2

1263.63

fdcarrblt

cpib

30032

1264.49

210T

H A

VE

210T

H A

VE

210T

H A

VE

210T

H A

VE

210T

H A

VE

210T

H A

VE

210T

H A

VE

210T

H A

VE

210T

H A

VE

210T

H A

VE

590TH ST

590TH ST590TH ST590TH ST590TH ST

590TH ST

590TH ST590TH ST590TH ST590TH ST

580TH ST

580TH ST580TH ST580TH ST580TH ST

580TH ST

580TH ST580TH ST

580TH ST

580TH ST

200T

H A

VE

200T

H A

VE

200T

H A

VE

200T

H A

VE

200T

H A

VE

200T

H A

VE

200T

H A

VE

200T

H A

VE

200T

H A

VE

200T

H A

VE

-1

0

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

2

0

2

1

2

2

2

3

2

4

2

5

2

6

2

7

2

8

2

9

3

0

3

1

3

2

3

3

3

4

3

53

6

3

7

3

8

3

8

-1

0

1

2

3

4

5

6

7

7

-

0

0

1

2

3

4

5

5

cpib

5

1264.49

21083-GRADING SCHEMATIC

THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, INC.AND MAY NOT BE USED, COPIED OR DUPLICATEDWITHOUT PRIOR WRITTEN CONSENT.

DATE

REVISION SCHEDULE

DESCRIPTION BY

PROJECT NO.

CAD FILE NAME

DRAWN BY

DESIGNED BY

ORIGINAL ISSUE DATE

CLIENT PROJECT NO.

REVIEWED BY

PROJECT

SHEET

TITLE

1OF

BUENA VISTA COUNTY IOWA

SITEPLAN

1

-

-NJO/BAB/CTT

-BAB

-IDD

07/24/18

IDALS CREP

BV 913529C

17-21083

XX-XX SHEET TITLE

300 PROJ. NO (no year) XX-XX

0

SCALE IN FEET

300 600

MAXIMUM POOL AREA GRADED

TO EXISTING SURFACE

@ 4:1 SLOPE

CRUSH AND BURY DD101

LAT 5 EXISTING TILE

RELAY TILE THROUGH

ADJUSTED ALIGNMENT

CRUSH AND BURY

DD 101 LAT 4 EXISTING TILE

AND DD39 BV EXISTING TILE

FINALIZED EASEMENT BOUNDARY

WASTE TOPSOIL

RELAY TILE THROUGH

ADJUSTED ALIGNMENT

RELAY TILE THROUGH

ALIGNMENT

WASTE

TOPSOIL

FILL

FILL

EXISTING DD101 MAIN TILE

EXISTING DD101 LAT 7 TILE

EXISTING DD101 LAT 6 TILE

PROPOSED ROAD CULVERT

INLET ELEV. 1251.00'