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'
Recommended
