRETE WALK TIED INTO EXISTING CURB PER DETAIL #27/CS501.

27 PARKING NUMBERS SHALL BE 4" WHITE WATERBORNE PAIN WITH REFLECTIVE

GLASS BEADS. COORDINATE DIMENSIONS WITH EXISTING NUMBERS ON-SITE.

28 "YIELD HERE TO PEDESTRIANS" SIGN (MUTCD #R1-5aL) PER DETAIL #28/CS501.

29 "STOP" SIGN (MUTCD #R1-1) PER DETAIL #28/CS501.

30 STOP BAR MARKING SHALL BE SINGLE SOLID 23" WHITE WATERBOURNE PAINT

WITH REFLECTIVE BEADS.

All concepts, ideas, design elements, plans, and details as shown on this document are the sole property of Viridian Architectural Design

Inc. and shall not be used for any purpose without prior expressed written consent. The

Contracting Officer Representative shall be permitted to retain copies for information and reference.

2020 E. Washington Boulevard

Suite 200

Fort Wayne, Indiana 46803

PH: 260.424.4830

www.viridian-design.net

V IRIDIAN

ARCHITECTURAL DESIGN INC.

11020 Diebold Road, Fort Wayne, IN 46845 Ph: (260) 490-1025 Fax: (260) 490-1026 www.engineeringresourcesinc.comwww.engineeringresourcesinc.com

11020 Diebold Road, Fort Wayne, IN 46845 Ph: (260) 490-1025 Fax: (260) 490-1026

SCALE: 1" = 30'

CIVIL - SITE LAYOUT PLAN EAST 1

CS101

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CAMPUS KEY PLAN

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Project Director

AutoCAD SHX Text Project Title

AutoCAD SHX Text Date

AutoCAD SHX Text Location

AutoCAD SHX Text Checked

AutoCAD SHX Text Building Number

AutoCAD SHX Text Project Number

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Drawn

AutoCAD SHX Text Dwg. of 25

AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date

AutoCAD SHX Text

CONSULTANTS:

AutoCAD SHX Text

ARCHITECT/ENGINEERS:

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

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AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text Office of Construction and Facilities Management

AutoCAD SHX Text

MARION, INDIANA

AutoCAD SHX Text

REMOVE BUILDING 12 AND

AutoCAD SHX Text 610-17-102

AutoCAD SHX Text 6/1/2018

AutoCAD SHX Text

BUILDING 12

AutoCAD SHX Text

CERTIFICATION:

AutoCAD SHX Text

RELOCATE PARKING

http://www.engineeringresourcesinc.com http://www.engineeringresourcesinc.com AutoCAD SHX Text 10911278

AutoCAD SHX Text T

AutoCAD SHX Text G

AutoCAD SHX Text N

AutoCAD SHX Text

STATE OF

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text No.

AutoCAD SHX Text D

AutoCAD SHX Text I

AutoCAD SHX Text A

AutoCAD SHX Text N

AutoCAD SHX Text A

AutoCAD SHX Text D

AutoCAD SHX Text R

AutoCAD SHX Text A

AutoCAD SHX Text H

AutoCAD SHX Text N

AutoCAD SHX Text I

AutoCAD SHX Text E

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AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text K

AutoCAD SHX Text R

AutoCAD SHX Text A

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AutoCAD SHX Text F

AutoCAD SHX Text E

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AutoCAD SHX Text I

AutoCAD SHX Text O

AutoCAD SHX Text N

AutoCAD SHX Text A

AutoCAD SHX Text L

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AutoCAD SHX Text N

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AutoCAD SHX Text N

AutoCAD SHX Text

CS101

AutoCAD SHX Text

DLR

AutoCAD SHX Text

MDR

AutoCAD SHX Text

CIVIL - SITE - LAYOUT - PLAN - EAST

AutoCAD SHX Text

ASPHALT

PAVEMENT

ASPHALT

PAVEMENT

CONCRETE

PAVEMENT

GRASS AREA

GRASS AREA

GRASS AREAGRASS AREA

GRASS AREA

GRASS AREA

GRASS AREA

GRASS AREA

COURTYARD AREA

BUILDING #138

BUILDING #29 BUILDING #30

BUILDING #31

BUILDING #175

841.57FF

841.60FF

841.63FF

841.47

G R A Y

R O

A D

GRAY ROAD

ASPHALT

PAVEMENT

ASPHALT

PAVEMENT

CONCRETE PAVEMENT

GRASS AREA

GRASS AREA

SI

DE

WA

LK

SI

DE

WA

LK

SIDEWALK

SI

DE

WA

LK

ASPHALT

PAVEMENT

8"

4" 6" 6"

6"

6"

2"

2"

10"

PACT PARKING

LOT BY OTHERS

UT

U T

U T

10'

TYP.

10'

TYP.

10'

TYP.

10'

TYP.

10'

TYP.

10'

TYP.

R5

R5'

5' 21'

24' 24'

42' 24'

21' 5'

R15' R1 5'

27'

R5 'R10'

R5'

R5

R15'R1 5'

R5'

R5

R5'

R5'

R15'

R1 5'

R5'

24' 24.04'

21' 24' 120' 24' 21' 5'

R5 2.

5'

R4 7.

5'

R5'

R5

5'

15.17'

24.29' 17.26'

18.47' 164'

57'

38.23'

2 2

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

5' 19'

5'

5'

5'

R200'

R4'

R9 5'

R1

14 14

10'

TYP.

10'

TYP.

171717

42'

1 M

ATCH

EXIST.

3 20'

5'

5'

R5

R5'R5

5'

5'

5'

5'

5'

5'

5'

5'

1 5

R5.5'

6'

5'

5'

5'

5'

5' R5'R5'

3.5'

3'

3'

3.5'

TYP.TYP.TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

GENERAL CONSTRUCTION NOTES

1. ALL CONTRACTORS SHALL CLEAN SITE THOROUGHLY AT THE END OF EACH WORK

DAY.

2. ALL CONTRACTORS TO VERIFY STAGING AND STORAGE LOCATIONS OF ALL

MATERIALS AND EQUIPMENT WITH CONTRACTING OFFICER REPRESENTATIVE (COR)

PRIOR TO BEGINNING OF CONSTRUCTION.

3. ALL CONTRACTORS ARE RESPONSIBLE FOR ANY DAMAGES CAUSED BY THEM

DURING THE CONSTRUCTION PROCESS. IN THE EVENT OF ANY DAMAGES,

CONTRACTOR IS TO CONTACT THE COR IMMEDIATELY PRIOR TO THE END OF THE

DAY OF CONSTRUCTION.

4. ANY ASPHALT OR CONCRETE DAMAGED DURING CONSTRUCTION OR REQUIRED AS

A RESULT OF CONSTRUCTION MUST BE REPLACED IN KIND TO MATCH EXISTING.

5. ALL PROPOSED CONCRETE SHALL BE SECURED TO EXISTING/ADJACENT CONCRETE

USING DOWELS PER DETAIL #13/CS501.

6. ALL PAVEMENT AND CONCRETE PAINT MARKINGS REMOVED OR DAMAGED AS A

RESULT OF CONSTRUCTION MUST BE REPLACED IN KIND TO MATCH EXISTING.

NOTE:

1. ALL DISTURBED AREAS TO RECEIVE PERMANENT SEEDING.

2. ALL ELEVATIONS ARE TO TOP OF PAVEMENT OR LAWN UNLESS NOTED

OTHERWISE.

3. ALL PROPOSED CONCRETE SHALL BE SECURED TO EXISTING/ADJACENT

CONCRETE OR CURB USING DOWELS PER DETAIL #13/CS501.

SITE LEGEND

6" CONCRETE PAVEMENT PER DETAIL #11/CS501.

ASPHALT PAVEMENT PER DETAIL #4/CS501.

PLAN CONSTRUCTION NOTES

CONCRETE WALK PER DETAILS #1 AND #2/CS501.

CONCRETE CURB FACE WALK WITH GUTTER PER DETAILS #1 AND #10/CS501.

4" VERTICAL CURB PER DETAIL #5/CS501.3

DOWELED BUTT JOINT PER DETAIL #13/CS501.

PAVEMENT MARKING SHALL BE 4" WHITE WATERBORNE PAINT WITH REFLECTIVE

GLASS BEADS.

CONCRETE CURB AND GUTTER PER DETAIL #3/CS501.

7 6" CONCRETE PAVEMENT PER DETAIL #11/CS501.

8 CURB RAMP TYPE "I" PER DETAIL #7/CS501.

9 CURB RAMP TYPE "II" PER DETAIL #8/CS501.

10 CURB RAMP TYPE "III" PER DETAIL #9/CS501.

11 TRANSITION CURB (AND GUTTER) TO MATCH EXISTING CURB PROFILE OVER 2'-0".

12 TRANSITION VERTICAL CURB FROM 4" TO MATCH PAVING OVER 5'-0".

13 DETECTABLE TRAFFIC WARNING AREA PER DETAIL #12/CS501.

14 VERTICAL CURB SHALL BE PAINTED WITH 4" YELLOW WATERBORNE PAINT.

15 VERTICAL CURB SHALL BE PAINTED WITH 4" WHITE WATERBORNE PAINT.

16 CROSSWALK PAVEMENT MARKINGS SHALL BE PAINTED WITH 12" REFLECTIVE

WHITE WATERBORNE PAINT

17 GRASS / LANDSCAPE AREA. ALL DISTURBED AREAS TO RECEIVE PERMANENT

SEEDING. SEE SEEDING SPECIFICATIONS SECTION.

NOTE:

ALL KEYNOTES DO NOT APPEAR ON THIS SHEET.

18 HANDICAP PAVEMENT SYMBOL PER DETAIL #24/CS501.

19 HANDICAP PAVEMENT MARKINGS SHALL BE 4" BLUE WATERBORNE PAINT. USE

REFLECTIVE GLASS BEADS.

20 ASPHALT PAVEMENT WITH GEOGRID PER DETAIL #20/CS501.

ASPHALT PAVEMENT WITH GEOGRID PER DETAIL #20/CS501.

21 "STANDARD" HANDICAP SIGN (BOTH SIDES) PER DETAIL #25/CS501.

22 "VAN ACCESSIBLE" HANDICAP SIGN (BOTH SIDES) PER DETAIL #25/CS501.

23 "STANDARD" HANDICAP SIGN (ONE SIDES) PER DETAIL #25/CS501.

25 CURB RAMP TYPE "IV" PER DETAIL #26/CS501.

"VAN ACCESSIBLE" HANDICAP SIGN (ONE SIDE) PER DETAIL #25/CS501.

HANDICAP SYMBOL PER DETAIL #24/CS501.

26 CONCRETE WALK TIED INTO EXISTING CURB PER DETAIL #27/CS501.

27 PARKING NUMBERS SHALL BE 4" WHITE WATERBORNE PAIN WITH REFLECTIVE

GLASS BEADS. COORDINATE DIMENSIONS WITH EXISTING NUMBERS ON-SITE.

28 "YIELD HERE TO PEDESTRIANS" SIGN (MUTCD #R1-5aL) PER DETAIL #28/CS501.

29 "STOP" SIGN (MUTCD #R1-1) PER DETAIL #28/CS501.

30 STOP BAR MARKING SHALL BE SINGLE SOLID 23" WHITE WATERBOURNE PAINT

WITH REFLECTIVE BEADS.

All concepts, ideas, design elements, plans, and details as shown on this document are the sole property of Viridian Architectural Design

Inc. and shall not be used for any purpose without prior expressed written consent. The

Contracting Officer Representative shall be permitted to retain copies for information and reference.

2020 E. Washington Boulevard

Suite 200

Fort Wayne, Indiana 46803

PH: 260.424.4830

www.viridian-design.net

V IRIDIAN

ARCHITECTURAL DESIGN INC.

11020 Diebold Road, Fort Wayne, IN 46845 Ph: (260) 490-1025 Fax: (260) 490-1026 www.engineeringresourcesinc.comwww.engineeringresourcesinc.com

11020 Diebold Road, Fort Wayne, IN 46845 Ph: (260) 490-1025 Fax: (260) 490-1026

SCALE: 1" = 30'

CIVIL - SITE LAYOUT PLAN WEST 1

CS102

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AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Project Director

AutoCAD SHX Text Project Title

AutoCAD SHX Text Date

AutoCAD SHX Text Location

AutoCAD SHX Text Checked

AutoCAD SHX Text Building Number

AutoCAD SHX Text Project Number

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Drawn

AutoCAD SHX Text Dwg. of 25

AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date

AutoCAD SHX Text

CONSULTANTS:

AutoCAD SHX Text

ARCHITECT/ENGINEERS:

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text Office of Construction and Facilities Management

AutoCAD SHX Text

MARION, INDIANA

AutoCAD SHX Text

REMOVE BUILDING 12 AND

AutoCAD SHX Text 610-17-102

AutoCAD SHX Text 6/1/2018

AutoCAD SHX Text

BUILDING 12

AutoCAD SHX Text

CERTIFICATION:

AutoCAD SHX Text

RELOCATE PARKING

http://www.engineeringresourcesinc.com http://www.engineeringresourcesinc.com AutoCAD SHX Text 10911278

AutoCAD SHX Text T

AutoCAD SHX Text G

AutoCAD SHX Text N

AutoCAD SHX Text

STATE OF

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text No.

AutoCAD SHX Text D

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AutoCAD SHX Text A

AutoCAD SHX Text N

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AutoCAD SHX Text A

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AutoCAD SHX Text N

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AutoCAD SHX Text 04-23-2018

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CIVIL - SITE - LAYOUT - PLAN - WEST

AutoCAD SHX Text

AutoCAD SHX Text

MDR

AutoCAD SHX Text

DLR

AutoCAD SHX Text

CS102

AutoCAD SHX Text N