36C25018B0818-004.pdf

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.

MATCH EXISTING SPOT ELEVATION

EXISTING SPOT ELEVATION

PROPOSED SPOT ELEVATION

PROPOSED TOP OF WALK ELEVATION

PROPOSED BOTTOM OF WALK ELEVATION

PROPOSED TOP OF CURB ELEVATION

PROPOSED BOTTOM OF CURB ELEVATION

DESIGNED ELEVATION FROM PACT PROJECT

PROPOSED BREAKLINE

M:XXX.xx±

EX:XXX.xx±

XXX.xx

TW:XXX.xx

BW:XXX.xx

TC:XXX.xx

BC:XXX.xx

D:XXX.xx

GRADING LEGEND:

DRAINAGE AND UTILITY NOTES:

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

2. PIPE LENGTHS ARE MEASURED TO THE CENTER OF STRUCTURES AND THE END OF END

SECTIONS/TRASH RACKS UNLESS OTHERWISE NOTED.

3. ADJUST ALL EXISTING MANHOLES, VALVES, HYDRANTS, AND HANDHOLES TO

PROPOSED GRADES.

4. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL AS REQUIRED BY STATE AND LOCAL

AUTHORITIES.

5. PRIOR TO ORDERING STORM STRUCTURES, CONTRACTOR TO FIELD VERIFY ALL RIM

AND INVERTS AND NOTIFY ENGINEER IF CONFLICTS WITH PROPOSED CONSTRUCTION.

6. REFER TO DETAIL SHEET CS501 FOR STORM STRUCTURE DETAIL, CASTING SCHEDULE

AND PIPE TRENCH DETAIL.

STORM INLET / MANHOLE

STORM SEWER

STORM END SECTION

STORM TRASH RACK

PROPOSED GAS LINE

ST

GAS

UTILITY LEGEND:

NOTE:

ALL KEYNOTES DO NOT APPEAR ON THIS SHEET.

COORDINATION NOTE:

PROPOSED ELEVATIONS FOR EAST PARKING LOT BASED OFF PROPOSED PACT

PROJECT DRAWINGS. PRIOR TO CONSTRUCTION CONTACT ENGINEER TO CONFIRM

PACT PROJECT HAS BEEN ACCEPTED AND WAIT FOR FURTHER INSTRUCTION.

DRAINAGE AND UTILITY NOTES

CONCRETE SIDEWALK TO MATCH EXISTING GRADE. CONTRACTOR TO MAINTAIN A MINIMUM

CROS SLOPE OF 0.5% AND A MAXIMUM CROSS SLOPE OF 2.0% ON PROPOSED

SIDEWALK. THE MAXIUMUM LONGITUDINAL SLOPE IS 5.0%. CONTRACTOR TO ENSURE

EXISTING DRAINAGE PATTERNS REMAIN UNBLOCKED WHILE MAINTAINING MIN./MAX.

SLOPES. CONTACT ENGINEER ANDT FOR FURTHER INSTRUCTION IF CONFLICTS OCCURS.

GAS LINE FOR REFERENCE ONLY. COORDINATE SIZE AND LOCATION WITH COR AND

MECHANICAL DRAWINGS.

CORE HOLE IN EXISTING STORM STRUCTURE FOR PROPOSED STORM CONNECTION.

PROVIDE WATER TIGHT CONNECTION.

PRIOR TO ORDERING STORM STRUCTURES, CONTRACTOR TO FIELD VERIFY INVERTS OF

EXISTING STORM STRUCTURE. NOTIFY ENGINEER AND WAIT FOR FURTHER INSTRUCTION

IF CONFLICT WITH PROPOSED DESIGN OCCURS.

12"

21"

21"

6"

6"

8"

8"

8"

8"

ST#14

ST#23

ST#22

ST#29

ST#30

12" 12"

RAMP

RAMP

ASPHALT

PAVEMENT

ASPHALT

PAVEMENT

GRASS AREA

GRASS AREA

GRASS AREA

GRASS AREA

GRASS AREA

FE

NC

ED

A

RE

ABUILDING #138

6" 6"

2"

8"

6"

6"

6"

12"

6"

6"

12"

BUILDING #175

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

12"

36"

12"

36"

SIDEWALK

SI

DE

WA

LK

SIDEWALK

SI

DE

WA

LK

SIDEWALK

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"

2"

2"

42"

8" 12"

8"

"12

PACT PARKING

LOT BY OTHERS

UT

U T

U T

GAS GAS GAS

PACT BUILDING

BY OTHERS

CP-59

837.49

IPS

1 841

INV N: 837.23

INV S: 837.33

INV N: 837.05

INV S: 837.15

ST-6

30" INLET

TYPE I-C

RIM 837.40

INV NW: 833.33

ST-5

EX MANHOLE

RIM 837.38

EX INV N: 832.28±

EX INV NE: 832.28±

EX INV NE: 826.16±

EX INV S: 831.88±

EX INV S: 830.78±

EX INV SW: 830.25±

EX INV SW: 825.88±

INV SE: 832.93

50 LF OF 12" STM.

@0.80%

M:TC:840.67±

M:BC:840.34±

840.65

M:840.24± M:840.29±

840.32

841.50

M:TC:841.84±

M:BC:841.50±

M:TC:840.60±

M:BC:840.26±

M:TC:840.20±

M:BC:839.88±

TC:840.88

BC:840.55

840.49TW:841.21

BW:840.88

M:840.17±

841.31

840.85

TC:841.43

BC:841.10

842.24

842.34 TW:842.22

BW:841.89

TC:839.50

BC:839.17

TC:838.91

BC:838.58TC:840.39

BC:840.06

TW:841.23

BW:840.90

TW:840.42

BW:840.09

TW:840.69

BW:840.36

TW:840.59

BW:840.26

840.75

840.06

TW:840.52

BW:840.19

839.58

839.14

839.33

M:840.13±

TW:840.69

BW:840.36

841.33

838.87

840.03

839.94

840.27

M:840.28± M:840.21±

840.60

839.72

TC:840.37

BC:840.04

841.37

TC:841.86

BC:841.53

839.69

TC:840.98

BC:840.65

TC:840.69

BC:840.36

840.79

841.08 841.43

D:841.52 D:841.42

D:840.69

D:TC:840.61

D:BC:840.28

D:840.30±

D:839.60±

TC:838.93

D:BC:838.60±

838.40

838.00

TC:837.99

BC:837.66

M:TC:837.96±

M:BC:837.63±

M:837.71±

TC:839.46

BC:839.13

839.46

840.03 839.76 838.73

839.60

840.47

838.92

839.02

838.68

838.78

837.89

M:837.69± M:837.66±

841.96

841.53

838.16

TC:838.26

BC:837.93

840.93

M:TC:841.95±

M:BC:841.61±

M:TC:841.86±

M:BC:841.54±

M:TC:841.94±

M:BC:841.61±

842.10

M:841.32±

M:841.38±

M:841.28±

M:841.57±

841.97

M:842.48±

M:842.54±

M:TC:841.89±

M:BC:841.35±

841.99

M:TC:842.23±

M:BC:841.74±

842.33

M:TC:842.60±

M:BC:842.11±

842.67

841.58

840.98

TW:841.62

BW:841.29

841.55 841.64

TW:842.06

BW:841.73

TW:841.79

BW:841.46

842.16

841.89

841.72

TC:841.98

BC:841.65

TC:842.07

BC:841.74

M:841.54± M:TC:841.87±

M:BC:841.50±

M:TC:841.42±

M:BC:841.10± M:841.50±

M:TC:841.54±

M:BC:841.20± M:841.62±

841.27

M:841.17± M:841.13± 841.23

840.58 840.51

TC:840.76

BC:840.43

840.86

TC:840.94

BC:840.61

TC:841.01

BC:840.68

D:841.80

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 DRAINAGE PLAN EAST 1

CS103

M

AT

CH

LIN

E

SE

E

SH

EE

T

CS

FO

R

CO

NT

IN

UA

TIO

N

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

CS103

AutoCAD SHX Text

CDT

AutoCAD SHX Text

MDR

AutoCAD SHX Text

CIVIL - SITE - DRAINAGE - PLAN - EAST

AutoCAD SHX Text

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#

ST#30

ST#31

ST#32

ST#

ST#35

10"

RAMP

RAMP

ASPHALT

PAVEMENT

ASPHALT

PAVEMENT

CONCRETE

PAVEMENT

GRASS AREA

GRASS AREAGRASS AREA

GRASS AREA

GRASS AREA

GRASS AREA

GRASS AREA

GRASS AREA

COURTYARD AREA

BUILDING #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"

BUILDING #175

G R A Y

R O

A D

GRAY ROAD

ASPHALT

PAVEMENT

ASPHALT

PAVEMENT

ASPHALT

PAVEMENT

CONCRETE PAVEMENT

GRASS AREA

GRASS AREA

SI

DE

WA

LK

SI

DE

WA

LK

SIDEWALK

SI

DE

WA

LK

12"

12"

12"12"

ASPHALT

PAVEMENT

6" 6"

6"

8"

4" 6" 6"

6"

6"

2"

2"

10"

U T

U T

CP-51

845.31

MAGS

CP-56

841.53

IPS

CP-58

843.37

IPS

CP-53

844.57

843 842

ST-4

30" INLET

TYPE I-C

RIM 841.07

INV N: 837.87

ST-3

30" INLET

TYPE I-C

RIM 841.30

INV N: 837.23

INV S: 837.33

ST-2

30" INLET

TYPE I-B

RIM 842.08

INV N: 837.05

INV S: 837.15

ST-1

EX MH

RIM - FIELD VERIFY

EX INV E/W: FIELD VERIFY

INV S: 836.68

123 LF OF 12" STM.

@0.30%

28 LF OF 12" STM.

@0.30%

180 LF OF 12" STM.

@0.30%

TC:843.43

M:BC:843.10±

M:842.62± M:842.57±

TC:843.96

M:BC:843.63±

M:843.50± M:843.23±

M:844.03±

M:TC:844.17±

M:BC:843.84±

M:TC:844.81±

M:BC:844.48± M:TC:842.91±

M:BC:842.58±

TC:842.00

BC:841.67

M:841.86± M:842.33±

M:844.34±

TC:845.36

BC:845.03

TC:844.95

BC:844.62

844.58

844.48 TW:844.71

BW:844.38

844.81

TW:842.95

BW:842.72

843.05

842.62

842.72

842.64

842.08 842.41

842.51

842.18 842.12

842.02 842.12

M:TC:840.67±

M:BC:840.34±

840.65

M:840.24± M:840.29±

840.32

842.86842.92

TW:842.78

BW:842.45

TW:842.86

BW:842.53

TW:841.40

R:841.07

841.50

TW:843.65

BW:843.32

843.78

843.45 843.40

TC:843.87

BC:843.54

843.78

844.43TC:845.18

BC:844.85

843.64

843.92

841.72

TW:841.63

R:841.30

842.07

842.25844.00

844.17

844.63

TC:845.33

BC:845.00

TC:845.70

BC:845.37

843.18

TW:843.08

BW:842.75

841.73

844.11

844.22 843.89

M:TC:841.84±

M:BC:841.50±

M:TC:841.64±

M:BC:841.57±M:TC:842.03±

M:BC:841.95±

M:841.80± M:842.20±

M:842.10± M:841.70±

841.94

M:TC:841.95±

M:BC:841.61±

841.87

M:TC:841.88±

M:BC:841.55±

M:TC:841.86±

M:BC:841.54±

M:TC:841.94±

M:BC:841.61±

842.10 842.10

M:841.32±

M:841.38±

M:841.28±

M:842.67± M:842.80±

M:TC:842.05±

M:BC:841.68±

M:TC:842.19±

M:BC:841.76±

M:841.57±

841.97

842.15

842.29

M:842.48±

M:842.54±

M:TC:841.89±

M:BC:841.35±

841.99

M:TC:842.23±

M:BC:841.74±

842.33

M:TC:842.60±

M:BC:842.11±

842.67

M:841.54± M:TC:841.87±

M:BC:841.50±

M:TC:841.98±

M:BC:841.60±

842.08 841.64

841.67

M:TC:841.42±

M:BC:841.10± M:841.50±

M:TC:841.54±

M:BC:841.20± M:841.62±

841.27

M:841.17± M:841.13± 841.23

ADJUST RIM

TO 842.12

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.

MATCH EXISTING SPOT ELEVATION

EXISTING SPOT ELEVATION

PROPOSED SPOT ELEVATION

PROPOSED TOP OF WALK ELEVATION

PROPOSED BOTTOM OF WALK ELEVATION

PROPOSED TOP OF CURB ELEVATION

PROPOSED BOTTOM OF CURB ELEVATION

DESIGNED ELEVATION FROM PACT PROJECT

PROPOSED BREAKLINE

M:XXX.xx±

EX:XXX.xx±

XXX.xx

TW:XXX.xx

BW:XXX.xx

TC:XXX.xx

BC:XXX.xx

D:XXX.xx

GRADING LEGEND:

DRAINAGE AND UTILITY NOTES:

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

2. PIPE LENGTHS ARE MEASURED TO THE CENTER OF STRUCTURES AND THE END OF END

SECTIONS/TRASH RACKS UNLESS OTHERWISE NOTED.

3. ADJUST ALL EXISTING MANHOLES, VALVES, HYDRANTS, AND HANDHOLES TO

PROPOSED GRADES.

4. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL AS REQUIRED BY STATE AND LOCAL

AUTHORITIES.

5. PRIOR TO ORDERING STORM STRUCTURES, CONTRACTOR TO FIELD VERIFY ALL RIM

AND INVERTS AND NOTIFY ENGINEER IF CONFLICTS WITH PROPOSED CONSTRUCTION.

6. REFER TO DETAIL SHEET CS501 FOR STORM STRUCTURE DETAIL, CASTING SCHEDULE

AND PIPE TRENCH DETAIL.

STORM INLET / MANHOLE

STORM SEWER

STORM END SECTION

STORM TRASH RACK

PROPOSED GAS LINE

ST

GAS

UTILITY LEGEND:

NOTE:

ALL KEYNOTES DO NOT APPEAR ON THIS SHEET.

COORDINATION NOTE:

PROPOSED ELEVATIONS FOR EAST PARKING LOT BASED OFF PROPOSED PACT

PROJECT DRAWINGS. PRIOR TO CONSTRUCTION CONTACT ENGINEER TO CONFIRM

PACT PROJECT HAS BEEN ACCEPTED AND WAIT FOR FURTHER INSTRUCTION.

DRAINAGE AND UTILITY NOTES

CONCRETE SIDEWALK TO MATCH EXISTING GRADE. CONTRACTOR TO MAINTAIN A MINIMUM

CROS SLOPE OF 0.5% AND A MAXIMUM CROSS SLOPE OF 2.0% ON PROPOSED

SIDEWALK. THE MAXIUMUM LONGITUDINAL SLOPE IS 5.0%. CONTRACTOR TO ENSURE

EXISTING DRAINAGE PATTERNS REMAIN UNBLOCKED WHILE MAINTAINING MIN./MAX.

SLOPES. CONTACT ENGINEER ANDT FOR FURTHER INSTRUCTION IF CONFLICTS OCCURS.

GAS LINE FOR REFERENCE ONLY. COORDINATE SIZE AND LOCATION WITH COR AND

MECHANICAL DRAWINGS.

CORE HOLE IN EXISTING STORM STRUCTURE FOR PROPOSED STORM CONNECTION.

PROVIDE WATER TIGHT CONNECTION.

PRIOR TO ORDERING STORM STRUCTURES, CONTRACTOR TO FIELD VERIFY INVERTS OF

EXISTING STORM STRUCTURE. NOTIFY ENGINEER AND WAIT FOR FURTHER INSTRUCTION

IF CONFLICT WITH PROPOSED DESIGN OCCURS.

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 DRAINAGE PLAN WEST 1

CS104

M

AT

CH

LIN

E

SE

E

SH

EE

T

CS

FO

R

CO

NT

IN

UA

TIO

N

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

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AutoCAD SHX Text Dwg. of 25

AutoCAD SHX Text Revisions:

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CONSULTANTS:

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ARCHITECT/ENGINEERS:

AutoCAD SHX Text one eighth inch = one foot

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VA FORM 08-6231

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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

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STATE OF

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AutoCAD SHX Text 04-23-2018

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CIVIL - SITE - DRAINAGE - PLAN - WEST

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MDR

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CDT

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CS104

12"

21"

21"

6"

6"

8"

8"

8"

8"

ST#14

ST#23

ST#22

ST#29

ST#30

12" 12"

RAMP

RAMP

STEELE CIRCLE

ASPHALT

PAVEMENT

ASPHALT

PAVEMENT

GRASS AREA

GRASS AREA

GRASS AREA

GRASS AREA

GRASS AREA

FE

NC

ED

A

RE

ABUILDING #138

6" 6"

2"

8"

6"

6"

6"

12"

6"

6"

12"

BUILDING #175

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

2"

2"

42"

8" 12"

8"

PACT PARKING

LOT BY OTHERS

UT

U T

U T

PACT BUILDING

BY OTHERS

CP-59

837.49

IPS

1 841

T1

T1

T1

T1

T1

T3

T3

T2

T3

T3

T2

T1

T1T3

T5

T6

T4

T4

T1

SILT FENCE

INLET PROTECTION

AGGREGATE BASE FOR STABLE

CONSTRUCTION ENTRANCE

CONCRETE WASHOUT STRUCTURE

CONCRETE WASHOUT SIGN

EROSION CONTROL KEY:

TE

M

PO

R A R Y

ER

O

S

IO

N C

O N

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ES

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INSTALL SILT FENCE PER DETAIL

#18/CS501.

INSTALL YARD INLET PROTECTION PER

DETAIL #19/CS501.

INSTALL PAVEMENT INLET PROTECTION

PER DETAIL #14/CS501.

INSTALL STABLE CONSTRUCTION

ENTRANCE PER DETAIL #21/CS501.

INSTALL CONCRETE WASHOUT

STRUCTURE PER DETAIL #23/CS501.

INSTALL CONCRETE WASHOUT SIGN

PER DETAIL #22/CS501.

T1

T2

T3

T4

T5

T6

EROSION CONTROL LEGEND:

NOTE:

ALL KEYNOTES DO NOT APPEAR ON THIS SHEET.

THE PROJECT OWNER/CONTRACTOR MUST POST NEAR THE

ENTRANCE OR NEAR THE PROJECT FIELD OFFICE AND BE

ACCESSIBLE TO THE PUBLIC SUCH THAT IT DOES NOT CREATE

TRESPASS CONCERNS:

1. A COPY OF THE COMPLETED NOTICE OF INTENT

(NOI) LETTER WITH PERMIT NUMBER. THE

PERMIT NUMBER CAN BE FOUND ON THE

NOTICE OF SUFFICIENCY LETTER RECEIVED

FROM IDEM.

2. CONTACT INFORMATION (ADDRESS, PHONE,

AND EMAIL) OF THE PROJECT SITE OWNER OR

DESIGNATED CONTACT PERSON. THE NOI

CONTAINS THIS INFORMATION.

3. LOCATION OF THE CONSTRUCTION PLAN, IF

ONE IS NOT STORED ON-SITE.

NOTE:

THE FOLLOWING SEQUENCING IS SCHEMATIC IN NATURE. CONTRACTOR SHALL

DETERMINE INSTALLATION SCHEDULE TO MINIMIZE EROSION.

PRE-CONSTRUCTION ACTIVITY

1. NOTIFY IDEM RULE 5 COORDINATOR, SARA BRANDAU, AT SBrandau@idem.IN.gov

OR 1-800-451-6027 AND THE REVIEWING AGENCY(S) AT LEAST TWO (2)

WORKING DAYS PRIOR TO EARTH DISTURBING ACTIVITIES OF THE ACTUAL START

DATE FOR EARTH DISTURBING ACTIVITIES.

2. PROTECT EXISTING WATERWAYS, STREAMS, RIVERS, LAKES, WETLANDS, ETC.

FROM SEDIMENT AND POLLUTANTS CAUSED BY CONSTRUCTION ACTIVITIES.

3. PRESERVE AND PROTECT TREES, SHRUBS, EXISTING VEGETATION, UNIQUE SITE

FEATURES AND EXISTING ITEMS TO REMAIN ON THE SITE.

4. ESTABLISH STABLE CONSTRUCTION ENTRANCE(S), EQUIPMENT AND EMPLOYEE

PARKING AND STAGING AREAS.

5. INSTALL PERIMETER PROTECTION DEVICES AND MEASURES SUCH AS SILT

FENCE, TEMPORARY DIVERSION SWALES AND SEDIMENT TRAPS OR BASINS AND

SEDIMENT BARRIERS AND FILTERS.

6. PROTECT EXISTING STORM WATER SEWER SYSTEM INLETS WITH INLET

PROTECTION DEVICES.

CONSTRUCTION ACTIVITY

1. DE-WATER THE CONSTRUCTION SITE WHEN NEEDED.

2. BEGIN DEMOLITION OF ITEMS TO BE REMOVED FOR THE PROPOSED

CONSTRUCTION.

3. PREPARE ON OR OFF-SITE SOIL STOCKPILE AREAS WITH EROSION CONTROL

DEVICES AND MEASURES.

4. BEGIN INITIAL LAND CLEARING AND GRADING BY GRUBBING AND CLEARING

VEGETATION THEN STRIP AND STOCKPILE TOPSOIL. WHEN POSSIBLE, PHASE

LAND CLEARING AS TO NOT LEAVE LARGE AREAS OF SOIL EXPOSED AND LEFT

INACTIVE FOR FIFTEEN (15) DAYS OR MORE. DISTURBED AREAS LEFT INACTIVE

FOR FIFTEEN (15) DAYS OR MORE MUST BE STABILIZED BY PERMANENT OR

TEMPORARY SEEDING, MULCHED AND MECHANICALLY CRIMPED INTO THE SOIL,

OR BY OTHER SURFACE STABILIZING METHODS.

5. STABILIZE SOIL STOCKPILE AND BORROW AREAS.

6. PERMANENTLY SEED, OR MULCH, DISTURBED AREAS AS SOON AS POSSIBLE TO

PREVENT SEDIMENT LOSS.

7. INSTALL EROSION CONTROL BLANKET OR TURF REINFORCEMENT MAT (TRM) AS

INDICATED ON THE PLANS. THE CONTRACTOR MAY INSTALL EROSION CONTROL

BLANKET OR TRM'S IF THERE IS ANY EROSION OR SCOURING ON THE PROJECT

SITE.

8. INSTALL CONCRETE WASHOUT AREAS TO BE USED DURING CONSTRUCTION OF

UTILITIES, DRIVES, PARKING LOTS, SIDEWALKS, AND BUILDINGS.

9. CONSTRUCT STORM WATER CONVEYANCE SYSTEMS SUCH AS SWALES,

CHANNELS AND STORM WATER SEWERS.

10. CONSTRUCT REMAINING UTILITIES, DRIVES, PARKING LOTS, SIDEWALKS AND

BUILDINGS.

11. FINE GRADE SITE, PERMANENTLY SEED AND LANDSCAPE.

12. REMOVE TEMPORARY EROSION CONTROL DEVICES AND MEASURES, ONCE THE

CONTRIBUTING DRAINAGE AREA IS STABILIZED, AND STABILIZE SOIL ANY

DISTURBED SOIL WITH PERMANENT SEEDING.

POST CONSTRUCTION ACTIVITY

1. REMOVE CONSTRUCTION SEDIMENT AND DEBRIS FROM PERMANENT EROSION

CONTROL DEVICES AND MEASURES. RECORD OPERATION DEPTHS OF STORM

WATER QUALITY UNITS, HYDRODYNAMIC SEPARATORS, ETC. FOR OWNER.

2. CONTACT THE CITY OF MARION PLANNING DEPARTMENT FOR FINAL SITE

INSPECTION AND VERIFICATION OF SITE STABILIZATION.

3. SUBMIT NOTICE OF TERMINATION (NOT) TO THE CITY OF MARION PLANNING

DEPARTMENT AND IDEM.

FUELING AREA:

1. ON-SITE VEHICLE AND EQUIPMENT FUELING SHALL ONLY BE USED WHERE IT IS

IMPRACTICAL TO SEND VEHICLES AND EQUIPMENT OFF-SITE FOR FUELING.

2. IF ON-SITE FUELING IS NECESSARY, CONTRACTOR SHALL DESIGNATE A

DEDICATED AN AREA TO BE USED.

3. CONTRACTOR SHALL SUPPLY, CLEARLY MARK, AND KEEP CLEAN-UP MATERIALS

AND SPILL KITS AVAILABLE IN FUELING AREAS.

4. CONTRACTOR SHALL USE DRIP PANS OR ABSORBENT PADS DURING VEHICLE

AND EQUIPMENT FUELING UNLESS FUELING IS CONDUCTED IN A DESIGNATED

AREA, OVER AN IMPERMEABLE CONTAINMENT AREA.

5. FUELING AREAS SHALL BE ON LEVEL GRADE AND PROTECTED FROM STORM

WATER RUN-ON AND RUN-OFF AND BE AT LEAST 100 FT FROM DOWNSTREAM

DRAINAGE FACILITIES AND WATERCOURSES.

6. CONTRACTOR SHALL USE FUELING NOZZLES WITH AUTOMATIC SHUT-OFFS.

FUELING OPERATIONS SHALL NOT BE LEFT UNATTENDED.

7. CONTRACTOR SHALL PROTECT FUELING AREAS WITH IMPERMEABLE BERMS

AND OR DIKES TO PREVENT STORM WATER RUN-ON, RUN-OFF AND TO

CONTAIN SPILLS.

8. CONTRACTOR SHALL NOT "TOP-OFF" FUEL TANKS.

9. CONTRACTOR SHALL INSPECT VEHICLES AND EQUIPMENT EACH DAY FOR

LEAKS. IF LEAKS ARE FOUND, THEY MUST BE REPAIRED AND CLEANED-UP

IMMEDIATELY AND/OR THE LEAKING VEHICLES OR EQUIPMENT REMOVED FROM

THE PROJECT SITE.

10. CONTRACTOR SHALL DISPOSE OF ANY USED ABSORBENT SPILL KIT

MATERIALS AND ANY CONTAMINATED SOILS ACCORDING TO FEDERAL, STATE

AND LOCAL REGULATIONS.

VEHICLE AND EQUIPMENT MAINTENANCE / MATERIAL STORAGE AREA:

1. CONTRACTOR SHALL DESIGNATE A DEDICATED AREA TO BE USED IF STORING

MATERIALS, MAINTAINING OR STORING VEHICLES AND EQUIPMENT ON-SITE.

2. STORAGE / MAINTENANCE AREAS SHALL BE ON LEVEL GRADE AND PROTECTED

FROM STORM WATER RUN-ON AND RUN-OFF AND BE AT LEAST 100 FT FROM

DOWNSTREAM DRAINAGE FACILITIES AND WATERCOURSES.

3. CONTRACTOR SHALL USE DRIP PANS OR ABSORBENT PADS DURING VEHICLE

AND EQUIPMENT MAINTENANCE UNLESS MAINTENANCE IS CONDUCTED IN A

DESIGNATED AREA, OVER AN IMPERMEABLE CONTAINMENT AREA.

4. CONTRACTOR SHALL SUPPLY, CLEARLY MARK, AND KEEP CLEAN-UP MATERIALS

AND SPILL KITS AVAILABLE IN STORAGE / MAINTENANCE AREAS.

5. CONTRACTOR SHALL PROTECT STORAGE / MAINTENANCE AREAS WITH

IMPERMEABLE BERMS AND OR DIKES TO PREVENT STORM WATER RUN-ON,

RUN-OFF AND TO CONTAIN SPILLS.

6. CONTRACTOR SHALL PROVIDE IMPERMEABLE SPILL CONTAINMENT DIKES OR

SECONDARY CONTAINMENT AROUND STORED OIL AND CHEMICAL DRUMS.

7. CONTRACTOR SHALL DISPOSE OF ANY USED ABSORBENT SPILL KIT

MATERIALS AND ANY CONTAMINATED SOILS ACCORDING TO FEDERAL, STATE

AND LOCAL REGULATIONS.

EXCESS SOIL IS TO BE REMOVED FROM PROJECT SITE TO A

PERMANENT SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY

TO FIND A SITE TO PERMANENTLY PLACE THE EXCESS SOIL,

EXECUTE ANY CONTRACTS NEEDED WITH THE PROPERTY

OWNER, AND RESEARCH FOR THE POSSIBILITY OF WETLANDS

ON THE EXCESS SOIL SITE. IF WETLANDS ARE FOUND,

ANOTHER SITE SHOULD BE CHOSEN. IF THE CONTRACTOR

WISHES TO USE A SITE THAT CONTAINS WETLANDS IT IS THE

CONTRACTORS FINANCIAL RESPONSIBILITY TO HAVE THE

WETLANDS ASSESSED AND DELINEATED BY A CERTIFIED

ENVIRONMENTAL CONSULTING FIRM. IT IS THE CONTRACTORS

RESPONSIBILITY TO PROVIDE EROSION CONTROL DRAWINGS

OF THE EXCESS SOIL SITE TO THE ALLEN COUNTY MS4

COORDINATOR FOR INSPECTION AND APPROVAL, TO ASSURE

APPROPRIATE MEASURES WILL BE TAKEN TO PROTECT THE

WETLANDS AND THAT THE WETLANDS WILL NOT BE

DISTURBED. THE EXCESS SOIL PROPERTY SHALL HAVE

EROSION CONTROL MEASURES AND DEVICES IN PLACE IN

ACCORDANCE WITH THE LATEST INDIANA STORM WATER

QUALITY MANUAL AND ANY LOCAL ORDINANCE. CONTRACTOR

SHALL MAINTAIN THE EROSION CONTROL MEASURES AND

DEVICES USED, IN ACCORDANCE WITH THE LATEST INDIANA

STORM WATER QUALITY MANUAL AND LOCAL ORDINANCES.

THE SITE SHALL BE FINE GRADED, SOIL STABILIZED, AND

TEMPORARY EROSION CONTROL DEVICES AND MEASURES

REMOVED AT THE COMPLETION OF SOIL PLACEMENT.

OFF-SITE EXCESS SOIL AREA

EROSION CONTROL SEQUENCING:

FUELING AREA AND VEHICLE AND EQUIPMENT

MAINTENANCE/MATERIAL STORAGE NOTE:

PUBLIC INFORMATION NOTE:

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 EROSION CONTROL PLAN EAST 1

CS105

M

AT

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LIN

E

SE

E

SH

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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

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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 D

AutoCAD SHX Text K

AutoCAD SHX Text R

AutoCAD SHX Text A

AutoCAD SHX Text M

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AutoCAD SHX Text R

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text E

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AutoCAD SHX Text I

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CS105

AutoCAD SHX Text

CDT

AutoCAD SHX Text

MDR

AutoCAD SHX Text

CIVIL - SITE - EROSION - CONTROL - PLAN - EAST

AutoCAD SHX Text

27"

6"

21"

21"

10" 15"

15"

6"

21" 12"

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#

ST#30

ST#31

ST#32

ST#

10"

RAMP

RAMP

S. HOME AVENUE

ASPHALT

PAVEMENT

ASPHALT

PAVEMENT

CONCRETE

GRASS AREA

GRASS AREAGRASS AREA

GRASS AREA

GRASS AREA

GRASS AREA

GRASS AREA

GRASS AREA

COURTYARD AREA

BUILDING #28

BUILDING #29

BUILDING #65

(CHAPEL)

BUILDING #30

BUILDING #31

1" 1"

1"

1"

1"

1"

6"6"

6"

6" 6"

6"

12"

BUILDING #175

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"

U T

U T

CP-51

845.31

MAGS

CP-56

841.53

IPS

CP-58

843.37

IPS

CP-53

843 842

T1

T1

T1

T3

T3

T1 T1

T1

T6

T5

T4

T4 T2

T3

T3

T1

T1

T1

SILT FENCE

INLET PROTECTION

AGGREGATE BASE FOR STABLE

CONSTRUCTION ENTRANCE

CONCRETE WASHOUT STRUCTURE

CONCRETE WASHOUT SIGN

EROSION CONTROL KEY:

TE

M

PO

R A R Y

ER

O

S

IO

N C

O N

TR

O L

D

EV

IC

ES

A N D

M

EA

S U R

ES

INSTALL SILT FENCE PER DETAIL

#18/CS501.

INSTALL YARD INLET PROTECTION PER

DETAIL #19/CS501.

INSTALL PAVEMENT INLET PROTECTION

PER DETAIL #14/CS501.

INSTALL STABLE CONSTRUCTION

ENTRANCE PER DETAIL #21/CS501.

INSTALL CONCRETE WASHOUT

STRUCTURE PER DETAIL #23/CS501.

INSTALL CONCRETE WASHOUT SIGN

PER DETAIL #22/CS501.

T1

T2

T3

T4

T5

T6

EROSION CONTROL LEGEND:

NOTE:

ALL KEYNOTES DO NOT APPEAR ON THIS SHEET.

THE PROJECT OWNER/CONTRACTOR MUST POST NEAR THE

ENTRANCE OR NEAR THE PROJECT FIELD OFFICE AND BE

ACCESSIBLE TO THE PUBLIC SUCH THAT IT DOES NOT CREATE

TRESPASS CONCERNS:

1. A COPY OF THE COMPLETED NOTICE OF INTENT

(NOI) LETTER WITH PERMIT NUMBER. THE

PERMIT NUMBER CAN BE FOUND ON THE

NOTICE OF SUFFICIENCY LETTER RECEIVED

FROM IDEM.

2. CONTACT INFORMATION (ADDRESS, PHONE,

AND EMAIL) OF THE PROJECT SITE OWNER OR

DESIGNATED CONTACT PERSON. THE NOI

CONTAINS THIS INFORMATION.

3. LOCATION OF THE CONSTRUCTION PLAN, IF

ONE IS NOT STORED ON-SITE.

NOTE:

THE FOLLOWING SEQUENCING IS SCHEMATIC IN NATURE. CONTRACTOR SHALL

DETERMINE INSTALLATION SCHEDULE TO MINIMIZE EROSION.

PRE-CONSTRUCTION ACTIVITY

1. NOTIFY IDEM RULE 5 COORDINATOR, SARA BRANDAU, AT SBrandau@idem.IN.gov

OR 1-800-451-6027 AND THE REVIEWING AGENCY(S) AT LEAST TWO (2)

WORKING DAYS PRIOR TO EARTH DISTURBING ACTIVITIES OF THE ACTUAL START

DATE FOR EARTH DISTURBING ACTIVITIES.

2. PROTECT EXISTING WATERWAYS, STREAMS, RIVERS, LAKES, WETLANDS, ETC.

FROM SEDIMENT AND POLLUTANTS CAUSED BY CONSTRUCTION ACTIVITIES.

3. PRESERVE AND PROTECT TREES, SHRUBS, EXISTING VEGETATION, UNIQUE SITE

FEATURES AND EXISTING ITEMS TO REMAIN ON THE SITE.

4. ESTABLISH STABLE CONSTRUCTION ENTRANCE(S), EQUIPMENT AND EMPLOYEE

PARKING AND STAGING AREAS.

5. INSTALL PERIMETER PROTECTION DEVICES AND MEASURES SUCH AS SILT

FENCE, TEMPORARY DIVERSION SWALES AND SEDIMENT TRAPS OR BASINS AND

SEDIMENT BARRIERS AND FILTERS.

6. PROTECT EXISTING STORM WATER SEWER SYSTEM INLETS WITH INLET

PROTECTION DEVICES.

CONSTRUCTION ACTIVITY

1. DE-WATER THE CONSTRUCTION SITE WHEN NEEDED.

2. BEGIN DEMOLITION OF ITEMS TO BE REMOVED FOR THE PROPOSED

CONSTRUCTION.

3. PREPARE ON OR OFF-SITE SOIL STOCKPILE AREAS WITH EROSION CONTROL

DEVICES AND MEASURES.

4. BEGIN INITIAL LAND CLEARING AND GRADING BY GRUBBING AND CLEARING

VEGETATION THEN STRIP AND STOCKPILE TOPSOIL. WHEN POSSIBLE, PHASE

LAND CLEARING AS TO NOT LEAVE LARGE AREAS OF SOIL EXPOSED AND LEFT

INACTIVE FOR FIFTEEN (15) DAYS OR MORE. DISTURBED AREAS LEFT INACTIVE

FOR FIFTEEN (15) DAYS OR MORE MUST BE STABILIZED BY PERMANENT OR

TEMPORARY SEEDING, MULCHED AND MECHANICALLY CRIMPED INTO THE SOIL,

OR BY OTHER SURFACE STABILIZING METHODS.

5. STABILIZE SOIL STOCKPILE AND BORROW AREAS.

6. PERMANENTLY SEED, OR MULCH, DISTURBED AREAS AS SOON AS POSSIBLE TO

PREVENT SEDIMENT LOSS.

7. INSTALL EROSION CONTROL BLANKET OR TURF REINFORCEMENT MAT (TRM) AS

INDICATED ON THE PLANS. THE CONTRACTOR MAY INSTALL EROSION CONTROL

BLANKET OR TRM'S IF THERE IS ANY EROSION OR SCOURING ON THE PROJECT

SITE.

8. INSTALL CONCRETE WASHOUT AREAS TO BE USED DURING CONSTRUCTION OF

UTILITIES, DRIVES, PARKING LOTS, SIDEWALKS, AND BUILDINGS.

9. CONSTRUCT STORM WATER CONVEYANCE SYSTEMS SUCH AS SWALES,

CHANNELS AND STORM WATER SEWERS.

10. CONSTRUCT REMAINING UTILITIES, DRIVES, PARKING LOTS, SIDEWALKS AND

BUILDINGS.

11. FINE GRADE SITE, PERMANENTLY SEED AND LANDSCAPE.

12. REMOVE TEMPORARY EROSION CONTROL DEVICES AND MEASURES, ONCE THE

CONTRIBUTING DRAINAGE AREA IS STABILIZED, AND STABILIZE SOIL ANY

DISTURBED SOIL WITH PERMANENT SEEDING.

POST CONSTRUCTION ACTIVITY

1. REMOVE CONSTRUCTION SEDIMENT AND DEBRIS FROM PERMANENT EROSION

CONTROL DEVICES AND MEASURES. RECORD OPERATION DEPTHS OF STORM

WATER QUALITY UNITS, HYDRODYNAMIC SEPARATORS, ETC. FOR OWNER.

2. CONTACT THE CITY OF MARION PLANNING DEPARTMENT FOR FINAL SITE

INSPECTION AND VERIFICATION OF SITE STABILIZATION.

3. SUBMIT NOTICE OF TERMINATION (NOT) TO THE CITY OF MARION PLANNING

DEPARTMENT AND IDEM.

FUELING AREA:

1. ON-SITE VEHICLE AND EQUIPMENT FUELING SHALL ONLY BE USED WHERE IT IS

IMPRACTICAL TO SEND VEHICLES AND EQUIPMENT OFF-SITE FOR FUELING.

2. IF ON-SITE FUELING IS NECESSARY, CONTRACTOR SHALL DESIGNATE A

DEDICATED AN AREA TO BE USED.

3. CONTRACTOR SHALL SUPPLY, CLEARLY MARK, AND KEEP CLEAN-UP MATERIALS

AND SPILL KITS AVAILABLE IN FUELING AREAS.

4. CONTRACTOR SHALL USE DRIP PANS OR ABSORBENT PADS DURING VEHICLE

AND EQUIPMENT FUELING UNLESS FUELING IS CONDUCTED IN A DESIGNATED

AREA, OVER AN IMPERMEABLE CONTAINMENT AREA.

5. FUELING AREAS SHALL BE ON LEVEL GRADE AND PROTECTED FROM STORM

WATER RUN-ON AND RUN-OFF AND BE AT LEAST 100 FT FROM DOWNSTREAM

DRAINAGE FACILITIES AND WATERCOURSES.

6. CONTRACTOR SHALL USE FUELING NOZZLES WITH AUTOMATIC SHUT-OFFS.

FUELING OPERATIONS SHALL NOT BE LEFT UNATTENDED.

7. CONTRACTOR SHALL PROTECT FUELING AREAS WITH IMPERMEABLE BERMS

AND OR DIKES TO PREVENT STORM WATER RUN-ON, RUN-OFF AND TO

CONTAIN SPILLS.

8. CONTRACTOR SHALL NOT "TOP-OFF" FUEL TANKS.

9. CONTRACTOR SHALL INSPECT VEHICLES AND EQUIPMENT EACH DAY FOR

LEAKS. IF LEAKS ARE FOUND, THEY MUST BE REPAIRED AND CLEANED-UP

IMMEDIATELY AND/OR THE LEAKING VEHICLES OR EQUIPMENT REMOVED FROM

THE PROJECT SITE.

10. CONTRACTOR SHALL DISPOSE OF ANY USED ABSORBENT SPILL KIT

MATERIALS AND ANY CONTAMINATED SOILS ACCORDING TO FEDERAL, STATE

AND LOCAL REGULATIONS.

VEHICLE AND EQUIPMENT MAINTENANCE / MATERIAL STORAGE AREA:

1. CONTRACTOR SHALL DESIGNATE A DEDICATED AREA TO BE USED IF STORING

MATERIALS, MAINTAINING OR STORING VEHICLES AND EQUIPMENT ON-SITE.

2. STORAGE / MAINTENANCE AREAS SHALL BE ON LEVEL GRADE AND PROTECTED

FROM STORM WATER RUN-ON AND RUN-OFF AND BE AT LEAST 100 FT FROM

DOWNSTREAM DRAINAGE FACILITIES AND WATERCOURSES.

3. CONTRACTOR SHALL USE DRIP PANS OR ABSORBENT PADS DURING VEHICLE

AND EQUIPMENT MAINTENANCE UNLESS MAINTENANCE IS CONDUCTED IN A

DESIGNATED AREA, OVER AN IMPERMEABLE CONTAINMENT AREA.

4. CONTRACTOR SHALL SUPPLY, CLEARLY MARK, AND KEEP CLEAN-UP MATERIALS

AND SPILL KITS AVAILABLE IN STORAGE / MAINTENANCE AREAS.

5. CONTRACTOR SHALL PROTECT STORAGE / MAINTENANCE AREAS WITH

IMPERMEABLE BERMS AND OR DIKES TO PREVENT STORM WATER RUN-ON,

RUN-OFF AND TO CONTAIN SPILLS.

6. CONTRACTOR SHALL PROVIDE IMPERMEABLE SPILL CONTAINMENT DIKES OR

SECONDARY CONTAINMENT AROUND STORED OIL AND CHEMICAL DRUMS.

7. CONTRACTOR SHALL DISPOSE OF ANY USED ABSORBENT SPILL KIT

MATERIALS AND ANY CONTAMINATED SOILS ACCORDING TO FEDERAL, STATE

AND LOCAL REGULATIONS.

EXCESS SOIL IS TO BE REMOVED FROM PROJECT SITE TO A

PERMANENT SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY

TO FIND A SITE TO PERMANENTLY PLACE THE EXCESS SOIL,

EXECUTE ANY CONTRACTS NEEDED WITH THE PROPERTY

OWNER, AND RESEARCH FOR THE POSSIBILITY OF WETLANDS

ON THE EXCESS SOIL SITE. IF WETLANDS ARE FOUND,

ANOTHER SITE SHOULD BE CHOSEN. IF THE CONTRACTOR

WISHES TO USE A SITE THAT CONTAINS WETLANDS IT IS THE

CONTRACTORS FINANCIAL RESPONSIBILITY TO HAVE THE

WETLANDS ASSESSED AND DELINEATED BY A CERTIFIED

ENVIRONMENTAL CONSULTING FIRM. IT IS THE CONTRACTORS

RESPONSIBILITY TO PROVIDE EROSION CONTROL DRAWINGS

OF THE EXCESS SOIL SITE TO THE ALLEN COUNTY MS4

COORDINATOR FOR INSPECTION AND APPROVAL, TO ASSURE

APPROPRIATE MEASURES WILL BE TAKEN TO PROTECT THE

WETLANDS AND THAT THE WETLANDS WILL NOT BE

DISTURBED. THE EXCESS SOIL PROPERTY SHALL HAVE

EROSION CONTROL MEASURES AND DEVICES IN PLACE IN

ACCORDANCE WITH THE LATEST INDIANA STORM WATER

QUALITY MANUAL AND ANY LOCAL ORDINANCE. CONTRACTOR

SHALL MAINTAIN THE EROSION CONTROL MEASURES AND

DEVICES USED, IN ACCORDANCE WITH THE LATEST INDIANA

STORM WATER QUALITY MANUAL AND LOCAL ORDINANCES.

THE SITE SHALL BE FINE GRADED, SOIL STABILIZED, AND

TEMPORARY EROSION CONTROL DEVICES AND MEASURES

REMOVED AT THE COMPLETION OF SOIL PLACEMENT.

OFF-SITE EXCESS SOIL AREA

EROSION CONTROL SEQUENCING:

FUELING AREA AND VEHICLE AND EQUIPMENT

MAINTENANCE/MATERIAL STORAGE NOTE:

PUBLIC INFORMATION NOTE:

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 EROSION CONTROL PLAN WEST 1

CS106

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VA FORM 08-6231

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MARION, INDIANA

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REMOVE BUILDING 12 AND

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AutoCAD SHX Text 6/1/2018

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BUILDING 12

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CERTIFICATION:

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RELOCATE PARKING

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

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STATE OF

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AutoCAD SHX Text 04-23-2018

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CIVIL - SITE - EROSION - CONTROL - PLAN - WEST

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MDR

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CDT

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CS106

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440#/SY HMA INTERMEDIATE, 3/4", MAINLINE

2'-0"

SEE P

LAN

4"

COARSE BROOM FINISH

4" VERTICAL CURB, SEE DETAIL

AS REQUIRED TO MEET 1:12

MAX. SLOPE OR 6'-0" MIN.

CONC. SIDEWALK,

SEE DETAIL

FLARED EDGE

12"

4" VERTICAL CURB,

SEE DETAIL

12"

FLARED EDGE

6"

SLOPE

1:12 MAX.

CAST-IN-PLACE REPLACEABLE

DETECTABLE TRAFFIC WARNING

SYSTEM, SEE DETAIL

6" 8"

1'- 2"

6" CONC. SLAB WITH FIBERMESH BY

PROPEX GLOBAL (OR APPROVED EQUAL.)

SEE SIDEWALK SPECIFICATIONS FOR

MORE DETAILS.

95% COMPACTED SUB-GRADE

COMPACTED #73 OR #53 STONE OR

AGGREGATE

2-#4 BARS

6x6 W2.9xW2.9 WWM

1. CEMENT TYPE: CLASS A CONCRETE, 4000PSI AT 28 DAYS.

2. DEPTH OF CONCRETE: 5 12" TYPICAL, 6" AT DRIVEWAY CROSSINGS.

3. EXPANSION JOINTS: 1/2" THICK PRE-FORMED EXPANSION JOINT MATERIAL SHALL BE INSTALLED IN

THE FOLLOWING LOCATIONS:

A. WHERE NEW SIDEWALK ABUTS AN EXISTING SIDEWALK, DRIVEWAY, OR CURB.

B. EVERY 50' IN SIDEWALKS THAT ARE 100' OR MORE IN LENGTH.

4. SCORED CONSTRUCTION JOINTS: 34" TO 1 14" DEEP AT 5' INTERVALS.

5. CROSS SLOPE: NOT TO EXCEED 2.0%, WITH THE LOWEST PART OF THE SIDEWALK ABOVE THE

ADJACENT CURB.

6. SURFACE FINISH: MEDIUM BROOM FINISH APPLIED FROM SIDE-TO-SIDE OF THE SIDEWALK.

7. ADA COMPLIANCE: ALL CONSTRUCTION SHALL BE IN COMPLIANCE WITH THE REQUIREMENTS OF

THE ARCHITECTURAL BARRIERS ACT.

8. CONCRETE SIDEWALK SHALL BE FORMED WITH FORMS, FULL DEPTH, AND NOT EARTH FORMED.

9. ALL PROPOSED CONCRETE SHALL BE SECURED TO EXISTING/ADJACENT CONCRETE USING DOWELS

PER DETAIL #13/CS501.

10. INCLUDE FIBERMESH IN ALL CONCRETE MIXES BY PROPOX GLOBAL (OR APPROVED EQUAL).

INSTALL PER MANUFACTURER'S RECOMMENDATIONS. PROPEX GLOBAL CONTACT INFORMATION:

CONTACT: Mr. Jason Raplley

PHONE: 219-242-3635

EMAIL: jason.rapley@propexglobal.com

JOINTS:

EXPANSION JOINTS SHALL BE

LOCATED EVERY 50 LF UNLESS

OTHERWISE INDICATED.

FINISH

GRADE

5 12" CONC. WALK WITH FIBERMESH BY

PROPEX GLOBAL (OR APPROVED EQUAL.)

SEE SIDEWALK SPECIFICATIONS FOR MORE

DETAILS.

4" #53 COMP. AGGREGATE

SLOPE: 2.0% MAX

UNLESS PLAN NOTES

OTHERWISE

COMPACTED

SUBGRADE

VARIES SEE PLAN

6x6 W2.9xW2.9 WWM

FINISH

GRADE

2-#4 BARS

SCALE: NONE

SIDEWALK SPECIFICATIONS 1

CS501

SCALE: 1" = 1'-0"

CONCRETE SIDEWALK 2

CS501

SCALE: NONE

CONCRETE CURB AND GUTTER 3

CS501

SCALE: 1" = 1'-0"

6" CONCRETE PAVEMENT 11

CS501

SCALE: 1/4" = 1'-0"

CURB RAMP TYPE "III" 9

CS501

NOTE:

DETECTABLE WARNINGS SHALL BE A CAST-IN-PLACE REPLACEABLE WARNING TILE SYSTEM FOR ALL AREAS WITH PROPOSED CONCRETE. SET THE BOTTOM OF DOMES FLUSH WITH TOP OF FINISHED CONCRETE. THE PLATE COLOR SHALL BE RED.

SUBMIT COLOR CHART TO V.A. FOR SELECTION. FOLLOW MANUFACTURER RECOMMENDATIONS FOR BOTH INSTALLATIONS.

0.9"

PLAN VIEW

VARIES, SEE PLAN

PAVED VEHICULAR WAY

SECT-A

A 0.45"

0.

2"

CONCRETE SIDEWALK / RAMP, SEE DETAIL /

LAYOUT PLAN.

1 DOME SPACING 1.6" TO

2.4" O.C.

SCALE: 1/4" = 1'-0"

DETECTABLE TRAFFIC WARNING 12

CS501

SCALE: NONE

4" VERTICAL CURB 5

CS501

SCALE: 1/4" = 1'-0"

CURB RAMP TYPE IV 26

CS501

SCALE: 1" = 1'-0"

ASPHALT PAVEMENT PATCHING 6

CS501

1'- 6"

6"

4"

7"

JOINTS:

PROVIDE WEAKNESS JOINTS EVERY 10

LF. PROVIDE CONTROL JOINTS AT THE

END OF EVERY POUR AND EVERY 50 LF

OF CURB.

FINISHED GRADE

1" RADII

PAVEMENT

#4 CONTINUOUS BAR TOP & BOTTOM

95% COMPACTED SUB-GRADE

2'-0"

SEE P

LAN

SEE PLAN

4"

COARSE BROOMED FINISH

4" TALL VERTICAL CURB TO BE POURED

INTEGRAL WITH WALK

AS REQUIRED TO MEET

1:12 MAX. SLOPE OR

6'-0" MIN.

CONC.

SIDEWALK, SEE

DETAIL #2/CS501

6"

SLOPE

1:12 MAX.

SLOPE

1:12 MAX.

SCALE: NONE

CASTING SCHEDULE 16

CS501

1 2"

11 2"

10.5", 25mm BASE

165#/SY HMA SURFACE,

3/8", MAINLINE

SAWCUT 1.5" MINSAWCUT 1.5" MIN

EXISTING

PAVEMENT

UNDISTURBED

EARTHBACKFILLUNDISTURBED

EARTH

NOTES:

1. IF EXISTING PAVEMENT IS THICKER THAN 12", AN ADDITIONAL LIFT OF HMA BASE, 25MM IS TO

BE USED TO MATCH THE EXISTING PAVEMENT THICKNESS.

2. SAW CUTS SHALL PROVIDE A VERTICAL, NEAT AND UNIFORM EDGE.

3. THE EXISTING VERTICAL EDGE OF PAVEMENT IS TO BE TACK COATED PRIOR TO THE PLACEMENT

OF NEW ASPHALT. TACK COAT IS TO BE APPLIED AS SPECIFIED IN THE SPECIFICATIONS.

4. THE NEW SURFACE PAVMENT GRADE SHALL MATCH THE EXISTING SURFACE PAVEMENT GRADE.

5. ASPHALT BASE DEPTH SHALL BE COMPACTED IN LIFTS NO GREATER THAN 4".

6. REPLACE ALL APPROPRIATE PAVEMENT MARKINGS.

7. COMPACT SUBGRADE TO 95% AASHTO DRY DENSITY.

SCALE: NOT TO SCALE

DOWELED BUTT JOINT 13

CS501

d

14" (MIN.)

EMBEDMENT LENGTH

6" (MIN.) EACH PANEL

d / 2

(M

IN

CAST-IN-PLACE REPLACEABLE

DETECTABLE TRAFFIC WARNING

SYSTEM, SEE DETAIL #12/CS501

SCALE: 1" = 1'-0"

ASPHALT PAVEMENT 4

CS501

1'- 4" 4"

4" 2"

95% COMPACTED SUB-GRADE

COMPACTED #2 AGGREGATE

220#/SY HMA SURFACE, 3/8", MAINLINE

6"

COMPACTED #73 OR #53

STONE OR AGGREGATE

d

SUBGRADE

Bc

M

IN

INFLUENCE LINE

SCALE : N.T.S.

BACKFILL SPECIFICATIONS

1. BACKFILL WITHIN PUBLIC R.O.W., UNDER PAVED AREAS, AND WITHIN THE INFLUENCE OF BUILDING STRUCTURES

SHALL BE INDOT #53/#73. INFLUENCE ZONE SHALL EXTEND AT A 1:1 SLOPE FROM ABOVE ITEM. COMPACTION

SHALL MEET OR EXCEED 95% OF MAXIMUM DRY UNIT WEIGHT ACCORDING TO ASTM D 1557.

2. BACKFILL WITHIN LAWN AREAS AND OUT OF THE INFLUENCE OF: BUILDING STRUCTURES, PAVED AREAS, AND PUBLIC R.O.W., SHALL BE STANDARD BACKFILL. STANDARD BACKFILL SHALL BE FREE OF: ROCK AND GRAVEL LARGER THAN 3" IN ANY DIMENSION, DEBRIS, WASTE, FROZEN MATERIALS, VEGETATION, AND OTHER DELETERIOUS MATERIAL ACCORDING TO ASTM D 2487. COMPACTION SHALL MEET OR EXCEED 90% OF

MAXIMUM DRY UNIT WEIGHT ACCORDING TO ASTM D 1557.

BEDDING SPECIFICATIONS

1. FOR ROCK OR OTHER NON-COMPRESSIBLE MATERIAL, THE TRENCH SHALL BE OVER EXCAVATED A

MINIMUM OF 6" AND REFILLED WITH BEDDING MATERIAL.

2.

LEGEND

Bc = OUTSIDE DIA. OF PIPE

D = INSIDE DIA. OF PIPE

d = BEDDING MATERIAL BELOW PIPE BELL

5'

DEPTH OF BEDDING

MATERIAL BELOW PIPE

D d(Min.)

LESS THAN 60" 4"

60" & LARGER 6"

CRUSHED STONE INDOT #5, #8 (FLEXIBLE PIPE)

GRANULAR MATERIAL INDOT #5, #8, #9, #53

(RIGID PIPE)

BUILDING, STREET, DRIVEWAY, SIDEWALK OR OTHER PAVED

SURFACE

#53/#73

BACKFILL

DESIGNATED PIPE

BEDDING

BACKFILL

(SEE BELOW)

VA

RI

ES

SCALE: NONE

PIPE TRENCH DETAIL 15

CS501

SCALE: 1/2" = 1'-0"

INLET TYPE I 17

CS501

SPECIFICATIONS:

1. INSPECT THE SILT FENCE PERIODICALLY AND AFTER EACH STORM EVENT.

2. IF FENCE FABRIC TEARS, STARTS TO DECOMPOSE, OR IN ANY WAY BECOMES INEFFECTIVE, REPLACE THE AFFECTED PORTION IMMEDIATELY.

3. REMOVE DEPOSITED SEDIMENT WHEN IT REACHES HALF THE HEIGHT OF THE FENCE AT ITS

LOWEST POINT OR IS CAUSING THE FABRIC TO BULGE.

4. AVOID UNDERMINING THE FENCE DURING CLEANOUT.

5. REMOVE THE FENCE AND SEDIMENT DEPOSITS AFTER THE CONTRIBUTING DRAINAGE AREA HAS

BEEN STABILIZED. BRING THE DISTURBED AREA TO GRADE AND STABILIZE.

SILT FENCE SHALL BE INSTALLED AT START OF CONSTRUCTION AND SHALL

REMAIN UNTIL GRASS HAS GROWN IN AREAS OF PERMANENT EROSION

CONTROL AREA.

4"

WATER FLOW

8"

1'- 6"

1'- 6"

M

IN

.3'- 0"

M

IN

2x2 POSTS

GEOTEXTILE FABRIC SECURED WITH LATHE - BURY TOE 8" MIN. BELOW GRADE

(12" MIN. TOTAL OF FABRIC SHOULD EXTEND INTO THE TRENCH) & PROVIDE

24"…