2017-07-24_2017_PAVEMENT_RECLAIMATION_PROJECTSCALE IN FEET
0 1200 2400
K:
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2017 STREET RECLAMATION IMPROVEMENT PROJECT
CITY OF SHOREWOOD
RECLAMATION, BITUMINOUS SURFACING, AND DRAINAGE IMPROVEMENTSCONSTRUCTION PLAN FOR
LOCATED ON HOWARDS POINT ROADFROM SMITHTOWN ROAD TO NORTH TERMINUS
PROJECT LOCATION MAP
F/O
UGT
G
EXISTING PLAN SYMBOLS
PROPERTY LINES/RIGHT-OF-WAY
UTILITY EASEMENT
TREE LINE
SIGN
DECIDUOUS TREE
SHRUB
CONIFEROUS TREE
EXISTING UTILITY SYMBOLS
FIBER OPTIC CABLE
UNDERGROUND TELEPHONE
GAS LINE
CATV VAULT
POWER POLE
ELECTRIC BOX
CATCH BASIN
STORM APRON
CND
CTV
OH
UNDERGROUND CABLE
CABLE TV
OVERHEAD COMMUNICATIONS LINE
UGE
OHE
UNDERGROUND POWER
OVERHEAD POWER
UGEUNDERGROUND ELECTRIC
OHTOVERHEAD TELEPHONE
WATER MAIN
SANITARY SEWER
STORM SEWER
GATE VALVE
HYDRANT
SANITARY SEWER MANHOLE
STORM SEWER MANHOLE ST
s
COUNTY:HENNEPIN
SECT 31, 32 33, 34, TWP 117M, RNG 23W
PROJECT LOCATION
THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS UTILITY QUALITY LEVEL D. THIS UTILITY QUALITY LEVEL WAS DETERMINED ACCORDING TO THE
GUIDELINES OF CI/ASCE 38-02, ENTITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA."
GOPHER ONE CALL TICKET NUMBER: 171774221, 171774279, 171774303, 171774324, 171774355, 171774441, 171774442, 17177443, 17177444
APPROVED BYSHEET NO.DATE
PLAN REVISIONS
ALL APPLICABLE FEDERAL, STATE, AND LOCAL LAWS AND ORDINANCES
WILL BE COMPLIED WITH IN THE CONSTRUCTION OF THIS PROJECT.
THIS PLAN SET CONTAINS 77 SHEETS
I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER
MY DIRECT SUPERVISION, AND THAT I AM A DULY LICENSED PROFESSIONAL
ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
LICENSE NUMBER:DATE:07/24/17 45489
GINA M. DULLINGER, P.E.
WSB
SHEET
77
OF
SUMMIT AVENUE FROM MURRAY HILL ROAD TO HUMMINGBIRD ROAD
1
THIS PLAN SET HAS BEEN PREPARED FOR:
CITY OF SHOREWOOD
5755 COUNTRY CLUB ROAD
SHOREWOOD, MN 55331
(952) 960-7900
A CALL TO GOPHER STATE ONE (651-454-0002)
IS REQUIRED A MINIMUM OF 48 HOURS PRIOR
TO PERFORMING ANY EXCAVATION.
EXCAVATION NOTICE SYSTEM
PLAN SET INDEX
GOVERNING SPECIFICATIONS
UTILITY INFORMATION
THE 2016 EDITION OF THE MINNESOTA DEPARTMENT OF TRANSPORTATION
"STANDARD SPECIFICATIONS FOR CONSTRUCTION" SHALL GOVERN.
ALL TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE LATEST EDITION OF
THE MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, INCLUDING
THE LATEST FIELD MANUAL FOR TEMPORARY TRAFFIC CONTROL ZONE
LAYOUTS.
OAK RIDGE CIRCLE FROM GRANT LORENZ ROAD TO CUL-DE-SAC
KATHLEEN COURT FROM WOODSIDE ROAD TO CUL-DE-SAC
ECHO ROAD FROM COUNTRY CLUB ROAD TO COUNTY ROAD 19
C.P. 17-13
WSB PROJ. NO. 02925-400
PROJECT LOCATION
HOWARDS POINT ROAD
PROJECT LOCATION
KATHLEEN COURT
PROJECT LOCATION
OAK RIDGE CIRCLE
PROJECT LOCATION
EUREKA ROAD
PROJECT LOCATION
ECHO ROAD
PROJECT LOCATION
SUMMIT AVENUE
PROJECT LOCATION
COUNTY ROAD 19
PROJECT LOCATION
COUNTRY CLUB ROAD
PROJECT LOCATION
LAKE LINDEN DRIVE
HOWARDS POINT ROAD
STA 100+45 TO 107+00
6 14 32
HOWARDS POINT ROAD
STA 107+00 TO 113+50
6 15 32
HOWARDS POINT ROAD
STA 113+50 TO 120+00
7 16 33
HOWARDS POINT ROAD
STA 148+00 TO 153+54
9 21 35
HOWARDS POINT ROAD
STA 141+50 TO 148+00
9 20 35
HOWARDS POINT ROAD
STA 134+50 TO 141+50
34
HOWARDS POINT ROAD
STA 127+25 TO 134+50
34
HOWARDS POINT ROAD
STA 120+00 TO 127+25
33
KATHLEEN COURT
STA 400+53 TO 404+73
37
OAK RIDGE CIRCLE
STA 300+06 TO 305+34
37
EUREKA ROAD
CULVERT REPLACEMENT
SEE SHEET 29
8 19
8 18
7 17
11 25
11 24
EDGEWOOD RD
BIRCH BLU
F
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WILD ROSE LN
NOBLE RD
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SUNNY VALE LN
LEGEND
SHEET NO.DESCRIPTION
REMOVAL PLAN
CONSTRUCTION PLAN
EROSION CONTROL PLAN
00
00
00
SCALE IN FEET
0
H:
400 800
N
WSB
WSB PROJECT NO.:
SCALE:
PLAN BY:
DESIGN BY:
CHECK BY:
SHEET
C.P.OF
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AS SHOWN
2
GENERAL LAYOUT
02925-400
GMD
GMD TK
GI
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7717-13
ECHO ROAD
STA 513+00 TO 519+65
13 28 39
ECHO ROAD
STA 507+50 TO 513+00
12 27 38
ECHO ROAD
STA 500+42 TO 507+50
12 26 38
YELLOWSTONE TR/COUNTRY CLUB RD
INTERSECTION IMPROVEMENTS
SEE SHEET 30
YELLOWSTONE TR/LAKE LINDEN DR
INTERSECTION IMPROVEMENTS
SEE SHEET 30
SUMMIT AVENUE
STA 200+49 TO 206+00
10 22 36
SUMMIT AVENUE
STA 206+00 TO 208+53
10 23 36
COUNTY ROAD 19
CURB AND GUTTER REPLACEMENT
SEE SHEET 30
EU
R
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SMITHTOWN R
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STATE HWY NO. 7
STA
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7
LEGEND
SHEET NO.DESCRIPTION
REMOVAL PLAN
CONSTRUCTION PLAN
EROSION CONTROL PLAN
00
00
00
SCALE IN FEET
0
H:
400 800
N
WSB
WSB PROJECT NO.:
SCALE:
PLAN BY:
DESIGN BY:
CHECK BY:
SHEET
C.P.OF
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3
GENERAL LAYOUT
02925-400
GMD
GMD TK
GI
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7717-13
FLASHING LED VEHICLE RADAR STOP SIGN (R1-1)
A
A
B B1'2'1'
6'
CLASS II RIPRAP
6" DEEP
4'
4'
STREET
SECTION A-A
SECTION B-B
STREET CLASS II RIPRAP
6" DEEP
3" TYPE SP 12.5 BITUMINOUS WEAR
COURSE MIX (2,C) SPWEA240C
6" AGGREGATE BASE, CLASS 5
BITUMINOUS SPILLWAY
WSB
WSB PROJECT NO.:
SCALE:
PLAN BY:
DESIGN BY:
CHECK BY:
SHEET
C.P.OF
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GENERAL DETAILS
02925-400
GMD
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7717-13
1
4
2
4
SIGN TABULATION
STORM SEWER SCHEDULE
VARIES (10'-13' TYP)VARIES (10'-13' TYP)
VARIES VARIES
DRIVE
LANE DRIVE
LANE
R/W R/W℄
INSET A
2% TYP 2% TYP1:4 MAX
1:4 MAX
1:4 MAX
1:4 MAX
PROFILE GRADE
TYPICAL SECTION
HOWARDS POINT ROAD *
SUMMIT AVENUE - STA 206+75 TO STA 208+53
OAK RIDGE CIRCLE
KATHLEEN COURT
ECHO ROAD *
EUREKA ROAD
2" TYPE SP 12.5 WEAR COURSE MIX (2,C) (SPWEB240C)
2357 BITUMINOUS TACK COAT
2" TYPE SP 12.5 NON-WEAR COURSE MIX (2,C) (SPNWB230C)
8" RECLAIM MATERIAL
EXISTING AGGREGATE BASE
INSET A
PAVEMENT SECTION
VARIES (10'-13' TYP)VARIES (10'-13' TYP)
VARIES VARIES
DRIVE
LANE DRIVE
LANE
R/W R/W℄
INSET A
2.5% TYP
1:4 MAX
1:4 MAX
1:4 MAX
1:4 MAX
PROFILE GRADE
TYPICAL SECTION
SUMMIT AVENUE - STA 200+49 TO STA 206+75
2.5% TYP
BITUMINOUS CURB
SEE CITY PLATE
NO. RDW-04
* SEE CROSS SECTIONS FOR STREET
SEGMENTS HAVING NO CROWN AND
TIPPING EITHER 2.5% RT OR 2.5% LT
1.5" TYPE SP 9.5 WEAR COURSE MIX (2,C) (SPWEA240C)
2357 BITUMINOUS TACK COAT (INCIDENTAL)
1.5" TYPE SP 9.5 WEAR COURSE MIX (2,C) (SPWEA240C)
8" AGGREGATE BASE, CLASS 5 (INCIDENTAL)
BITUMINOUS DRIVEWAY REPLACEMENT
PAVEMENT SECTION
WSB
WSB PROJECT NO.:
SCALE:
PLAN BY:
DESIGN BY:
CHECK BY:
SHEET
C.P.OF
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5
TYPICAL
SECTIONS
02925-400
GMD
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7717-13
RIM: 949.25INV:INV:INV:INV:INV:INV:RIM: 948.43INV:INV:INV:INV:INV:INV:GGGGGGG
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.
OF
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,
OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULY
LICENSED PROFESSIONAL ENGINEER UNDER THE
LAWS OF THE STATE OF MINNESOTA.
LIC. NO:DATE:
REVISIONS
NO.DATE DESCRIPTION
K:\02925-400\Cad\Plan\02925-400-C-DEMO-PLAN.dwg 8/17/2017 12:02:56 PM
AS
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TK
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07/24/17 45489
2017 STREET RECLAMATION
IMPROVEMENT PROJECT
SHOREWOOD, MINNESOTA77
17
-
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3
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C.
P
.
OF
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,
OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULY
LICENSED PROFESSIONAL ENGINEER UNDER THE
LAWS OF THE STATE OF MINNESOTA.
LIC. NO:DATE:
REVISIONS
NO.DATE DESCRIPTION
K:\02925-400\Cad\Plan\02925-400-C-DEMO-PLAN.dwg 8/17/2017 12:03:41 PM
AS
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GM
D
GM
D
TK
GINA M. DULLINGER
07/24/17 45489
2017 STREET RECLAMATION
IMPROVEMENT PROJECT
SHOREWOOD, MINNESOTA77
17
-
1
3
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A
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N
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B
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:
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E
E
T
C.
P
.
OF
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,
OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULY
LICENSED PROFESSIONAL ENGINEER UNDER THE
LAWS OF THE STATE OF MINNESOTA.
LIC. NO:DATE:
REVISIONS
NO.DATE DESCRIPTION
K:\02925-400\Cad\Plan\02925-400-C-DEMO-PLAN.dwg 8/17/2017 12:05:03 PM
AS
S
H
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W
N
8
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M
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4
0
0
GM
D
GM
D
TK
GINA M. DULLINGER
07/24/17 45489
2017 STREET RECLAMATION
IMPROVEMENT PROJECT
SHOREWOOD, MINNESOTA77
17
-
1
3
LO
C
A
T
I
O
N
BIR
C
H
B
L
U
F
F
R
D
EUREKA RD
SMI
T
H
T
O
W
N
R
D
GRANT LORENZ RD
NOB
L
E
R
D
WO
O
D
S
I
D
E
R
D
SM
I
T
H
T
O
W
N
R
D
EDG
E
W
O
O
D
R
D
MATCHLINE STA: 134+50SEE ABOVE
MATCHLINE STA: 141+50
SEE SHEET 9
SC
A
L
E
I
N
F
E
E
T
0
H:
30
60
N
20
"
OHEOHEOHEOHEOHEOHEOHEOHE COM
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G G G G G G G G
s
s
s5375 5360
53
3
0
53
0
0
537527280 EDGEWOO
D
R
D
55
3
1
5
5
2
6
5
AC
AC
AC
M
M
M
M MB BB
B
B
142+00143+00144+
0
0
14
5
+
0
0
1
4
6
+
0
0
1
4
7
+
0
0
14
8
+
0
0
14
9
+
0
0
40
"
6"6"8"RI
M
:
9
3
0
.
9
5
IN
V
:
IN
V
:
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:
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V
:
IN
V
:
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:
RIM
:
9
2
9
.
3
4
IN
V
:
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V
:
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:
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:
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V
:
IN
V
:
12
"
RIM
:
9
3
1
.
1
6
IN
V
:
IN
V
:
IN
V
:
IN
V
:
IN
V
:
IN
V
:
OHE OHE OHE OHE
OH
E
OH
E
OHE
OH
E
OH
E
OH
E
OH
E
OH
E
OHE
OH
E
OH
E
G
G
G
G
G
G
G
G
G
G
G
G
GGGGGGGG
s
s
s
5290
52
7
0
52
5
0
52
3
0
52
1
0
51
7
0
52
0
5
52
1
5
52
3
5
5265
A
C
AC
M
M
M
MMMB
B
B
148+00 149+00 150+00
15
1
+
0
0
15
2
+
0
0
153
+
0
0
154
+
0
0
155
+
0
0
AD
J
U
S
T
G
A
T
E
V
A
L
V
E
RE
M
O
V
E
C
U
R
B
/
C
U
R
B
A
N
D
G
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U
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(
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T
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E
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)
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B
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T
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M
I
N
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D
R
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W
A
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V
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M
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N
T
AGM
AD
J
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S
T
C
A
S
T
I
N
G
AC
SA
W
I
N
G
B
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T
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M
I
N
O
U
S
P
A
V
E
M
E
N
T
B
NO
T
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:
P
R
O
T
E
C
T
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X
I
S
T
I
N
G
C
O
N
C
R
E
T
E
,
D
E
C
O
R
A
T
I
V
E
AN
D
P
A
V
E
R
D
R
I
V
E
W
A
Y
S
(
I
N
C
I
D
E
N
T
A
L
)
MATCHLINE STA: 141+50SEE SHEET 8
HO
W
A
R
D
S
P
O
I
N
T
R
O
A
D
SC
A
L
E
I
N
F
E
E
T
0
H:
30
60
N
W
S
B
WS
B
P
R
O
J
E
C
T
N
O
.
:
SC
A
L
E
:
PL
A
N
B
Y
:
DE
S
I
G
N
B
Y
:
CH
E
C
K
B
Y
:
SH
E
E
T
C.
P
.
OF
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,
OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULY
LICENSED PROFESSIONAL ENGINEER UNDER THE
LAWS OF THE STATE OF MINNESOTA.
LIC. NO:DATE:
REVISIONS
NO.DATE DESCRIPTION
K:\02925-400\Cad\Plan\02925-400-C-DEMO-PLAN.dwg 8/17/2017 12:05:36 PM
AS
S
H
O
W
N
9
RE
M
O
V
A
L
P
L
A
N
S
02
9
2
5
-
4
0
0
GM
D
GM
D
TK
GINA M. DULLINGER
07/24/17 45489
2017 STREET RECLAMATION
IMPROVEMENT PROJECT
SHOREWOOD, MINNESOTA77
17
-
1
3
LO
C
A
T
I
O
N
BIR
C
H
B
L
U
F
F
R
D
EUREKA RD
SMI
T
H
T
O
W
N
R
D
GRANT LORENZ RD
NOB
L
E
R
D
WO
O
D
S
I
D
E
R
D
SM
I
T
H
T
O
W
N
R
D
EDG
E
W
O
O
D
R
D
MAT
C
H
L
I
N
E
S
T
A
:
1
4
8
+
0
0
SEE
B
E
L
O
W
MATCHLINE STA: 148+00SEE ABOVE
SC
A
L
E
I
N
F
E
E
T
0
H:
30
60
N
RIM: 1066.40INV:INV:INV:INV:INV:INV:
S RIM: 1065.62INV:INV:INV:INV:INV:INV:
40"
36"
4"
4"
4"
4"
4"
24"
36"
2"4"2"2"2"
2"10"
36"
18"
4"
10"
16"6"6"4"
24"
16"
14"14"10"
24"
16"S RIM: 1023.82INV:INV:INV:INV:INV:INV:
S RIM: 997.53INV:INV:INV:INV:INV:INV:
14"14"
16"
RIM: 998.21
3.8INV:INV:INV:INV:INV:INV:
RIM: 997.64
4.3INV:INV:INV:INV:INV:INV:
RIM: 995.20
4INV:3.7INV:INV:INV:INV:INV:
RIM: 998.78
5.8INV:INV:INV:INV:INV:INV:G
G
G
G
G
G
G
G
G
G
COM
COM
CO
M
CO
M
CO
M
CO
M
CO
M
CO
M
CO
M
CO
M
CO
M
G
G
G
GG
G
G
G
OH
E
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
s
s
s
s
MU
R
R
A
Y
H
I
L
L
R
D
6180 MURRAY HILL RD
23120
23110
23115
23
0
9
0
23
0
8
0
23
0
7
0
23
0
6
0
23
1
1
5
SHOREWOOD
CHANHASSEN
ACM
M
MM
AC
AC
AC
B
B
B
BB
B
B
20
0
+
0
0
201+00
202+00
203+00
204+00
205+00
206+
0
0
20
7
+
0
0
20
8
+
0
0
20
9
+
0
0
ADJUST GATE VALVE
REMOVE CURB/CURB AND GUTTER
RECLAIM BITUMINOUS PAVEMENT
(FULL DEPTH)
ST RM REMOVE STORM SEWER/CULVERT
REMOVE DRAINAGE STRUCTURE
TEMPORARY MAILBOX (AS DIRECTED
BY ENGINEER)
SALVAGE AND REPLACE SIGN
LEGEND
REMOVE BITUMINOUS DRIVEWAY
PAVEMENT
AG
M
ADJUST CASTINGAC
SAWING BITUMINOUS PAVEMENTB NOTE: PROTECT EXISTING CONCRETE, DECORATIVE
AND PAVER DRIVEWAYS (INCIDENTAL)
SUMMIT AVENUE
SCALE IN FEET
0
H:
30 60
N
WSB
WSB PROJECT NO.:
SCALE:
PLAN BY:
DESIGN BY:
CHECK BY:
SHEET
C.P.OF
I H
E
R
E
B
Y
C
E
R
T
I
F
Y
T
H
A
T
T
H
I
S
P
L
A
N
,
S
P
E
C
I
F
I
C
A
T
I
O
N
,
OR
R
E
P
O
R
T
W
A
S
P
R
E
P
A
R
E
D
B
Y
M
E
O
R
U
N
D
E
R
M
Y
DI
R
E
C
T
S
U
P
E
R
V
I
S
I
O
N
A
N
D
T
H
A
T
I
A
M
A
D
U
L
Y
LIC
E
N
S
E
D
P
R
O
F
E
S
S
I
O
N
A
L
E
N
G
I
N
E
E
R
U
N
D
E
R
T
H
E
LA
W
S
O
F
T
H
E
S
T
A
T
E
O
F
M
I
N
N
E
S
O
T
A
.
LI
C
.
N
O
:
DA
T
E
:
RE
V
I
S
I
O
N
S
NO
.
DA
T
E
DE
S
C
R
I
P
T
I
O
N
K:
\
0
2
9
2
5
-
4
0
0
\
C
a
d
\
P
l
a
n
\
0
2
9
2
5
-
4
0
0
-
C
-
D
E
M
O
-
P
L
A
N
.
d
w
g
8/
1
7
/
2
0
1
7
1
2
:
0
7
:
5
5
P
M
AS SHOWN
10
REMOVAL PLANS
02925-400
GMD
GMD TK
GI
N
A
M
.
D
U
L
L
I
N
G
E
R
07
/
2
4
/
1
7
45
4
8
9
20
1
7
S
T
R
E
E
T
R
E
C
L
A
M
A
T
I
O
N
IM
P
R
O
V
E
M
E
N
T
P
R
O
J
E
C
T
SH
O
R
E
W
O
O
D
,
M
I
N
N
E
S
O
T
A
7717-13
LOCATION
STATE
H
W
Y
N
O
7
CO
R
D
N
O
1
9
COU
N
T
R
Y
C
L
U
B
R
D
SMITHTOWN RD
YELLOWSTON
E
T
R
STATE HWY NO 7
EUR
E
K
A
R
D
GLEN RD
REMOVE BITUMINOUS
CURB (TYPICAL)
30"
30"
30"
24"
18"
24"24"
40"6"
20"
4"
2"
2"
24"
2"
16"
30"
12"
16"
10"
14"
4"ST RIM: 940.674INV:
3.6INV:INV:INV:INV:INV:
ST RIM: 941.37
3.2INV:INV:INV:INV:INV:INV:
COM
COM
CO
M
COM
COM
CO
M
CO
M
CO
M
CO
M
CO
M
CO
M
CO
M
C
O
M
COM
COMCOM
COM
COM
COM
C
O
M
COM
COM
CO
M
CO
M
G
G
G
G
G
G
G
G
GG
G
G
G
G
G
G
G
G
G
G
G
G
G
G
OHE
OH
E
OH
E
OHE
OHE
OH
E
OHEOHEOHEOHEOHE
OHE
OHE
OHE
OHE
OHE
s
s
s
GR
A
N
T
L
O
R
E
N
Z
R
D
26440
26420
26370
26320
26295
26355
26395
26445
AC
M
AC
M
M
M
M
M
M
M
B
B
B
B
B
B
B
B
B
AC
AC
300+00
301+00
302+00
303+0
0
304
+
0
0
305
+
0
0
305
+
7
8
12"10"10"
6"
10"10"10"10"10"36"
24"
4""
20"
16"4""
12"14"
4"4"
4"14"6"
6"
6"
10"36"
4""
6"4""16"
18"
18"6"24"
8"
6"6"10"10"
8"
10"
6"
12"18"
14"8"
6"
10"12"12"
14"
G G G G G G G
G
G
G
G
G
G
G
G
G
CO
M
CO
M
CO
M
CO
M
COM COM COM COM COM COM
COM
COM COM
CO
M
CO
M
OHE OHE OHE OHE OHE
OHE
OHE
ss
28085 WOODSIDE RD
5715
5725
5735
5745
28115 WOODSIDE RD
AC
M
M
M
B
B B
B
B
B
B
B
(4)
WO
O
D
S
I
D
E
R
D
400
+
0
0
401+00 402+00 403+00
404+00404+04
ADJUST GATE VALVE
REMOVE CURB/CURB AND GUTTER
RECLAIM BITUMINOUS PAVEMENT
(FULL DEPTH)
ST RM REMOVE STORM SEWER/CULVERT
REMOVE DRAINAGE STRUCTURE
TEMPORARY MAILBOX (AS DIRECTED
BY ENGINEER)
SALVAGE AND REPLACE SIGN
LEGEND
REMOVE BITUMINOUS DRIVEWAY
PAVEMENT
AG
M
ADJUST CASTINGAC
SAWING BITUMINOUS PAVEMENTB NOTE: PROTECT EXISTING CONCRETE, DECORATIVE
AND PAVER DRIVEWAYS (INCIDENTAL)
OAK RIDGE CIRCLE/KATHLEEN COURT
SCALE IN FEET
0
H:
30 60
N
WSB
WSB PROJECT NO.:
SCALE:
PLAN BY:
DESIGN BY:
CHECK BY:
SHEET
C.P.OF
I H
E
R
E
B
Y
C
E
R
T
I
F
Y
T
H
A
T
T
H
I
S
P
L
A
N
,
S
P
E
C
I
F
I
C
A
T
I
O
N
,
OR
R
E
P
O
R
T
W
A
S
P
R
E
P
A
R
E
D
B
Y
M
E
O
R
U
N
D
E
R
M
Y
DI
R
E
C
T
S
U
P
E
R
V
I
S
I
O
N
A
N
D
T
H
A
T
I
A
M
A
D
U
L
Y
LIC
E
N
S
E
D
P
R
O
F
E
S
S
I
O
N
A
L
E
N
G
I
N
E
E
R
U
N
D
E
R
T
H
E
LA
W
S
O
F
T
H
E
S
T
A
T
E
O
F
M
I
N
N
E
S
O
T
A
.
LI
C
.
N
O
:
DA
T
E
:
RE
V
I
S
I
O
N
S
NO
.
DA
T
E
DE
S
C
R
I
P
T
I
O
N
K:
\
0
2
9
2
5
-
4
0
0
\
C
a
d
\
P
l
a
n
\
0
2
9
2
5
-
4
0
0
-
C
-
D
E
M
O
-
P
L
A
N
.
d
w
g
8/
1
7
/
2
0
1
7
1
2
:
0
8
:
2
1
P
M
AS SHOWN
11
REMOVAL PLANS
02925-400
GMD
GMD TK
GI
N
A
M
.
D
U
L
L
I
N
G
E
R
07
/
2
4
/
1
7
45
4
8
9
20
1
7
S
T
R
E
E
T
R
E
C
L
A
M
A
T
I
O
N
IM
P
R
O
V
E
M
E
N
T
P
R
O
J
E
C
T
SH
O
R
E
W
O
O
D
,
M
I
N
N
E
S
O
T
A
7717-13
LOCATION
BIRCH BLUFF RD
EU
R
E
K
A
R
D
SMITHTOWN RD
GRA
N
T
L
O
R
E
N
Z
R
D
NOBLE RD
WOODSIDE RD
SMITHTOWN RD
EDGEWOOD RD
SCALE IN FEET
0
H:
30 60
N
24"16"24"20"
6"8"54"
4""
44"
4""36"
CO
M
CO
M
COM COM COM COM COM COM COM COM COM COM COM
CO
M
COM COM COM COM
G G G G G G G G G G G G G G G G G G G G G
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
OH
E
OH
E
OH
E
OH
E
s
s
s
CO
U
N
T
R
Y
C
L
U
B
R
D
5795 COUNTRY CLUB RD 5830 5810
5800
5790
5785
579558055815
5825
AC
M
ACMMMM
M
ST
R
M
B
B
B
B
B
B
B
B
B
500+00 501+00 502+00 503+00 504+00 505+00 506+00 507+00
44"
36"
56"
2"2"
12"
40"
6"
12"
40"
36"
36"
8"
C
O
M
C
O
M
CO
M
CO
M
CO
M
CO
M
COM
COM COM COM
CO
M
COM
COM
COM
COM
COM
COM
C
O
M
COM
COM
COM
COM
COM
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
O
H
E
O
H
E
O
H
E
OH
E
OH
E
OHE
OHE
OHE
OHE
s
s
s
57
9
0
5780
5760
5750
5740
5735
5745
5755
5765
5775
572
5
AC
AC
AC
M
M
MM
M
M
S
T
R
M
B
B
B
B
B
B
B
B
B
B
50
7
+
0
0
50
8
+
0
0
509+00
510+00
511+
0
0
512+
0
0
513
+
0
0
ADJUST GATE VALVE
REMOVE CURB/CURB AND GUTTER
RECLAIM BITUMINOUS PAVEMENT
(FULL DEPTH)
ST RM REMOVE STORM SEWER/CULVERT
REMOVE DRAINAGE STRUCTURE
TEMPORARY MAILBOX (AS DIRECTED
BY ENGINEER)
SALVAGE AND REPLACE SIGN
LEGEND
REMOVE BITUMINOUS DRIVEWAY
PAVEMENT
AG
M
ADJUST CASTINGAC
SAWING BITUMINOUS PAVEMENTB NOTE: PROTECT EXISTING CONCRETE, DECORATIVE
AND PAVER DRIVEWAYS (INCIDENTAL)
ECHO ROAD
MA
T
C
H
L
I
N
E
S
T
A
:
5
0
7
+
5
0
SE
E
B
E
L
O
W
SCALE IN FEET
0
H:
30 60
N
WSB
WSB PROJECT NO.:
SCALE:
PLAN BY:
DESIGN BY:
CHECK BY:
SHEET
C.P.OF
I H
E
R
E
B
Y
C
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0
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2
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.
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w
g
8/
1
7
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2
0
1
7
1
2
:
0
8
:
5
0
P
M
AS SHOWN
12
REMOVAL PLANS
02925-400
GMD
GMD TK
GI
N
A
M
.
D
U
L
L
I
N
G
E
R
07
/
2
4
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1
7
45
4
8
9
20
1
7
S
T
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E
E
T
R
E
C
L
A
M
A
T
I
O
N
IM
P
R
O
V
E
M
E
N
T
P
R
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E
C
T
SH
O
R
E
W
O
O
D
,
M
I
N
N
E
S
O
T
A
7717-13
LOCATION
STATE
H
W
Y
N
O
7
CO
R
D
N
O
1
9
COU
N
T
R
Y
C
L
U
B
R
D
SMITHTOWN RD
YELLOWSTON
E
T
R
STATE HWY NO 7
EUR
E
K
A
R
D
GLEN RD
M
A
T
C
H
L
I
N
E
S
T
A
:
5
1
3
+
0
0
S
E
E
S
H
E
E
T
1
3
SCALE IN FEET
0
H:
30 60
N
MA
T
C
H
L
I
N
E
S
T
A
:
5
0
7
+
5
0
SEE
A
B
O
V
E
STRIM: 967.89INV:INV:INV:INV:INV:INV:STRIM: 969.61INV:INV:INV:INV:INV:INV:36"
48"
24"
ST
RIM: 970.28INV:INV:INV:INV:INV:INV:
RIM: 967.32INV:INV:INV:INV:INV:INV:
STRIM: 973.72INV:INV:INV:INV:INV:INV:
STRIM: 973.16INV:INV:INV:INV:INV:INV:
RIM: 972.66INV:INV:INV:INV:INV:INV:
RIM: 970.03INV:INV:INV:INV:INV:INV:
RIM: 969.85INV:INV:INV:INV:INV:INV:
COM COM
CO
M
COM
COM COM
CO
M
COM COM
COM
COM
COM
COM
COM COM COM
COM
COM
COM
COM
CO
M
CO
M
CO
M
CO
M
CO
M
F/
O
F/
O
F/
O
F/
O
F/
O
F/
O
F/
O
F/
O
G
G
G
G
G
G G G G G G G
G
G
G G G G G G G G G G
G
s s s
s
S
T
ST
ST
ST
ST
ST
5730
5720
5690 5680
5670
5665
5675
5685
5705
57155725
C
O
U
N
T
Y
R
O
A
D
1
9
AC
AC
AC
M M M
MM
MM
MM
AG
AG
B B
B
B
B
B
B
B
B
513+00 514+00 515+00
516+00
517+00 518+00
519+00
520+00520+17
ADJUST GATE VALVE
REMOVE CURB/CURB AND GUTTER
RECLAIM BITUMINOUS PAVEMENT
(FULL DEPTH)
ST RM REMOVE STORM SEWER/CULVERT
REMOVE DRAINAGE STRUCTURE
TEMPORARY MAILBOX (AS DIRECTED
BY ENGINEER)
SALVAGE AND REPLACE SIGN
LEGEND
REMOVE BITUMINOUS DRIVEWAY
PAVEMENT
AG
M
ADJUST CASTINGAC
SAWING BITUMINOUS PAVEMENTB NOTE: PROTECT EXISTING CONCRETE, DECORATIVE
AND PAVER DRIVEWAYS (INCIDENTAL)
ECHO ROAD
SCALE IN FEET
0
H:
30 60
N
MA
T
C
H
L
I
N
E
S
T
A
:
5
1
3
+
0
0
SE
E
S
H
E
E
T
12
WSB
WSB PROJECT NO.:
SCALE:
PLAN BY:
DESIGN BY:
CHECK BY:
SHEET
C.P.OF
I H
E
R
E
B
Y
C
E
R
T
I
F
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A
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T
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I
S
P
L
A
N
,
S
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A
T
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N
,
OR
R
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T
W
A
S
P
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A
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B
Y
M
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N
D
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M
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DI
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C
T
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U
P
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I
S
I
O
N
A
N
D
T
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A
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A
M
A
D
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L
Y
LIC
E
N
S
E
D
P
R
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F
E
S
S
I
O
N
A
L
E
N
G
I
N
E
E
R
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N
D
E
R
T
H
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LA
W
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T
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A
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N
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A
.
LI
C
.
N
O
:
DA
T
E
:
RE
V
I
S
I
O
N
S
NO
.
DA
T
E
DE
S
C
R
I
P
T
I
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K:
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0
2
9
2
5
-
4
0
0
\
C
a
d
\
P
l
a
n
\
0
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-
C
-
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P
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A
N
.
d
w
g
8/
1
7
/
2
0
1
7
1
2
:
0
9
:
1
2
P
M
AS SHOWN
13
REMOVAL PLANS
02925-400
GMD
GMD TK
GI
N
A
M
.
D
U
L
L
I
N
G
E
R
07
/
2
4
/
1
7
45
4
8
9
20
1
7
S
T
R
E
E
T
R
E
C
L
A
M
A
T
I
O
N
IM
P
R
O
V
E
M
E
N
T
P
R
O
J
E
C
T
SH
O
R
E
W
O
O
D
,
M
I
N
N
E
S
O
T
A
7717-13
LOCATION
STATE
H
W
Y
N
O
7
CO
R
D
N
O
1
9
COU
N
T
R
Y
C
L
U
B
R
D
SMITHTOWN RD
YELLOWSTON
E
T
R
STATE HWY NO 7
EUR
E
K
A
R
D
GLEN RD
REMOVE CONCRETE
CURB AND GUTTER
RIM: 949.25INV:INV:INV:INV:INV:INV:RIM: 948.43INV:INV:INV:INV:INV:INV:GGGGGGG
G
G
G
G
G
G
G
G
G
G
G
OHEOHEOHEOHEOHE
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
COMCOMCOM
CO
M
CO
M
CO
M
CO
M
CO
M
CO
M
CO
M
CO
M
CO
M
CO
M
COMCOMCOMCOMCOMCOM
CO
M
COMCOMCOMCOMCOMCOMCOM
CO
M
CO
M
CO
M
CO
M
CO
M
CO
M
CO
M
CO
M
CO
M
CO
M
CO
M
CO
M
GGGGGGGG
G
G
s
s
sSTSMITHTOWN ROAD5935
BRENTRIDGE
D
R
59
0
5
58
7
5
100+00101+00102+00
10
3
+
0
0
10
4
+
0
0
10
5
+
0
0
10
6
+
0
0
10
7
+
0
0
ST MATCH EXISTINGBITUMINOUSSTA 100+45.20 500050015002 5000INV: ??? (E)4' MIN. BUILD TYPE: 2' X 3'STA: 100+63.72, -17.09' LTTC: 948.405001INV: ??? (S)4' MIN. BUILD TYPE: 2' X 3'STA: 100+63.74, 10.99' RTTC: 948.40INV:??? (W)5002INV: ??? (S)4' MIN. BUILD TYPE: 2' X 3'STA: 100+41.70, 31.98' RTTC: 949.309109209309409509609709809901000
91
0
92
0
93
0
94
0
95
0
96
0
97
0
98
0
99
0
10
0
0
949.1949.9950.8951.7952.5
953.5
954.5
955.7
956.8
957.8
958.9
959.8
960.6
961.4
961.9
961.8
949.15949.82950.82951.82952.82
953.82
954.82
955.82
956.82
957.82
958.82
959.82
960.78
961.46
961.84
961.90
100+00100+50101+00101+50102+00102+50
10
3
+
0
0
10
3
+
5
0
10
4
+
0
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6
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5
0
10
7
+
0
0
10
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+
5
0
10
8
+
0
0
-0.50%
2.
0
0
%
PVIS:100+45.20PVIE:949.18PVIS:100+63.50PVIE:949.09
PV
I
S
:
1
0
7
+
2
5
.
0
0
PV
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E
:
9
6
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.
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:
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:
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2
BITUMINOUS PAVEMENT LEGENDBITUMINOUS DRIVEWAYPAVEMENTNOTE: PROTECT EXISTING CONCRETE,DECORATIVE AND PAVER DRIVEWAYS(INCIDENTAL)
HO
W
A
R
D
S
P
O
I
N
T
R
O
A
D
MATCHLINE STA: 107+00
SEE SHEET 15
SC
A
L
E
I
N
F
E
E
T
0
H:
30
60
SC
A
L
E
I
N
F
E
E
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0
V:
10
20
N
W
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E
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T
N
O
.
:
SC
A
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:
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A
N
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Y
:
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S
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:
CH
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:
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P
.
OF
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,
OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULY
LICENSED PROFESSIONAL ENGINEER UNDER THE
LAWS OF THE STATE OF MINNESOTA.
LIC. NO:DATE:
REVISIONS
NO.DATE DESCRIPTION
K:\02925-400\Cad\Plan\02925-400-C-CONS-PLAN.dwg 8/17/2017 12:18:01 PM
AS
S
H
O
W
N
14
CO
N
S
T
R
U
C
T
I
O
N
PL
A
N
S
02
9
2
5
-
4
0
0
GM
D
GM
D
TK
GINA M. DULLINGER
07/24/17 45489
2017 STREET RECLAMATION
IMPROVEMENT PROJECT
SHOREWOOD, MINNESOTA77
17
-
1
3
LO
C
A
T
I
O
N
BIR
C
H
B
L
U
F
F
R
D
EUREKA RD
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N
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GRANT LORENZ RD
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E
R
D
WO
O
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S
I
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E
R
D
SM
I
T
H
T
O
W
N
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D
EDG
E
W
O
O
D
R
D
CONNECT TO EXISTINGSTORM SEWERCONNECT TO EXISTINGSTORM SEWERCONNECT TO EXISTINGSTORM SEWER B618 CONCRETECURB AND GUTTERR25' (FACE) (TYP)B618 CONCRETECURB AND GUTTER
"
GGGGGGG
G
G
G
G
G
G
G
G
G
G
G
OHEOHEOHEOHEOHEOHEOH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
COMCOMCOMCOMCOMCOMCOM
CO
M
CO
M
CO
M
CO
M
CO
M
CO
M
CO
M
CO
M
CO
M
CO
M
CO
M
COMCOMCOMCOMCOMCOMCOM
CO
M
CO
M
CO
M
CO
M
CO
M
CO
M
CO
M
CO
M
CO
M
CO
M
CO
M
s
s
s
5845
58
1
5
57
8
5
27
5
0
5
B
R
Y
N
M
A
W
R
P
L
107+00108+00109+00
11
0
+
0
0
11
1
+
0
0
11
2
+
0
0
11
3
+
0
0
915 920 930 940 950 960 970 980 990 1000
91
5
92
0
93
0
94
0
95
0
96
0
97
0
98
0
99
0
10
0
0
961.0961.4961.9961.8961.4961.1960.9
960.8
960.9
961.3
962.0
963.1
964.8
966.5
967.4
967.9
967.5
966.7
961.16961.46961.84961.90961.69961.44961.19
960.94
960.90
961.29
961.96
963.14
964.82
966.48
967.58
968.03
967.83
967.10
107+00107+50108+00108+50109+00109+50
11
0
+
0
0
11
0
+
5
0
11
1
+
0
0
11
1
+
5
0
11
2
+
0
0
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+
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0
11
3
+
0
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3
+
5
0
11
4
+
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+
5
0
11
5
+
0
0
-0.50%
1.
2
0
%
3.
5
0
%
PV
I
S
:
1
1
0
+
5
0
.
0
0
PV
I
E
:
9
6
0
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6
9
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:
1
.
7
0
K:
5
8
.
8
2
10
0
.
0
0
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V
C
BVCS:110+00.00
BVCE:960.94
EVCS:111+00.00
EVCE:961.29
LP
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:
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1
0
+
2
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4
1
LP
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:
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:
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BVCS:111+25.00
BVCE:961.59
EVCS:112+25.00
EVCE:963.94
PV
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:
1
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0
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0
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:
9
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BVCS:114+75.00
BVCE:967.49
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1.
2
0
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5
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PVIS:107+25.00PVIE:962.32AD:2.50K:80.00200.00' VCEVCS:108+25.00EVCE:961.82HP STA:107+85.00HP ELEV:961.92
PV
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:
1
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BVCS:112+75.00
BVCE:965.69
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EVCE:967.49
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S
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:
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V
:
9
6
8
.
0
5
BITUMINOUS PAVEMENT LEGENDBITUMINOUS DRIVEWAYPAVEMENTNOTE: PROTECT EXISTING CONCRETE,DECORATIVE AND PAVER DRIVEWAYS(INCIDENTAL)MATCHLINE STA: 107+00SEE SHEET 14
HO
W
A
R
D
S
P
O
I
N
T
R
O
A
D
MATCHLINE STA: 113+50
SEE SHEET 16
SC
A
L
E
I
N
F
E
E
T
0
H:
30
60
SC
A
L
E
I
N
F
E
E
T
0
V:
10
20
N
W
S
B
WS
B
P
R
O
J
E
C
T
N
O
.
:
SC
A
L
E
:
PL
A
N
B
Y
:
DE
S
I
G
N
B
Y
:
CH
E
C
K
B
Y
:
SH
E
E
T
C.
P
.
OF
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,
OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULY
LICENSED PROFESSIONAL ENGINEER UNDER THE
LAWS OF THE STATE OF MINNESOTA.
LIC. NO:DATE:
REVISIONS
NO.DATE DESCRIPTION
K:\02925-400\Cad\Plan\02925-400-C-CONS-PLAN.dwg 8/17/2017 12:18:27 PM
AS
S
H
O
W
N
15
CO
N
S
T
R
U
C
T
I
O
N
PL
A
N
S
02
9
2
5
-
4
0
0
GM
D
GM
D
TK
GINA M. DULLINGER
07/24/17 45489
2017 STREET RECLAMATION
IMPROVEMENT PROJECT
SHOREWOOD, MINNESOTA77
17
-
1
3
LO
C
A
T
I
O
N
BIR
C
H
B
L
U
F
F
R
D
EUREKA RD
SMI
T
H
T
O
W
N
R
D
GRANT LORENZ RD
NOB
L
E
R
D
WO
O
D
S
I
D
E
R
D
SM
I
T
H
T
O
W
N
R
D
EDG
E
W
O
O
D
R
D
RIM: 966.16INV:INV:INV:INV:INV:INV:RIM: 966.35INV:INV:INV:INV:INV:INV:STRIM: 965.36INV:INV:INV:INV:INV:INV:STRIM: 963.64INV:INV:INV:INV:INV:INV:RIM: 966.17INV:INV:INV:INV:INV:INV:RIM: 966.33INV:INV:INV:INV:INV:INV:
STRIM
:
9
6
4
.
4
5
IN
V
:
IN
V
:
IN
V
:
IN
V
:
IN
V
:
IN
V
:
14
"
4"
GGGGGGGG
G
G
G
G
G
G
G
G
G
G
G
OHEOHEOHEOHEOHEOHEOHEOH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
COMCOMCOMCOMCOMCOMCOM
CO
M
CO
M
CO
M
CO
M
CO
M
CO
M
CO
M
CO
M
CO
M
CO
M
CO
M
COMCOMCOMCOM COM COMCOMCOMCOMCOM
CO
M
CO
M
CO
M
CO
M
CO
M
CO
M
CO
M
CO
M
CO
M
CO
M
CO
M
G G
G
G
s
s
s 27505 BRYNMAWR PL
27
5
4
0
B
R
Y
N
M
A
W
R
P
L
27
5
8
5
W
O
O
D
S
I
D
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R
D
5755 57
3
5
57
0
5
BRYNMAWR PL
BRE
N
T
R
I
D
G
E
D
R
114+00115+00116+00
11
7
+
0
0
11
8
+
0
0
11
9
+
0
0
12
0
+
0
0
ST
915 920 930 940 950 960 970 980 990 1000
91
5
92
0
93
0
94
0
95
0
96
0
97
0
98
0
99
0
10
0
0
967.0967.4967.9967.5966.7966.1965.9
965.9
966.2
966.7
967.0
967.2
965.6
964.2
962.9
961.9
960.5
959.1
967.12967.58968.03967.83967.10966.52966.21
966.17
966.40
966.87
967.29
966.97
965.80
964.47
963.14
961.81
960.48
959.15
113+50114+00114+50115+00115+50116+00
11
6
+
5
0
11
7
+
0
0
11
7
+
5
0
11
8
+
0
0
11
8
+
5
0
11
9
+
0
0
11
9
+
5
0
12
0
+
0
0
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0
+
5
0
12
1
+
0
0
12
1
+
5
0
1.
0
0
%
-2
.
6
6
%
PVIS:113+75.00PVIE:969.19AD:5.20K:38.46200.00' VCEVCS:114+75.00EVCE:967.49HP STA:114+09.62HP ELEV:968.05
PV
I
S
:
1
1
8
+
3
0
.
0
0
PV
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:
9
6
7
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6
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:
3
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6
6
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7
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.
0
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BVCS:117+80.00
BVCE:967.17
EVCS:118+80.00
EVCE:966.33
HP
S
T
A
:
1
1
8
+
0
7
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3
1
HP
E
L
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:
9
6
7
.
3
0
BVCS:121+50.00
BVCE:959.15
PVIS:116+00.00PVIE:965.37AD:2.70K:92.59250.00' VCBVCS:114+75.00BVCE:967.49
EVCS:117+25.00
EVCE:966.62
LP STA:116+32.41LP ELEV:966.15
1.
0
0
%
-2
.
6
6
%
PVIS:113+75.00PVIE:969.19AD:5.20K:38.46200.00' VCEVCS:114+75.00EVCE:967.49HP STA:114+09.62HP ELEV:968.05
PV
I
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:
1
1
8
+
3
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0
0
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:
9
6
7
.
6
7
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:
3
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6
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K:2
7
.
3
1
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0
.
0
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BVCS:117+80.00
BVCE:967.17
EVCS:118+80.00
EVCE:966.33
HP
S
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A
:
1
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+
0
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3
1
HP
E
L
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:
9
6
7
.
3
0
BVCS:121+50.00
BVCE:959.15
PVIS:116+00.00PVIE:965.37AD:2.70K:92.59250.00' VCBVCS:114+75.00BVCE:967.49
EVCS:117+25.00
EVCE:966.62
LP STA:116+32.41LP ELEV:966.15 BITUMINOUS PAVEMENT LEGENDBITUMINOUS DRIVEWAYPAVEMENTNOTE: PROTECT EXISTING CONCRETE,DECORATIVE AND PAVER DRIVEWAYS(INCIDENTAL)MATCHLINE STA: 113+50SEE SHEET 15
HO
W
A
R
D
S
P
O
I
N
T
R
O
A
D
MATCHLINE STA: 120+00
SEE SHEET 17
SC
A
L
E
I
N
F
E
E
T
0
H:
30
60
SC
A
L
E
I
N
F
E
E
T
0
V:
10
20
N
W
S
B
WS
B
P
R
O
J
E
C
T
N
O
.
:
SC
A
L
E
:
PL
A
N
B
Y
:
DE
S
I
G
N
B
Y
:
CH
E
C
K
B
Y
:
SH
E
E
T
C.
P
.
OF
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,
OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULY
LICENSED PROFESSIONAL ENGINEER UNDER THE
LAWS OF THE STATE OF MINNESOTA.
LIC. NO:DATE:
REVISIONS
NO.DATE DESCRIPTION
K:\02925-400\Cad\Plan\02925-400-C-CONS-PLAN.dwg 8/17/2017 12:19:04 PM
AS
S
H
O
W
N
16
CO
N
S
T
R
U
C
T
I
O
N
PL
A
N
S
02
9
2
5
-
4
0
0
GM
D
GM
D
TK
GINA M. DULLINGER
07/24/17 45489
2017 STREET RECLAMATION
IMPROVEMENT PROJECT
SHOREWOOD, MINNESOTA77
17
-
1
3
LO
C
A
T
I
O
N
BIR
C
H
B
L
U
F
F
R
D
EUREKA RD
SMI
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H
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O
W
N
R
D
GRANT LORENZ RD
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L
E
R
D
WO
O
D
S
I
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E
R
D
SM
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H
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O
W
N
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D
EDG
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O
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D
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D
MATCH EXIS
T
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CONCRETE
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AND GUTTE
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R
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N
D
G
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B618 CONCRETECURB AND GUTTERR25' (FACE) (TYP)CREATE LOW POINTBITUM
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4"STRIM: 958.08INV:INV:INV:INV:INV:INV:STRIM: 956.65INV:INV:INV:INV:INV:INV:7777955.44corrugated metal pipe TOP"7778954.35corrugated metal pipe INV"
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G G G G G GG
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OH
E
OH
E
OH
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OH
E
OH
E
OH
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OH
E
OH
E
OH
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OH
E
OH
E
OH
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E
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COM COM COM COM COMCOM COMCOM COMCOMCOMCOMCOMCOMCOMCOM
CO
M
CO
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CO
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CO
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CO
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CO
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CO
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CO
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CO
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COMCOMCOMCOMCOM GG
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2
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27
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120+00 121+00 122+00
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900 910 920 930 940 950 960 970 980 990
90
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BITUMINOUS PAVEMENT LEGENDBITUMINOUS DRIVEWAYPAVEMENTNOTE: PROTECT EXISTING CONCRETE,DECORATIVE AND PAVER DRIVEWAYS(INCIDENTAL)MATCHLINE STA: 120+00SEE SHEET 16
HO
W
A
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:
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I
G
N
B
Y
:
CH
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C
K
B
Y
:
SH
E
E
T
C.
P
.
OF
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,
OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULY
LICENSED PROFESSIONAL ENGINEER UNDER THE
LAWS OF THE STATE OF MINNESOTA.
LIC. NO:DATE:
REVISIONS
NO.DATE DESCRIPTION
K:\02925-400\Cad\Plan\02925-400-C-CONS-PLAN.dwg 8/17/2017 12:19:33 PM
AS
S
H
O
W
N
17
CO
N
S
T
R
U
C
T
I
O
N
PL
A
N
S
02
9
2
5
-
4
0
0
GM
D
GM
D
TK
GINA M. DULLINGER
07/24/17 45489
2017 STREET RECLAMATION
IMPROVEMENT PROJECT
SHOREWOOD, MINNESOTA77
17
-
1
3
LO
C
A
T
I
O
N
BIR
C
H
B
L
U
F
F
R
D
EUREKA RD
SMI
T
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T
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W
N
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GRANT LORENZ RD
NOB
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SM
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BI
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CONNECT TO EXISTINGSTORM SEWER
10
"
30
"
30
"
4"
24
"
30
"
30
"
G G G G GGG
G
G
G
G
G
G
G
G
G
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G
G
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OH
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OH
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OH
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OH
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OH
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OH
E
OH
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OH
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OH
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OH
E
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OH
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COMCOMCOM COM COMCOMCOM
CO
M
CO
M
CO
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CO
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CO
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CO
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CO
M
CO
M
CO
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CO
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CO
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CO
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CO
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CO
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CO
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CO
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CO
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CO
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CO
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CO
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CO
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CO
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CO
M
CO
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CO
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CO
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CO
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COMCOMCOMCOMCOMCOMCOM
s
s
5530
55
1
0
54
9
0
54
8
0
5565
55
2
5
54
6
5
128+00 129+00
13
0
+
0
0
13
1
+
0
0
13
2
+
0
0
13
3
+
0
0
13
4
+
0
0
890 900 910 920 930 940 950 960 970 980
89
0
90
0
91
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92
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93
0
94
0
95
0
96
0
97
0
98
0
948.2946.4945.0943.9943.0942.3941.5
940.6
938.6
936.3
934.7
933.4
932.8
932.5
932.4
932.6
933.6
933.9
948.00946.54945.08943.88942.98942.34
941.75
940.86
938.84
936.42
934.58
933.40
932.79
932.32
932.27
932.70
933.50
933.83
127+50128+00128+50129+00129+50130
+
0
0
13
0
+
5
0
13
1
+
0
0
13
1
+
5
0
13
2
+
0
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13
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+
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5
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13
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+
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13
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2
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0
0
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0
5
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PVIS:128+50.00PVIE:943.54AD:1.80K:83.15150.00' VCBVCS:127+75.00BVCE:945.79EVCS:129+25.00EVCE:942.64
PV
I
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:
1
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9
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BVCS:131+25.00
BVCE:937.59
EVCS:132+75.00
EVCE:933.05
PV
I
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:
1
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:
9
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PVIS:126+75.00PVIE:948.79AD:1.40K:71.43100.00' VCEVCS:127+25.00EVCE:947.29
PV
I
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:
9
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PV
I
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:
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9
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S
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:
1
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BITUMINOUS PAVEMENT LEGENDBITUMINOUS DRIVEWAYPAVEMENTNOTE: PROTECT EXISTING CONCRETE,DECORATIVE AND PAVER DRIVEWAYS(INCIDENTAL)MATCHLINE STA: 127+25SEE SHEET 17
HO
W
A
R
D
S
P
O
I
N
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SEE SHEET
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A
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E
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T
0
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30
60
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A
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E
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0
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10
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.
:
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A
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:
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A
N
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Y
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S
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N
B
Y
:
CH
E
C
K
B
Y
:
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E
E
T
C.
P
.
OF
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,
OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULY
LICENSED PROFESSIONAL ENGINEER UNDER THE
LAWS OF THE STATE OF MINNESOTA.
LIC. NO:DATE:
REVISIONS
NO.DATE DESCRIPTION
K:\02925-400\Cad\Plan\02925-400-C-CONS-PLAN.dwg 8/17/2017 12:19:58 PM
AS
S
H
O
W
N
18
CO
N
S
T
R
U
C
T
I
O
N
PL
A
N
S
02
9
2
5
-
4
0
0
GM
D
GM
D
TK
GINA M. DULLINGER
07/24/17 45489
2017 STREET RECLAMATION
IMPROVEMENT PROJECT
SHOREWOOD, MINNESOTA77
17
-
1
3
LO
C
A
T
I
O
N
BIR
C
H
B
L
U
F
F
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D
EUREKA RD
SMI
T
H
T
O
W
N
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D
GRANT LORENZ RD
NOB
L
E
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D
WO
O
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S
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R
D
SM
I
T
H
T
O
W
N
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EDG
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W
O
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D
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14"
24
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8608931.91co
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8638931.00corrugated metal pipe TOP"
8639930.20corrugated metal pipe INV"
8640930.64
corrugated metal pipe INV"
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GGGGGGGG
G
G
G
G
G
G
G
G
G
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OHEOHEOHEOHEOHEOHEOHE
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
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OH
E
OH
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OHE COMCOMCOMCOMCOMCOMCOMCO
M
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135+00136+00137
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890 900 910 920 930 940 950 960 970 980
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94
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932.4932.6933.6934.0934.3934.6934.8
934.8
934.7
934.4
934.1
933.7
933.3
933.1
933.2
933.7
934.6
935.7
932.43932.70933.50934.09934.40934.68934.92
934.97
934.80
934.43
934.03
933.63
933.23
933.02
933.21
933.80
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134+50135+00135+50136+00136+50137+00
13
7
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5
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8
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2.
3
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0.55%
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8
0
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2.
3
4
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0.55%PVIS:135+25.00PVIE:933.99AD:1.25K:80.00100.00' VCBVCS:134+75.00BVCE:933.09EVCS:135+75.00EVCE:934.27HP STA:135+75.00HP ELEV:934.27
PV
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:
1
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:
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3
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BVCS:136+75.00BVCE:934.82
EVCS:138+25.00
EVCE:934.63
HP
S
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:
1
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6
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1
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:
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PV
I
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:
1
4
1
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0
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:
9
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1
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6
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20
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0
0
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V
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BVCS:140+00.00
BVCE:933.23
EVCS:142+00.00
EVCE:934.77
LP
S
T
A
:
1
4
0
+
5
0
.
8
8
LP
E
L
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:
9
3
3
.
0
2
BITUMINOUS PAVEMENT LEGENDBITUMINOUS DRIVEWAYPAVEMENTNOTE: PROTECT EXISTING CONCRETE,DECORATIVE AND PAVER DRIVEWAYS(INCIDENTAL)MATCHLINE STA: 134+50SEE SHEET 18
HO
W
A
R
D
S
P
O
I
N
T
R
O
A
D
MATCHLINE STA: 141+50
SEE SHEET 20
SC
A
L
E
I
N
F
E
E
T
0
H:
30
60
SC
A
L
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I
N
F
E
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T
0
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10
20
N
W
S
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C
T
N
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.
:
SC
A
L
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:
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A
N
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:
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S
I
G
N
B
Y
:
CH
E
C
K
B
Y
:
SH
E
E
T
C.
P
.
OF
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,
OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULY
LICENSED PROFESSIONAL ENGINEER UNDER THE
LAWS OF THE STATE OF MINNESOTA.
LIC. NO:DATE:
REVISIONS
NO.DATE DESCRIPTION
K:\02925-400\Cad\Plan\02925-400-C-CONS-PLAN.dwg 8/17/2017 12:20:31 PM
AS
S
H
O
W
N
19
CO
N
S
T
R
U
C
T
I
O
N
PL
A
N
S
02
9
2
5
-
4
0
0
GM
D
GM
D
TK
GINA M. DULLINGER
07/24/17 45489
2017 STREET RECLAMATION
IMPROVEMENT PROJECT
SHOREWOOD, MINNESOTA77
17
-
1
3
LO
C
A
T
I
O
N
BIR
C
H
B
L
U
F
F
R
D
EUREKA RD
SMI
T
H
T
O
W
N
R
D
GRANT LORENZ RD
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L
E
R
D
WO
O
D
S
I
D
E
R
D
SM
I
T
H
T
O
W
N
R
D
EDG
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W
O
O
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CO
N
N
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C
T
T
O
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X
I
S
T
I
N
G
12
"
C
M
P
C
U
L
V
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R
T
EX
T
E
N
D
C
U
L
V
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1
0
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F
GR
A
D
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3
:
1
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P
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corrugated metal pipe TOP"corrugated metal pipe INV"
20
"
OHEOHEOHEOHEOHEOHEOHEOHE COM
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G G G G G G G G
s
s
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53
3
0
53
0
0
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D
R
D
55
3
1
5
5
2
6
5
142+00143+00144+
0
0
14
5
+
0
0
1
4
6
+
0
0
1
4
7
+
0
0
14
8
+
0
0
14
9
+
0
0
5004900910920930940950960970980990
90
0
91
0
92
0
93
0
94
0
95
0
96
0
97
0
98
0
99
0
933.4933.7934.6935.7937.0937.9938.6
939.5
941.6
945.1
949.2
952.2
953.5
954.1
954.5
954.4
954.2
953.8
933.46933.80934.77935.94937.08937.98938.64
939.46
941.68
945.28
949.08
952.10
953.55
954.19
954.54
954.56
954.26
953.68
141+50142+00142+50143+00143+50144+00
14
4
+
5
0
14
5
+
0
0
14
5
+
5
0
14
6
+
0
0
14
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14
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0
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14
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0
14
8
+
0
0
14
8
+
5
0
14
9
+
0
0
14
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+
5
0
2.34%1.25%
1.
3
5
%
-1
.
2
5
%
7.
6
0
%
2.34%1.25%
1.
3
5
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2
5
%
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6
0
%
PVIS:143+25.00PVIE:937.70AD:1.09K:91.37100.00' VCBVCS:142+75.00BVCE:936.53EVCS:143+75.00EVCE:938.33
PV
I
S
:
1
4
6
+
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0
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0
0
PV
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:
9
5
2
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8
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:
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1
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BVCS:146+00.00
BVCE:949.08
EVCS:147+00.00
EVCE:953.55
PV
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:
1
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9
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BVCS:147+25.00
BVCE:953.89
EVCS:149+25.00
EVCE:953.99
HP
S
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A
:
1
4
8
+
2
8
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8
5
HP
E
L
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:
9
5
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5
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PVIS:141+00.00PVIE:932.43AD:3.14K:63.60200.00' VCEVCS:142+00.00EVCE:934.77
PV
I
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:
1
4
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:
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BVCS:144+25.00
BVCE:938.95
EVCS:145+25.00
EVCE:943.38
BITUMINOUS PAVEMENT LEGENDBITUMINOUS DRIVEWAYPAVEMENTNOTE: PROTECT EXISTING CONCRETE,DECORATIVE AND PAVER DRIVEWAYS(INCIDENTAL)MATCHLINE STA: 141+50SEE SHEET 19
HO
W
A
R
D
S
P
O
I
N
T
R
O
A
D
SC
A
L
E
I
N
F
E
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T
0
H:
30
60
SC
A
L
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I
N
F
E
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T
0
V:
10
20
N
W
S
B
WS
B
P
R
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C
T
N
O
.
:
SC
A
L
E
:
PL
A
N
B
Y
:
DE
S
I
G
N
B
Y
:
CH
E
C
K
B
Y
:
SH
E
E
T
C.
P
.
OF
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,
OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULY
LICENSED PROFESSIONAL ENGINEER UNDER THE
LAWS OF THE STATE OF MINNESOTA.
LIC. NO:DATE:
REVISIONS
NO.DATE DESCRIPTION
K:\02925-400\Cad\Plan\02925-400-C-CONS-PLAN.dwg 8/17/2017 12:21:29 PM
AS
S
H
O
W
N
20
CO
N
S
T
R
U
C
T
I
O
N
PL
A
N
S
02
9
2
5
-
4
0
0
GM
D
GM
D
TK
GINA M. DULLINGER
07/24/17 45489
2017 STREET RECLAMATION
IMPROVEMENT PROJECT
SHOREWOOD, MINNESOTA77
17
-
1
3
LO
C
A
T
I
O
N
BIR
C
H
B
L
U
F
F
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0
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954.3954.5954.4954.2953.8952.6951.2
947.8
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941.7
938.7
935.4
932.8
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932.1
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947.98
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941.63
938.45
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15
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PVIS:154+25.00
PVIE:931.35
PVIS:148+25.00PVIE:955.24AD:2.60K:76.92200.00' VCEVCS:149+25.00EVCE:953.99HP STA:148+28.85HP ELEV:954.59 PVIS:150+25.00PVIE:952.74AD:5.10K:19.61100.00' VCBVCS:149+75.00BVCE:953.37EVCS:150+75.00
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BVCE:935.91
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EVCE:931.50
BITUMINOUS PAVEMENT LEGENDBITUMINOUS DRIVEWAYPAVEMENTNOTE: PROTECT EXISTING CONCRETE,DECORATIVE AND PAVER DRIVEWAYS(INCIDENTAL)MATCHLINE STA: 148+00SEE SHEET 20
HO
W
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:
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T
C.
P
.
OF
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,
OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULY
LICENSED PROFESSIONAL ENGINEER UNDER THE
LAWS OF THE STATE OF MINNESOTA.
LIC. NO:DATE:
REVISIONS
NO.DATE DESCRIPTION
K:\02925-400\Cad\Plan\02925-400-C-CONS-PLAN.dwg 8/17/2017 12:22:01 PM
AS
S
H
O
W
N
21
CO
N
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PL
A
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02
9
2
5
-
4
0
0
GM
D
GM
D
TK
GINA M. DULLINGER
07/24/17 45489
2017 STREET RECLAMATION
IMPROVEMENT PROJECT
SHOREWOOD, MINNESOTA77
17
-
1
3
LO
C
A
T
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N
BIR
C
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B
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D
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L
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D
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D
SM
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N
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D
EDG
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16
"
SRIM: 1023.82INV:INV:INV:INV:INV:INV:SRIM: 997.53INV:INV:INV:INV:INV:INV:14"14"16"RIM: 998.213.8INV:INV:INV:INV:INV:INV:RIM: 997.644.3INV:INV:INV:INV:INV:INV:RIM: 995.204INV:3.7INV:INV:INV:INV:INV:RIM: 998.785.8INV:INV:INV:INV:INV:INV:G G
G
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COM COM
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s s MURRAY HILL RD6180 MURRAY HILL RD23120
23
1
1
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1
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23115
200+00201+00202+00 203+00
2
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0
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20
6
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0
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207+00
208+00
MATCH EXISTINGBITUMINOUSSTA 200+49.00990100010101020103010401050106010701080
99
0
10
0
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10
1
0
10
2
0
10
3
0
10
4
0
10
5
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997.71002.91009.01015.61022.7
1029.5
1035.1
1039.9
1044.3
1048.3
1051.8
1055.5
1059.5
1062.5
1064.4
1065.2
994.65997.751002.691008.901015.511022.83
1029.75
1035.15
1039.76
1044.10
1048.11
1051.85
1055.55
1059.25
1062.58
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200+00200+50201+00201+50202+00202+50
20
3
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PVIS:200+00.00PVIE:994.65
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I
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:
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:
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PVIS:200+60.00PVIE:997.65AD:7.50K:13.33100.00' VCBVCS:200+10.00BVCE:995.15EVCS:201+10.00EVCE:1003.90 PVIS:202+00.00PVIE:1015.15AD:2.85K:35.06100.00' VCBVCS:201+50.00BVCE:1008.90EVCS:202+50.00EVCE:1022.83 BITUMINOUS PAVEMENT LEGENDBITUMINOUS DRIVEWAYPAVEMENTNOTE: PROTECT EXISTING CONCRETE,DECORATIVE AND PAVER DRIVEWAYS(INCIDENTAL)
SU
M
M
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T
A
V
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N
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C
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S
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23
SC
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0
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30
60
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A
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20
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.
:
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:
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A
N
B
Y
:
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S
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G
N
B
Y
:
CH
E
C
K
B
Y
:
SH
E
E
T
C.
P
.
OF
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,
OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULY
LICENSED PROFESSIONAL ENGINEER UNDER THE
LAWS OF THE STATE OF MINNESOTA.
LIC. NO:DATE:
REVISIONS
NO.DATE DESCRIPTION
K:\02925-400\Cad\Plan\02925-400-C-CONS-PLAN.dwg 8/17/2017 12:22:27 PM
AS
S
H
O
W
N
22
CO
N
S
T
R
U
C
T
I
O
N
PL
A
N
S
02
9
2
5
-
4
0
0
GM
D
GM
D
TK
GINA M. DULLINGER
07/24/17 45489
2017 STREET RECLAMATION
IMPROVEMENT PROJECT
SHOREWOOD, MINNESOTA77
17
-
1
3
LO
C
A
T
I
O
N
STA
T
E
H
W
Y
N
O
7
CO RD N
O
1
9
COUNTRY CLUB RD
SM
I
T
H
T
O
W
N
R
D
YE
L
L
O
W
S
T
O
N
E
T
R
STA
T
E
H
W
Y
N
O
7
EUREKA RD
GLE
N
R
D
BITUMINOUS CURBSEE TYPICAL SECTIONSHEET 5
BI
T
U
M
I
N
O
U
S
C
U
R
B
SE
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T
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P
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C
A
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T
5
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RIM
:
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0
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6
.
4
0
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V
:
IN
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:
IN
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:
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:
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:
S RIM: 1065.62INV:INV:INV:INV:INV:INV:40"36"4"4"4"4"4"24"36"2"4"2"2"2"2"10"
36
"
18
"
4"
10
"
16
"
6"6"4"
24
"
10
"4"
6"14
"
24
"
20
"
16
"
14
"
14
"
10
"
24"16"
G
G
G
G
GGGGGG COMCOMCOMCOMCOMCOMCOM
CO
M
CO
M
OHE OHE OHE OHEOHEOHEOHEOHEOHEOHEOH
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OH
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ss 23090 23080230702306023115SHOREWOODCHANHASSEN206+00 207+00208+00
20
9
+
0
0
21
0
+
0
0
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M
M
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1010 1020 1030 1040 1050 1060 1070 1080 1090 1100
10
1
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5
0
10
6
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10
7
0
10
8
0
10
9
0
11
0
0
1053.41055.51059.51062.51064.41065.21065.8
1066.4
1066.7
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1053.701055.551059.251062.581064.441065.131065.77206+00206+50207+00207+50208+00208+50
20
9
+
0
0
20
9
+
5
0
21
0
+
0
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21
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21
2
+
5
0
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0
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3
+
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0
21
4
+
0
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1.26%7.40%PVIS:208+53.44PVIE:1065.811.26%7.40%PVIS:208+53.44PVIE:1065.81 PVIS:207+15.00PVIE:1064.06AD:6.14K:16.29100.00' VCBVCS:206+65.00BVCE:1060.36EVCS:207+65.00EVCE:1064.69 BITUMINOUS PAVEMENT LEGENDBITUMINOUS DRIVEWAYPAVEMENTNOTE: PROTECT EXISTING CONCRETE,DECORATIVE AND PAVER DRIVEWAYS(INCIDENTAL)MATCHLINE STA: 206+00SEE SHEET 22
SU
M
M
I
T
A
V
E
N
U
E
SC
A
L
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I
N
F
E
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T
0
H:
30
60
SC
A
L
E
I
N
F
E
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T
0
V:
10
20
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W
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T
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O
.
:
SC
A
L
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:
PL
A
N
B
Y
:
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S
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G
N
B
Y
:
CH
E
C
K
B
Y
:
SH
E
E
T
C.
P
.
OF
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,
OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULY
LICENSED PROFESSIONAL ENGINEER UNDER THE
LAWS OF THE STATE OF MINNESOTA.
LIC. NO:DATE:
REVISIONS
NO.DATE DESCRIPTION
K:\02925-400\Cad\Plan\02925-400-C-CONS-PLAN.dwg 8/17/2017 12:22:52 PM
AS
S
H
O
W
N
23
CO
N
S
T
R
U
C
T
I
O
N
PL
A
N
S
02
9
2
5
-
4
0
0
GM
D
GM
D
TK
GINA M. DULLINGER
07/24/17 45489
2017 STREET RECLAMATION
IMPROVEMENT PROJECT
SHOREWOOD, MINNESOTA77
17
-
1
3
LO
C
A
T
I
O
N
STA
T
E
H
W
Y
N
O
7
CO RD N
O
1
9
COUNTRY CLUB RD
SM
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T
H
T
O
W
N
R
D
YE
L
L
O
W
S
T
O
N
E
T
R
STA
T
E
H
W
Y
N
O
7
EUREKA RD
GLE
N
R
D
BITUMINOUS CURBSEE TYPICAL SECTIONSHEET 5
30"30"
30
"
24
"
18
"
24
"
24
"
40
"
6"20
"
4"
2"
2"
24
"
2"
16
"
30
"
12"16"10"14"4"STRIM: 940.674INV:3.6INV:INV:INV:INV:INV:STRIM: 941.373.2INV:INV:INV:INV:INV:INV:
CO
M
CO
M
CO
M
CO
M
CO
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COM
COM
CO
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CO
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s
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26440 26420
26
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26
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3
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26395 26445 300+00 301+00
30
2
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0
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304
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0
0
305
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.
8
3
900 910 920 930 940 950 960 970 980 990
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0
91
0
92
0
93
0
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0
95
0
96
0
97
0
98
0
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0
942.4941.8942.2942.4
942.8
943.4
944.4
945.9
947.8
949.8
951.6
952.7
941.81942.16942.51
942.86
943.43
944.45
945.91
947.81
949.93
951.73
952.88
299+00299+50300+00300+50301+00301+50
30
2
+
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0
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+
5
0
30
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5
0
30
4
+
0
0
30
4
+
5
0
30
5
+
0
0
30
5
+
5
0
30
6
+
0
0
30
6
+
5
0
30
7
+
0
0
0.70%
4.
2
5
%
0.70%
4.
2
5
%
PVIS:300+06.21PVIE:941.50
PVIS:305+50.00
PVIE:952.88
PV
I
S
:
3
0
5
+
0
0
.
0
0
PV
I
E
:
9
5
2
.
0
6
AD
:
2
.
6
0
K:
3
8
.
4
6
10
0
.
0
0
'
V
C
BVCS:304+50.00
BVCE:949.93
EVCS:305+50.00
EVCE:952.88
PV
I
S
:
3
0
3
+
0
0
.
0
0
PV
I
E
:
9
4
3
.
5
6
AD
:
3
.
5
5
K:
5
6
.
3
4
20
0
.
0
0
'
V
C
BVCS:302+00.00
BVCE:942.86
EVCS:304+00.00
EVCE:947.81
BITUMINOUS PAVEMENT LEGENDBITUMINOUS DRIVEWAYPAVEMENTNOTE: PROTECT EXISTING CONCRETE,DECORATIVE AND PAVER DRIVEWAYS(INCIDENTAL)
OA
K
R
I
D
G
E
C
I
R
C
L
E
SC
A
L
E
I
N
F
E
E
T
0
H:
30
60
SC
A
L
E
I
N
F
E
E
T
0
V:
10
20
N
W
S
B
WS
B
P
R
O
J
E
C
T
N
O
.
:
SC
A
L
E
:
PL
A
N
B
Y
:
DE
S
I
G
N
B
Y
:
CH
E
C
K
B
Y
:
SH
E
E
T
C.
P
.
OF
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,
OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULY
LICENSED PROFESSIONAL ENGINEER UNDER THE
LAWS OF THE STATE OF MINNESOTA.
LIC. NO:DATE:
REVISIONS
NO.DATE DESCRIPTION
K:\02925-400\Cad\Plan\02925-400-C-CONS-PLAN.dwg 8/17/2017 12:26:10 PM
AS
S
H
O
W
N
24
CO
N
S
T
R
U
C
T
I
O
N
PL
A
N
S
02
9
2
5
-
4
0
0
GM
D
GM
D
TK
GINA M. DULLINGER
07/24/17 45489
2017 STREET RECLAMATION
IMPROVEMENT PROJECT
SHOREWOOD, MINNESOTA77
17
-
1
3
LO
C
A
T
I
O
N
BIR
C
H
B
L
U
F
F
R
D
EUREKA RD
SMI
T
H
T
O
W
N
R
D
GRANT LORENZ RD
NOB
L
E
R
D
WO
O
D
S
I
D
E
R
D
SM
I
T
H
T
O
W
N
R
D
EDG
E
W
O
O
D
R
D
12"10"10"
6"
10"10"10"10"10"36"
24"
4""
20"
16"4""
12"14"
4"4"
4"14"6"
6"
6"
10"36"
4""
6"4""16"
18"
18"6"24"
8"
6"6"10"10"
8"
10"
6"
12"18"
14"8"
6"
10"12"12"
14"
G G G G G G G
G
G
G
G
G
G
G
G
G
CO
M
CO
M
CO
M
CO
M
COM COM COM COM COM COM
COM
COM COM
CO
M
CO
M
OHE OHE OHE OHE OHE
OHE
OHE
ss
28085 WOODSIDE RD
5715
5725
5735
5745
28115 WOODSIDE RD
400
+
0
0
401+00 402+00 403+00
404+00
MATCH EXISTING
BITUMINOUS
STA 400+53.26
WO
O
D
S
I
D
E
R
D
940
950
960
970
980
990
1000
1010
1020
1030
940
950
960
970
980
990
1000
1010
1020
1030
98
5
.
2
98
7
.
8
99
1
.
5
99
4
.
9
99
7
.
9
10
0
0
.
6
10
0
1
.
8
98
7
.
8
9
99
1
.
7
9
99
5
.
0
5
99
8
.
0
8
10
0
0
.
4
8
10
0
1
.
6
2
400+00 400+50 401+00 401+50 402+00 402+50 403+00 403+50 404+00 404+50 405+00 405+50 406+00 406+50 407+00 407+50 408+00
1.04%
4.39%
7.97%
6.05%
1.04%
4.39%
7.97%
6.05%
PV
I
S
:
4
0
0
+
5
3
.
2
6
PV
I
E
:
9
8
5
.
2
6
PV
I
S
:
4
0
3
+
7
2
.
6
7
PV
I
E
:
1
0
0
1
.
8
6
PVIS:401+60.00
PVIE:992.63
AD:1.92
K:25.99
50.00' VC
BV
C
S
:
4
0
1
+
3
5
.
0
0
BV
C
E
:
9
9
0
.
6
4
EV
C
S
:
4
0
1
+
8
5
.
0
0
EV
C
E
:
9
9
4
.
1
5
PVIS:403+00.00
PVIE:1001.10
AD:5.01
K:19.95
100.00' VC
BV
C
S
:
4
0
2
+
5
0
.
0
0
BV
C
E
:
9
9
8
.
0
8
EV
C
S
:
4
0
3
+
5
0
.
0
0
EV
C
E
:
1
0
0
1
.
6
2
PVIS:400+85.06
PVIE:986.66
AD:3.59
K:13.94
50.00' VC
BV
C
S
:
4
0
0
+
6
0
.
0
6
BV
C
E
:
9
8
5
.
5
6
EV
C
S
:
4
0
1
+
1
0
.
0
6
EV
C
E
:
9
8
8
.
6
5
BITUMINOUS PAVEMENT
LEGEND
BITUMINOUS DRIVEWAY
PAVEMENT
NOTE: PROTECT EXISTING CONCRETE,
DECORATIVE AND PAVER DRIVEWAYS
(INCIDENTAL)
KATHLEEN COURT
SCALE IN FEET
0
H:
30 60
SCALE IN FEET
0
V:
10 20
N
WSB
WSB PROJECT NO.:
SCALE:
PLAN BY:
DESIGN BY:
CHECK BY:
SHEET
C.P.OF
I H
E
R
E
B
Y
C
E
R
T
I
F
Y
T
H
A
T
T
H
I
S
P
L
A
N
,
S
P
E
C
I
F
I
C
A
T
I
O
N
,
OR
R
E
P
O
R
T
W
A
S
P
R
E
P
A
R
E
D
B
Y
M
E
O
R
U
N
D
E
R
M
Y
DI
R
E
C
T
S
U
P
E
R
V
I
S
I
O
N
A
N
D
T
H
A
T
I
A
M
A
D
U
L
Y
LIC
E
N
S
E
D
P
R
O
F
E
S
S
I
O
N
A
L
E
N
G
I
N
E
E
R
U
N
D
E
R
T
H
E
LA
W
S
O
F
T
H
E
S
T
A
T
E
O
F
M
I
N
N
E
S
O
T
A
.
LI
C
.
N
O
:
DA
T
E
:
RE
V
I
S
I
O
N
S
NO
.
DA
T
E
DE
S
C
R
I
P
T
I
O
N
K:
\
0
2
9
2
5
-
4
0
0
\
C
a
d
\
P
l
a
n
\
0
2
9
2
5
-
4
0
0
-
C
-
C
O
N
S
-
P
L
A
N
.
d
w
g
8/
1
7
/
2
0
1
7
1
2
:
2
6
:
5
0
P
M
AS SHOWN
25
CONSTRUCTION
PLANS
02925-400
GMD
GMD TK
GI
N
A
M
.
D
U
L
L
I
N
G
E
R
07
/
2
4
/
1
7
45
4
8
9
20
1
7
S
T
R
E
E
T
R
E
C
L
A
M
A
T
I
O
N
IM
P
R
O
V
E
M
E
N
T
P
R
O
J
E
C
T
SH
O
R
E
W
O
O
D
,
M
I
N
N
E
S
O
T
A
7717-13
LOCATION
BIRCH BLUFF RD
EU
R
E
K
A
R
D
SMITHTOWN RD
GRA
N
T
L
O
R
E
N
Z
R
D
NOBLE RD
WOODSIDE RD
SMITHTOWN RD
EDGEWOOD RD
BITUMINOUS CURB - 45 LF
AS DIRECTED BY ENGINEER
MATCH EXISTING EDGE OF
BITUMINOUS
BITUMINOUS CURB - 25 LF
AS DIRECTED BY ENGINEER
MATCH EXISTING EDGE OF
BITUMINOUS
24"16"24"20"
5085
966
.
1
3
ductil
e
i
r
o
n
p
i
p
e
T
O
P
"
508
6
964
.
7
4
duct
i
l
e
i
r
o
n
p
i
p
e
I
N
V
"
5100968.02corrugated metal pipe TOP"
5101967.20corrugated metal pipe INV"
5103967.65corrugated metal pipe TOP"
5104966.90corrugated metal pipe INV"
5211967.03ductile iron pipe TOP"
5212965.99ductile iron pipe INV"
6"8"54"
4""
44"
4""36"
CO
M
CO
M
COM COM COM COM COM COM COM COM COM COM COM
CO
M
COM COM COM COM
G G G G G G G G G G G G G G G G G G G G G
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
OH
E
OH
E
OH
E
OH
E
s
s
s
C
O
U
N
T
R
Y
C
L
U
B
R
D
5795 COUNTRY CLUB RD 5830 5810
5800
5790
5785
579558055815
5825
500+00 501+00 502+00 503+00 504+00 505+00 506+00 507+00
MATCH EXISTING
BITUMINOUS
STA 500+42.10
5005
5006
5007
5008
5005
INV: 967.20 (E)
12" CMP APRON
STA: 501+84.63, -21.60' LT
5007
INV: 965.99 (N)
12" CMP APRON
STA: 502+28.31, 13.71' RT
5008
12" CMP APRON
STA: 502+24.52, -49.40' LT
INV:964.74 (S)
5006
12" CMP APRON
STA: 502+10.17, -21.92' LT
INV:966.90 (W)
920
930
940
950
960
970
980
990
1000
1010
920
930
940
950
960
970
980
990
1000
1010
97
6
.
9
97
2
.
9
97
0
.
4
96
8
.
4
96
8
.
1
96
8
.
3
96
8
.
7
96
9
.
6
97
0
.
3
97
1
.
2
97
2
.
3
97
3
.
0
97
3
.
4
97
2
.
5
97
2
.
4
97
2
.
6
97
6
.
8
9
97
3
.
1
6
97
0
.
3
8
96
8
.
7
1
96
8
.
0
8
96
8
.
2
1
96
8
.
9
4
96
9
.
7
7
97
0
.
5
9
97
1
.
4
2
97
2
.
2
4
97
3
.
0
7
97
3
.
4
6
97
2
.
6
9
97
2
.
3
2
97
2
.
5
1
500+00 500+50 501+00 501+50 502+00 502+50 503+00 503+50 504+00 504+50 505+00 505+50 506+00 506+50 507+00 507+50 508+00
-7.75%
-1.85%
1.65%
PV
I
S
:
5
0
0
+
4
2
.
1
0
PV
I
E
:
9
7
7
.
5
1
-7.75%
-1.85%
1.65%
PV
I
S
:
5
0
0
+
4
2
.
1
0
PV
I
E
:
9
7
7
.
5
1
PVIS:506+40.00
PVIE:973.73
AD:3.50
K:14.28
50.00' VC
BVCS:506+15.00
BVCE:973.32
EVCS:506+65.00
EVCE:973.26
HP STA:506+38.56
HP ELEV:973.51
PVIS:507+50.00
PVIE:971.69
AD:3.35
K:44.75
150.00' VC
BV
C
S
:
5
0
6
+
7
5
.
0
0
BV
C
E
:
9
7
3
.
0
8
LP STA:507+57.88
LP ELEV:972.31
PVIS:502+75.00
PVIE:967.71
AD:2.80
K:35.71
100.00' VC
BVCS:502+25.00
BVCE:968.28
EVCS:503+25.00
EVCE:968.53
LP STA:502+66.07
LP ELEV:968.04
PVIS:501+50.00
PVIE:969.14
AD:6.60
K:22.73
150.00' VC
BV
C
S
:
5
0
0
+
7
5
.
0
0
BV
C
E
:
9
7
4
.
9
6
EV
C
S
:
5
0
2
+
2
5
.
0
0
EV
C
E
:
9
6
8
.
2
8
BITUMINOUS PAVEMENT
LEGEND
BITUMINOUS DRIVEWAY
PAVEMENT
NOTE: PROTECT EXISTING CONCRETE,
DECORATIVE AND PAVER DRIVEWAYS
(INCIDENTAL)
ECHO ROAD
MA
T
C
H
L
I
N
E
S
T
A
:
5
0
7
+
5
0
SE
E
S
H
E
E
T
27
SCALE IN FEET
0
H:
30 60
SCALE IN FEET
0
V:
10 20
N
WSB
WSB PROJECT NO.:
SCALE:
PLAN BY:
DESIGN BY:
CHECK BY:
SHEET
C.P.OF
I H
E
R
E
B
Y
C
E
R
T
I
F
Y
T
H
A
T
T
H
I
S
P
L
A
N
,
S
P
E
C
I
F
I
C
A
T
I
O
N
,
OR
R
E
P
O
R
T
W
A
S
P
R
E
P
A
R
E
D
B
Y
M
E
O
R
U
N
D
E
R
M
Y
DI
R
E
C
T
S
U
P
E
R
V
I
S
I
O
N
A
N
D
T
H
A
T
I
A
M
A
D
U
L
Y
LIC
E
N
S
E
D
P
R
O
F
E
S
S
I
O
N
A
L
E
N
G
I
N
E
E
R
U
N
D
E
R
T
H
E
LA
W
S
O
F
T
H
E
S
T
A
T
E
O
F
M
I
N
N
E
S
O
T
A
.
LI
C
.
N
O
:
DA
T
E
:
RE
V
I
S
I
O
N
S
NO
.
DA
T
E
DE
S
C
R
I
P
T
I
O
N
K:
\
0
2
9
2
5
-
4
0
0
\
C
a
d
\
P
l
a
n
\
0
2
9
2
5
-
4
0
0
-
C
-
C
O
N
S
-
P
L
A
N
.
d
w
g
8/
1
7
/
2
0
1
7
1
2
:
2
7
:
2
0
P
M
AS SHOWN
26
CONSTRUCTION
PLANS
02925-400
GMD
GMD TK
GI
N
A
M
.
D
U
L
L
I
N
G
E
R
07
/
2
4
/
1
7
45
4
8
9
20
1
7
S
T
R
E
E
T
R
E
C
L
A
M
A
T
I
O
N
IM
P
R
O
V
E
M
E
N
T
P
R
O
J
E
C
T
SH
O
R
E
W
O
O
D
,
M
I
N
N
E
S
O
T
A
7717-13
LOCATION
STATE
H
W
Y
N
O
7
CO
R
D
N
O
1
9
COU
N
T
R
Y
C
L
U
B
R
D
SMITHTOWN RD
YELLOWSTON
E
T
R
STATE HWY NO 7
EUR
E
K
A
R
D
GLEN RD
FLASHING LED VEHICLE
RADAR STOP SIGN, SEE
DETAIL 1, SHEET 4
12" CM PIPE
CULVERT - 26 LF
12" CM PIPE
CULVERT - 63 LF
BITUMINOUS SPILLWAY
AT LOW POINT
SEE DETAIL 2, SHEET 4
BITUMINOUS SPILLWAY
AT LOW POINT
SEE DETAIL 2, SHEET 4
B618 CONCRETE
CURB AND GUTTER
R25' (FACE) (TYP)
FLASHING LED VEHICLE
RADAR STOP SIGN, SEE
DETAIL 1, SHEET 4
44"
36"
56"
2"2"
12"
40"
6"
5589969.82corrugated metal pipe TOP"
5590968.92corrugated metal pipe INV"
12"
5612969.22corrugated metal pipe INV"
5613970.26corrugated metal pipe TOP"
40"
36"
36"
8"
C
O
M
C
O
M
CO
M
CO
M
CO
M
CO
M
COM
COM COM COM
CO
M
COM
COM
COM
COM
COM
COM
C
O
M
COM
COM
COM
COM
COM
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
O
H
E
O
H
E
O
H
E
OH
E
OH
E
OHE
OHE
OHE
OHE
s
s
s
57
9
0
5780
5760
5750
5740
5735
5745
5755
5765
5775
572
5
50
7
+
0
0
50
8
+
0
0
509+00
510+00
511+
0
0
512+
0
0
513
+
0
0
5009
5010
5009
INV: 969.22 (E)
12" CMP APRON
STA: 510+83.85, -17.40' LT
5010
12" CMP APRON
STA: 511+08.40, 24.92' RT
INV:968.93 (W)
920
930
940
950
960
970
980
990
1000
1010
920
930
940
950
960
970
980
990
1000
1010
97
2
.
5
97
2
.
4
97
2
.
6
97
3
.
1
97
3
.
2
97
2
.
9
97
2
.
5
97
2
.
1
97
1
.
8
97
2
.
8
97
3
.
9
97
4
.
3
97
4
.
9
97
5
.
4
97
5
.
0
97
3
.
7
97
2
.
2
97
1
.
1
97
2
.
4
3
97
2
.
3
2
97
2
.
5
1
97
3
.
1
2
97
3
.
2
8
97
2
.
9
3
97
2
.
5
0
97
2
.
0
8
97
1
.
8
6
97
2
.
8
5
97
3
.
9
0
97
4
.
6
3
97
5
.
2
0
97
5
.
6
5
97
5
.
2
4
97
3
.
9
7
97
2
.
5
7
97
1
.
1
7
507+50 508+00 508+50 509+00 509+50 510+00 510+50 511+00 511+50 512+00 512+50 513+00 513+50 514+00 514+50 515+00 515+50
-0.85%2.40%-2.80%
1.15%
-0.85%2.40%-2.80%
1.15%
PVIS:512+00.00
PVIE:974.05
AD:1.25
K:80.00
100.00' VC
BV
C
S
:
5
1
1
+
5
0
.
0
0
BV
C
E
:
9
7
2
.
8
5
EV
C
S
:
5
1
2
+
5
0
.
0
0
EV
C
E
:
9
7
4
.
6
3
PVIS:508+75.00
PVIE:973.57
AD:2.35
K:42.55
100.00' VC
BVCS:508+25.00
BVCE:972.82
EVCS:509+25.00
EVCE:973.14
HP STA:508+88.83
HP ELEV:973.29
PVIS:513+75.00
PVIE:976.07
AD:3.95
K:25.32
100.00' VC
BV
C
S
:
5
1
3
+
2
5
.
0
0
BV
C
E
:
9
7
5
.
4
9
EV
C
S
:
5
1
4
+
2
5
.
0
0
EV
C
E
:
9
7
4
.
6
7
HP STA:513+54.11
HP ELEV:975.66
PVIS:507+50.00
PVIE:971.69
AD:3.35
K:44.75
150.00' VC
EV
C
S
:
5
0
8
+
2
5
.
0
0
EV
C
E
:
9
7
2
.
8
2
LP STA:507+57.88
LP ELEV:972.31
PVIS:511+00.00
PVIE:971.65
AD:3.25
K:15.38
50.00' VC
BV
C
S
:
5
1
0
+
7
5
.
0
0
BV
C
E
:
9
7
1
.
8
7
EV
C
S
:
5
1
1
+
2
5
.
0
0
EV
C
E
:
9
7
2
.
2
5
LP STA:510+88.08
LP ELEV:971.81
BV
C
S
:
5
1
5
+
5
0
.
0
0
BV
C
E
:
9
7
1
.
1
7
BITUMINOUS PAVEMENT
LEGEND
BITUMINOUS DRIVEWAY
PAVEMENT
NOTE: PROTECT EXISTING CONCRETE,
DECORATIVE AND PAVER DRIVEWAYS
(INCIDENTAL)
ECHO ROAD
M
A
T
C
H
L
I
N
E
S
T
A
:
5
1
3
+
0
0
S
E
E
S
H
E
E
T
2
8
SCALE IN FEET
0
H:
30 60
SCALE IN FEET
0
V:
10 20
N
WSB
WSB PROJECT NO.:
SCALE:
PLAN BY:
DESIGN BY:
CHECK BY:
SHEET
C.P.OF
I H
E
R
E
B
Y
C
E
R
T
I
F
Y
T
H
A
T
T
H
I
S
P
L
A
N
,
S
P
E
C
I
F
I
C
A
T
I
O
N
,
OR
R
E
P
O
R
T
W
A
S
P
R
E
P
A
R
E
D
B
Y
M
E
O
R
U
N
D
E
R
M
Y
DI
R
E
C
T
S
U
P
E
R
V
I
S
I
O
N
A
N
D
T
H
A
T
I
A
M
A
D
U
L
Y
LIC
E
N
S
E
D
P
R
O
F
E
S
S
I
O
N
A
L
E
N
G
I
N
E
E
R
U
N
D
E
R
T
H
E
LA
W
S
O
F
T
H
E
S
T
A
T
E
O
F
M
I
N
N
E
S
O
T
A
.
LI
C
.
N
O
:
DA
T
E
:
RE
V
I
S
I
O
N
S
NO
.
DA
T
E
DE
S
C
R
I
P
T
I
O
N
K:
\
0
2
9
2
5
-
4
0
0
\
C
a
d
\
P
l
a
n
\
0
2
9
2
5
-
4
0
0
-
C
-
C
O
N
S
-
P
L
A
N
.
d
w
g
8/
1
7
/
2
0
1
7
1
2
:
2
8
:
1
2
P
M
AS SHOWN
27
CONSTRUCTION
PLANS
02925-400
GMD
GMD TK
GI
N
A
M
.
D
U
L
L
I
N
G
E
R
07
/
2
4
/
1
7
45
4
8
9
20
1
7
S
T
R
E
E
T
R
E
C
L
A
M
A
T
I
O
N
IM
P
R
O
V
E
M
E
N
T
P
R
O
J
E
C
T
SH
O
R
E
W
O
O
D
,
M
I
N
N
E
S
O
T
A
7717-13
LOCATION
STATE
H
W
Y
N
O
7
CO
R
D
N
O
1
9
COU
N
T
R
Y
C
L
U
B
R
D
SMITHTOWN RD
YELLOWSTON
E
T
R
STATE HWY NO 7
EUR
E
K
A
R
D
GLEN RD
MA
T
C
H
L
I
N
E
S
T
A
:
5
0
7
+
5
0
SEE
S
H
E
E
T
26
12" CM PIPE
CULVERT - 49 LF
STRIM: 967.89INV:INV:INV:INV:INV:INV:STRIM: 969.61INV:INV:INV:INV:INV:INV:36"
48"
24"
ST
RIM: 970.28INV:INV:INV:INV:INV:INV:
RIM: 967.32INV:INV:INV:INV:INV:INV:
STRIM: 973.72INV:INV:INV:INV:INV:INV:
STRIM: 973.16INV:INV:INV:INV:INV:INV:
RIM: 972.66INV:INV:INV:INV:INV:INV:
RIM: 970.03INV:INV:INV:INV:INV:INV:
RIM: 969.85INV:INV:INV:INV:INV:INV:
COM COM
CO
M
COM
COM COM
CO
M
COM COM
COM
COM
COM
COM
COM COM COM
COM
COM
COM
COM
CO
M
CO
M
CO
M
CO
M
CO
M
F/
O
F/
O
F/
O
F/
O
F/
O
F/
O
F/
O
F/
O
G
G
G
G
G
G G G G G G G
G
G
G G G G G G G G G G
G
s s s
s
S
T
ST
ST
ST
ST
ST
5730
5720
5690 5680
5670
5665
5675
5685
5705
57155725
C
O
U
N
T
Y
R
O
A
D
1
9
513+00 514+00 515+00
516+00
517+00 518+00
519+00
520+00
MATCH EXISTING
BITUMINOUS
STA 519+65.37
5011
INV: 967.89 (E)
4' MIN. BUILD
TYPE: 48" ∅
STA: 515+78.83, -15.97' LT
TC: 969.91
5012
INV: 967.32 (E)
4' MIN. BUILD
TYPE: 48" ∅
STA: 515+80.87, 10.97' RT
TC: 970.27INV:967.32 (W)
5011
5012
920
930
940
950
960
970
980
990
1000
1010
920
930
940
950
960
970
980
990
1000
1010
97
4
.
6
97
4
.
9
97
5
.
4
97
5
.
0
97
3
.
7
97
2
.
2
97
1
.
1
97
0
.
6
97
1
.
5
97
3
.
7
97
6
.
2
97
7
.
6
97
7
.
3
97
5
.
1
97
2
.
7
97
4
.
9
2
97
5
.
2
0
97
5
.
6
5
97
5
.
2
4
97
3
.
9
7
97
2
.
5
7
97
1
.
1
7
97
0
.
5
6
97
1
.
5
5
97
3
.
8
5
97
6
.
2
8
97
7
.
9
4
97
7
.
2
7
97
4
.
9
8
97
2
.
6
5
513+00 513+50 514+00 514+50 515+00 515+50 516+00 516+50 517+00 517+50 518+00 518+50 519+00 519+50 520+00 520+50 521+00
4.85%-4.67%-2.80%
1.15%PV
I
S
:
5
1
9
+
6
5
.
3
7
PV
I
E
:
9
7
1
.
9
3
4.85%-4.67%-2.80%
1.15%PV
I
S
:
5
1
9
+
6
5
.
3
7
PV
I
E
:
9
7
1
.
9
3
PVIS:513+75.00
PVIE:976.07
AD:3.95
K:25.32
100.00' VC
BV
C
S
:
5
1
3
+
2
5
.
0
0
BV
C
E
:
9
7
5
.
4
9
EV
C
S
:
5
1
4
+
2
5
.
0
0
EV
C
E
:
9
7
4
.
6
7
HP STA:513+54.11
HP ELEV:975.66
PVIS:518+10.00
PVIE:979.19
AD:9.52
K:10.50
100.00' VC
BV
C
S
:
5
1
7
+
6
0
.
0
0
BV
C
E
:
9
7
6
.
7
6
EV
C
S
:
5
1
8
+
6
0
.
0
0
EV
C
E
:
9
7
6
.
8
5
HP STA:518+10.94
HP ELEV:978.00
PVIS:516+10.00
PVIE:969.49
AD:7.65
K:15.69
120.00' VC
BV
C
S
:
5
1
5
+
5
0
.
0
0
BV
C
E
:
9
7
1
.
1
7
EV
C
S
:
5
1
6
+
7
0
.
0
0
EV
C
E
:
9
7
2
.
4
0
LP STA:515+93.92
LP ELEV:970.55
BITUMINOUS PAVEMENT
LEGEND
BITUMINOUS DRIVEWAY
PAVEMENT
NOTE: PROTECT EXISTING CONCRETE,
DECORATIVE AND PAVER DRIVEWAYS
(INCIDENTAL)
ECHO ROAD
SCALE IN FEET
0
H:
30 60
SCALE IN FEET
0
V:
10 20
N
MA
T
C
H
L
I
N
E
S
T
A
:
5
1
3
+
0
0
SE
E
S
H
E
E
T
27
WSB
WSB PROJECT NO.:
SCALE:
PLAN BY:
DESIGN BY:
CHECK BY:
SHEET
C.P.OF
I H
E
R
E
B
Y
C
E
R
T
I
F
Y
T
H
A
T
T
H
I
S
P
L
A
N
,
S
P
E
C
I
F
I
C
A
T
I
O
N
,
OR
R
E
P
O
R
T
W
A
S
P
R
E
P
A
R
E
D
B
Y
M
E
O
R
U
N
D
E
R
M
Y
DI
R
E
C
T
S
U
P
E
R
V
I
S
I
O
N
A
N
D
T
H
A
T
I
A
M
A
D
U
L
Y
LIC
E
N
S
E
D
P
R
O
F
E
S
S
I
O
N
A
L
E
N
G
I
N
E
E
R
U
N
D
E
R
T
H
E
LA
W
S
O
F
T
H
E
S
T
A
T
E
O
F
M
I
N
N
E
S
O
T
A
.
LI
C
.
N
O
:
DA
T
E
:
RE
V
I
S
I
O
N
S
NO
.
DA
T
E
DE
S
C
R
I
P
T
I
O
N
K:
\
0
2
9
2
5
-
4
0
0
\
C
a
d
\
P
l
a
n
\
0
2
9
2
5
-
4
0
0
-
C
-
C
O
N
S
-
P
L
A
N
.
d
w
g
8/
1
7
/
2
0
1
7
1
2
:
2
8
:
4
0
P
M
AS SHOWN
28
CONSTRUCTION
PLANS
02925-400
GMD
GMD TK
GI
N
A
M
.
D
U
L
L
I
N
G
E
R
07
/
2
4
/
1
7
45
4
8
9
20
1
7
S
T
R
E
E
T
R
E
C
L
A
M
A
T
I
O
N
IM
P
R
O
V
E
M
E
N
T
P
R
O
J
E
C
T
SH
O
R
E
W
O
O
D
,
M
I
N
N
E
S
O
T
A
7717-13
LOCATION
STATE
H
W
Y
N
O
7
CO
R
D
N
O
1
9
COU
N
T
R
Y
C
L
U
B
R
D
SMITHTOWN RD
YELLOWSTON
E
T
R
STATE HWY NO 7
EUR
E
K
A
R
D
GLEN RD
12" RC PIPE - 27 LF
CONNECT TO
EXISTING 12" RCP
STORM SEWER
B618 CONCRETE
CURB AND GUTTER - 24 LF
0+00 1+00 2+00 3+00 4+00 5+00 6+00 6+57AC
SF SF SF SF SF SF SF SF
SF
SF
SF SF SF SF SF SF SF
SF SF SF SF SF SF SF SF
SF
SF
SF SF SF SF SF SF SFSFSFSFSFSFSFSFSF
SF
SF
SF SF SF SF SF SF SF
SF SF SF SF SF SF SF
SF
SF
SF
SF SF SF SF SF SF SF
5013
5014
5014
12" CMP APRON
STA: 3+48.43, 33.00' RT
INV:??? (W)
5013
INV: ??? (E)
12" CMP APRON
STA: 3+48.43, -33.00' LT
B B
EUREKA ROAD LOCATION
SCALE IN FEET
0
H:
30 60
N
WSB
WSB PROJECT NO.:
SCALE:
PLAN BY:
DESIGN BY:
CHECK BY:
SHEET
C.P.OF
I H
E
R
E
B
Y
C
E
R
T
I
F
Y
T
H
A
T
T
H
I
S
P
L
A
N
,
S
P
E
C
I
F
I
C
A
T
I
O
N
,
OR
R
E
P
O
R
T
W
A
S
P
R
E
P
A
R
E
D
B
Y
M
E
O
R
U
N
D
E
R
M
Y
DI
R
E
C
T
S
U
P
E
R
V
I
S
I
O
N
A
N
D
T
H
A
T
I
A
M
A
D
U
L
Y
LIC
E
N
S
E
D
P
R
O
F
E
S
S
I
O
N
A
L
E
N
G
I
N
E
E
R
U
N
D
E
R
T
H
E
LA
W
S
O
F
T
H
E
S
T
A
T
E
O
F
M
I
N
N
E
S
O
T
A
.
LI
C
.
N
O
:
DA
T
E
:
RE
V
I
S
I
O
N
S
NO
.
DA
T
E
DE
S
C
R
I
P
T
I
O
N
K:
\
0
2
9
2
5
-
4
0
0
\
C
a
d
\
P
l
a
n
\
0
2
9
2
5
-
4
0
0
-
C
-
S
T
R
T
_
S
T
R
M
-
P
L
A
N
.
d
w
g
8/
1
7
/
2
0
1
7
1
2
:
3
4
:
5
2
P
M
AS SHOWN
29
CONSTRUCTION
PLANS
02925-400
GMD
GMD TK
GI
N
A
M
.
D
U
L
L
I
N
G
E
R
07
/
2
4
/
1
7
45
4
8
9
20
1
7
S
T
R
E
E
T
R
E
C
L
A
M
A
T
I
O
N
IM
P
R
O
V
E
M
E
N
T
P
R
O
J
E
C
T
SH
O
R
E
W
O
O
D
,
M
I
N
N
E
S
O
T
A
7717-13
BIRCH BLUFF RD
EU
R
E
K
A
R
D
SMITHTOWN RD
GRA
N
T
L
O
R
E
N
Z
R
D
NOBLE RD
WOODSIDE RD
SMITHTOWN RD
EDGEWOOD RD
BEGIN REMOVE AND REPLACE
BITUMINOUS PAVEMENT
AS DIRECTED BY ENGINEER
MILL BITUMINOUS AT MATCH
POINT (INCIDENTAL)
SEE INSET A, SHEET 5 FOR
PAVEMENT SECTION
END REMOVE AND REPLACE
BITUMINOUS PAVEMENT
AS DIRECTED BY ENGINEER
MILL BITUMINOUS AT MATCH
POINT (INCIDENTAL)
REMOVE AND REPLACE EXISTING
12" CMP CULVERT - 66 LF
(MATCH EXISTING ELEVATIONS)
AS DIRECTED BY ENGINEER
ADJUST CASTING
(EXISTING SANITARY
MANHOLE)
PROVIDE INLET
PROTECTION
RANDOM RIPRAP
CLASS III - 8 CY
NOTES:
1.EROSION CONTROL BMP'S ARE REQUIRED. SEE SHEET 31
FOR EROSION CONTROL NOTES.
2.CONTRACTOR SHALL FIELD VERIFY CONDITIONS IN THE
FIELD PRIOR TO CONSTRUCTION.
ENVIRONMENTALLY
SENSITIVE AREA
ENVIRONMENTALLY
SENSITIVE AREA
4
YELLOWSTONE TRAIL/COUNTRY CLUB ROAD LOCATION
SCALE IN FEET
0
H:
30 60
N
WSB
WSB PROJECT NO.:
SCALE:
PLAN BY:
DESIGN BY:
CHECK BY:
SHEET
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30
CONSTRUCTION
PLANS
02925-400
GMD
GMD TK
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STATE HWY NO 7
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A
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D
GLEN RD
YELLOWSTONE TRAIL/LAKE LINDEN DRIVE
SCALE IN FEET
0
H:
30 60
N
FLASHING LED VEHICLE
RADAR STOP SIGN, SEE
DETAIL 1, SHEET 4
FLASHING LED VEHICLE
RADAR STOP SIGN, SEE
DETAIL 1, SHEET 4
FLAHSING LED VEHICLE
RADAR STOP SIGN, SEE
DETAIL 1, SHEET 4
FLAHSING LED VEHICLE
RADAR STOP SIGN, SEE
DETAIL 1, SHEET 4
TYPICAL CURB AND GUTTER AT INTERSECTION
R25'
FACE
5'
5'
B618 CONCRETE CURB
AND GUTTER (FIELD FIT)
DENOTES DIRECTION
OF EXISTING DRAINAGE
FLOW (TYPICAL)
NOT TO SCALE
REMOVE EXISTING BITUMINOUS
TRAIL TO CONSTRUCT PEDESTRIAN
CURB RAMP. PEDESTRIAN CURB RAMP
CONSISTS OF 6" CONCRETE WALK
(4" AGGREGATE BASE, INCIDENTAL)
AND TRUNCATED DOME PANELS
CSAH 19
SCALE IN FEET
0
H:
30 60
N
MATCH EXISTING CONCRETE
CURB AND GUTTER
NOTES:
1.EROSION CONTROL BMP'S ARE REQUIRED. SEE SHEET 31
FOR EROSION CONTROL NOTES.
2.CONTRACTOR SHALL FIELD VERIFY CONDITIONS IN THE
FIELD PRIOR TO CONSTRUCTION.
LEGENDFLOW DIRECTION (EXISTINGAND PROPOSED)WOOD FIBER BIOROLL STABILIZED CONSTRUCTION EXITEROSION CONTROL BLANKET CLASS III RIP RAP FOR OUTLETSILT FENCE SOD FOR DISTURBED AREASSEED MIX 36-211 @ 34.5 LB/ACREFOR DISTURBED AREAS ALONGSUMMIT AVENUE ONLY INLET PROTECTIONSF4RAPID STABILIZATIONMETHOD 4 1.ALL STREETS IN AND ADJACENT TO THE PROJECT SHALL REMAIN CLEAN AND PASSABLE ATALL TIMES. ADJACENT STREET AND CURB LINE TO BE SWEPT FREE OF DEBRIS AT THE END OFEACH WORK DAY, OR AS OFTEN AS NEEDED TO ENSURE PUBLIC SAFETY.2.A ROCK CONSTRUCTION ENTRANCE WILL BE PLACED AT ALL ENTRANCES THAT LEAD TO THEPROJECT SITE IN ACCORDANCE WITH THE STORMWATER POLLUTION PREVENTION PLAN ANDTHE APPROVED STANDARD DETAILS. FOR SUMMIT AVENUE, USE THE PROPOSED MUD MAT ATTHE CONSTRUCTION ENTRANCE.3.EROSION CONTROL MUST BE IN PLACE AND APPROVED BY THE ENGINEER BEFORE ANY PHASEOF CONSTRUCTION CAN BEGIN.4.INLET PROTECTION WILL BE INSTALLED AT ALL CATCH INLETS WITHIN THE PROJECT AREA PERSTANDARD DETAILS.5.ALL STORM SEWER STRUCTURES SHALL BE PROTECTED FROM INFILTRATION OF SILT DURINGCONSTRUCTION BY APPROVED INFILTRATION PROTECTION.6.STABILIZATION OF DISTURBED AREAS SHALL BE DONE BY PERMANENT TURF ESTABLISHMENTWHENEVER POSSIBLE.7.THE CONTRACTOR SHALL PROVIDE PERIMETER CONTROL DAY-TO-DAY AT DISTURBEDUNSTABILIZED AREAS WHERE EROSION OR SEDIMENTATION COULD BE A PROBLEM. THEENGINEER SHALL DIRECT THE CONTRACTOR AS TO WHERE PLACEMENT OF PERIMETERCONTROL WILL BE REQUIRED.8.ADDITIONAL EROSION AND SEDIMENT CONTROL MAY BE ADDED DURING ANY PHASE OFCONSTRUCTION AS DIRECTED BY THE ENGINEER.9.SILT FENCE AND/OR BIOROLL SHALL BE INSTALLED PRIOR TO ANY REMOVALS.10.IN THE EVENT THAT PERMANENT STABILIZATION CANNOT BE IMPLEMENTED WITHIN 7 DAYSAFTER CONSTRUCTION ACTIVITY IN THE DISTURBED AREA HAS CEASED, TEMPORARYSTABILIZATION BMPS MUST BE SCHEDULED TO OCCUR WITHIN THAT 7 DAY TIME FRAME(EXCEPT WHERE CALLED OUT BY NOTE #11)11.RAPID STABILIZATION METHOD 4 SHALL BE EMPLOYED WITHIN 200' OF UPSTREAM SIDE OFCULVERTS AND OF ALL DISCHARGE POINTS WITHIN 24 HOURS.12.CONTRACTOR TO BE RESPONSIBLE FOR ALL SEDIMENT AND EROSION CONTROL.13.ALL STOCKPILES MUST HAVE PERIMETER SEDIMENT CONTROL IMPLEMENTED ANDMAINTAINED AT ALL TIMES. STOCKPILES TO RECEIVE HYDROMULCH TYPE 3884.B IFUNWORKED FOR 7 DAYS.14.CONTRACTOR MUST SUBMIT A DEWATERING PLAN TO THE ENGINEER FOR APPROVAL 10 DAYSPRIOR TO ANY DEWATERING ON SITE. THE PLAN MUST INCLUDE A DEWATERING SYSTEMPRIOR TO DISCHARGING INTO RECEIVING WATER. THE DEWATERING PLAN MUST ENSURETHAT THE DISCHARGE WATER IS FREE OF SEDIMENT AND TURBID WATER IN ACCORDANCEWITH THE PROJECT SPEC. THE DEWATERING PLAN MUST ALSO INCLUDE A COMPONENT FORONSITE TESTING AND MONITORING OF TURBIDITY AND PH.EROSION CONTROL NOTES:
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OF
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MY
DIRECT SUPERVISION AND THAT I AM A DULY
LICENSED PROFESSIONAL ENGINEER UNDER THE
LAWS OF THE STATE OF MINNESOTA.
LIC. NO:DATE:
REVISIONS
NO.DATE DESCRIPTION
K:\02925-400\Cad\Plan\02925-400-C-EROS-PLAN.dwg 8/17/2017 9:19:17 AM
AS
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07/24/17 45489
2017 STREET RECLAMATION
IMPROVEMENT PROJECT
SHOREWOOD, MINNESOTA77
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I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,
OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULY
LICENSED PROFESSIONAL ENGINEER UNDER THE
LAWS OF THE STATE OF MINNESOTA.
LIC. NO:DATE:
REVISIONS
NO.DATE DESCRIPTION
K:\02925-400\Cad\Plan\02925-400-C-EROS-PLAN.dwg 8/17/2017 12:10:59 PM
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07/24/17 45489
2017 STREET RECLAMATION
IMPROVEMENT PROJECT
SHOREWOOD, MINNESOTA77
17
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.
OF
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,
OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULY
LICENSED PROFESSIONAL ENGINEER UNDER THE
LAWS OF THE STATE OF MINNESOTA.
LIC. NO:DATE:
REVISIONS
NO.DATE DESCRIPTION
K:\02925-400\Cad\Plan\02925-400-C-EROS-PLAN.dwg 8/17/2017 12:11:31 PM
AS
S
H
O
W
N
33
ER
O
S
I
O
N
CO
N
T
R
O
L
P
L
A
N
S
02
9
2
5
-
4
0
0
GM
D
GM
D
TK
GINA M. DULLINGER
07/24/17 45489
2017 STREET RECLAMATION
IMPROVEMENT PROJECT
SHOREWOOD, MINNESOTA77
17
-
1
3
LO
C
A
T
I
O
N
BIR
C
H
B
L
U
F
F
R
D
EUREKA RD
SMI
T
H
T
O
W
N
R
D
GRANT LORENZ RD
NOB
L
E
R
D
WO
O
D
S
I
D
E
R
D
SM
I
T
H
T
O
W
N
R
D
EDG
E
W
O
O
D
R
D
MATCHLINE STA: 120+00SEE ABOVE
MATCH
L
I
N
E
S
T
A
:
1
2
7
+
2
5
SEE SH
E
E
T
34
SC
A
L
E
I
N
F
E
E
T
0
H:
30
60
N
10
"
S
30
"
30
"
S
4"
24
"
30
"
30
"
G G G G GGG
G
G
G
G
G
G
G
G
G
G
G
G
G
G
OHE OHE OHE OHE OHE OHEOHEOHE
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
COMCOMCOMCOM COM COMCOMCOM
CO
M
CO
M
CO
M
CO
M
CO
M
CO
M
CO
M
CO
M
CO
M
CO
M
CO
M
CO
M
CO
M
CO
M
CO
M
CO
M
CO
M
CO
M
CO
M
CO
M
CO
M
CO
M
CO
M
CO
M
CO
M
CO
M
CO
M
COMCOMCOMCOMCOMCOMCOM 5530
55
1
0
54
9
0
54
8
0
5565
55
2
5
54
6
5
127+00 128+00 129+00
13
0
+
0
0
13
1
+
0
0
13
2
+
0
0
13
3
+
0
0
13
4
+
0
0
14"
S
S
24
"
16
"
14
"
GGGGGGGG
G
G
G
G
G
G
G
G
G
G
OHEOHEOHEOHEOHEOHEOHE
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OHE COMCOMCOMCOMCOMCOMCOMCO
M
CO
M
CO
M
CO
M
CO
M
CO
M
CO
M
CO
M
CO
M
CO
M
CO
M
CO
M
CO
M
CO
M
CO
M
CO
M
CO
M
CO
M
CO
M
CO
M
CO
M
CO
M
CO
M
CO
M
COMCOM COM COM COM COM COM
G
G
GG
G
G
5465
54
0
0
53
8
0
53
6
0
5465
54
0
0
53
8
0
53
7
5
EDGEWO
O
D
R
D
135+00136+00137
+
0
0
13
8
+
0
0
13
9
+
0
0
14
0
+
0
0
14
1
+
0
0
LE
G
E
N
D
FL
O
W
D
I
R
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C
T
I
O
N
(
E
X
I
S
T
I
N
G
AN
D
P
R
O
P
O
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E
D
)
WO
O
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F
I
B
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R
B
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L
L
ST
A
B
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L
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S
T
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B
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A
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SE
E
D
M
I
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3
6
-
2
1
1
@
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4
.
5
L
B
/
A
C
R
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R
D
I
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T
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R
B
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D
A
R
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A
S
A
L
O
N
G
SU
M
M
I
T
A
V
E
N
U
E
O
N
L
Y
IN
L
E
T
P
R
O
T
E
C
T
I
O
N
SF4
RA
P
I
D
S
T
A
B
I
L
I
Z
A
T
I
O
N
ME
T
H
O
D
4
MATCHLINE STA: 127+25SEE SHEET 33
HO
W
A
R
D
S
P
O
I
N
T
R
O
A
D
MATCHLIN
E
S
T
A
:
1
3
4
+
5
0
SEE BELO
W
SC
A
L
E
I
N
F
E
E
T
0
H:
30
60
N
W
S
B
WS
B
P
R
O
J
E
C
T
N
O
.
:
SC
A
L
E
:
PL
A
N
B
Y
:
DE
S
I
G
N
B
Y
:
CH
E
C
K
B
Y
:
SH
E
E
T
C.
P
.
OF
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,
OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULY
LICENSED PROFESSIONAL ENGINEER UNDER THE
LAWS OF THE STATE OF MINNESOTA.
LIC. NO:DATE:
REVISIONS
NO.DATE DESCRIPTION
K:\02925-400\Cad\Plan\02925-400-C-EROS-PLAN.dwg 8/17/2017 12:11:58 PM
AS
S
H
O
W
N
34
ER
O
S
I
O
N
CO
N
T
R
O
L
P
L
A
N
S
02
9
2
5
-
4
0
0
GM
D
GM
D
TK
GINA M. DULLINGER
07/24/17 45489
2017 STREET RECLAMATION
IMPROVEMENT PROJECT
SHOREWOOD, MINNESOTA77
17
-
1
3
LO
C
A
T
I
O
N
BIR
C
H
B
L
U
F
F
R
D
EUREKA RD
SMI
T
H
T
O
W
N
R
D
GRANT LORENZ RD
NOB
L
E
R
D
WO
O
D
S
I
D
E
R
D
SM
I
T
H
T
O
W
N
R
D
EDG
E
W
O
O
D
R
D
MATCHLINE STA: 134+50SEE ABOVE
MATCHLINE STA: 141+50
SEE SHEET 35
SC
A
L
E
I
N
F
E
E
T
0
H:
30
60
N
LA
K
E
M
I
N
N
E
T
O
N
K
A
EN
V
I
R
O
N
M
E
N
T
A
L
L
Y
SE
N
S
I
T
I
V
E
A
R
E
A
LI
N
E
A
R
S
E
D
I
M
E
N
T
T
R
A
P
T
O
B
E
CO
N
S
T
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T
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M
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D
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T
A
I
L
,
S
H
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T
31
4
S
S
20
"
S
OHEOHEOHEOHEOHEOHEOHEOHE COM
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G G G G G G G G5375 5360
53
3
0
53
0
0
537527280 EDGEWOO
D
R
D
55
3
1
5
5
2
6
5
142+00143+00144+
0
0
14
5
+
0
0
1
4
6
+
0
0
1
4
7
+
0
0
14
8
+
0
0
14
9
+
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0
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40
"
S
6"6"8"RI
M
:
9
3
0
.
9
5
IN
V
:
IN
V
:
IN
V
:
IN
V
:
IN
V
:
IN
V
:
RIM
:
9
2
9
.
3
4
IN
V
:
IN
V
:
IN
V
:
IN
V
:
IN
V
:
IN
V
:
12
"
S
RIM
:
9
3
1
.
1
6
IN
V
:
IN
V
:
IN
V
:
IN
V
:
IN
V
:
IN
V
:
OHE OHE OHE OHE
OH
E
OH
E
OHE
OH
E
OH
E
OH
E
OH
E
OH
E
OHE
OH
E
OH
E
G
G
G
G
G
G
G
G
G
G
G
G
GGGGGGGG 5290
52
7
0
52
5
0
52
3
0
52
1
0
51
7
0
52
0
5
52
1
5
52
3
5
5265 148+00 149+00 150+00
15
1
+
0
0
15
2
+
0
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153
+
0
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154
+
0
0
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+
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LE
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E
N
D
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6
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1
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5
L
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A
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L
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S
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A
B
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A
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4
MATCHLINE STA: 141+50SEE SHEET 34
HO
W
A
R
D
S
P
O
I
N
T
R
O
A
D
SC
A
L
E
I
N
F
E
E
T
0
H:
30
60
N
W
S
B
WS
B
P
R
O
J
E
C
T
N
O
.
:
SC
A
L
E
:
PL
A
N
B
Y
:
DE
S
I
G
N
B
Y
:
CH
E
C
K
B
Y
:
SH
E
E
T
C.
P
.
OF
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,
OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULY
LICENSED PROFESSIONAL ENGINEER UNDER THE
LAWS OF THE STATE OF MINNESOTA.
LIC. NO:DATE:
REVISIONS
NO.DATE DESCRIPTION
K:\02925-400\Cad\Plan\02925-400-C-EROS-PLAN.dwg 8/17/2017 12:14:25 PM
AS
S
H
O
W
N
35
ER
O
S
I
O
N
CO
N
T
R
O
L
P
L
A
N
S
02
9
2
5
-
4
0
0
GM
D
GM
D
TK
GINA M. DULLINGER
07/24/17 45489
2017 STREET RECLAMATION
IMPROVEMENT PROJECT
SHOREWOOD, MINNESOTA77
17
-
1
3
LO
C
A
T
I
O
N
BIR
C
H
B
L
U
F
F
R
D
EUREKA RD
SMI
T
H
T
O
W
N
R
D
GRANT LORENZ RD
NOB
L
E
R
D
WO
O
D
S
I
D
E
R
D
SM
I
T
H
T
O
W
N
R
D
EDG
E
W
O
O
D
R
D
MAT
C
H
L
I
N
E
S
T
A
:
1
4
8
+
0
0
SEE
B
E
L
O
W
MATCHLINE STA: 148+00SEE ABOVE
SC
A
L
E
I
N
F
E
E
T
0
H:
30
60
N
RIM: 1066.40INV:INV:INV:INV:INV:INV:
S RIM: 1065.62INV:INV:INV:INV:INV:INV:
40"
36"
4"
4"
4"
4"
4"
24"
36"
2"4"2"2"2"
2"10"
36"
18"
4"
10"
16"6"6"4"
24"
16"
14"14"10"
24"
16"S RIM: 1023.82INV:INV:INV:INV:INV:INV:
S RIM: 997.53INV:INV:INV:INV:INV:INV:
14"14"
16"
RIM: 998.21
3.8INV:INV:INV:INV:INV:INV:
RIM: 997.64
4.3INV:INV:INV:INV:INV:INV:
RIM: 995.20
4INV:3.7INV:INV:INV:INV:INV:
RIM: 998.78
5.8INV:INV:INV:INV:INV:INV:G
G
G
G
G
G
G
G
G
G
COM
COM
CO
M
CO
M
CO
M
CO
M
CO
M
CO
M
CO
M
CO
M
CO
M
G
G
G
GG
G
G
G
OH
E
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
MU
R
R
A
Y
H
I
L
L
R
D
6180 MURRAY HILL RD
23120
23110
23115
23
0
9
0
23
0
8
0
23
0
7
0
23
0
6
0
23
1
1
5
SHOREWOOD
CHANHASSEN
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF SF
SF
SF
20
0
+
0
0
201+00
202+00
203+00
204+00
205+00
206+
0
0
20
7
+
0
0
20
8
+
0
0
20
9
+
0
0
LEGEND
FLOW DIRECTION (EXISTING
AND PROPOSED)
WOOD FIBER BIOROLL
STABILIZED CONSTRUCTION EXIT
EROSION CONTROL BLANKET
CLASS III RIP RAP FOR OUTLET
SILT FENCE
SOD FOR DISTURBED AREAS
SEED MIX 36-211 @ 34.5 LB/ACRE
FOR DISTURBED AREAS ALONG
SUMMIT AVENUE ONLY
INLET PROTECTION
SF
4 RAPID STABILIZATION
METHOD 4
SUMMIT AVENUE
SCALE IN FEET
0
H:
30 60
N
WSB
WSB PROJECT NO.:
SCALE:
PLAN BY:
DESIGN BY:
CHECK BY:
SHEET
C.P.OF
I H
E
R
E
B
Y
C
E
R
T
I
F
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A
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A
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,
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R
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V
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A
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N
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D
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I
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LA
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S
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.
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C
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N
O
:
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:
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V
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NO
.
DA
T
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DE
S
C
R
I
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T
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K:
\
0
2
9
2
5
-
4
0
0
\
C
a
d
\
P
l
a
n
\
0
2
9
2
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0
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.
d
w
g
8/
1
7
/
2
0
1
7
1
2
:
1
5
:
0
3
P
M
AS SHOWN
36
EROSION
CONTROL PLANS
02925-400
GMD
GMD TK
GI
N
A
M
.
D
U
L
L
I
N
G
E
R
07
/
2
4
/
1
7
45
4
8
9
20
1
7
S
T
R
E
E
T
R
E
C
L
A
M
A
T
I
O
N
IM
P
R
O
V
E
M
E
N
T
P
R
O
J
E
C
T
SH
O
R
E
W
O
O
D
,
M
I
N
N
E
S
O
T
A
7717-13
LOCATION
STATE
H
W
Y
N
O
7
CO
R
D
N
O
1
9
COU
N
T
R
Y
C
L
U
B
R
D
SMITHTOWN RD
YELLOWSTON
E
T
R
STATE HWY NO 7
EUR
E
K
A
R
D
GLEN RD
USE MUD MAT FOR STABILIZED
CONSTRUCTION EXIT
30"
30"
30"
24"
18"
24"24"
40"6"
20"
4"
2"
2"
S
24"
2"
16"
30"
S
12"
16"
10"S
14"
4"ST RIM: 940.674INV:
3.6INV:INV:INV:INV:INV:
ST RIM: 941.37
3.2INV:INV:INV:INV:INV:INV:
COM
COM
CO
M
COM
COM
CO
M
CO
M
CO
M
CO
M
CO
M
CO
M
CO
M
C
O
M
COM
COMCOM
COM
COM
COM
C
O
M
COM
COM
CO
M
CO
M
G
G
G
G
G
G
G
G
GG
G
G
G
G
G
G
G
G
G
G
G
G
G
G
OHE
OH
E
OH
E
OHE
OHE
OH
E
OHEOHEOHEOHEOHE
OHE
OHE
OHE
OHE
OHE
GR
A
N
T
L
O
R
E
N
Z
R
D
26440
26420
26370
26320
26295
26355
26395
26445
SF
SF
SF
S
F
SF
SF
300+00
301+00
302+00
303+0
0
304
+
0
0
305
+
0
0
305
+
7
8
S
12"10"10"
6"
10"10"10"10"10"36"
24"
4""
20"
16"4""
12"14"
4"4"
4"14"6"
6"
6"
10"36"
4""
6"4""16"
18"
18"6"24"
8"
6"6"10"10"
8"
S
10"
6"
12"18"
14"8"
6"
10"12"12"
14"
G G G G G G G
G
G
G
G
G
G
G
G
G
CO
M
CO
M
CO
M
CO
M
COM COM COM COM COM COM
COM
COM COM
CO
M
CO
M
OHE OHE OHE OHE OHE
OHE
OHE
28085 WOODSIDE RD
5715
5725
5735
5745
28115 WOODSIDE RD
SF
SF
400
+
0
0
401+00 402+00 403+00
404+00
LEGEND
FLOW DIRECTION (EXISTING
AND PROPOSED)
WOOD FIBER BIOROLL
STABILIZED CONSTRUCTION EXIT
EROSION CONTROL BLANKET
CLASS III RIP RAP FOR OUTLET
SILT FENCE
SOD FOR DISTURBED AREAS
SEED MIX 36-211 @ 34.5 LB/ACRE
FOR DISTURBED AREAS ALONG
SUMMIT AVENUE ONLY
INLET PROTECTION
SF
4 RAPID STABILIZATION
METHOD 4
OAK RIDGE CIRCLE/KATHLEEN COURT
SCALE IN FEET
0
H:
30 60
N
WSB
WSB PROJECT NO.:
SCALE:
PLAN BY:
DESIGN BY:
CHECK BY:
SHEET
C.P.OF
I H
E
R
E
B
Y
C
E
R
T
I
F
Y
T
H
A
T
T
H
I
S
P
L
A
N
,
S
P
E
C
I
F
I
C
A
T
I
O
N
,
OR
R
E
P
O
R
T
W
A
S
P
R
E
P
A
R
E
D
B
Y
M
E
O
R
U
N
D
E
R
M
Y
DI
R
E
C
T
S
U
P
E
R
V
I
S
I
O
N
A
N
D
T
H
A
T
I
A
M
A
D
U
L
Y
LIC
E
N
S
E
D
P
R
O
F
E
S
S
I
O
N
A
L
E
N
G
I
N
E
E
R
U
N
D
E
R
T
H
E
LA
W
S
O
F
T
H
E
S
T
A
T
E
O
F
M
I
N
N
E
S
O
T
A
.
LI
C
.
N
O
:
DA
T
E
:
RE
V
I
S
I
O
N
S
NO
.
DA
T
E
DE
S
C
R
I
P
T
I
O
N
K:
\
0
2
9
2
5
-
4
0
0
\
C
a
d
\
P
l
a
n
\
0
2
9
2
5
-
4
0
0
-
C
-
E
R
O
S
-
P
L
A
N
.
d
w
g
8/
1
7
/
2
0
1
7
1
2
:
1
5
:
3
4
P
M
AS SHOWN
37
EROSION
CONTROL PLANS
02925-400
GMD
GMD TK
GI
N
A
M
.
D
U
L
L
I
N
G
E
R
07
/
2
4
/
1
7
45
4
8
9
20
1
7
S
T
R
E
E
T
R
E
C
L
A
M
A
T
I
O
N
IM
P
R
O
V
E
M
E
N
T
P
R
O
J
E
C
T
SH
O
R
E
W
O
O
D
,
M
I
N
N
E
S
O
T
A
7717-13
LOCATION
BIRCH BLUFF RD
EU
R
E
K
A
R
D
SMITHTOWN RD
GRA
N
T
L
O
R
E
N
Z
R
D
NOBLE RD
WOODSIDE RD
SMITHTOWN RD
EDGEWOOD RD
SCALE IN FEET
0
H:
30 60
N
24"16"24"20"
S
6"8"54"
S
4""
44"
4""36"
S
CO
M
CO
M
COM COM COM COM COM COM COM COM COM COM COM
CO
M
COM COM COM COM
G G G G G G G G G G G G G G G G G G G G G
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
OH
E
OH
E
OH
E
OH
E
CO
U
N
T
R
Y
C
L
U
B
R
D
5795 COUNTRY CLUB RD 5830 5810
5800
5790
5785
579558055815
5825
500+00 501+00 502+00 503+00 504+00 505+00 506+00 507+00
44"
36"
S
56"
S
2"2"
12"
S
40"
6"
12"
40"
36"
36"
8"
C
O
M
C
O
M
CO
M
CO
M
CO
M
CO
M
COM
COM COM COM
CO
M
COM
COM
COM
COM
COM
COM
C
O
M
COM
COM
COM
COM
COM
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
O
H
E
O
H
E
O
H
E
OH
E
OH
E
OHE
OHE
OHE
OHE
57
9
0
5780
5760
5750
5740
5735
5745
5755
5765
5775
572
5
50
7
+
0
0
50
8
+
0
0
509+00
510+00
511+
0
0
512+
0
0
513
+
0
0
LEGEND
FLOW DIRECTION (EXISTING
AND PROPOSED)
WOOD FIBER BIOROLL
STABILIZED CONSTRUCTION EXIT
EROSION CONTROL BLANKET
CLASS III RIP RAP FOR OUTLET
SILT FENCE
SOD FOR DISTURBED AREAS
SEED MIX 36-211 @ 34.5 LB/ACRE
FOR DISTURBED AREAS ALONG
SUMMIT AVENUE ONLY
INLET PROTECTION
SF
4 RAPID STABILIZATION
METHOD 4
ECHO ROAD
MA
T
C
H
L
I
N
E
S
T
A
:
5
0
7
+
5
0
SE
E
B
E
L
O
W
SCALE IN FEET
0
H:
30 60
N
WSB
WSB PROJECT NO.:
SCALE:
PLAN BY:
DESIGN BY:
CHECK BY:
SHEET
C.P.OF
I H
E
R
E
B
Y
C
E
R
T
I
F
Y
T
H
A
T
T
H
I
S
P
L
A
N
,
S
P
E
C
I
F
I
C
A
T
I
O
N
,
OR
R
E
P
O
R
T
W
A
S
P
R
E
P
A
R
E
D
B
Y
M
E
O
R
U
N
D
E
R
M
Y
DI
R
E
C
T
S
U
P
E
R
V
I
S
I
O
N
A
N
D
T
H
A
T
I
A
M
A
D
U
L
Y
LIC
E
N
S
E
D
P
R
O
F
E
S
S
I
O
N
A
L
E
N
G
I
N
E
E
R
U
N
D
E
R
T
H
E
LA
W
S
O
F
T
H
E
S
T
A
T
E
O
F
M
I
N
N
E
S
O
T
A
.
LI
C
.
N
O
:
DA
T
E
:
RE
V
I
S
I
O
N
S
NO
.
DA
T
E
DE
S
C
R
I
P
T
I
O
N
K:
\
0
2
9
2
5
-
4
0
0
\
C
a
d
\
P
l
a
n
\
0
2
9
2
5
-
4
0
0
-
C
-
E
R
O
S
-
P
L
A
N
.
d
w
g
8/
1
7
/
2
0
1
7
1
2
:
1
6
:
0
2
P
M
AS SHOWN
38
EROSION
CONTROL PLANS
02925-400
GMD
GMD TK
GI
N
A
M
.
D
U
L
L
I
N
G
E
R
07
/
2
4
/
1
7
45
4
8
9
20
1
7
S
T
R
E
E
T
R
E
C
L
A
M
A
T
I
O
N
IM
P
R
O
V
E
M
E
N
T
P
R
O
J
E
C
T
SH
O
R
E
W
O
O
D
,
M
I
N
N
E
S
O
T
A
7717-13
LOCATION
STATE
H
W
Y
N
O
7
CO
R
D
N
O
1
9
COU
N
T
R
Y
C
L
U
B
R
D
SMITHTOWN RD
YELLOWSTON
E
T
R
STATE HWY NO 7
EUR
E
K
A
R
D
GLEN RD
M
A
T
C
H
L
I
N
E
S
T
A
:
5
1
3
+
0
0
S
E
E
S
H
E
E
T
3
9
SCALE IN FEET
0
H:
30 60
N
MA
T
C
H
L
I
N
E
S
T
A
:
5
0
7
+
5
0
SEE
A
B
O
V
E
4
4
4
S
STRIM: 967.89INV:INV:INV:INV:INV:INV:STRIM: 969.61INV:INV:INV:INV:INV:INV:36"
48"
24"
SST
RIM: 970.28INV:INV:INV:INV:INV:INV:
RIM: 967.32INV:INV:INV:INV:INV:INV:
S S
STRIM: 973.72INV:INV:INV:INV:INV:INV:
STRIM: 973.16INV:INV:INV:INV:INV:INV:
RIM: 972.66INV:INV:INV:INV:INV:INV:
RIM: 970.03INV:INV:INV:INV:INV:INV:
RIM: 969.85INV:INV:INV:INV:INV:INV:
COM COM
CO
M
COM
COM COM
CO
M
COM COM
COM
COM
COM
COM
COM COM COM
COM
COM
COM
COM
CO
M
CO
M
CO
M
CO
M
CO
M
F/
O
F/
O
F/
O
F/
O
F/
O
F/
O
F/
O
F/
O
G
G
G
G
G
G G G G G G G
G
G
G G G G G G G G G G
G
5730
5720
5690 5680
5670
5665
5675
5685
5705
57155725
C
O
U
N
T
Y
R
O
A
D
1
9
513+00 514+00 515+00
516+00
517+00 518+00
519+00
520+00
LEGEND
FLOW DIRECTION (EXISTING
AND PROPOSED)
WOOD FIBER BIOROLL
STABILIZED CONSTRUCTION EXIT
EROSION CONTROL BLANKET
CLASS III RIP RAP FOR OUTLET
SILT FENCE
SOD FOR DISTURBED AREAS
SEED MIX 36-211 @ 34.5 LB/ACRE
FOR DISTURBED AREAS ALONG
SUMMIT AVENUE ONLY
INLET PROTECTION
SF
4 RAPID STABILIZATION
METHOD 4
ECHO ROAD
SCALE IN FEET
0
H:
30 60
N
MA
T
C
H
L
I
N
E
S
T
A
:
5
1
3
+
0
0
SE
E
S
H
E
E
T
38
WSB
WSB PROJECT NO.:
SCALE:
PLAN BY:
DESIGN BY:
CHECK BY:
SHEET
C.P.OF
I H
E
R
E
B
Y
C
E
R
T
I
F
Y
T
H
A
T
T
H
I
S
P
L
A
N
,
S
P
E
C
I
F
I
C
A
T
I
O
N
,
OR
R
E
P
O
R
T
W
A
S
P
R
E
P
A
R
E
D
B
Y
M
E
O
R
U
N
D
E
R
M
Y
DI
R
E
C
T
S
U
P
E
R
V
I
S
I
O
N
A
N
D
T
H
A
T
I
A
M
A
D
U
L
Y
LIC
E
N
S
E
D
P
R
O
F
E
S
S
I
O
N
A
L
E
N
G
I
N
E
E
R
U
N
D
E
R
T
H
E
LA
W
S
O
F
T
H
E
S
T
A
T
E
O
F
M
I
N
N
E
S
O
T
A
.
LI
C
.
N
O
:
DA
T
E
:
RE
V
I
S
I
O
N
S
NO
.
DA
T
E
DE
S
C
R
I
P
T
I
O
N
K:
\
0
2
9
2
5
-
4
0
0
\
C
a
d
\
P
l
a
n
\
0
2
9
2
5
-
4
0
0
-
C
-
E
R
O
S
-
P
L
A
N
.
d
w
g
8/
1
7
/
2
0
1
7
1
2
:
1
6
:
2
6
P
M
AS SHOWN
39
EROSION
CONTROL PLANS
02925-400
GMD
GMD TK
GI
N
A
M
.
D
U
L
L
I
N
G
E
R
07
/
2
4
/
1
7
45
4
8
9
20
1
7
S
T
R
E
E
T
R
E
C
L
A
M
A
T
I
O
N
IM
P
R
O
V
E
M
E
N
T
P
R
O
J
E
C
T
SH
O
R
E
W
O
O
D
,
M
I
N
N
E
S
O
T
A
7717-13
LOCATION
STATE
H
W
Y
N
O
7
CO
R
D
N
O
1
9
COU
N
T
R
Y
C
L
U
B
R
D
SMITHTOWN RD
YELLOWSTON
E
T
R
STATE HWY NO 7
EUR
E
K
A
R
D
GLEN RD
100+50.00
930
940
950
960
930
940
950
960
0 10 20 30 40 500-10-20-30-40-50
-2.50%-2.50%25.00%25.00%
101+00.00
930
940
950
960
970
930
940
950
960
970
0 10 20 30 40 500-10-20-30-40-50
-2.50%-2.50%25.00%25.00%
101+50.00
930
940
950
960
970
930
940
950
960
970
0 10 20 30 40 500-10-20-30-40-50
-2.50%-2.50%-25.00%-25.00%
102+00.00
940
950
960
970
940
950
960
970
0 10 20 30 40 500-10-20-30-40-50
-2.50%-2.50%-25.00%-25.00%
102+50.00
940
950
960
970
940
950
960
970
0 10 20 30 40 500-10-20-30-40-50
-2.50%-2.50%-4.87%-25.00%
102+46.00
940
950
960
970
940
950
960
970
0 10 20 30 40 500-10-20-30-40-50
-2.50%-2.50%-4.56%-25.00%
94
9
.
1
4
94
9
.
1
5
94
9
.
9
1
94
9
.
8
2
95
0
.
7
7
95
0
.
8
2
95
1
.
6
9
95
1
.
8
2
95
2
.
4
5
95
2
.
7
4
95
2
.
5
2
95
2
.
8
2
WSB
WSB PROJECT NO.:
SCALE:
PLAN BY:
DESIGN BY:
CHECK BY:
SHEET
C.P.OF
I H
E
R
E
B
Y
C
E
R
T
I
F
Y
T
H
A
T
T
H
I
S
P
L
A
N
,
S
P
E
C
I
F
I
C
A
T
I
O
N
,
OR
R
E
P
O
R
T
W
A
S
P
R
E
P
A
R
E
D
B
Y
M
E
O
R
U
N
D
E
R
M
Y
DI
R
E
C
T
S
U
P
E
R
V
I
S
I
O
N
A
N
D
T
H
A
T
I
A
M
A
D
U
L
Y
LIC
E
N
S
E
D
P
R
O
F
E
S
S
I
O
N
A
L
E
N
G
I
N
E
E
R
U
N
D
E
R
T
H
E
LA
W
S
O
F
T
H
E
S
T
A
T
E
O
F
M
I
N
N
E
S
O
T
A
.
LI
C
.
N
O
:
DA
T
E
:
RE
V
I
S
I
O
N
S
NO
.
DA
T
E
DE
S
C
R
I
P
T
I
O
N
K:
\
0
2
9
2
5
-
4
0
0
\
C
a
d
\
P
l
a
n
\
0
2
9
2
5
-
4
0
0
-
C
-
X
S
C
T
-
H
o
w
a
r
d
s
.
d
w
g
8/
1
7
/
2
0
1
7
9
:
2
4
:
0
1
A
M
AS SHOWN
40
CROSS SECTIONS
02925-400
GMD
GMD TK
GI
N
A
M
.
D
U
L
L
I
N
G
E
R
07
/
2
4
/
1
7
45
4
8
9
20
1
7
S
T
R
E
E
T
R
E
C
L
A
M
A
T
I
O
N
IM
P
R
O
V
E
M
E
N
T
P
R
O
J
E
C
T
SH
O
R
E
W
O
O
D
,
M
I
N
N
E
S
O
T
A
7717-13
SCALE IN FEET
0
H:
10 20
SCALE IN FEET
0
V:
10 20
HOWARDS POINT ROAD
103+00.00
940
950
960
970
940
950
960
970
0 10 20 30 40 500-10-20-30-40-50
-2.50%-2.50%-25.00%-25.00%
103+50.00
940
950
960
970
940
950
960
970
0 10 20 30 40 500-10-20-30-40-50
-2.50%-2.50%25.00%-25.00%
104+00.00
940
950
960
970
940
950
960
970
0 10 20 30 40 500-10-20-30-40-50
-2.50%-2.50%-25.00%-25.00%
104+50.00
940
950
960
970
940
950
960
970
0 10 20 30 40 500-10-20-30-40-50
-2.50%-2.50%2.11%25.00%
105+00.00
940
950
960
970
940
950
960
970
0 10 20 30 40 500-10-20-30-40-50
-2.50%-2.50%25.00%25.00%
105+50.00
940
950
960
970
940
950
960
970
0 10 20 30 40 500-10-20-30-40-50
-2.50%-2.50%25.00%25.00%
104+43.00
940
950
960
970
940
950
960
970
0 10 20 30 40 500-10-20-30-40-50
-2.50%-2.50%2.72%25.00%
95
3
.
4
9
95
3
.
8
2
95
4
.
5
4
95
4
.
8
2
95
5
.
6
8
95
5
.
8
2
95
6
.
6
3
95
6
.
6
8
95
6
.
7
9
95
6
.
8
2
95
7
.
8
5
95
7
.
8
2
95
8
.
8
6
95
8
.
8
2
WSB
WSB PROJECT NO.:
SCALE:
PLAN BY:
DESIGN BY:
CHECK BY:
SHEET
C.P.OF
I H
E
R
E
B
Y
C
E
R
T
I
F
Y
T
H
A
T
T
H
I
S
P
L
A
N
,
S
P
E
C
I
F
I
C
A
T
I
O
N
,
OR
R
E
P
O
R
T
W
A
S
P
R
E
P
A
R
E
D
B
Y
M
E
O
R
U
N
D
E
R
M
Y
DI
R
E
C
T
S
U
P
E
R
V
I
S
I
O
N
A
N
D
T
H
A
T
I
A
M
A
D
U
L
Y
LIC
E
N
S
E
D
P
R
O
F
E
S
S
I
O
N
A
L
E
N
G
I
N
E
E
R
U
N
D
E
R
T
H
E
LA
W
S
O
F
T
H
E
S
T
A
T
E
O
F
M
I
N
N
E
S
O
T
A
.
LI
C
.
N
O
:
DA
T
E
:
RE
V
I
S
I
O
N
S
NO
.
DA
T
E
DE
S
C
R
I
P
T
I
O
N
K:
\
0
2
9
2
5
-
4
0
0
\
C
a
d
\
P
l
a
n
\
0
2
9
2
5
-
4
0
0
-
C
-
X
S
C
T
-
H
o
w
a
r
d
s
.
d
w
g
8/
1
7
/
2
0
1
7
9
:
2
4
:
1
0
A
M
AS SHOWN
41
CROSS SECTIONS
02925-400
GMD
GMD TK
GI
N
A
M
.
D
U
L
L
I
N
G
E
R
07
/
2
4
/
1
7
45
4
8
9
20
1
7
S
T
R
E
E
T
R
E
C
L
A
M
A
T
I
O
N
IM
P
R
O
V
E
M
E
N
T
P
R
O
J
E
C
T
SH
O
R
E
W
O
O
D
,
M
I
N
N
E
S
O
T
A
7717-13
SCALE IN FEET
0
H:
10 20
SCALE IN FEET
0
V:
10 20
HOWARDS POINT ROAD
106+00.00
940
950
960
970
980
940
950
960
970
980
0 10 20 30 40 500-10-20-30-40-50
-2.50%-2.50%25.00%25.00%
106+50.00
940
950
960
970
980
940
950
960
970
980
0 10 20 30 40 500-10-20-30-40-50
-2.50%-2.50%25.00%-25.00%
107+00.00
950
960
970
980
950
960
970
980
0 10 20 30 40 500-10-20-30-40-50
-2.50%-2.50%25.00%25.00%
107+50.00
950
960
970
980
950
960
970
980
0 10 20 30 40 500-10-20-30-40-50
-2.50%-2.50%25.00%25.00%
106+40.00
940
950
960
970
980
940
950
960
970
980
0 10 20 30 40 500-10-20-30-40-50
-2.50%-2.50%1.53%25.00%
107+94.00
950
960
970
980
950
960
970
980
0 10 20 30 40 500-10-20-30-40-50
-2.50%-2.50%1.50%-25.00%
95
9
.
8
4
95
9
.
8
2
96
0
.
5
0
96
0
.
6
0
96
0
.
6
4
96
0
.
7
8
96
1
.
3
9
96
1
.
4
6
96
1
.
9
1
96
1
.
8
4
96
1
.
7
8
96
1
.
9
1
WSB
WSB PROJECT NO.:
SCALE:
PLAN BY:
DESIGN BY:
CHECK BY:
SHEET
C.P.OF
I H
E
R
E
B
Y
C
E
R
T
I
F
Y
T
H
A
T
T
H
I
S
P
L
A
N
,
S
P
E
C
I
F
I
C
A
T
I
O
N
,
OR
R
E
P
O
R
T
W
A
S
P
R
E
P
A
R
E
D
B
Y
M
E
O
R
U
N
D
E
R
M
Y
DI
R
E
C
T
S
U
P
E
R
V
I
S
I
O
N
A
N
D
T
H
A
T
I
A
M
A
D
U
L
Y
LIC
E
N
S
E
D
P
R
O
F
E
S
S
I
O
N
A
L
E
N
G
I
N
E
E
R
U
N
D
E
R
T
H
E
LA
W
S
O
F
T
H
E
S
T
A
T
E
O
F
M
I
N
N
E
S
O
T
A
.
LI
C
.
N
O
:
DA
T
E
:
RE
V
I
S
I
O
N
S
NO
.
DA
T
E
DE
S
C
R
I
P
T
I
O
N
K:
\
0
2
9
2
5
-
4
0
0
\
C
a
d
\
P
l
a
n
\
0
2
9
2
5
-
4
0
0
-
C
-
X
S
C
T
-
H
o
w
a
r
d
s
.
d
w
g
8/
1
7
/
2
0
1
7
9
:
2
4
:
2
0
A
M
AS SHOWN
42
CROSS SECTIONS
02925-400
GMD
GMD TK
GI
N
A
M
.
D
U
L
L
I
N
G
E
R
07
/
2
4
/
1
7
45
4
8
9
20
1
7
S
T
R
E
E
T
R
E
C
L
A
M
A
T
I
O
N
IM
P
R
O
V
E
M
E
N
T
P
R
O
J
E
C
T
SH
O
R
E
W
O
O
D
,
M
I
N
N
E
S
O
T
A
7717-13
SCALE IN FEET
0
H:
10 20
SCALE IN FEET
0
V:
10 20
HOWARDS POINT ROAD
108+00.00
950
960
970
980
950
960
970
980
0 10 20 30 40 500-10-20-30-40-50
-2.50%-2.50%1.46%-25.00%
108+50.00
950
960
970
980
950
960
970
980
0 10 20 30 40 500-10-20-30-40-50
-2.50%-2.50%-25.00%-25.00%
109+00.00
950
960
970
980
950
960
970
980
0 10 20 30 40 500-10-20-30-40-50
-2.50%-2.50%-25.00%-25.00%
109+50.00
940
950
960
970
980
940
950
960
970
980
0 10 20 30 40 500-10-20-30-40-50
-2.50%-2.50%-25.00%-25.00%
110+00.00
940
950
960
970
980
940
950
960
970
980
0 10 20 30 40 500-10-20-30-40-50
-2.50%-2.50%25.00%-25.00%
110+17.00
940
950
960
970
980
940
950
960
970
980
0 10 20 30 40 500-10-20-30-40-50
-2.50%-2.50%-2.26%25.00%
96
1
.
7
7
96
1
.
9
0
96
1
.
4
4
96
1
.
6
9
96
1
.
1
2
96
1
.
4
4
96
0
.
9
2
96
1
.
1
9
96
0
.
8
4
96
0
.
9
4
96
0
.
8
0
96
0
.
8
9
WSB
WSB PROJECT NO.:
SCALE:
PLAN BY:
DESIGN BY:
CHECK BY:
SHEET
C.P.OF
I H
E
R
E
B
Y
C
E
R
T
I
F
Y
T
H
A
T
T
H
I
S
P
L
A
N
,
S
P
E
C
I
F
I
C
A
T
I
O
N
,
OR
R
E
P
O
R
T
W
A
S
P
R
E
P
A
R
E
D
B
Y
M
E
O
R
U
N
D
E
R
M
Y
DI
R
E
C
T
S
U
P
E
R
V
I
S
I
O
N
A
N
D
T
H
A
T
I
A
M
A
D
U
L
Y
LIC
E
N
S
E
D
P
R
O
F
E
S
S
I
O
N
A
L
E
N
G
I
N
E
E
R
U
N
D
E
R
T
H
E
LA
W
S
O
F
T
H
E
S
T
A
T
E
O
F
M
I
N
N
E
S
O
T
A
.
LI
C
.
N
O
:
DA
T
E
:
RE
V
I
S
I
O
N
S
NO
.
DA
T
E
DE
S
C
R
I
P
T
I
O
N
K:
\
0
2
9
2
5
-
4
0
0
\
C
a
d
\
P
l
a
n
\
0
2
9
2
5
-
4
0
0
-
C
-
X
S
C
T
-
H
o
w
a
r
d
s
.
d
w
g
8/
1
7
/
2
0
1
7
9
:
2
4
:
3
0
A
M
AS SHOWN
43
CROSS SECTIONS
02925-400
GMD
GMD TK
GI
N
A
M
.
D
U
L
L
I
N
G
E
R
07
/
2
4
/
1
7
45
4
8
9
20
1
7
S
T
R
E
E
T
R
E
C
L
A
M
A
T
I
O
N
IM
P
R
O
V
E
M
E
N
T
P
R
O
J
E
C
T
SH
O
R
E
W
O
O
D
,
M
I
N
N
E
S
O
T
A
7717-13
SCALE IN FEET
0
H:
10 20
SCALE IN FEET
0
V:
10 20
HOWARDS POINT ROAD
110+50.00
940
950
960
970
980
940
950
960
970
980
0 10 20 30 40 500-10-20-30-40-50
-2.50%-2.50%25.00%-25.00%
111+00.00
950
960
970
980
950
960
970
980
0 10 20 30 40 500-10-20-30-40-50
-2.50%-2.50%25.00%25.00%
111+50.00
950
960
970
980
950
960
970
980
0 10 20 30 40 500-10-20-30-40-50
-2.50%-2.50%25.00%-25.00%
112+00.00
950
960
970
980
950
960
970
980
0 10 20 30 40 500-10-20-30-40-50
-2.50%-2.50%25.00%25.00%
112+50.00
950
960
970
980
950
960
970
980
0 10 20 30 40 500-10-20-30-40-50
-2.50%-2.50%25.00%25.00%
111+67.00
950
960
970
980
950
960
970
980
0 10 20 30 40 500-10-20-30-40-50
-2.50%-2.50%-8.09%25.00%
96
0
.
9
1
96
0
.
9
0
96
1
.
2
9
96
1
.
2
9
96
2
.
0
2
96
1
.
9
6
96
2
.
4
0
96
2
.
2
9
96
3
.
1
4
96
3
.
1
1
96
4
.
7
9
96
4
.
7
4
WSB
WSB PROJECT NO.:
SCALE:
PLAN BY:
DESIGN BY:
CHECK BY:
SHEET
C.P.OF
I H
E
R
E
B
Y
C
E
R
T
I
F
Y
T
H
A
T
T
H
I
S
P
L
A
N
,
S
P
E
C
I
F
I
C
A
T
I
O
N
,
OR
R
E
P
O
R
T
W
A
S
P
R
E
P
A
R
E
D
B
Y
M
E
O
R
U
N
D
E
R
M
Y
DI
R
E
C
T
S
U
P
E
R
V
I
S
I
O
N
A
N
D
T
H
A
T
I
A
M
A
D
U
L
Y
LIC
E
N
S
E
D
P
R
O
F
E
S
S
I
O
N
A
L
E
N
G
I
N
E
E
R
U
N
D
E
R
T
H
E
LA
W
S
O
F
T
H
E
S
T
A
T
E
O
F
M
I
N
N
E
S
O
T
A
.
LI
C
.
N
O
:
DA
T
E
:
RE
V
I
S
I
O
N
S
NO
.
DA
T
E
DE
S
C
R
I
P
T
I
O
N
K:
\
0
2
9
2
5
-
4
0
0
\
C
a
d
\
P
l
a
n
\
0
2
9
2
5
-
4
0
0
-
C
-
X
S
C
T
-
H
o
w
a
r
d
s
.
d
w
g
8/
1
7
/
2
0
1
7
9
:
2
4
:
4
0
A
M
AS SHOWN
44
CROSS SECTIONS
02925-400
GMD
GMD TK
GI
N
A
M
.
D
U
L
L
I
N
G
E
R
07
/
2
4
/
1
7
45
4
8
9
20
1
7
S
T
R
E
E
T
R
E
C
L
A
M
A
T
I
O
N
IM
P
R
O
V
E
M
E
N
T
P
R
O
J
E
C
T
SH
O
R
E
W
O
O
D
,
M
I
N
N
E
S
O
T
A
7717-13
SCALE IN FEET
0
H:
10 20
SCALE IN FEET
0
V:
10 20
HOWARDS POINT ROAD
113+00.00
950
960
970
980
950
960
970
980
0 10 20 30 40 500-10-20-30-40-50
-2.50%-2.50%25.00%25.00%
113+50.00
950
960
970
980
950
960
970
980
0 10 20 30 40 500-10-20-30-40-50
-2.50%-2.50%-25.00%-25.00%
114+00.00
950
960
970
980
950
960
970
980
0 10 20 30 40 500-10-20-30-40-50
-2.50%-2.50%-25.00%-25.00%
114+50.00
950
960
970
980
950
960
970
980
0 10 20 30 40 500-10-20-30-40-50
-2.50%-2.50%-3.98%-25.00%
115+00.00
950
960
970
980
950
960
970
980
0 10 20 30 40 500-10-20-30-40-50
-2.50%-2.50%-25.00%-25.00%
115+50.00
950
960
970
980
950
960
970
980
0 10 20 30 40 500-10-20-30-40-50
1.60%-2.50%-25.00%-25.00%
113+63.00
950
960
970
980
950
960
970
980
0 10 20 30 40 500-10-20-30-40-50
-2.50%-2.50%1.56%-25.00%
114+41.00
950
960
970
980
950
960
970
980
0 10 20 30 40 500-10-20-30-40-50
-2.50%-2.50%-2.50%-25.00%
96
6
.
5
0
96
6
.
3
6
96
7
.
3
8
96
7
.
4
2
96
7
.
5
8
96
7
.
5
9
96
7
.
8
7
96
7
.
8
3
96
7
.
6
1
96
7
.
6
9
96
7
.
4
6
96
7
.
6
0
96
6
.
6
6
96
6
.
8
0
96
6
.
1
1
96
6
.
1
1
WSB
WSB PROJECT NO.:
SCALE:
PLAN BY:
DESIGN BY:
CHECK BY:
SHEET
C.P.OF
I H
E
R
E
B
Y
C
E
R
T
I
F
Y
T
H
A
T
T
H
I
S
P
L
A
N
,
S
P
E
C
I
F
I
C
A
T
I
O
N
,
OR
R
E
P
O
R
T
W
A
S
P
R
E
P
A
R
E
D
B
Y
M
E
O
R
U
N
D
E
R
M
Y
DI
R
E
C
T
S
U
P
E
R
V
I
S
I
O
N
A
N
D
T
H
A
T
I
A
M
A
D
U
L
Y
LIC
E
N
S
E
D
P
R
O
F
E
S
S
I
O
N
A
L
E
N
G
I
N
E
E
R
U
N
D
E
R
T
H
E
LA
W
S
O
F
T
H
E
S
T
A
T
E
O
F
M
I
N
N
E
S
O
T
A
.
LI
C
.
N
O
:
DA
T
E
:
RE
V
I
S
I
O
N
S
NO
.
DA
T
E
DE
S
C
R
I
P
T
I
O
N
K:
\
0
2
9
2
5
-
4
0
0
\
C
a
d
\
P
l
a
n
\
0
2
9
2
5
-
4
0
0
-
C
-
X
S
C
T
-
H
o
w
a
r
d
s
.
d
w
g
8/
1
7
/
2
0
1
7
9
:
2
4
:
5
0
A
M
AS SHOWN
45
CROSS SECTIONS
02925-400
GMD
GMD TK
GI
N
A
M
.
D
U
L
L
I
N
G
E
R
07
/
2
4
/
1
7
45
4
8
9
20
1
7
S
T
R
E
E
T
R
E
C
L
A
M
A
T
I
O
N
IM
P
R
O
V
E
M
E
N
T
P
R
O
J
E
C
T
SH
O
R
E
W
O
O
D
,
M
I
N
N
E
S
O
T
A
7717-13
SCALE IN FEET
0
H:
10 20
SCALE IN FEET
0
V:
10 20
HOWARDS POINT ROAD
116+00.00
950
960
970
980
950
960
970
980
0 10 20 30 40 500-10-20-30-40-50
-2.50%-2.50%-14.44%-25.00%
116+50.00
950
960
970
980
950
960
970
980
0 10 20 30 40 500-10-20-30-40-50
-2.50%-2.50%-14.59%25.00%
117+00.00
950
960
970
980
950
960
970
980
0 10 20 30 40 500-10-20-30-40-50
-2.50%-2.50%25.00%-25.00%
117+50.00
950
960
970
980
950
960
970
980
0 10 20 30 40 500-10-20-30-40-50
-2.50%-2.50%25.00%-25.00%
118+00.00
950
960
970
980
950
960
970
980
0 10 20 30 40 500-10-20-30-40-50
-2.50%-2.50%-25.00%-25.00%
116+03.00
950
960
970
980
950
960
970
980
0 10 20 30 40 500-10-20-30-40-50
-2.50%-2.50%-13.00%-25.00%
116+56.00
950
960
970
980
950
960
970
980
0 10 20 30 40 500-10-20-30-40-50
-2.50%-2.50%-13.70%25.00%
118+09.00
950
960
970
980
950
960
970
980
0 10 20 30 40 500-10-20-30-40-50
-2.50%-2.50%2.60%-25.00%
96
5
.
8
6
96
5
.
7
8
96
5
.
8
4
96
5
.
7
7
96
5
.
9
4
96
5
.
8
1
96
5
.
9
6
96
5
.
8
4
96
6
.
2
5
96
6
.
2
0
96
6
.
7
1
96
6
.
7
8
96
7
.
0
1
96
7
.
2
8
96
7
.
0
4
96
7
.
3
0
WSB
WSB PROJECT NO.:
SCALE:
PLAN BY:
DESIGN BY:
CHECK BY:
SHEET
C.P.OF
I H
E
R
E
B
Y
C
E
R
T
I
F
Y
T
H
A
T
T
H
I
S
P
L
A
N
,
S
P
E
C
I
F
I
C
A
T
I
O
N
,
OR
R
E
P
O
R
T
W
A
S
P
R
E
P
A
R
E
D
B
Y
M
E
O
R
U
N
D
E
R
M
Y
DI
R
E
C
T
S
U
P
E
R
V
I
S
I
O
N
A
N
D
T
H
A
T
I
A
M
A
D
U
L
Y
LIC
E
N
S
E
D
P
R
O
F
E
S
S
I
O
N
A
L
E
N
G
I
N
E
E
R
U
N
D
E
R
T
H
E
LA
W
S
O
F
T
H
E
S
T
A
T
E
O
F
M
I
N
N
E
S
O
T
A
.
LI
C
.
N
O
:
DA
T
E
:
RE
V
I
S
I
O
N
S
NO
.
DA
T
E
DE
S
C
R
I
P
T
I
O
N
K:
\
0
2
9
2
5
-
4
0
0
\
C
a
d
\
P
l
a
n
\
0
2
9
2
5
-
4
0
0
-
C
-
X
S
C
T
-
H
o
w
a
r
d
s
.
d
w
g
8/
1
7
/
2
0
1
7
9
:
2
5
:
0
1
A
M
AS SHOWN
46
CROSS SECTIONS
02925-400
GMD
GMD TK
GI
N
A
M
.
D
U
L
L
I
N
G
E
R
07
/
2
4
/
1
7
45
4
8
9
20
1
7
S
T
R
E
E
T
R
E
C
L
A
M
A
T
I
O
N
IM
P
R
O
V
E
M
E
N
T
P
R
O
J
E
C
T
SH
O
R
E
W
O
O
D
,
M
I
N
N
E
S
O
T
A
7717-13
SCALE IN FEET
0
H:
10 20
SCALE IN FEET
0
V:
10 20
HOWARDS POINT ROAD
118+50.00
950
960
970
980
950
960
970
980
0 10 20 30 40 500-10-20-30-40-50
-2.50%-2.50%25.00%25.00%
119+00.00
950
960
970
980
950
960
970
980
0 10 20 30 40 500-10-20-30-40-50
-2.50%-2.50%-25.00%-25.00%
119+50.00
950
960
970
980
950
960
970
980
0 10 20 30 40 500-10-20-30-40-50
-2.50%-5.50%-25.00%
-25.00%
120+00.00
950
960
970
980
950
960
970
980
0 10 20 30 40 500-10-20-30-40-50
-2.50%-2.50%-25.00%-25.00%
120+50.00
950
960
970
980
950
960
970
980
0 10 20 30 40 500-10-20-30-40-50
-2.50%-2.50%12.61%25.00%
120+45.00
950
960
970
980
950
960
970
980
0 10 20 30 40 500-10-20-30-40-50
-2.50%-2.50%9.77%25.00%
96
7
.
1
6
96
6
.
9
9
96
5
.
6
2
96
5
.
8
3
96
4
.
2
2
96
4
.
4
9
96
2
.
9
1
96
3
.
1
6
96
1
.
9
6
96
1
.
9
6
96
1
.
8
6
96
1
.
8
2
WSB
WSB PROJECT NO.:
SCALE:
PLAN BY:
DESIGN BY:
CHECK BY:
SHEET
C.P.OF
I H
E
R
E
B
Y
C
E
R
T
I
F
Y
T
H
A
T
T
H
I
S
P
L
A
N
,
S
P
E
C
I
F
I
C
A
T
I
O
N
,
OR
R
E
P
O
R
T
W
A
S
P
R
E
P
A
R
E
D
B
Y
M
E
O
R
U
N
D
E
R
M
Y
DI
R
E
C
T
S
U
P
E
R
V
I
S
I
O
N
A
N
D
T
H
A
T
I
A
M
A
D
U
L
Y
LIC
E
N
S
E
D
P
R
O
F
E
S
S
I
O
N
A
L
E
N
G
I
N
E
E
R
U
N
D
E
R
T
H
E
LA
W
S
O
F
T
H
E
S
T
A
T
E
O
F
M
I
N
N
E
S
O
T
A
.
LI
C
.
N
O
:
DA
T
E
:
RE
V
I
S
I
O
N
S
NO
.
DA
T
E
DE
S
C
R
I
P
T
I
O
N
K:
\
0
2
9
2
5
-
4
0
0
\
C
a
d
\
P
l
a
n
\
0
2
9
2
5
-
4
0
0
-
C
-
X
S
C
T
-
H
o
w
a
r
d
s
.
d
w
g
8/
1
7
/
2
0
1
7
9
:
2
5
:
1
1
A
M
AS SHOWN
47
CROSS SECTIONS
02925-400
GMD
GMD TK
GI
N
A
M
.
D
U
L
L
I
N
G
E
R
07
/
2
4
/
1
7
45
4
8
9
20
1
7
S
T
R
E
E
T
R
E
C
L
A
M
A
T
I
O
N
IM
P
R
O
V
E
M
E
N
T
P
R
O
J
E
C
T
SH
O
R
E
W
O
O
D
,
M
I
N
N
E
S
O
T
A
7717-13
SCALE IN FEET
0
H:
10 20
SCALE IN FEET
0
V:
10 20
HOWARDS POINT ROAD
121+00.00
940
950
960
970
980
940
950
960
970
980
0 10 20 30 40 500-10-20-30-40-50
-2.50%-2.50%25.00%
121+50.00
940
950
960
970
980
940
950
960
970
980
0 10 20 30 40 500-10-20-30-40-50
-2.50%-2.50%25.00%25.00%
122+00.00
940
950
960
970
940
950
960
970
0 10 20 30 40 500-10-20-30-40-50
2.50%-2.50%0.46%-25.00%
122+50.00
940
950
960
970
940
950
960
970
0 10 20 30 40 500-10-20-30-40-50
-2.50%-2.50%-25.00%25.00%
123+00.00
940
950
960
970
940
950
960
970
0 10 20 30 40 500-10-20-30-40-50
-2.50%-2.50%25.00%25.00%
121+93.00
940
950
960
970
940
950
960
970
0 10 20 30 40 500-10-20-30-40-50
-2.42%-2.31%-1.50%
96
0
.
5
2
96
0
.
4
9
95
9
.
0
8
95
9
.
1
5
95
7
.
8
6
95
7
.
7
8
95
7
.
5
4
95
7
.
5
1
95
5
.
2
8
95
5
.
2
4
95
3
.
4
0
95
3
.
2
2
WSB
WSB PROJECT NO.:
SCALE:
PLAN BY:
DESIGN BY:
CHECK BY:
SHEET
C.P.OF
I H
E
R
E
B
Y
C
E
R
T
I
F
Y
T
H
A
T
T
H
I
S
P
L
A
N
,
S
P
E
C
I
F
I
C
A
T
I
O
N
,
OR
R
E
P
O
R
T
W
A
S
P
R
E
P
A
R
E
D
B
Y
M
E
O
R
U
N
D
E
R
M
Y
DI
R
E
C
T
S
U
P
E
R
V
I
S
I
O
N
A
N
D
T
H
A
T
I
A
M
A
D
U
L
Y
LIC
E
N
S
E
D
P
R
O
F
E
S
S
I
O
N
A
L
E
N
G
I
N
E
E
R
U
N
D
E
R
T
H
E
LA
W
S
O
F
T
H
E
S
T
A
T
E
O
F
M
I
N
N
E
S
O
T
A
.
LI
C
.
N
O
:
DA
T
E
:
RE
V
I
S
I
O
N
S
NO
.
DA
T
E
DE
S
C
R
I
P
T
I
O
N
K:
\
0
2
9
2
5
-
4
0
0
\
C
a
d
\
P
l
a
n
\
0
2
9
2
5
-
4
0
0
-
C
-
X
S
C
T
-
H
o
w
a
r
d
s
.
d
w
g
8/
1
7
/
2
0
1
7
9
:
2
5
:
2
0
A
M
AS SHOWN
48
CROSS SECTIONS
02925-400
GMD
GMD TK
GI
N
A
M
.
D
U
L
L
I
N
G
E
R
07
/
2
4
/
1
7
45
4
8
9
20
1
7
S
T
R
E
E
T
R
E
C
L
A
M
A
T
I
O
N
IM
P
R
O
V
E
M
E
N
T
P
R
O
J
E
C
T
SH
O
R
E
W
O
O
D
,
M
I
N
N
E
S
O
T
A
7717-13
SCALE IN FEET
0
H:
10 20
SCALE IN FEET
0
V:
10 20
HOWARDS POINT ROAD
123+50.00
940
950
960
970
940
950
960
970
0 10 20 30 40 500-10-20-30-40-50
-2.50%-2.50%25.00%-25.00%
124+00.00
930
940
950
960
970
930
940
950
960
970
0 10 20 30 40 500-10-20-30-40-50
-2.50%-2.50%2.34%-25.00%
124+50.00
930
940
950
960
970
930
940
950
960
970
0 10 20 30 40 500-10-20-30-40-50
-2.50%-2.50%1.62%-25.00%
125+00.00
930
940
950
960
970
930
940
950
960
970
0 10 20 30 40 500-10-20-30-40-50
-2.50%-2.50%25.00%25.00%
124+47.00
930
940
950
960
970
930
940
950
960
970
0 10 20 30 40 500-10-20-30-40-50
-2.50%-2.50%1.91%-25.00%
123+91.00
930
940
950
960
970
930
940
950
960
970
0 10 20 30 40 500-10-20-30-40-50
-2.50%-2.50%1.21%-25.00%
95
2
.
3
4
95
2
.
2
9
95
1
.
8
1
95
1
.
9
8
95
1
.
7
5
95
1
.
9
2
95
1
.
5
0
95
1
.
5
6
95
1
.
4
9
95
1
.
5
4
95
1
.
2
3
95
1
.
1
7
WSB
WSB PROJECT NO.:
SCALE:
PLAN BY:
DESIGN BY:
CHECK BY:
SHEET
C.P.OF
I H
E
R
E
B
Y
C
E
R
T
I
F
Y
T
H
A
T
T
H
I
S
P
L
A
N
,
S
P
E
C
I
F
I
C
A
T
I
O
N
,
OR
R
E
P
O
R
T
W
A
S
P
R
E
P
A
R
E
D
B
Y
M
E
O
R
U
N
D
E
R
M
Y
DI
R
E
C
T
S
U
P
E
R
V
I
S
I
O
N
A
N
D
T
H
A
T
I
A
M
A
D
U
L
Y
LIC
E
N
S
E
D
P
R
O
F
E
S
S
I
O
N
A
L
E
N
G
I
N
E
E
R
U
N
D
E
R
T
H
E
LA
W
S
O
F
T
H
E
S
T
A
T
E
O
F
M
I
N
N
E
S
O
T
A
.
LI
C
.
N
O
:
DA
T
E
:
RE
V
I
S
I
O
N
S
NO
.
DA
T
E
DE
S
C
R
I
P
T
I
O
N
K:
\
0
2
9
2
5
-
4
0
0
\
C
a
d
\
P
l
a
n
\
0
2
9
2
5
-
4
0
0
-
C
-
X
S
C
T
-
H
o
w
a
r
d
s
.
d
w
g
8/
1
7
/
2
0
1
7
9
:
2
5
:
3
0
A
M
AS SHOWN
49
CROSS SECTIONS
02925-400
GMD
GMD TK
GI
N
A
M
.
D
U
L
L
I
N
G
E
R
07
/
2
4
/
1
7
45
4
8
9
20
1
7
S
T
R
E
E
T
R
E
C
L
A
M
A
T
I
O
N
IM
P
R
O
V
E
M
E
N
T
P
R
O
J
E
C
T
SH
O
R
E
W
O
O
D
,
M
I
N
N
E
S
O
T
A
7717-13
SCALE IN FEET
0
H:
10 20
SCALE IN FEET
0
V:
10 20
HOWARDS POINT ROAD
125+50.00
930
940
950
960
970
930
940
950
960
970
0 10 20 30 40 500-10-20-30-40-50
-2.50%-2.50%25.00%25.00%
126+00.00
930
940
950
960
970
930
940
950
960
970
0 10 20 30 40 500-10-20-30-40-50
-2.50%-2.50%25.00%25.00%
126+50.00
930
940
950
960
930
940
950
960
0 10 20 30 40 500-10-20-30-40-50
-2.50%-2.50%25.00%-25.00%
127+00.00
930
940
950
960
930
940
950
960
0 10 20 30 40 500-10-20-30-40-50
-2.50%-2.50%25.00%25.00%
127+50.00
930
940
950
960
930
940
950
960
0 10 20 30 40 500-10-20-30-40-50
-2.50%-2.50%-3.36%-25.00%
125+78.00
930
940
950
960
970
930
940
950
960
970
0 10 20 30 40 500-10-20-30-40-50
-2.50%-2.50%5.47%25.00%
95
0
.
7
1
95
0
.
6
8
95
0
.
3
1
95
0
.
3
2
94
9
.
9
4
94
9
.
9
9
94
8
.
9
6
94
9
.
1
5
94
8
.
1
8
94
8
.
0
0
94
6
.
4
0
94
6
.
5
4
WSB
WSB PROJECT NO.:
SCALE:
PLAN BY:
DESIGN BY:
CHECK BY:
SHEET
C.P.OF
I H
E
R
E
B
Y
C
E
R
T
I
F
Y
T
H
A
T
T
H
I
S
P
L
A
N
,
S
P
E
C
I
F
I
C
A
T
I
O
N
,
OR
R
E
P
O
R
T
W
A
S
P
R
E
P
A
R
E
D
B
Y
M
E
O
R
U
N
D
E
R
M
Y
DI
R
E
C
T
S
U
P
E
R
V
I
S
I
O
N
A
N
D
T
H
A
T
I
A
M
A
D
U
L
Y
LIC
E
N
S
E
D
P
R
O
F
E
S
S
I
O
N
A
L
E
N
G
I
N
E
E
R
U
N
D
E
R
T
H
E
LA
W
S
O
F
T
H
E
S
T
A
T
E
O
F
M
I
N
N
E
S
O
T
A
.
LI
C
.
N
O
:
DA
T
E
:
RE
V
I
S
I
O
N
S
NO
.
DA
T
E
DE
S
C
R
I
P
T
I
O
N
K:
\
0
2
9
2
5
-
4
0
0
\
C
a
d
\
P
l
a
n
\
0
2
9
2
5
-
4
0
0
-
C
-
X
S
C
T
-
H
o
w
a
r
d
s
.
d
w
g
8/
1
7
/
2
0
1
7
9
:
2
5
:
4
0
A
M
AS SHOWN
50
CROSS SECTIONS
02925-400
GMD
GMD TK
GI
N
A
M
.
D
U
L
L
I
N
G
E
R
07
/
2
4
/
1
7
45
4
8
9
20
1
7
S
T
R
E
E
T
R
E
C
L
A
M
A
T
I
O
N
IM
P
R
O
V
E
M
E
N
T
P
R
O
J
E
C
T
SH
O
R
E
W
O
O
D
,
M
I
N
N
E
S
O
T
A
7717-13
SCALE IN FEET
0
H:
10 20
SCALE IN FEET
0
V:
10 20
HOWARDS POINT ROAD
128+00.00
930
940
950
960
930
940
950
960
0 10 20 30 40 500-10-20-30-40-50
-2.50%-2.50%25.00%25.00%
128+50.00
930
940
950
960
930
940
950
960
0 10 20 30 40 500-10-20-30-40-50
-2.50%-2.50%25.00%25.00%
129+00.00
930
940
950
960
930
940
950
960
0 10 20 30 40 500-10-20-30-40-50
-2.50%-2.50%25.00%25.00%
129+50.00
930
940
950
960
930
940
950
960
0 10 20 30 40 500-10-20-30-40-50
-2.50%-2.50%25.00%-25.00%
130+00.00
930
940
950
960
930
940
950
960
0 10 20 30 40 500-10-20-30-40-50
-2.50%-2.50%-25.00%-25.00%
129+06.00
930
940
950
960
930
940
950
960
0 10 20 30 40 500-10-20-30-40-50
-2.50%-2.50%-3.58%25.00%
129+63.00
930
940
950
960
930
940
950
960
0 10 20 30 40 500-10-20-30-40-50
-2.50%-2.50%-4.02%25.00%
130+12.00
930
940
950
960
930
940
950
960
0 10 20 30 40 500-10-20-30-40-50
-2.50%-2.50%-1.49%-25.00%
94
4
.
9
9
94
5
.
0
8
94
3
.
9
3
94
3
.
8
7
94
2
.
9
7
94
2
.
9
5
94
2
.
8
8
94
2
.
8
6
94
2
.
3
0
94
2
.
2
9
94
2
.
1
2
94
2
.
1
3
94
1
.
5
3
94
1
.
6
7
94
1
.
3
3
94
1
.
4
9
WSB
WSB PROJECT NO.:
SCALE:
PLAN BY:
DESIGN BY:
CHECK BY:
SHEET
C.P.OF
I H
E
R
E
B
Y
C
E
R
T
I
F
Y
T
H
A
T
T
H
I
S
P
L
A
N
,
S
P
E
C
I
F
I
C
A
T
I
O
N
,
OR
R
E
P
O
R
T
W
A
S
P
R
E
P
A
R
E
D
B
Y
M
E
O
R
U
N
D
E
R
M
Y
DI
R
E
C
T
S
U
P
E
R
V
I
S
I
O
N
A
N
D
T
H
A
T
I
A
M
A
D
U
L
Y
LIC
E
N
S
E
D
P
R
O
F
E
S
S
I
O
N
A
L
E
N
G
I
N
E
E
R
U
N
D
E
R
T
H
E
LA
W
S
O
F
T
H
E
S
T
A
T
E
O
F
M
I
N
N
E
S
O
T
A
.
LI
C
.
N
O
:
DA
T
E
:
RE
V
I
S
I
O
N
S
NO
.
DA
T
E
DE
S
C
R
I
P
T
I
O
N
K:
\
0
2
9
2
5
-
4
0
0
\
C
a
d
\
P
l
a
n
\
0
2
9
2
5
-
4
0
0
-
C
-
X
S
C
T
-
H
o
w
a
r
d
s
.
d
w
g
8/
1
7
/
2
0
1
7
9
:
2
5
:
5
0
A
M
AS SHOWN
51
CROSS SECTIONS
02925-400
GMD
GMD TK
GI
N
A
M
.
D
U
L
L
I
N
G
E
R
07
/
2
4
/
1
7
45
4
8
9
20
1
7
S
T
R
E
E
T
R
E
C
L
A
M
A
T
I
O
N
IM
P
R
O
V
E
M
E
N
T
P
R
O
J
E
C
T
SH
O
R
E
W
O
O
D
,
M
I
N
N
E
S
O
T
A
7717-13
SCALE IN FEET
0
H:
10 20
SCALE IN FEET
0
V:
10 20
HOWARDS POINT ROAD
130+50.00
920
930
940
950
960
920
930
940
950
960
0 10 20 30 40 500-10-20-30-40-50
-2.50%-2.50%-25.00%-25.00%
131+00.00
920
930
940
950
920
930
940
950
0 10 20 30 40 500-10-20-30-40-50
2.50%-2.50%25.00%-25.00%
131+50.00
920
930
940
950
920
930
940
950
0 10 20 30 40 500-10-20-30-40-50
2.50%-2.50%-25.00%-25.00%
132+00.00
920
930
940
950
920
930
940
950
0 10 20 30 40 500-10-20-30-40-50
2.50%-2.50%-25.00%25.00%
132+50.00
920
930
940
950
920
930
940
950
0 10 20 30 40 500-10-20-30-40-50
-2.50%-2.50%-10.09%-25.00%
132+38.00
920
930
940
950
920
930
940
950
0 10 20 30 40 500-10-20-30-40-50
-2.50%-2.50%-11.54%-25.00%
94
0
.
6
2
94
0
.
6
0
93
8
.
5
9
93
8
.
6
4
93
6
.
3
5
93
6
.
3
2
93
4
.
6
7
93
4
.
5
4
93
3
.
6
3
93
3
.
6
1
93
3
.
3
6
93
3
.
3
9
WSB
WSB PROJECT NO.:
SCALE:
PLAN BY:
DESIGN BY:
CHECK BY:
SHEET
C.P.OF
I H
E
R
E
B
Y
C
E
R
T
I
F
Y
T
H
A
T
T
H
I
S
P
L
A
N
,
S
P
E
C
I
F
I
C
A
T
I
O
N
,
OR
R
E
P
O
R
T
W
A
S
P
R
E
P
A
R
E
D
B
Y
M
E
O
R
U
N
D
E
R
M
Y
DI
R
E
C
T
S
U
P
E
R
V
I
S
I
O
N
A
N
D
T
H
A
T
I
A
M
A
D
U
L
Y
LIC
E
N
S
E
D
P
R
O
F
E
S
S
I
O
N
A
L
E
N
G
I
N
E
E
R
U
N
D
E
R
T
H
E
LA
W
S
O
F
T
H
E
S
T
A
T
E
O
F
M
I
N
N
E
S
O
T
A
.
LI
C
.
N
O
:
DA
T
E
:
RE
V
I
S
I
O
N
S
NO
.
DA
T
E
DE
S
C
R
I
P
T
I
O
N
K:
\
0
2
9
2
5
-
4
0
0
\
C
a
d
\
P
l
a
n
\
0
2
9
2
5
-
4
0
0
-
C
-
X
S
C
T
-
H
o
w
a
r
d
s
.
d
w
g
8/
1
7
/
2
0
1
7
9
:
2
6
:
0
1
A
M
AS SHOWN
52
CROSS SECTIONS
02925-400
GMD
GMD TK
GI
N
A
M
.
D
U
L
L
I
N
G
E
R
07
/
2
4
/
1
7
45
4
8
9
20
1
7
S
T
R
E
E
T
R
E
C
L
A
M
A
T
I
O
N
IM
P
R
O
V
E
M
E
N
T
P
R
O
J
E
C
T
SH
O
R
E
W
O
O
D
,
M
I
N
N
E
S
O
T
A
7717-13
SCALE IN FEET
0
H:
10 20
SCALE IN FEET
0
V:
10 20
HOWARDS POINT ROAD
133+00.00
920
930
940
950
920
930
940
950
0 10 20 30 40 500-10-20-30-40-50
-2.50%-2.50%25.00%-25.00%
133+50.00
920
930
940
950
920
930
940
950
0 10 20 30 40 500-10-20-30-40-50
-2.50%-2.50%25.00%25.00%
134+00.00
920
930
940
950
920
930
940
950
0 10 20 30 40 500-10-20-30-40-50
-2.50%-2.50%25.00%-25.00%
134+50.00
920
930
940
950
920
930
940
950
0 10 20 30 40 500-10-20-30-40-50
-2.50%-2.50%25.00%-25.00%
135+00.00
920
930
940
950
920
930
940
950
0 10 20 30 40 500-10-20-30-40-50
-2.50%-2.50%5.42%25.00%
135+50.00
920
930
940
950
920
930
940
950
0 10 20 30 40 500-10-20-30-40-50
-2.50%-2.50%-25.00%-25.00%
134+88.00
920
930
940
950
920
930
940
950
0 10 20 30 40 500-10-20-30-40-50
-2.50%-2.50%8.13%25.00%
133+33.00
920
930
940
950
920
930
940
950
0 10 20 30 40 500-10-20-30-40-50
-2.50%-2.50%-2.65%25.00%
93
2
.
7
7
93
2
.
7
9
93
2
.
5
7
93
2
.
4
5
93
2
.
5
4
93
2
.
3
2
93
2
.
4
2
93
2
.
2
7
93
2
.
5
6
93
2
.
7
0
93
3
.
3
8
93
3
.
3
1
93
3
.
6
4
93
3
.
5
0
93
3
.
9
8
93
4
.
0
9
WSB
WSB PROJECT NO.:
SCALE:
PLAN BY:
DESIGN BY:
CHECK BY:
SHEET
C.P.OF
I H
E
R
E
B
Y
C
E
R
T
I
F
Y
T
H
A
T
T
H
I
S
P
L
A
N
,
S
P
E
C
I
F
I
C
A
T
I
O
N
,
OR
R
E
P
O
R
T
W
A
S
P
R
E
P
A
R
E
D
B
Y
M
E
O
R
U
N
D
E
R
M
Y
DI
R
E
C
T
S
U
P
E
R
V
I
S
I
O
N
A
N
D
T
H
A
T
I
A
M
A
D
U
L
Y
LIC
E
N
S
E
D
P
R
O
F
E
S
S
I
O
N
A
L
E
N
G
I
N
E
E
R
U
N
D
E
R
T
H
E
LA
W
S
O
F
T
H
E
S
T
A
T
E
O
F
M
I
N
N
E
S
O
T
A
.
LI
C
.
N
O
:
DA
T
E
:
RE
V
I
S
I
O
N
S
NO
.
DA
T
E
DE
S
C
R
I
P
T
I
O
N
K:
\
0
2
9
2
5
-
4
0
0
\
C
a
d
\
P
l
a
n
\
0
2
9
2
5
-
4
0
0
-
C
-
X
S
C
T
-
H
o
w
a
r
d
s
.
d
w
g
8/
1
7
/
2
0
1
7
9
:
2
6
:
1
1
A
M
AS SHOWN
53
CROSS SECTIONS
02925-400
GMD
GMD TK
GI
N
A
M
.
D
U
L
L
I
N
G
E
R
07
/
2
4
/
1
7
45
4
8
9
20
1
7
S
T
R
E
E
T
R
E
C
L
A
M
A
T
I
O
N
IM
P
R
O
V
E
M
E
N
T
P
R
O
J
E
C
T
SH
O
R
E
W
O
O
D
,
M
I
N
N
E
S
O
T
A
7717-13
SCALE IN FEET
0
H:
10 20
SCALE IN FEET
0
V:
10 20
HOWARDS POINT ROAD
136+00.00
920
930
940
950
920
930
940
950
0 10 20 30 40 500-10-20-30-40-50
-2.50%-2.50%-25.00%-25.00%
136+50.00
920
930
940
950
920
930
940
950
0 10 20 30 40 500-10-20-30-40-50
-2.50%-2.50%25.00%-25.00%
137+00.00
920
930
940
950
920
930
940
950
0 10 20 30 40 500-10-20-30-40-50
-2.50%-2.50%25.00%-25.00%
137+50.00
920
930
940
950
920
930
940
950
0 10 20 30 40 500-10-20-30-40-50
-2.50%-2.50%-25.00%-25.00%
138+00.00
920
930
940
950
920
930
940
950
0 10 20 30 40 500-10-20-30-40-50
-2.50%-2.50%-25.00%-25.00%
138+50.00
920
930
940
950
920
930
940
950
0 10 20 30 40 500-10-20-30-40-50
-2.50%-2.50%25.00%25.00%
139+00.00
920
930
940
950
920
930
940
950
0 10 20 30 40 500-10-20-30-40-50
-2.50%-2.50%25.00%25.00%
137+91.00
920
930
940
950
920
930
940
950
0 10 20 30 40 500-10-20-30-40-50
-2.50%-2.50%-1.06%-25.00%
93
4
.
2
6
93
4
.
4
0
93
4
.
5
9
93
4
.
6
8
93
4
.
8
1
93
4
.
9
2
93
4
.
8
0
93
4
.
9
7
93
4
.
6
8
93
4
.
8
5
93
4
.
6
5
93
4
.
8
0
93
4
.
3
8
93
4
.
4
3
93
4
.
0
9
93
4
.
0
3
WSB
WSB PROJECT NO.:
SCALE:
PLAN BY:
DESIGN BY:
CHECK BY:
SHEET
C.P.OF
I H
E
R
E
B
Y
C
E
R
T
I
F
Y
T
H
A
T
T
H
I
S
P
L
A
N
,
S
P
E
C
I
F
I
C
A
T
I
O
N
,
OR
R
E
P
O
R
T
W
A
S
P
R
E
P
A
R
E
D
B
Y
M
E
O
R
U
N
D
E
R
M
Y
DI
R
E
C
T
S
U
P
E
R
V
I
S
I
O
N
A
N
D
T
H
A
T
I
A
M
A
D
U
L
Y
LIC
E
N
S
E
D
P
R
O
F
E
S
S
I
O
N
A
L
E
N
G
I
N
E
E
R
U
N
D
E
R
T
H
E
LA
W
S
O
F
T
H
E
S
T
A
T
E
O
F
M
I
N
N
E
S
O
T
A
.
LI
C
.
N
O
:
DA
T
E
:
RE
V
I
S
I
O
N
S
NO
.
DA
T
E
DE
S
C
R
I
P
T
I
O
N
K:
\
0
2
9
2
5
-
4
0
0
\
C
a
d
\
P
l
a
n
\
0
2
9
2
5
-
4
0
0
-
C
-
X
S
C
T
-
H
o
w
a
r
d
s
.
d
w
g
8/
1
7
/
2
0
1
7
9
:
2
6
:
2
1
A
M
AS SHOWN
54
CROSS SECTIONS
02925-400
GMD
GMD TK
GI
N
A
M
.
D
U
L
L
I
N
G
E
R
07
/
2
4
/
1
7
45
4
8
9
20
1
7
S
T
R
E
E
T
R
E
C
L
A
M
A
T
I
O
N
IM
P
R
O
V
E
M
E
N
T
P
R
O
J
E
C
T
SH
O
R
E
W
O
O
D
,
M
I
N
N
E
S
O
T
A
7717-13
SCALE IN FEET
0
H:
10 20
SCALE IN FEET
0
V:
10 20
HOWARDS POINT ROAD
139+50.00
920
930
940
950
920
930
940
950
0 10 20 30 40 500-10-20-30-40-50
-2.50%-2.50%25.00%25.00%
140+00.00
920
930
940
950
920
930
940
950
0 10 20 30 40 500-10-20-30-40-50
-2.50%-2.50%-4.63%25.00%
140+50.00
920
930
940
950
920
930
940
950
0 10 20 30 40 500-10-20-30-40-50
-2.50%-2.50%25.00%-25.00%
141+00.00
920
930
940
950
920
930
940
950
0 10 20 30 40 500-10-20-30-40-50
-2.50%-2.50%25.00%-25.00%
141+50.00
920
930
940
950
920
930
940
950
0 10 20 30 40 500-10-20-30-40-50
-2.50%-2.50%25.00%-25.00%
139+27.00
920
930
940
950
920
930
940
950
0 10 20 30 40 500-10-20-30-40-50
-2.50%-2.50%2.93%25.00%
141+80.00
920
930
940
950
920
930
940
950
0 10 20 30 40 500-10-20-30-40-50
-2.50%-2.50%-9.56%-25.00%
140+15.00
920
930
940
950
920
930
940
950
0 10 20 30 40 500-10-20-30-40-50
-2.50%-2.50%-3.60%8.47%
93
3
.
9
2
93
3
.
8
1
93
3
.
6
5
93
3
.
6
3
93
3
.
2
8
93
3
.
2
3
93
3
.
2
0
93
3
.
1
3
93
3
.
1
0
93
3
.
0
2
93
3
.
2
2
93
3
.
2
1
93
3
.
6
8
93
3
.
8
0
93
4
.
1
3
93
4
.
3
4
WSB
WSB PROJECT NO.:
SCALE:
PLAN BY:
DESIGN BY:
CHECK BY:
SHEET
C.P.OF
I H
E
R
E
B
Y
C
E
R
T
I
F
Y
T
H
A
T
T
H
I
S
P
L
A
N
,
S
P
E
C
I
F
I
C
A
T
I
O
N
,
OR
R
E
P
O
R
T
W
A
S
P
R
E
P
A
R
E
D
B
Y
M
E
O
R
U
N
D
E
R
M
Y
DI
R
E
C
T
S
U
P
E
R
V
I
S
I
O
N
A
N
D
T
H
A
T
I
A
M
A
D
U
L
Y
LIC
E
N
S
E
D
P
R
O
F
E
S
S
I
O
N
A
L
E
N
G
I
N
E
E
R
U
N
D
E
R
T
H
E
LA
W
S
O
F
T
H
E
S
T
A
T
E
O
F
M
I
N
N
E
S
O
T
A
.
LI
C
.
N
O
:
DA
T
E
:
RE
V
I
S
I
O
N
S
NO
.
DA
T
E
DE
S
C
R
I
P
T
I
O
N
K:
\
0
2
9
2
5
-
4
0
0
\
C
a
d
\
P
l
a
n
\
0
2
9
2
5
-
4
0
0
-
C
-
X
S
C
T
-
H
o
w
a
r
d
s
.
d
w
g
8/
1
7
/
2
0
1
7
9
:
2
6
:
3
0
A
M
AS SHOWN
55
CROSS SECTIONS
02925-400
GMD
GMD TK
GI
N
A
M
.
D
U
L
L
I
N
G
E
R
07
/
2
4
/
1
7
45
4
8
9
20
1
7
S
T
R
E
E
T
R
E
C
L
A
M
A
T
I
O
N
IM
P
R
O
V
E
M
E
N
T
P
R
O
J
E
C
T
SH
O
R
E
W
O
O
D
,
M
I
N
N
E
S
O
T
A
7717-13
SCALE IN FEET
0
H:
10 20
SCALE IN FEET
0
V:
10 20
HOWARDS POINT ROAD
142+50.00
920
930
940
950
920
930
940
950
0 10 20 30 40 500-10-20-30-40-50
-2.50%-2.50%-25.00%-25.00%
143+00.00
920
930
940
950
920
930
940
950
0 10 20 30 40 500-10-20-30-40-50
-2.50%-2.50%-25.00%25.00%
143+50.00
920
930
940
950
920
930
940
950
0 10 20 30 40 500-10-20-30-40-50
-2.50%-2.50%25.00%25.00%
144+00.00
920
930
940
950
920
930
940
950
0 10 20 30 40 500-10-20-30-40-50
-2.50%-2.50%25.00%25.00%
142+85.00
920
930
940
950
920
930
940
950
0 10 20 30 40 500-10-20-30-40-50
-2.50%-2.50%-9.76%-25.00%
142+04.00
920
930
940
950
920
930
940
950
0 10 20 30 40 500-10-20-30-40-50
-2.50%-2.50%-5.56%-25.00%
93
4
.
6
7
93
4
.
8
7
93
5
.
7
2
93
5
.
9
4
93
6
.
6
3
93
6
.
7
6
93
7
.
0
1
93
7
.
0
8
93
7
.
9
4
93
7
.
9
8
93
8
.
5
8
93
8
.
6
4
WSB
WSB PROJECT NO.:
SCALE:
PLAN BY:
DESIGN BY:
CHECK BY:
SHEET
C.P.OF
I H
E
R
E
B
Y
C
E
R
T
I
F
Y
T
H
A
T
T
H
I
S
P
L
A
N
,
S
P
E
C
I
F
I
C
A
T
I
O
N
,
OR
R
E
P
O
R
T
W
A
S
P
R
E
P
A
R
E
D
B
Y
M
E
O
R
U
N
D
E
R
M
Y
DI
R
E
C
T
S
U
P
E
R
V
I
S
I
O
N
A
N
D
T
H
A
T
I
A
M
A
D
U
L
Y
LIC
E
N
S
E
D
P
R
O
F
E
S
S
I
O
N
A
L
E
N
G
I
N
E
E
R
U
N
D
E
R
T
H
E
LA
W
S
O
F
T
H
E
S
T
A
T
E
O
F
M
I
N
N
E
S
O
T
A
.
LI
C
.
N
O
:
DA
T
E
:
RE
V
I
S
I
O
N
S
NO
.
DA
T
E
DE
S
C
R
I
P
T
I
O
N
K:
\
0
2
9
2
5
-
4
0
0
\
C
a
d
\
P
l
a
n
\
0
2
9
2
5
-
4
0
0
-
C
-
X
S
C
T
-
H
o
w
a
r
d
s
.
d
w
g
8/
1
7
/
2
0
1
7
9
:
2
6
:
4
0
A
M
AS SHOWN
56
CROSS SECTIONS
02925-400
GMD
GMD TK
GI
N
A
M
.
D
U
L
L
I
N
G
E
R
07
/
2
4
/
1
7
45
4
8
9
20
1
7
S
T
R
E
E
T
R
E
C
L
A
M
A
T
I
O
N
IM
P
R
O
V
E
M
E
N
T
P
R
O
J
E
C
T
SH
O
R
E
W
O
O
D
,
M
I
N
N
E
S
O
T
A
7717-13
SCALE IN FEET
0
H:
10 20
SCALE IN FEET
0
V:
10 20
HOWARDS POINT ROAD
144+50.00
920
930
940
950
920
930
940
950
0 10 20 30 40 500-10-20-30-40-50
-2.50%-2.50%25.00%25.00%
145+00.00
930
940
950
960
930
940
950
960
0 10 20 30 40 500-10-20-30-40-50
-2.50%-2.50%25.00%25.00%
145+50.00
930
940
950
960
930
940
950
960
0 10 20 30 40 500-10-20-30-40-50
-2.50%-2.50%-25.00%-25.00%
146+00.00
930
940
950
960
930
940
950
960
0 10 20 30 40 500-10-20-30-40-50
-2.50%-2.50%25.00%-25.00%
146+33.00
940
950
960
970
940
950
960
970
0 10 20 30 40 500-10-20-30-40-50
-2.50%-2.50%4.78%-25.00%
145+18.00
930
940
950
960
930
940
950
960
0 10 20 30 40 500-10-20-30-40-50
-2.50%-2.50%-2.96%-25.00%
93
9
.
4
9
93
9
.
4
6
94
1
.
6
0
94
1
.
6
8
94
2
.
5
9
94
2
.
8
6
94
5
.
1
0
94
5
.
2
8
94
9
.
2
0
94
9
.
0
8
95
1
.
4
3
95
1
.
2
4
WSB
WSB PROJECT NO.:
SCALE:
PLAN BY:
DESIGN BY:
CHECK BY:
SHEET
C.P.OF
I H
E
R
E
B
Y
C
E
R
T
I
F
Y
T
H
A
T
T
H
I
S
P
L
A
N
,
S
P
E
C
I
F
I
C
A
T
I
O
N
,
OR
R
E
P
O
R
T
W
A
S
P
R
E
P
A
R
E
D
B
Y
M
E
O
R
U
N
D
E
R
M
Y
DI
R
E
C
T
S
U
P
E
R
V
I
S
I
O
N
A
N
D
T
H
A
T
I
A
M
A
D
U
L
Y
LIC
E
N
S
E
D
P
R
O
F
E
S
S
I
O
N
A
L
E
N
G
I
N
E
E
R
U
N
D
E
R
T
H
E
LA
W
S
O
F
T
H
E
S
T
A
T
E
O
F
M
I
N
N
E
S
O
T
A
.
LI
C
.
N
O
:
DA
T
E
:
RE
V
I
S
I
O
N
S
NO
.
DA
T
E
DE
S
C
R
I
P
T
I
O
N
K:
\
0
2
9
2
5
-
4
0
0
\
C
a
d
\
P
l
a
n
\
0
2
9
2
5
-
4
0
0
-
C
-
X
S
C
T
-
H
o
w
a
r
d
s
.
d
w
g
8/
1
7
/
2
0
1
7
9
:
2
6
:
5
0
A
M
AS SHOWN
57
CROSS SECTIONS
02925-400
GMD
GMD TK
GI
N
A
M
.
D
U
L
L
I
N
G
E
R
07
/
2
4
/
1
7
45
4
8
9
20
1
7
S
T
R
E
E
T
R
E
C
L
A
M
A
T
I
O
N
IM
P
R
O
V
E
M
E
N
T
P
R
O
J
E
C
T
SH
O
R
E
W
O
O
D
,
M
I
N
N
E
S
O
T
A
7717-13
SCALE IN FEET
0
H:
10 20
SCALE IN FEET
0
V:
10 20
HOWARDS POINT ROAD
146+50.00
940
950
960
970
940
950
960
970
0 10 20 30 40 500-10-20-30-40-50
-2.50%-2.50%25.00%-25.00%
147+00.00
940
950
960
970
940
950
960
970
0 10 20 30 40 500-10-20-30-40-50
-2.50%-2.50%25.00%-25.00%
147+50.00
940
950
960
970
940
950
960
970
0 10 20 30 40 500-10-20-30-40-50
-2.50%-2.50%25.00%-25.00%
148+00.00
940
950
960
970
940
950
960
970
0 10 20 30 40 500-10-20-30-40-50
-2.50%-2.50%25.00%-25.00%
148+50.00
940
950
960
970
940
950
960
970
0 10 20 30 40 500-10-20-30-40-50
-2.50%-2.50%7.16%-25.00%
149+00.00
940
950
960
970
940
950
960
970
0 10 20 30 40 500-10-20-30-40-50
-2.50%-2.50%25.00%-25.00%
149+50.00
940
950
960
970
940
950
960
970
0 10 20 30 40 500-10-20-30-40-50
-2.50%-2.50%8.12%25.00%
148+40.00
940
950
960
970
940
950
960
970
0 10 20 30 40 500-10-20-30-40-50
-2.50%-2.50%5.94%-25.00%
95
2
.
1
8
95
2
.
1
0
95
3
.
4
8
95
3
.
5
5
95
4
.
0
5
95
4
.
1
9
95
4
.
4
7
95
4
.
5
4
95
4
.
4
4
95
4
.
5
8
95
4
.
4
2
95
4
.
5
6
95
4
.
2
4
95
4
.
2
6
95
3
.
8
5
95
3
.
6
8
WSB
WSB PROJECT NO.:
SCALE:
PLAN BY:
DESIGN BY:
CHECK BY:
SHEET
C.P.OF
I H
E
R
E
B
Y
C
E
R
T
I
F
Y
T
H
A
T
T
H
I
S
P
L
A
N
,
S
P
E
C
I
F
I
C
A
T
I
O
N
,
OR
R
E
P
O
R
T
W
A
S
P
R
E
P
A
R
E
D
B
Y
M
E
O
R
U
N
D
E
R
M
Y
DI
R
E
C
T
S
U
P
E
R
V
I
S
I
O
N
A
N
D
T
H
A
T
I
A
M
A
D
U
L
Y
LIC
E
N
S
E
D
P
R
O
F
E
S
S
I
O
N
A
L
E
N
G
I
N
E
E
R
U
N
D
E
R
T
H
E
LA
W
S
O
F
T
H
E
S
T
A
T
E
O
F
M
I
N
N
E
S
O
T
A
.
LI
C
.
N
O
:
DA
T
E
:
RE
V
I
S
I
O
N
S
NO
.
DA
T
E
DE
S
C
R
I
P
T
I
O
N
K:
\
0
2
9
2
5
-
4
0
0
\
C
a
d
\
P
l
a
n
\
0
2
9
2
5
-
4
0
0
-
C
-
X
S
C
T
-
H
o
w
a
r
d
s
.
d
w
g
8/
1
7
/
2
0
1
7
9
:
2
7
:
0
0
A
M
AS SHOWN
59
CROSS SECTIONS
02925-400
GMD
GMD TK
GI
N
A
M
.
D
U
L
L
I
N
G
E
R
07
/
2
4
/
1
7
45
4
8
9
20
1
7
S
T
R
E
E
T
R
E
C
L
A
M
A
T
I
O
N
IM
P
R
O
V
E
M
E
N
T
P
R
O
J
E
C
T
SH
O
R
E
W
O
O
D
,
M
I
N
N
E
S
O
T
A
7717-13
SCALE IN FEET
0
H:
10 20
SCALE IN FEET
0
V:
10 20
HOWARDS POINT ROAD
150+00.00
940
950
960
970
940
950
960
970
0 10 20 30 40 500-10-20-30-40-50
-2.50%-2.50%25.00%25.00%
150+50.00
930
940
950
960
930
940
950
960
0 10 20 30 40 500-10-20-30-40-50
-2.50%-2.50%25.00%25.00%
151+00.00
930
940
950
960
930
940
950
960
0 10 20 30 40 500-10-20-30-40-50
-2.50%-2.50%25.00%25.00%
151+50.00
930
940
950
960
930
940
950
960
0 10 20 30 40 500-10-20-30-40-50
-2.50%-2.50%2.94%-25.00%
150+22.00
940
950
960
970
940
950
960
970
0 10 20 30 40 500-10-20-30-40-50
-2.50%-2.50%8.50%25.00%
151+43.00
930
940
950
960
930
940
950
960
0 10 20 30 40 500-10-20-30-40-50
-2.50%-2.50%2.25%-25.00%
151+83.00
930
940
950
960
930
940
950
960
0 10 20 30 40 500-10-20-30-40-50
-2.50%-2.50%4.58%-25.00%
149+53.00
940
950
960
970
940
950
960
970
0 10 20 30 40 500-10-20-30-40-50
-2.50%-2.50%8.24%25.00%
95
3
.
8
3
95
3
.
6
4
95
2
.
5
9
95
2
.
8
9
95
2
.
0
1
95
2
.
2
1
95
1
.
2
5
95
0
.
9
9
94
7
.
7
5
94
7
.
9
8
94
4
.
7
2
94
5
.
2
5
94
4
.
2
4
94
4
.
8
0
94
2
.
5
6
94
2
.
7
1
WSB
WSB PROJECT NO.:
SCALE:
PLAN BY:
DESIGN BY:
CHECK BY:
SHEET
C.P.OF
I H
E
R
E
B
Y
C
E
R
T
I
F
Y
T
H
A
T
T
H
I
S
P
L
A
N
,
S
P
E
C
I
F
I
C
A
T
I
O
N
,
OR
R
E
P
O
R
T
W
A
S
P
R
E
P
A
R
E
D
B
Y
M
E
O
R
U
N
D
E
R
M
Y
DI
R
E
C
T
S
U
P
E
R
V
I
S
I
O
N
A
N
D
T
H
A
T
I
A
M
A
D
U
L
Y
LIC
E
N
S
E
D
P
R
O
F
E
S
S
I
O
N
A
L
E
N
G
I
N
E
E
R
U
N
D
E
R
T
H
E
LA
W
S
O
F
T
H
E
S
T
A
T
E
O
F
M
I
N
N
E
S
O
T
A
.
LI
C
.
N
O
:
DA
T
E
:
RE
V
I
S
I
O
N
S
NO
.
DA
T
E
DE
S
C
R
I
P
T
I
O
N
K:
\
0
2
9
2
5
-
4
0
0
\
C
a
d
\
P
l
a
n
\
0
2
9
2
5
-
4
0
0
-
C
-
X
S
C
T
-
H
o
w
a
r
d
s
.
d
w
g
8/
1
7
/
2
0
1
7
9
:
2
7
:
1
1
A
M
AS SHOWN
59
CROSS SECTIONS
02925-400
GMD
GMD TK
GI
N
A
M
.
D
U
L
L
I
N
G
E
R
07
/
2
4
/
1
7
45
4
8
9
20
1
7
S
T
R
E
E
T
R
E
C
L
A
M
A
T
I
O
N
IM
P
R
O
V
E
M
E
N
T
P
R
O
J
E
C
T
SH
O
R
E
W
O
O
D
,
M
I
N
N
E
S
O
T
A
7717-13
SCALE IN FEET
0
H:
10 20
SCALE IN FEET
0
V:
10 20
HOWARDS POINT ROAD
152+00.00
930
940
950
960
930
940
950
960
0 10 20 30 40 500-10-20-30-40-50
-2.50%-2.50%-25.00%25.00%
152+50.00
920
930
940
950
920
930
940
950
0 10 20 30 40 500-10-20-30-40-50
-2.50%-2.50%25.00%25.00%
153+00.00
920
930
940
950
920
930
940
950
0 10 20 30 40 500-10-20-30-40-50
-2.50%-2.50%25.00%25.00%
153+50.00
920
930
940
950
920
930
940
950
0 10 20 30 40 500-10-20-30-40-50
-2.50%-2.50%17.12%25.00%
153+53.71
920
930
940
950
920
930
940
950
0 10 20 30 40 500-10-20-30-40-50
-2.50%-2.50%18.20%25.00%
152+16.00
920
930
940
950
960
920
930
940
950
960
0 10 20 30 40 500-10-20-30-40-50
-2.50%-2.50%2.37%25.00%
94
1
.
6
6
94
1
.
6
3
94
0
.
7
2
94
0
.
6
1
93
8
.
7
0
93
8
.
4
5
93
5
.
4
1
93
5
.
3
0
93
2
.
8
1
93
2
.
9
1
93
2
.
7
2
93
2
.
7
7
WSB
WSB PROJECT NO.:
SCALE:
PLAN BY:
DESIGN BY:
CHECK BY:
SHEET
C.P.OF
I H
E
R
E
B
Y
C
E
R
T
I
F
Y
T
H
A
T
T
H
I
S
P
L
A
N
,
S
P
E
C
I
F
I
C
A
T
I
O
N
,
OR
R
E
P
O
R
T
W
A
S
P
R
E
P
A
R
E
D
B
Y
M
E
O
R
U
N
D
E
R
M
Y
DI
R
E
C
T
S
U
P
E
R
V
I
S
I
O
N
A
N
D
T
H
A
T
I
A
M
A
D
U
L
Y
LIC
E
N
S
E
D
P
R
O
F
E
S
S
I
O
N
A
L
E
N
G
I
N
E
E
R
U
N
D
E
R
T
H
E
LA
W
S
O
F
T
H
E
S
T
A
T
E
O
F
M
I
N
N
E
S
O
T
A
.
LI
C
.
N
O
:
DA
T
E
:
RE
V
I
S
I
O
N
S
NO
.
DA
T
E
DE
S
C
R
I
P
T
I
O
N
K:
\
0
2
9
2
5
-
4
0
0
\
C
a
d
\
P
l
a
n
\
0
2
9
2
5
-
4
0
0
-
C
-
X
S
C
T
-
H
o
w
a
r
d
s
.
d
w
g
8/
1
7
/
2
0
1
7
9
:
2
7
:
2
0
A
M
AS SHOWN
60
CROSS SECTIONS
02925-400
GMD
GMD TK
GI
N
A
M
.
D
U
L
L
I
N
G
E
R
07
/
2
4
/
1
7
45
4
8
9
20
1
7
S
T
R
E
E
T
R
E
C
L
A
M
A
T
I
O
N
IM
P
R
O
V
E
M
E
N
T
P
R
O
J
E
C
T
SH
O
R
E
W
O
O
D
,
M
I
N
N
E
S
O
T
A
7717-13
SCALE IN FEET
0
H:
10 20
SCALE IN FEET
0
V:
10 20
HOWARDS POINT ROAD
200+50.00
980
990
1000
1010
1020
980
990
1000
1010
1020
0 10 20 30 40 500-10-20-30-40-50
-8.00%3.50%
201+00.00
990
1000
1010
1020
990
1000
1010
1020
0 10 20 30 40 500-10-20-30-40-50
25.00%25.00%-2.50%2.50%
201+50.00
990
1000
1010
1020
1030
990
1000
1010
1020
1030
0 10 20 30 40 500-10-20-30-40-50
-25.00%-2.50%2.50%-2.72%
202+00.00
1000
1010
1020
1030
1040
1000
1010
1020
1030
1040
0 10 20 30 40 500-10-20-30-40-50
25.00%
-25.00%-2.50%2.50%
202+50.00
1000
1010
1020
1030
1040
1050
1000
1010
1020
1030
1040
1050
0 10 20 30 40 500-10-20-30-40-50
-25.00%-25.00%-2.50%2.50%
202+26.00
1000
1010
1020
1030
1040
1000
1010
1020
1030
1040
0 10 20 30 40 500-10-20-30-40-50
-2.50%2.50%-3.79%
99
7
.
6
6
10
0
2
.
9
3
10
0
8
.
9
7
10
1
5
.
5
9
10
1
9
.
3
6
10
2
2
.
7
3
WSB
WSB PROJECT NO.:
SCALE:
PLAN BY:
DESIGN BY:
CHECK BY:
SHEET
C.P.OF
I H
E
R
E
B
Y
C
E
R
T
I
F
Y
T
H
A
T
T
H
I
S
P
L
A
N
,
S
P
E
C
I
F
I
C
A
T
I
O
N
,
OR
R
E
P
O
R
T
W
A
S
P
R
E
P
A
R
E
D
B
Y
M
E
O
R
U
N
D
E
R
M
Y
DI
R
E
C
T
S
U
P
E
R
V
I
S
I
O
N
A
N
D
T
H
A
T
I
A
M
A
D
U
L
Y
LIC
E
N
S
E
D
P
R
O
F
E
S
S
I
O
N
A
L
E
N
G
I
N
E
E
R
U
N
D
E
R
T
H
E
LA
W
S
O
F
T
H
E
S
T
A
T
E
O
F
M
I
N
N
E
S
O
T
A
.
LI
C
.
N
O
:
DA
T
E
:
RE
V
I
S
I
O
N
S
NO
.
DA
T
E
DE
S
C
R
I
P
T
I
O
N
K:
\
0
2
9
2
5
-
4
0
0
\
C
a
d
\
P
l
a
n
\
0
2
9
2
5
-
4
0
0
-
C
-
X
S
C
T
.
d
w
g
8/
1
7
/
2
0
1
7
9
:
3
0
:
0
4
A
M
AS SHOWN
61
CROSS SECTIONS
02925-400
GMD
GMD TK
GI
N
A
M
.
D
U
L
L
I
N
G
E
R
07
/
2
4
/
1
7
45
4
8
9
20
1
7
S
T
R
E
E
T
R
E
C
L
A
M
A
T
I
O
N
IM
P
R
O
V
E
M
E
N
T
P
R
O
J
E
C
T
SH
O
R
E
W
O
O
D
,
M
I
N
N
E
S
O
T
A
7717-13
SCALE IN FEET
0
H:
10 20
SCALE IN FEET
0
V:
10 20
SUMMIT AVENUE
203+00.00
1010
1020
1030
1040
1050
1010
1020
1030
1040
1050
0 10 20 30 40 500-10-20-30-40-50
-25.00%
-25.00
%-2.50%2.50%
203+50.00
1010
1020
1030
1040
1050
1060
1010
1020
1030
1040
1050
1060
0 10 20 30 40 500-10-20-30-40-50
-25.00%-25.00%-2.50%2.50%
204+00.00
1020
1030
1040
1050
1060
1020
1030
1040
1050
1060
0 10 20 30 40 500-10-20-30-40-50
25.00%-2.50%2.50%
204+50.00
1020
1030
1040
1050
1060
1070
1020
1030
1040
1050
1060
1070
0 10 20 30 40 500-10-20-30-40-50
25.00%-2.50%2.50%
205+00.00
1020
1030
1040
1050
1060
1070
1020
1030
1040
1050
1060
1070
0 10 20 30 40 500-10-20-30-40-50
25.00%-2.50%2.50%
205+50.00
1030
1040
1050
1060
1070
1030
1040
1050
1060
1070
0 10 20 30 40 500-10-20-30-40-50
-25.00%-2.50%2.50%
10
2
9
.
4
7
10
3
5
.
0
6
10
3
9
.
9
1
10
4
4
.
3
2
10
4
8
.
3
1
10
5
1
.
7
5
WSB
WSB PROJECT NO.:
SCALE:
PLAN BY:
DESIGN BY:
CHECK BY:
SHEET
C.P.OF
I H
E
R
E
B
Y
C
E
R
T
I
F
Y
T
H
A
T
T
H
I
S
P
L
A
N
,
S
P
E
C
I
F
I
C
A
T
I
O
N
,
OR
R
E
P
O
R
T
W
A
S
P
R
E
P
A
R
E
D
B
Y
M
E
O
R
U
N
D
E
R
M
Y
DI
R
E
C
T
S
U
P
E
R
V
I
S
I
O
N
A
N
D
T
H
A
T
I
A
M
A
D
U
L
Y
LIC
E
N
S
E
D
P
R
O
F
E
S
S
I
O
N
A
L
E
N
G
I
N
E
E
R
U
N
D
E
R
T
H
E
LA
W
S
O
F
T
H
E
S
T
A
T
E
O
F
M
I
N
N
E
S
O
T
A
.
LI
C
.
N
O
:
DA
T
E
:
RE
V
I
S
I
O
N
S
NO
.
DA
T
E
DE
S
C
R
I
P
T
I
O
N
K:
\
0
2
9
2
5
-
4
0
0
\
C
a
d
\
P
l
a
n
\
0
2
9
2
5
-
4
0
0
-
C
-
X
S
C
T
.
d
w
g
8/
1
7
/
2
0
1
7
9
:
3
0
:
1
5
A
M
AS SHOWN
62
CROSS SECTIONS
02925-400
GMD
GMD TK
GI
N
A
M
.
D
U
L
L
I
N
G
E
R
07
/
2
4
/
1
7
45
4
8
9
20
1
7
S
T
R
E
E
T
R
E
C
L
A
M
A
T
I
O
N
IM
P
R
O
V
E
M
E
N
T
P
R
O
J
E
C
T
SH
O
R
E
W
O
O
D
,
M
I
N
N
E
S
O
T
A
7717-13
SCALE IN FEET
0
H:
10 20
SCALE IN FEET
0
V:
10 20
SUMMIT AVENUE
206+00.00
1030
1040
1050
1060
1070
1080
1030
1040
1050
1060
1070
1080
0 10 20 30 40 500-10-20-30-40-50
-25.00%
-25.00%-2.50%2.50%
206+50.00
1040
1050
1060
1070
1080
1040
1050
1060
1070
1080
0 10 20 30 40 500-10-20-30-40-50
25.00%-25.00%-2.50%2.50%
207+00.00
1050
1060
1070
1080
1050
1060
1070
1080
0 10 20 30 40 500-10-20-30-40-50
25.00%-2.50%-2.50%12.76%
207+50.00
1050
1060
1070
1080
1050
1060
1070
1080
0 10 20 30 40 500-10-20-30-40-50
-2.50%-2.50%8.07%3.29%
208+00.00
1050
1060
1070
1080
1050
1060
1070
1080
0 10 20 30 40 500-10-20-30-40-50
25.00%-2.50%-2.50%4.45%
206+87.00
1050
1060
1070
1080
1050
1060
1070
1080
0 10 20 30 40 500-10-20-30-40-50
25.00%-2.50%-2.50%10.80%
10
5
5
.
5
0
10
5
9
.
5
4
10
6
1
.
8
3
10
6
2
.
4
9
10
6
4
.
4
0
10
6
5
.
2
3
WSB
WSB PROJECT NO.:
SCALE:
PLAN BY:
DESIGN BY:
CHECK BY:
SHEET
C.P.OF
I H
E
R
E
B
Y
C
E
R
T
I
F
Y
T
H
A
T
T
H
I
S
P
L
A
N
,
S
P
E
C
I
F
I
C
A
T
I
O
N
,
OR
R
E
P
O
R
T
W
A
S
P
R
E
P
A
R
E
D
B
Y
M
E
O
R
U
N
D
E
R
M
Y
DI
R
E
C
T
S
U
P
E
R
V
I
S
I
O
N
A
N
D
T
H
A
T
I
A
M
A
D
U
L
Y
LIC
E
N
S
E
D
P
R
O
F
E
S
S
I
O
N
A
L
E
N
G
I
N
E
E
R
U
N
D
E
R
T
H
E
LA
W
S
O
F
T
H
E
S
T
A
T
E
O
F
M
I
N
N
E
S
O
T
A
.
LI
C
.
N
O
:
DA
T
E
:
RE
V
I
S
I
O
N
S
NO
.
DA
T
E
DE
S
C
R
I
P
T
I
O
N
K:
\
0
2
9
2
5
-
4
0
0
\
C
a
d
\
P
l
a
n
\
0
2
9
2
5
-
4
0
0
-
C
-
X
S
C
T
.
d
w
g
8/
1
7
/
2
0
1
7
9
:
3
0
:
2
5
A
M
AS SHOWN
63
CROSS SECTIONS
02925-400
GMD
GMD TK
GI
N
A
M
.
D
U
L
L
I
N
G
E
R
07
/
2
4
/
1
7
45
4
8
9
20
1
7
S
T
R
E
E
T
R
E
C
L
A
M
A
T
I
O
N
IM
P
R
O
V
E
M
E
N
T
P
R
O
J
E
C
T
SH
O
R
E
W
O
O
D
,
M
I
N
N
E
S
O
T
A
7717-13
SCALE IN FEET
0
H:
10 20
SCALE IN FEET
0
V:
10 20
SUMMIT AVENUE
208+50.00
1050
1060
1070
1080
1050
1060
1070
1080
0 10 20 30 40 500-10-20-30-40-50
25.00%25.00%-2.50%-2.50%
10
6
5
.
7
7
WSB
WSB PROJECT NO.:
SCALE:
PLAN BY:
DESIGN BY:
CHECK BY:
SHEET
C.P.OF
I H
E
R
E
B
Y
C
E
R
T
I
F
Y
T
H
A
T
T
H
I
S
P
L
A
N
,
S
P
E
C
I
F
I
C
A
T
I
O
N
,
OR
R
E
P
O
R
T
W
A
S
P
R
E
P
A
R
E
D
B
Y
M
E
O
R
U
N
D
E
R
M
Y
DI
R
E
C
T
S
U
P
E
R
V
I
S
I
O
N
A
N
D
T
H
A
T
I
A
M
A
D
U
L
Y
LIC
E
N
S
E
D
P
R
O
F
E
S
S
I
O
N
A
L
E
N
G
I
N
E
E
R
U
N
D
E
R
T
H
E
LA
W
S
O
F
T
H
E
S
T
A
T
E
O
F
M
I
N
N
E
S
O
T
A
.
LI
C
.
N
O
:
DA
T
E
:
RE
V
I
S
I
O
N
S
NO
.
DA
T
E
DE
S
C
R
I
P
T
I
O
N
K:
\
0
2
9
2
5
-
4
0
0
\
C
a
d
\
P
l
a
n
\
0
2
9
2
5
-
4
0
0
-
C
-
X
S
C
T
.
d
w
g
8/
1
7
/
2
0
1
7
9
:
3
0
:
3
6
A
M
AS SHOWN
64
CROSS SECTIONS
02925-400
GMD
GMD TK
GI
N
A
M
.
D
U
L
L
I
N
G
E
R
07
/
2
4
/
1
7
45
4
8
9
20
1
7
S
T
R
E
E
T
R
E
C
L
A
M
A
T
I
O
N
IM
P
R
O
V
E
M
E
N
T
P
R
O
J
E
C
T
SH
O
R
E
W
O
O
D
,
M
I
N
N
E
S
O
T
A
7717-13
SCALE IN FEET
0
H:
10 20
SCALE IN FEET
0
V:
10 20
SUMMIT AVENUE
300+50.00
930
940
950
960
930
940
950
960
0 10 20 30 40 500-10-20-30-40-50
Vertical Vertical-0.36%-1.14%
301+00.00
930
940
950
960
930
940
950
960
0 10 20 30 40 500-10-20-30-40-50
-1.59%-0.69%
301+50.00
930
940
950
960
930
940
950
960
0 10 20 30 40 500-10-20-30-40-50
-25.00%-2.50%-2.50%10.69%
302+00.00
930
940
950
960
930
940
950
960
0 10 20 30 40 500-10-20-30-40-50
25.00%25.00%-2.50%-2.50%
300+18.00
930
940
950
960
930
940
950
960
0 10 20 30 40 500-10-20-30-40-50
Vertical 0.58%-1.41%6.89%
300+61.00
930
940
950
960
930
940
950
960
0 10 20 30 40 500-10-20-30-40-50
-0.64%-1.28%5.97%
301+72.00
930
940
950
960
930
940
950
960
0 10 20 30 40 500-10-20-30-40-50
25.00%-2.50%-2.50%2.45%
300+87.00
930
940
950
960
930
940
950
960
0 10 20 30 40 500-10-20-30-40-50
-1.21%-0.79%6.87%
94
1
.
5
3
94
1
.
8
1
94
1
.
9
5
94
2
.
1
1
94
2
.
1
6
94
2
.
4
3
94
2
.
5
5
94
2
.
7
7
WSB
WSB PROJECT NO.:
SCALE:
PLAN BY:
DESIGN BY:
CHECK BY:
SHEET
C.P.OF
I H
E
R
E
B
Y
C
E
R
T
I
F
Y
T
H
A
T
T
H
I
S
P
L
A
N
,
S
P
E
C
I
F
I
C
A
T
I
O
N
,
OR
R
E
P
O
R
T
W
A
S
P
R
E
P
A
R
E
D
B
Y
M
E
O
R
U
N
D
E
R
M
Y
DI
R
E
C
T
S
U
P
E
R
V
I
S
I
O
N
A
N
D
T
H
A
T
I
A
M
A
D
U
L
Y
LIC
E
N
S
E
D
P
R
O
F
E
S
S
I
O
N
A
L
E
N
G
I
N
E
E
R
U
N
D
E
R
T
H
E
LA
W
S
O
F
T
H
E
S
T
A
T
E
O
F
M
I
N
N
E
S
O
T
A
.
LI
C
.
N
O
:
DA
T
E
:
RE
V
I
S
I
O
N
S
NO
.
DA
T
E
DE
S
C
R
I
P
T
I
O
N
K:
\
0
2
9
2
5
-
4
0
0
\
C
a
d
\
P
l
a
n
\
0
2
9
2
5
-
4
0
0
-
C
-
X
S
C
T
.
d
w
g
8/
1
7
/
2
0
1
7
9
:
3
0
:
4
6
A
M
AS SHOWN
65
CROSS SECTIONS
02925-400
GMD
GMD TK
GI
N
A
M
.
D
U
L
L
I
N
G
E
R
07
/
2
4
/
1
7
45
4
8
9
20
1
7
S
T
R
E
E
T
R
E
C
L
A
M
A
T
I
O
N
IM
P
R
O
V
E
M
E
N
T
P
R
O
J
E
C
T
SH
O
R
E
W
O
O
D
,
M
I
N
N
E
S
O
T
A
7717-13
SCALE IN FEET
0
H:
10 20
SCALE IN FEET
0
V:
10 20
OAK RIDGE CIRCLE
302+50.00
930
940
950
960
930
940
950
960
0 10 20 30 40 500-10-20-30-40-50
25.00%25.00%-2.50%-2.50%
303+00.00
930
940
950
960
930
940
950
960
0 10 20 30 40 500-10-20-30-40-50
25.00%25.00%-2.50%-2.50%
303+50.00
930
940
950
960
930
940
950
960
0 10 20 30 40 500-10-20-30-40-50
-2.50%-2.50%6.63%
304+00.00
930
940
950
960
930
940
950
960
0 10 20 30 40 500-10-20-30-40-50
25.00%25.00%-2.50%-2.50%
302+09.00
930
940
950
960
930
940
950
960
0 10 20 30 40 500-10-20-30-40-50
25.00%-2.50%-2.50%7.53%
302+76.00
930
940
950
960
930
940
950
960
0 10 20 30 40 500-10-20-30-40-50
25.00%-2.50%-2.50%3.01%
303+45.00
930
940
950
960
930
940
950
960
0 10 20 30 40 500-10-20-30-40-50
-2.50%-2.50%6.50%
303+76.00
930
940
950
960
930
940
950
960
0 10 20 30 40 500-10-20-30-40-50
25.00%-2.50%-2.50%10.17%
94
2
.
8
6
94
3
.
3
9
94
3
.
8
8
94
4
.
4
2
94
5
.
6
9
94
5
.
8
9
94
6
.
8
9
94
7
.
8
2
WSB
WSB PROJECT NO.:
SCALE:
PLAN BY:
DESIGN BY:
CHECK BY:
SHEET
C.P.OF
I H
E
R
E
B
Y
C
E
R
T
I
F
Y
T
H
A
T
T
H
I
S
P
L
A
N
,
S
P
E
C
I
F
I
C
A
T
I
O
N
,
OR
R
E
P
O
R
T
W
A
S
P
R
E
P
A
R
E
D
B
Y
M
E
O
R
U
N
D
E
R
M
Y
DI
R
E
C
T
S
U
P
E
R
V
I
S
I
O
N
A
N
D
T
H
A
T
I
A
M
A
D
U
L
Y
LIC
E
N
S
E
D
P
R
O
F
E
S
S
I
O
N
A
L
E
N
G
I
N
E
E
R
U
N
D
E
R
T
H
E
LA
W
S
O
F
T
H
E
S
T
A
T
E
O
F
M
I
N
N
E
S
O
T
A
.
LI
C
.
N
O
:
DA
T
E
:
RE
V
I
S
I
O
N
S
NO
.
DA
T
E
DE
S
C
R
I
P
T
I
O
N
K:
\
0
2
9
2
5
-
4
0
0
\
C
a
d
\
P
l
a
n
\
0
2
9
2
5
-
4
0
0
-
C
-
X
S
C
T
.
d
w
g
8/
1
7
/
2
0
1
7
9
:
3
0
:
5
6
A
M
AS SHOWN
66
CROSS SECTIONS
02925-400
GMD
GMD TK
GI
N
A
M
.
D
U
L
L
I
N
G
E
R
07
/
2
4
/
1
7
45
4
8
9
20
1
7
S
T
R
E
E
T
R
E
C
L
A
M
A
T
I
O
N
IM
P
R
O
V
E
M
E
N
T
P
R
O
J
E
C
T
SH
O
R
E
W
O
O
D
,
M
I
N
N
E
S
O
T
A
7717-13
SCALE IN FEET
0
H:
10 20
SCALE IN FEET
0
V:
10 20
OAK RIDGE CIRCLE
304+50.00
930
940
950
960
970
930
940
950
960
970
0 10 20 30 40 500-10-20-30-40-50
25.00%25.00%-2.50%-2.50%
305+00.00
940
950
960
970
940
950
960
970
0 10 20 30 40 500-10-20-30-40-50
25.00%25.00%-2.50%-2.50%
94
9
.
8
1
95
1
.
5
9
WSB
WSB PROJECT NO.:
SCALE:
PLAN BY:
DESIGN BY:
CHECK BY:
SHEET
C.P.OF
I H
E
R
E
B
Y
C
E
R
T
I
F
Y
T
H
A
T
T
H
I
S
P
L
A
N
,
S
P
E
C
I
F
I
C
A
T
I
O
N
,
OR
R
E
P
O
R
T
W
A
S
P
R
E
P
A
R
E
D
B
Y
M
E
O
R
U
N
D
E
R
M
Y
DI
R
E
C
T
S
U
P
E
R
V
I
S
I
O
N
A
N
D
T
H
A
T
I
A
M
A
D
U
L
Y
LIC
E
N
S
E
D
P
R
O
F
E
S
S
I
O
N
A
L
E
N
G
I
N
E
E
R
U
N
D
E
R
T
H
E
LA
W
S
O
F
T
H
E
S
T
A
T
E
O
F
M
I
N
N
E
S
O
T
A
.
LI
C
.
N
O
:
DA
T
E
:
RE
V
I
S
I
O
N
S
NO
.
DA
T
E
DE
S
C
R
I
P
T
I
O
N
K:
\
0
2
9
2
5
-
4
0
0
\
C
a
d
\
P
l
a
n
\
0
2
9
2
5
-
4
0
0
-
C
-
X
S
C
T
.
d
w
g
8/
1
7
/
2
0
1
7
9
:
3
1
:
0
6
A
M
AS SHOWN
67
CROSS SECTIONS
02925-400
GMD
GMD TK
GI
N
A
M
.
D
U
L
L
I
N
G
E
R
07
/
2
4
/
1
7
45
4
8
9
20
1
7
S
T
R
E
E
T
R
E
C
L
A
M
A
T
I
O
N
IM
P
R
O
V
E
M
E
N
T
P
R
O
J
E
C
T
SH
O
R
E
W
O
O
D
,
M
I
N
N
E
S
O
T
A
7717-13
SCALE IN FEET
0
H:
10 20
SCALE IN FEET
0
V:
10 20
OAK RIDGE CIRCLE
401+00.00
970
980
990
1000
970
980
990
1000
0 10 20 30 40 500-10-20-30-40-50
401+50.00
970
980
990
1000
1010
970
980
990
1000
1010
0 10 20 30 40 500-10-20-30-40-50
401+71.00
970
980
990
1000
1010
970
980
990
1000
1010
0 10 20 30 40 500-10-20-30-40-50
402+00.00
980
990
1000
1010
980
990
1000
1010
0 10 20 30 40 500-10-20-30-40-50
402+39.00
980
990
1000
1010
1020
980
990
1000
1010
1020
0 10 20 30 40 500-10-20-30-40-50
402+50.00
980
990
1000
1010
1020
980
990
1000
1010
1020
0 10 20 30 40 500-10-20-30-40-50
98
7
.
8
4
99
1
.
4
9
99
3
.
0
6
99
4
.
9
3
99
7
.
2
6
99
7
.
8
9
-25.00%-25.00%-2.50%-2.50%
-25.00%
-25.00%-2.50%-2.50%
-25.00%-2.50%-2.50%9.80%
-25.00%-25.00%-2.50%-2.50%
-25.00%-2.50%-2.50%9.19%
-25.00%25.00%-2.50%-2.50%
WSB
WSB PROJECT NO.:
SCALE:
PLAN BY:
DESIGN BY:
CHECK BY:
SHEET
C.P.OF
I H
E
R
E
B
Y
C
E
R
T
I
F
Y
T
H
A
T
T
H
I
S
P
L
A
N
,
S
P
E
C
I
F
I
C
A
T
I
O
N
,
OR
R
E
P
O
R
T
W
A
S
P
R
E
P
A
R
E
D
B
Y
M
E
O
R
U
N
D
E
R
M
Y
DI
R
E
C
T
S
U
P
E
R
V
I
S
I
O
N
A
N
D
T
H
A
T
I
A
M
A
D
U
L
Y
LIC
E
N
S
E
D
P
R
O
F
E
S
S
I
O
N
A
L
E
N
G
I
N
E
E
R
U
N
D
E
R
T
H
E
LA
W
S
O
F
T
H
E
S
T
A
T
E
O
F
M
I
N
N
E
S
O
T
A
.
LI
C
.
N
O
:
DA
T
E
:
RE
V
I
S
I
O
N
S
NO
.
DA
T
E
DE
S
C
R
I
P
T
I
O
N
K:
\
0
2
9
2
5
-
4
0
0
\
C
a
d
\
P
l
a
n
\
0
2
9
2
5
-
4
0
0
-
C
-
X
S
C
T
.
d
w
g
8/
1
7
/
2
0
1
7
9
:
3
1
:
1
7
A
M
AS SHOWN
68
CROSS SECTIONS
02925-400
GMD
GMD TK
GI
N
A
M
.
D
U
L
L
I
N
G
E
R
07
/
2
4
/
1
7
45
4
8
9
20
1
7
S
T
R
E
E
T
R
E
C
L
A
M
A
T
I
O
N
IM
P
R
O
V
E
M
E
N
T
P
R
O
J
E
C
T
SH
O
R
E
W
O
O
D
,
M
I
N
N
E
S
O
T
A
7717-13
SCALE IN FEET
0
H:
10 20
SCALE IN FEET
0
V:
10 20
KATHLEEN COURT
403+00.00
980
990
1000
1010
1020
980
990
1000
1010
1020
0 10 20 30 40 500-10-20-30-40-50
403+35.00
990
1000
1010
1020
990
1000
1010
1020
0 10 20 30 40 500-10-20-30-40-50
403+50.00
990
1000
1010
1020
990
1000
1010
1020
0 10 20 30 40 500-10-20-30-40-50
10
0
0
.
6
1
10
0
1
.
4
3
10
0
1
.
7
5
-25.00%-2.50%-2.50%3.19%
Vertical -2.45%-0.44%11.41%
-1.82%-0.01%7.40%
WSB
WSB PROJECT NO.:
SCALE:
PLAN BY:
DESIGN BY:
CHECK BY:
SHEET
C.P.OF
I H
E
R
E
B
Y
C
E
R
T
I
F
Y
T
H
A
T
T
H
I
S
P
L
A
N
,
S
P
E
C
I
F
I
C
A
T
I
O
N
,
OR
R
E
P
O
R
T
W
A
S
P
R
E
P
A
R
E
D
B
Y
M
E
O
R
U
N
D
E
R
M
Y
DI
R
E
C
T
S
U
P
E
R
V
I
S
I
O
N
A
N
D
T
H
A
T
I
A
M
A
D
U
L
Y
LIC
E
N
S
E
D
P
R
O
F
E
S
S
I
O
N
A
L
E
N
G
I
N
E
E
R
U
N
D
E
R
T
H
E
LA
W
S
O
F
T
H
E
S
T
A
T
E
O
F
M
I
N
N
E
S
O
T
A
.
LI
C
.
N
O
:
DA
T
E
:
RE
V
I
S
I
O
N
S
NO
.
DA
T
E
DE
S
C
R
I
P
T
I
O
N
K:
\
0
2
9
2
5
-
4
0
0
\
C
a
d
\
P
l
a
n
\
0
2
9
2
5
-
4
0
0
-
C
-
X
S
C
T
.
d
w
g
8/
1
7
/
2
0
1
7
9
:
3
1
:
2
6
A
M
AS SHOWN
69
CROSS SECTIONS
02925-400
GMD
GMD TK
GI
N
A
M
.
D
U
L
L
I
N
G
E
R
07
/
2
4
/
1
7
45
4
8
9
20
1
7
S
T
R
E
E
T
R
E
C
L
A
M
A
T
I
O
N
IM
P
R
O
V
E
M
E
N
T
P
R
O
J
E
C
T
SH
O
R
E
W
O
O
D
,
M
I
N
N
E
S
O
T
A
7717-13
SCALE IN FEET
0
H:
10 20
SCALE IN FEET
0
V:
10 20
KATHLEEN COURT
500+50.00
960
970
980
990
960
970
980
990
0 10 20 30 40 500-10-20-30-40-50
25.00%25.00%-2.50%2.50%
501+00.00
960
970
980
990
960
970
980
990
0 10 20 30 40 500-10-20-30-40-50
-25.00%25.00%-2.50%-2.50%
501+50.00
950
960
970
980
990
950
960
970
980
990
0 10 20 30 40 500-10-20-30-40-50
-25.00%-25.00%-2.50%-2.50%
502+00.00
950
960
970
980
950
960
970
980
0 10 20 30 40 500-10-20-30-40-50
-25.00%-2.50%-2.50%-3.86%
502+50.00
950
960
970
980
950
960
970
980
0 10 20 30 40 500-10-20-30-40-50
25.00%25.00%-2.50%-2.50%
501+30.00
960
970
980
990
960
970
980
990
0 10 20 30 40 500-10-20-30-40-50
-25.00%-2.50%-2.50%6.84%
97
6
.
8
6
97
2
.
9
4
97
1
.
1
7
97
0
.
3
6
96
8
.
4
2
96
8
.
0
5
WSB
WSB PROJECT NO.:
SCALE:
PLAN BY:
DESIGN BY:
CHECK BY:
SHEET
C.P.OF
I H
E
R
E
B
Y
C
E
R
T
I
F
Y
T
H
A
T
T
H
I
S
P
L
A
N
,
S
P
E
C
I
F
I
C
A
T
I
O
N
,
OR
R
E
P
O
R
T
W
A
S
P
R
E
P
A
R
E
D
B
Y
M
E
O
R
U
N
D
E
R
M
Y
DI
R
E
C
T
S
U
P
E
R
V
I
S
I
O
N
A
N
D
T
H
A
T
I
A
M
A
D
U
L
Y
LIC
E
N
S
E
D
P
R
O
F
E
S
S
I
O
N
A
L
E
N
G
I
N
E
E
R
U
N
D
E
R
T
H
E
LA
W
S
O
F
T
H
E
S
T
A
T
E
O
F
M
I
N
N
E
S
O
T
A
.
LI
C
.
N
O
:
DA
T
E
:
RE
V
I
S
I
O
N
S
NO
.
DA
T
E
DE
S
C
R
I
P
T
I
O
N
K:
\
0
2
9
2
5
-
4
0
0
\
C
a
d
\
P
l
a
n
\
0
2
9
2
5
-
4
0
0
-
C
-
X
S
C
T
.
d
w
g
8/
1
7
/
2
0
1
7
9
:
3
1
:
3
5
A
M
AS SHOWN
70
CROSS SECTIONS
02925-400
GMD
GMD TK
GI
N
A
M
.
D
U
L
L
I
N
G
E
R
07
/
2
4
/
1
7
45
4
8
9
20
1
7
S
T
R
E
E
T
R
E
C
L
A
M
A
T
I
O
N
IM
P
R
O
V
E
M
E
N
T
P
R
O
J
E
C
T
SH
O
R
E
W
O
O
D
,
M
I
N
N
E
S
O
T
A
7717-13
SCALE IN FEET
0
H:
10 20
SCALE IN FEET
0
V:
10 20
ECHO ROAD
503+00.00
950
960
970
980
950
960
970
980
0 10 20 30 40 500-10-20-30-40-50
25.00%25.00%-2.50%-2.50%
503+50.00
950
960
970
980
950
960
970
980
0 10 20 30 40 500-10-20-30-40-50
-25.00%-25.00%-2.50%-2.50%
504+00.00
950
960
970
980
990
950
960
970
980
990
0 10 20 30 40 500-10-20-30-40-50
-25.00%-2.50%-2.50%2.12%
503+17.00
950
960
970
980
950
960
970
980
0 10 20 30 40 500-10-20-30-40-50
25.00%-2.50%-2.50%-0.39%
503+33.00
950
960
970
980
950
960
970
980
0 10 20 30 40 500-10-20-30-40-50
25.00%-2.50%-2.50%2.96%
504+39.00
950
960
970
980
990
950
960
970
980
990
0 10 20 30 40 500-10-20-30-40-50
-25.00
%-2.50%-2.50%0.34%
96
8
.
2
9
96
8
.
4
3
96
8
.
5
7
96
8
.
7
1
96
9
.
6
0
97
0
.
1
5
WSB
WSB PROJECT NO.:
SCALE:
PLAN BY:
DESIGN BY:
CHECK BY:
SHEET
C.P.OF
I H
E
R
E
B
Y
C
E
R
T
I
F
Y
T
H
A
T
T
H
I
S
P
L
A
N
,
S
P
E
C
I
F
I
C
A
T
I
O
N
,
OR
R
E
P
O
R
T
W
A
S
P
R
E
P
A
R
E
D
B
Y
M
E
O
R
U
N
D
E
R
M
Y
DI
R
E
C
T
S
U
P
E
R
V
I
S
I
O
N
A
N
D
T
H
A
T
I
A
M
A
D
U
L
Y
LIC
E
N
S
E
D
P
R
O
F
E
S
S
I
O
N
A
L
E
N
G
I
N
E
E
R
U
N
D
E
R
T
H
E
LA
W
S
O
F
T
H
E
S
T
A
T
E
O
F
M
I
N
N
E
S
O
T
A
.
LI
C
.
N
O
:
DA
T
E
:
RE
V
I
S
I
O
N
S
NO
.
DA
T
E
DE
S
C
R
I
P
T
I
O
N
K:
\
0
2
9
2
5
-
4
0
0
\
C
a
d
\
P
l
a
n
\
0
2
9
2
5
-
4
0
0
-
C
-
X
S
C
T
.
d
w
g
8/
1
7
/
2
0
1
7
9
:
3
1
:
4
5
A
M
AS SHOWN
71
CROSS SECTIONS
02925-400
GMD
GMD TK
GI
N
A
M
.
D
U
L
L
I
N
G
E
R
07
/
2
4
/
1
7
45
4
8
9
20
1
7
S
T
R
E
E
T
R
E
C
L
A
M
A
T
I
O
N
IM
P
R
O
V
E
M
E
N
T
P
R
O
J
E
C
T
SH
O
R
E
W
O
O
D
,
M
I
N
N
E
S
O
T
A
7717-13
SCALE IN FEET
0
H:
10 20
SCALE IN FEET
0
V:
10 20
ECHO ROAD
504+50.00
950
960
970
980
990
950
960
970
980
990
0 10 20 30 40 500-10-20-30-40-50
-25.00%-25.00%-2.50%-2.50%
505+00.00
960
970
980
990
960
970
980
990
0 10 20 30 40 500-10-20-30-40-50
-2.50%-2.50%2.49%-1.59%
505+50.00
960
970
980
990
960
970
980
990
0 10 20 30 40 500-10-20-30-40-50
25.00%25.00%-2.50%-2.50%
506+00.00
960
970
980
990
960
970
980
990
0 10 20 30 40 500-10-20-30-40-50
25.00%25.00%-2.50%-2.50%
506+50.00
960
970
980
990
960
970
980
990
0 10 20 30 40 500-10-20-30-40-50
25.00%25.00%-2.50%-2.50%
507+00.00
960
970
980
990
960
970
980
990
0 10 20 30 40 500-10-20-30-40-50
-25.00%-25.00
%-2.50%-2.50%
97
0
.
2
9
97
1
.
1
9
97
2
.
2
8
97
3
.
0
1
97
3
.
4
1
97
2
.
5
0
WSB
WSB PROJECT NO.:
SCALE:
PLAN BY:
DESIGN BY:
CHECK BY:
SHEET
C.P.OF
I H
E
R
E
B
Y
C
E
R
T
I
F
Y
T
H
A
T
T
H
I
S
P
L
A
N
,
S
P
E
C
I
F
I
C
A
T
I
O
N
,
OR
R
E
P
O
R
T
W
A
S
P
R
E
P
A
R
E
D
B
Y
M
E
O
R
U
N
D
E
R
M
Y
DI
R
E
C
T
S
U
P
E
R
V
I
S
I
O
N
A
N
D
T
H
A
T
I
A
M
A
D
U
L
Y
LIC
E
N
S
E
D
P
R
O
F
E
S
S
I
O
N
A
L
E
N
G
I
N
E
E
R
U
N
D
E
R
T
H
E
LA
W
S
O
F
T
H
E
S
T
A
T
E
O
F
M
I
N
N
E
S
O
T
A
.
LI
C
.
N
O
:
DA
T
E
:
RE
V
I
S
I
O
N
S
NO
.
DA
T
E
DE
S
C
R
I
P
T
I
O
N
K:
\
0
2
9
2
5
-
4
0
0
\
C
a
d
\
P
l
a
n
\
0
2
9
2
5
-
4
0
0
-
C
-
X
S
C
T
.
d
w
g
8/
1
7
/
2
0
1
7
9
:
3
1
:
5
6
A
M
AS SHOWN
72
CROSS SECTIONS
02925-400
GMD
GMD TK
GI
N
A
M
.
D
U
L
L
I
N
G
E
R
07
/
2
4
/
1
7
45
4
8
9
20
1
7
S
T
R
E
E
T
R
E
C
L
A
M
A
T
I
O
N
IM
P
R
O
V
E
M
E
N
T
P
R
O
J
E
C
T
SH
O
R
E
W
O
O
D
,
M
I
N
N
E
S
O
T
A
7717-13
SCALE IN FEET
0
H:
10 20
SCALE IN FEET
0
V:
10 20
ECHO ROAD
507+50.00
960
970
980
990
960
970
980
990
0 10 20 30 40 500-10-20-30-40-50
25.00%25.00%-2.50%-2.50%
508+00.00
960
970
980
990
960
970
980
990
0 10 20 30 40 500-10-20-30-40-50
25.00%25.00%-2.50%-2.50%
508+50.00
960
970
980
990
960
970
980
990
0 10 20 30 40 500-10-20-30-40-50
25.00%25.00%-2.50%-2.50%
509+00.00
960
970
980
990
960
970
980
990
0 10 20 30 40 500-10-20-30-40-50
-25.00%25.00%-2.50%-2.50%
507+25.00
960
970
980
990
960
970
980
990
0 10 20 30 40 500-10-20-30-40-50
-2.50%-2.50%-5.39%-0.90%
507+61.00
960
970
980
990
960
970
980
990
0 10 20 30 40 500-10-20-30-40-50
25.00%-2.50%-2.50%-3.53%
508+32.00
960
970
980
990
960
970
980
990
0 10 20 30 40 500-10-20-30-40-50
25.00%-2.50%-2.50%5.23%
509+44.00
960
970
980
990
960
970
980
990
0 10 20 30 40 500-10-20-30-40-50
25.00%-2.50%-2.50%4.64%
97
2
.
4
7
97
2
.
4
4
97
2
.
4
2
97
2
.
5
9
97
2
.
9
0
97
3
.
0
8
97
3
.
2
1
97
2
.
9
2
WSB
WSB PROJECT NO.:
SCALE:
PLAN BY:
DESIGN BY:
CHECK BY:
SHEET
C.P.OF
I H
E
R
E
B
Y
C
E
R
T
I
F
Y
T
H
A
T
T
H
I
S
P
L
A
N
,
S
P
E
C
I
F
I
C
A
T
I
O
N
,
OR
R
E
P
O
R
T
W
A
S
P
R
E
P
A
R
E
D
B
Y
M
E
O
R
U
N
D
E
R
M
Y
DI
R
E
C
T
S
U
P
E
R
V
I
S
I
O
N
A
N
D
T
H
A
T
I
A
M
A
D
U
L
Y
LIC
E
N
S
E
D
P
R
O
F
E
S
S
I
O
N
A
L
E
N
G
I
N
E
E
R
U
N
D
E
R
T
H
E
LA
W
S
O
F
T
H
E
S
T
A
T
E
O
F
M
I
N
N
E
S
O
T
A
.
LI
C
.
N
O
:
DA
T
E
:
RE
V
I
S
I
O
N
S
NO
.
DA
T
E
DE
S
C
R
I
P
T
I
O
N
K:
\
0
2
9
2
5
-
4
0
0
\
C
a
d
\
P
l
a
n
\
0
2
9
2
5
-
4
0
0
-
C
-
X
S
C
T
.
d
w
g
8/
1
7
/
2
0
1
7
9
:
3
2
:
0
7
A
M
AS SHOWN
73
CROSS SECTIONS
02925-400
GMD
GMD TK
GI
N
A
M
.
D
U
L
L
I
N
G
E
R
07
/
2
4
/
1
7
45
4
8
9
20
1
7
S
T
R
E
E
T
R
E
C
L
A
M
A
T
I
O
N
IM
P
R
O
V
E
M
E
N
T
P
R
O
J
E
C
T
SH
O
R
E
W
O
O
D
,
M
I
N
N
E
S
O
T
A
7717-13
SCALE IN FEET
0
H:
10 20
SCALE IN FEET
0
V:
10 20
ECHO ROAD
509+50.00
960
970
980
990
960
970
980
990
0 10 20 30 40 500-10-20-30-40-50
-2.50%-2.50%5.27%25.00%
510+00.00
960
970
980
990
960
970
980
990
0 10 20 30 40 500-10-20-30-40-50
-2.50%2.50%25.00%
-25.00%
510+50.00
960
970
980
990
960
970
980
990
0 10 20 30 40 500-10-20-30-40-50
-2.50%-2.50%0.12%4.24%
511+00.00
950
960
970
980
990
950
960
970
980
990
0 10 20 30 40 500-10-20-30-40-50
-2.50%-2.50%-25.00%-25.00%
510+16.00
960
970
980
990
960
970
980
990
0 10 20 30 40 500-10-20-30-40-50
-2.50%2.50%4.12%25.01%
510+83.00
950
960
970
980
990
950
960
970
980
990
0 10 20 30 40 500-10-20-30-40-50
-2.50%-2.50%-16.72%
25.00%
97
2
.
8
8
97
2
.
5
3
97
2
.
4
1
97
2
.
0
6
97
1
.
7
3
97
1
.
7
5
WSB
WSB PROJECT NO.:
SCALE:
PLAN BY:
DESIGN BY:
CHECK BY:
SHEET
C.P.OF
I H
E
R
E
B
Y
C
E
R
T
I
F
Y
T
H
A
T
T
H
I
S
P
L
A
N
,
S
P
E
C
I
F
I
C
A
T
I
O
N
,
OR
R
E
P
O
R
T
W
A
S
P
R
E
P
A
R
E
D
B
Y
M
E
O
R
U
N
D
E
R
M
Y
DI
R
E
C
T
S
U
P
E
R
V
I
S
I
O
N
A
N
D
T
H
A
T
I
A
M
A
D
U
L
Y
LIC
E
N
S
E
D
P
R
O
F
E
S
S
I
O
N
A
L
E
N
G
I
N
E
E
R
U
N
D
E
R
T
H
E
LA
W
S
O
F
T
H
E
S
T
A
T
E
O
F
M
I
N
N
E
S
O
T
A
.
LI
C
.
N
O
:
DA
T
E
:
RE
V
I
S
I
O
N
S
NO
.
DA
T
E
DE
S
C
R
I
P
T
I
O
N
K:
\
0
2
9
2
5
-
4
0
0
\
C
a
d
\
P
l
a
n
\
0
2
9
2
5
-
4
0
0
-
C
-
X
S
C
T
.
d
w
g
8/
1
7
/
2
0
1
7
1
2
:
5
4
:
2
3
P
M
AS SHOWN
74
CROSS SECTIONS
02925-400
GMD
GMD TK
GI
N
A
M
.
D
U
L
L
I
N
G
E
R
07
/
2
4
/
1
7
45
4
8
9
20
1
7
S
T
R
E
E
T
R
E
C
L
A
M
A
T
I
O
N
IM
P
R
O
V
E
M
E
N
T
P
R
O
J
E
C
T
SH
O
R
E
W
O
O
D
,
M
I
N
N
E
S
O
T
A
7717-13
SCALE IN FEET
0
H:
10 20
SCALE IN FEET
0
V:
10 20
ECHO ROAD
511+50.00
960
970
980
990
960
970
980
990
0 10 20 30 40 500-10-20-30-40-50
25.00%-25.00%-2.50%-2.50%
512+00.00
960
970
980
990
960
970
980
990
0 10 20 30 40 500-10-20-30-40-50
25.00%-25.00%-2.50%-2.50%
512+50.00
960
970
980
990
960
970
980
990
0 10 20 30 40 500-10-20-30-40-50
25.00%-25.00%-2.50%-2.50%
513+00.00
960
970
980
990
960
970
980
990
0 10 20 30 40 500-10-20-30-40-50
25.00%-2.50%-2.50%-8.53%
513+50.00
960
970
980
990
960
970
980
990
0 10 20 30 40 500-10-20-30-40-50
-25.00%2.50%-2.50%-1.16%
514+00.00
960
970
980
990
960
970
980
990
0 10 20 30 40 500-10-20-30-40-50
-25.00%-25.00%2.50%-2.50%
514+50.00
960
970
980
990
960
970
980
990
0 10 20 30 40 500-10-20-30-40-50
-25.00%2.50%-2.50%5.49%
512+28.00
960
970
980
990
960
970
980
990
0 10 20 30 40 500-10-20-30-40-50
-25.00%-2.50%-2.50%16.68%
97
2
.
8
4
97
3
.
8
5
97
4
.
1
6
97
4
.
3
4
97
4
.
9
2
97
5
.
4
5
97
5
.
0
0
97
3
.
7
1
WSB
WSB PROJECT NO.:
SCALE:
PLAN BY:
DESIGN BY:
CHECK BY:
SHEET
C.P.OF
I H
E
R
E
B
Y
C
E
R
T
I
F
Y
T
H
A
T
T
H
I
S
P
L
A
N
,
S
P
E
C
I
F
I
C
A
T
I
O
N
,
OR
R
E
P
O
R
T
W
A
S
P
R
E
P
A
R
E
D
B
Y
M
E
O
R
U
N
D
E
R
M
Y
DI
R
E
C
T
S
U
P
E
R
V
I
S
I
O
N
A
N
D
T
H
A
T
I
A
M
A
D
U
L
Y
LIC
E
N
S
E
D
P
R
O
F
E
S
S
I
O
N
A
L
E
N
G
I
N
E
E
R
U
N
D
E
R
T
H
E
LA
W
S
O
F
T
H
E
S
T
A
T
E
O
F
M
I
N
N
E
S
O
T
A
.
LI
C
.
N
O
:
DA
T
E
:
RE
V
I
S
I
O
N
S
NO
.
DA
T
E
DE
S
C
R
I
P
T
I
O
N
K:
\
0
2
9
2
5
-
4
0
0
\
C
a
d
\
P
l
a
n
\
0
2
9
2
5
-
4
0
0
-
C
-
X
S
C
T
.
d
w
g
8/
1
7
/
2
0
1
7
9
:
3
2
:
2
6
A
M
AS SHOWN
75
CROSS SECTIONS
02925-400
GMD
GMD TK
GI
N
A
M
.
D
U
L
L
I
N
G
E
R
07
/
2
4
/
1
7
45
4
8
9
20
1
7
S
T
R
E
E
T
R
E
C
L
A
M
A
T
I
O
N
IM
P
R
O
V
E
M
E
N
T
P
R
O
J
E
C
T
SH
O
R
E
W
O
O
D
,
M
I
N
N
E
S
O
T
A
7717-13
SCALE IN FEET
0
H:
10 20
SCALE IN FEET
0
V:
10 20
ECHO ROAD
515+00.00
960
970
980
990
960
970
980
990
0 10 20 30 40 500-10-20-30-40-50
-25.00%-25.00%-2.50%-2.50%
515+50.00
950
960
970
980
990
950
960
970
980
990
0 10 20 30 40 500-10-20-30-40-50
-25.00%-2.50%-2.50%5.08%
516+00.00
950
960
970
980
990
950
960
970
980
990
0 10 20 30 40 500-10-20-30-40-50
25.00%-2.50%-2.50%-0.60%
516+50.00
960
970
980
990
960
970
980
990
0 10 20 30 40 500-10-20-30-40-50
25.00%-2.50%-2.50%-6.11%
517+00.00
960
970
980
990
960
970
980
990
0 10 20 30 40 500-10-20-30-40-50
25.00%
25.00%2.50%-2.50%
516+71.00
960
970
980
990
960
970
980
990
0 10 20 30 40 500-10-20-30-40-50
-25.00%2.50%-2.50%-1.40%
97
2
.
2
4
97
1
.
0
9
97
0
.
6
0
97
1
.
4
6
97
2
.
2
9
97
3
.
7
2
WSB
WSB PROJECT NO.:
SCALE:
PLAN BY:
DESIGN BY:
CHECK BY:
SHEET
C.P.OF
I H
E
R
E
B
Y
C
E
R
T
I
F
Y
T
H
A
T
T
H
I
S
P
L
A
N
,
S
P
E
C
I
F
I
C
A
T
I
O
N
,
OR
R
E
P
O
R
T
W
A
S
P
R
E
P
A
R
E
D
B
Y
M
E
O
R
U
N
D
E
R
M
Y
DI
R
E
C
T
S
U
P
E
R
V
I
S
I
O
N
A
N
D
T
H
A
T
I
A
M
A
D
U
L
Y
LIC
E
N
S
E
D
P
R
O
F
E
S
S
I
O
N
A
L
E
N
G
I
N
E
E
R
U
N
D
E
R
T
H
E
LA
W
S
O
F
T
H
E
S
T
A
T
E
O
F
M
I
N
N
E
S
O
T
A
.
LI
C
.
N
O
:
DA
T
E
:
RE
V
I
S
I
O
N
S
NO
.
DA
T
E
DE
S
C
R
I
P
T
I
O
N
K:
\
0
2
9
2
5
-
4
0
0
\
C
a
d
\
P
l
a
n
\
0
2
9
2
5
-
4
0
0
-
C
-
X
S
C
T
.
d
w
g
8/
1
7
/
2
0
1
7
9
:
3
2
:
3
6
A
M
AS SHOWN
76
CROSS SECTIONS
02925-400
GMD
GMD TK
GI
N
A
M
.
D
U
L
L
I
N
G
E
R
07
/
2
4
/
1
7
45
4
8
9
20
1
7
S
T
R
E
E
T
R
E
C
L
A
M
A
T
I
O
N
IM
P
R
O
V
E
M
E
N
T
P
R
O
J
E
C
T
SH
O
R
E
W
O
O
D
,
M
I
N
N
E
S
O
T
A
7717-13
SCALE IN FEET
0
H:
10 20
SCALE IN FEET
0
V:
10 20
ECHO ROAD
517+50.00
960
970
980
990
960
970
980
990
0 10 20 30 40 500-10-20-30-40-50
-25.00%2.50%-2.50%8.94%
518+00.00
960
970
980
990
960
970
980
990
0 10 20 30 40 500-10-20-30-40-50
-25.00%25.00%2.50%-2.50%
518+50.00
960
970
980
990
960
970
980
990
0 10 20 30 40 500-10-20-30-40-50
-25.00%25.00%2.50%-2.50%
519+00.00
960
970
980
990
960
970
980
990
0 10 20 30 40 500-10-20-30-40-50
25.00%25.00%-2.50%-2.50%
519+50.00
960
970
980
990
960
970
980
990
0 10 20 30 40 500-10-20-30-40-50
-25.00%25.00%2.50%-2.50%
517+85.00
960
970
980
990
960
970
980
990
0 10 20 30 40 500-10-20-30-40-50
-25.00%2.50%-2.50%-0.76%
518+24.00
960
970
980
990
960
970
980
990
0 10 20 30 40 500-10-20-30-40-50
-25.00%2.50%-2.50%-1.60%
518+71.00
960
970
980
990
960
970
980
990
0 10 20 30 40 500-10-20-30-40-50
-2.50%-2.50%2.69%7.86%
97
6
.
2
2
97
7
.
5
3
97
7
.
5
8
97
7
.
6
5
97
7
.
2
6
97
6
.
4
3
97
5
.
1
4
97
2
.
7
1
WSB
WSB PROJECT NO.:
SCALE:
PLAN BY:
DESIGN BY:
CHECK BY:
SHEET
C.P.OF
I H
E
R
E
B
Y
C
E
R
T
I
F
Y
T
H
A
T
T
H
I
S
P
L
A
N
,
S
P
E
C
I
F
I
C
A
T
I
O
N
,
OR
R
E
P
O
R
T
W
A
S
P
R
E
P
A
R
E
D
B
Y
M
E
O
R
U
N
D
E
R
M
Y
DI
R
E
C
T
S
U
P
E
R
V
I
S
I
O
N
A
N
D
T
H
A
T
I
A
M
A
D
U
L
Y
LIC
E
N
S
E
D
P
R
O
F
E
S
S
I
O
N
A
L
E
N
G
I
N
E
E
R
U
N
D
E
R
T
H
E
LA
W
S
O
F
T
H
E
S
T
A
T
E
O
F
M
I
N
N
E
S
O
T
A
.
LI
C
.
N
O
:
DA
T
E
:
RE
V
I
S
I
O
N
S
NO
.
DA
T
E
DE
S
C
R
I
P
T
I
O
N
K:
\
0
2
9
2
5
-
4
0
0
\
C
a
d
\
P
l
a
n
\
0
2
9
2
5
-
4
0
0
-
C
-
X
S
C
T
.
d
w
g
8/
1
7
/
2
0
1
7
9
:
3
2
:
4
6
A
M
AS SHOWN
77
CROSS SECTIONS
02925-400
GMD
GMD TK
GI
N
A
M
.
D
U
L
L
I
N
G
E
R
07
/
2
4
/
1
7
45
4
8
9
20
1
7
S
T
R
E
E
T
R
E
C
L
A
M
A
T
I
O
N
IM
P
R
O
V
E
M
E
N
T
P
R
O
J
E
C
T
SH
O
R
E
W
O
O
D
,
M
I
N
N
E
S
O
T
A
7717-13
SCALE IN FEET
0
H:
10 20
SCALE IN FEET
0
V:
10 20
ECHO ROAD