110629 GRADING PLANCHAD A. MILLNER 43970
3/11/2010
FFE = 937.50
LIMIT OF
CONTRACTOR
MATCH EXISTING
GUT = 934.03
6.0%
1.5%0.5%0 .5 0
%
1.50%
0.50%
0.50%
0.50%
0.50%
2.00%2.00%0.50%0.50%
2.0%
2.0%
2.0%
1.38%
GUT=936.42 MR
0.50%
0.50%
3.00%
2.0%
2.0%
2.0%2.0%
2.0%
1.00%
0.50%
1.50%
0.50%
1.0%
4.6%
TIPOUT CURB
2.2%G U T =9 3 7 .2 0 H P
0.50%
4.0%
936.2
935.20
7.0%
8.0%
936.50 ER
GUT=
0.5%
0.50%
0.50%
1.8%
8.2%
938.13
3.0%
3.0%
937.98 GUT=936.68
3.0%
3.7%
3.5%3.0%
938.00 3.7%
3.0%
3.0%
2.5%
2.7%G U T =9 3 6 .7 7 L P
GUT=936.89 MR HP
MATCH EXISTING
GUT = 934.14
5.0%
GUT=934.88
G U T =9 3 5 .4 8 E R
1.50%
1.0%
GUT=935.61 MR HP
2.0%
6.25%
5.0%
3.5%
2.3%
936.91
3.0%
3.5%
937.04
3.0%
1.0%936.98
7.7%
4.9%
3.4%
936.61
3.0%1.0%
936.54
2.9%
3.0%
936.74
3.0%1.4%
935.00
934.00
SWALE
3.0%
SWALE
1.0%
1.5%
1.0%
1.0%
0.79%
932.50
933.00
934.00
9
3
5
.
0
0
9
3
6
.
0
0
9
3
7
.
0
0
935.00
9
3
4
.
0
0
9
3
3
.
0
0
9
3
2
.
5
0
AREA = 2885 SF
BIORETENTION BASIN
932.50
933.00
934.00
935.00
AREA = 1668 SF
BIORETENTION BASIN
0.50%
GUT=935.40 PI
G U T =9 3 6 .8 5 E R G U T =9 3 6 .8 3 E R G U T =9 3 6 .8 6 M R G U T =9 3 6 .9 1 E R G U T =9 3 7 .0 1 P I G U T =9 3 7 .0 0 P I G U T =9 3 6 .8 1 E R G U T =9 3 6 .8 1 M R G U T =9 3 6 .8 0 E R G U T =9 3 6 .7 5 P I G U T =9 3 6 .6 0 P I
GUT=936.55 ER
GUT=936.50 MR LP
GUT=936.50 ER
GUT=936.71 MR G U T =9 3 6 .5 9 M R GUT=936.51
GUT=936.60
GUT=936.73
GUT=936.13
GUT=935.75 MR G U T =9 3 6 .6 8 P I GUT=936.42
END CURB
GUT=936.48
END CURB
GUT=936.42
GUT=936.12
G U T =9 3 5 .7 5 G U T =9 3 5 .4 7 G U T =9 3 5 .3 4 L P G U T =9 3 5 .5 6 H P G U T =9 3 5 .3 0 P I G U T =9 3 5 .6 0 M R G U T =9 3 5 .7 5 E N D C U R B 9 0 0 ’-0 "9 0 0 ’-0 "PER DOC. NO. 59447
SANITARY SEWER EASE.
PER DOC. NO. 59447
SANITARY SEWER EASE.
8 9 0 ’0 "
10.00
1
2
5
.
0
0
L
=
5
4
.
8
6
R
=
3
1
4
.
3
3
5
2
.0
0
L
=
3
9
.
1
2
R
=
3
0
6
.
0
0
10 10
1 0
1 0
P
E
R
D
O
C
.
N
O
.
5
9
4
4
7
S
T
R
E
E
T
&
U
T
I L
I T
Y
E
A
S
E
.
1 0 1 0
20
20
W . 7 8 T H S T .
BIT SURFACE
S U R F A C E B R I C K
S U R F A C E B I T
SURFACE
CONC
SURFACE
CONC
S U R F A C E B I T
S U R F A C E B I T
S U R F A C E B I T
S U R F A C E B I T
C O N C S D W K
C O N C S D W K
SIGN
LOTUS
S U R F A C E G R A V E L
BUILDING HOUSE
GREEN
HOUSE
GREEN
W E T L A N D
D E L I N E A T E D
P R E L I M I N A R Y
UP
HP
GUT=937.30
TC=937.30
5’ CURB CUT
6’ CURB CUT
HP
GUT=936.80
TC=937.30
GUT = 936.15
DRIVE OVER CURB
TIPOUT CURB
6’ CURB CUT
6’ CURB CUT
GUT=936.70
TC=937.14
GUT=937.13
TC=937.39
GUT=937.08
TC=937.40
GUT=937.04
TC=937.30
GUT=937.58
TC=938.02
GUT=937.49
TC=937.98
GUT=936.16
TC=936.63
9 3 3
12"
9 3 4 12"
GP
GP
GP
GP
10"
G
GP
9 3 5
935
XX
XX
30"
BITED
EL=935.64
E E
E E
9 3 6
9 3 6
9
3
6
9
3
6
6"
10"
12"
T
12"
9 3 7
9
3
7
9 3 7
8"
8"
12"
6"
4"
8"
12"
10"
4"4"
36"
14"
XX
36"
12"
16"
9
3
8 9
3
8 9
3
8
9
3
8
9 3 8
12"
14"
XX
XX
12"
12"
12"
10"
10"
14"
10"
9 3 9 12"
GP GP
GP
T
SLPTO
EL=932.21
SLPTO
EL=932.16
SLPTO
EL=932.36
SLPTO
EL=932.27
SLPTO
EL=932.46 SLPTO
EL=932.44
SLPTO
EL=932.42
SLPTO
EL=932.39
SLPTO
EL=932.42
SLPTO
EL=932.44
SLPTO
EL=932.53
SLPTO
EL=932.50
SLPTO
EL=932.60
SLPTO
EL=932.72
SLPTO
EL=932.75 SLPTO
EL=932.92
SLPTO
EL=932.81
SLPTO
EL=932.84 SLPTO
EL=933.15
TB
EL=933.72
TB
EL=934.06
TB
EL=934.32
BITZ
EL=934.28
TB
EL=934.52
TB
EL=934.88
TB
EL=934.77
TB
EL=934.83
BITED
EL=935.10
BITZ
EL=935.11
TB
EL=935.20
BITED
EL=935.18
BITED
EL=935.32
TB
EL=935.27
TB
EL=935.45
BITZ
EL=935.47
TB
EL=935.47
BITZ
EL=935.53
BITZ
EL=935.55
TB
EL=935.58
BITED
EL=935.74
BITZ
EL=935.76 BITZ
EL=935.76
BITZ
EL=935.69
BITZ
EL=935.85
TB
EL=935.68 TB
EL=935.96
BITZ
EL=935.89
EL=936.05
Z
TB
EL=936.13
BITZ
EL=936.21
BITZ
EL=936.36
Z
EL=936.26
BITZ
EL=936.33
TB
EL=936.43
TB
EL=936.45
BITZ
EL=936.57
BITZ
EL=936.58
TB
EL=936.63
BC
EL=936.78
BITZ
EL=936.78
Z
EL=936.89
BITZ
EL=936.94
LSCED
EL=937.02
BC
EL=937.23 BC
EL=937.35
BC
EL=937.25
BITZ
EL=937.21
BITZ
EL=937.35
LSCED
EL=937.35
BC
EL=937.40
BC
EL=937.48
BC
EL=937.50
LSCED
EL=937.59
BITZ
EL=937.69
BITZ
EL=937.75
BITZ
EL=937.70
LSCED
EL=937.79
1 CAM 4-14-10 OWNER REVISIONS
1
1
2 9-21-10 RECORD DRAWINGS BK
0
feet scale
15 15 30
7.5
FABRIC AND SELECT GRANULAR BORROW.
RECIEVED A 3’ SUBCUT, GEOTEXTILE
ALL AREAS OF NEW BITUMINOUS PAVEMENT
TNH = 937.05
BENCHMARK
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
6 6
6
6 7
7
8
8
8
9 9
9
9
9
10
11
11 11 11 11 11
11 11 11
11 11 11
12
12
13
14
15
15
15
16
17
17 18 18
18
18
19
20
21
22
23
24
25
25
25
25
1
1
1 1
1
1
1
2
2
2 2
2
2
2 3
3
3
3 3
3
3 4
4
4
4
4
4
4
4
13
4
4
4
5
5
5
5 5
5
5
5
5
5
5
5
5 5 5 5
5
11
25
25
26
27
26 27
26
8
8
8
UNLESS NOTED ON LANDSCAPING PLAN
FOR GREENSPACE RESTORATION,
4" OF TOPSOIL AND SOD INSTALLED
6" CLASS 5 AGGREGATE BASE
1.5" BITUMINOUS BASE COURSE
1.5" BITUMINOUS WEARING COURSE
BE USED ABOVE ELEVATION 933.00
LESS THAN 7% PASSING 200 SIEVE SHALL
SELECT GRANULAR MODIFIED, WITH
FILL TO ELEVATION 933.00.
BACKFILL IMPORTED CLEAN, COMPACTED
ADDITIONAL EXCAVATION MAY BE REQUIRED.
DISPOSE OF OFF-SITE.
AND HARD SURFACES. CONTRACTOR SHALL
10’ SUBGRADE EXCAVATION UNDER BUILDING
ROOF DOWNSPOUT OUTLET LOCATION
THROUGHOUT PROJECT
MAINTAIN CONSTRUCTION ENTRANCE BMP
PROJECT
PROVIDE INLET PROTECTION THROUGHOUT
REMOVE TREE
25’ BUILDING SETBACK
10’ PARKING SETBACK
10’ BUILDING SETBACK
30’ BUILDING SETBACK
15’ PARKING SETBACK
16’-6" BUFFER
BIN SEE DETAILS
TRASH ENCLOSURE SEE DETAILS
W/ 16 SF TRUNCATED DOMES (RED IN COLOR)
PEDESTRIAN CURB RAMP FOR THE HANDICAP
BITUMINOUS CROWN
EDGE OF BITUMINOUS
7" CONCRETE PAVEMENT
7" CONCRETE VALLEY GUTTER
4" CONCRETE WALK
SAWCUT & REMOVE EXISTING CONCRETE
REMOVE EXISTING CURB & GUTTER
REMOVE EXISTING BITUMINOUS
PROTECT EXISTING BITUMINOUS SURFACE
CONSTRUCT ’BEAVER-TAIL’
END CONCRETE CURB & GUTTER
28
28
OTHERWISE NOTED
ALL CURB & GUTTER SHALL BE B612 UNLESS
BE REMOVED
PROTECT TREES UNLESS NOTED TO
EXISTING SEWER
EXCAVATION SHALL REMAIN ABOVE
CONSTRUCTION
PROTECTION SHALL BE INCIDENTAL TO
ALL NECESSARY DEWATERING & TRENCH
ACCESS TO LOTUS GARDEN CENTER
COORDINATE CONSTRUCTION TO RETAIN
COMPACTION OF UNDERLYING SOILS
IN THE BIORETENTION BASIN TO PREVENT
LOW IMPACT EQUIPMENT MUST BE USED
BIORETENTION BASIN
SHORT CIRCUITING THE EFFECTIVENESS OF THE
TO PREVENT CONSTRUCTION SEDIMENT FROM
AFTER ALL OTHER SITE GRADING OPERATIONS
BIORETENTION BASIN MUST BE CONSTRUCTED
NPDES & SWPPP PERMITS
CONTRACTOR RESPONSIBLE FOR
TOTAL DISTURBED AREA = 1.45 ACRES
16
16
16
16
16
5
LEGEND
CONCRETE CURB AND GUTTER
SILT FENCE
SANITARY SEWER SERVICE
NEW RIGHT OF WAY
TEMPORARY EASEMENT
PERMANENT EASEMENT
WATER SERVICE AND GATE VALVE BOX
WATERMAIN, HYDRANT AND VALVE
PROPOSED
CONSTRUCTION LIMITS
PROPOSED SETBACKS
P
:
\
A
E
\
C
\
C
e
n
t
e
\
1 1 0
6
2
9
\
5
F
i
n
a
l
\
C
A
D
D
\
P
l
a
n
s
h
e
e
t
s
\
A
s
b
u
i
l
t
s
\
p
2
1 1 0
6
2
9
G
R
A
D
I N
G
P
L
A
N
.
d
g
n
1 0
/
1 2
/
2
0
1 0
1 0
:
5
3
:
0
0
A
M
DATE
APPROVED BY:
DESIGNER:
BY NO.REVISIONS
DATE
FILE NO.
DESIGN TEAM
Reg. No.
CHECKED BY:
signature:
printed signature:
Date:
PH 800 734-6757
PH 952 912-2600 FAX 952-912-2601
MINNETONKA, MN 55343-9100
10901 RED CIRCLE DRIVE, SUITE 200 CENTE110629
CDM
ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL
I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER
CAM
CAM
CHANHASSEN, MN 55317
2025 COULTER BLVD, SUITE 215
CENTER COMPANIES, LLC
3/11/2010
DEVELOPMENT
RETAIL
LOTUS
C6
L
E
V
E
L
5
8
C
A
N
N
O
N
P
L
O
T
B
O
R D E R
L
E
V
E
L
6
0
H
P
5
0
0
0
P
L
O
T
B
O
R D E R
GRADING PLAN
C5
RECORD DRAWING
DATE
CHAD MILLNER - SEH
9-21-2010
MINGER CONST.
GENERAL SITE NOTES:
CONSTRUCTION NOTES: