2020-07-27_MARY_LAKE_OUTLETCO
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CITY OF CHANHASSEN
CITY OF EXCELSIOR
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L
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GIDEON BAY
GALPIN LAKE
CITY HALL
CAMPUS
CITY OF TONKA BAY
DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPAREDBY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
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DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
R
2638 SHADOW LANE, SUITE 200CHASKA, MINNESOTA 55318
Phone: (952) 448-8838
Email: Chaska@bolton-menk.com
www.bolton-menk.comANDREW L. BUDDE
46585 07/27/2020
CITY OF SHOREWOOD
MARY LAKE OUTLET
PJS
SCD
ALB
C16.120916
CITY OF SHOREWOOD, MN
CONSTRUCTION PLANS FOR
MARY LAKE OUTLET
JULY 2020
C1.01
TITLE SHEETFEETSCALE
0 25 50
HORZ.
FEETSCALE
0 5 10
VERT.
FEETSCALE
0 20001000
MAP OF THECITY OF SHOREWOOD
HENNEPIN COUNTY, MN
R
SHEET INDEX
SHEET NUMBER SHEET TITLE
C1.01 TITLE SHEET
C1.02 LEGEND
C1.03 TYPICAL SECTIONS
C1.04-C1.09 CONSTRUCTION DETAILS
C1.11 PROJECT OVERVIEW
C2.01 EXISTING CONDITIONS & REMOVAL PLAN
C3.01 EROSION CONTROL & RESTORATION PLAN
C4.01 GRADING PLAN
C5.01-C5.02 PLAN & PROFILES
PROJECT
LOCATION
NOTE: EXISTING UTILITY INFORMATION SHOWN ON THIS
PLAN HAS BEEN PROVIDED BY THE UTILITY OWNER. THE
CONTRACTOR SHALL FIELD VERIFY EXACT LOCATIONS PRIOR
TO COMMENCING CONSTRUCTION AS REQUIRED BY STATE
LAW. NOTIFY GOPHER STATE ONE CALL, 1-800-252-1166 OR
651-454-0002.
THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS
UTILITY QUALITY LEVEL D UNLESS OTHERWISE NOTED. THIS
UTILITY 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."
EXISTING TOPOGRAPHIC SYMBOLS
CONCRETE
GRAVEL
HATCH PATTERNS
GRADING INFORMATION
952
950
952
950
1:4
BITUMINOUS
F F F F
E E E E
G G G G
XXXXXX
EXISTING PRIVATE UTILITY LINES
STORM SEWER RECTANGULAR CASTING
STORM SEWER CIRCULAR CASTING
STORM SEWER FLARED END / APRON
CURB BOX
FIRE HYDRANT
MANHOLE
WATER REDUCER
WATER BEND
PROPOSED TOPOGRAPHIC SYMBOLS
CLEANOUT
LIFT STATION
RIP RAP
OE OE OE OE
C C C C
DRAINAGE FLOW
BENCH
BUSH
CATCH BASIN CIRCULAR CASTING
CURB STOP
CATCH BASIN RECTANGULAR CASTING
SIGNAL CONTROL CABINET
CLEAN OUT
DRINKING FOUNTAIN
FLARED END / APRON
FLAG POLE
FUEL PUMP
GRILL
HANDICAP SPACE
HANDHOLE
FIRE HYDRANT
MAILBOX
MANHOLE-HEAT
MANHOLE-ELECTRIC
MANHOLE-GAS
MANHOLE-SANITARY SEWER
MANHOLE-STORM SEWER
MANHOLE-COMMUNICATION
MANHOLE-UTILITY
PEDESTRIAN PUSH BUTTON
PEDESTAL-ELECTRIC
PEDESTAL-COMMUNICATION
VALVE POST INDICATOR
PARKING METER
LIGHT ON POLE
POLE-UTILITY
POST
PICNIC TABLE
RAILROAD SIGNAL POLE
REGULATION STATION GAS
TREE-DECIDUOUS
SATELLITE DISH
SIGN TRAFFIC
WATER SPIGOT
IRRIGATION SPRINKLER HEAD
IRRIGATION VALVE BOX
TREE STUMP
TELEPHONE BOOTH
TRANSFORMER-ELECTRIC
TREE-DEAD
TRASH CAN
TRAFFIC SIGNAL
VALVE
WETLAND
WELL
TREE-CONIFEROUS
GUY WIRE ANCHOR
LIFT STATION
LIFT STATION CONTROL PANEL
MANHOLE-WATER
BASKETBALL POST
CULVERT END
SOIL BORING
ABBREVIATIONS
A ALGEBRAIC DIFFERENCE
ADJ ADJUST
ALT ALTERNATE
B-B BACK TO BACK
BIT BITUMINOUS
BLDG BUILDING
BMP BEST MANAGEMENT PRACTICE
BR BEGIN RADIUS
BV BUTTERFLY VALVE
CB CATCH BASIN
C&G CURB AND GUTTER
CIP CAST IRON PIPE
CIPP CURED-IN-PLACE PIPE
CL CENTER LINE
CL.CLASS
CLVT CULVERT
CMP CORRUGATED METAL PIPE
C.O.CHANGE ORDER
COMM COMMUNICATION
CON CONCRETE
CSP CORRUGATED STEEL PIPE
DIA DIAMETER
DIP DUCTILE IRON PIPE
DWY DRIVEWAY
E EXTERNAL CURVE DISTANCE
ELEC ELECTRIC
ELEV ELEVATION
EOF EMERGENCY OVERFLOW
ER END RADIUS
ESMT EASEMENT
EX EXISTING
FES FLARED END SECTION
F-F FACE TO FACE
FF FINISHED FLOOR
F&I FURNISH AND INSTALL
FM FORCEMAIN
FO FIBER OPTIC
F.O.FIELD ORDER
GRAN GRANULAR
GRAV GRAVEL
GU GUTTER
GV GATE VALVE
HDPE HIGH DENSITY POLYETHYLENE
HH HANDHOLE
HP HIGH POINT
HWL HIGH WATER LEVEL
HYD HYDRANT
I INVERT
K CURVE COEFFICIENT
L LENGTH
LO LOWEST OPENING
LP LOW POINT
LT LEFT
MAX MAXIMUM
MH MANHOLE
MIN MINIMUM
MR MID RADIUS
NIC NOT IN CONTRACT
NMC NON-METALLIC CONDUIT
NTS NOT TO SCALE
NWL NORMAL WATER LEVEL
OHW ORDINARY HIGH WATER LEVEL
PC POINT OF CURVE
PCC POINT OF COMPOUND CURVE
PE PERMANENT EASEMENT
PED PEDESTRIAN, PEDESTAL
PERF PERFORATED PIPE
PERM PERMANENT
PI POINT OF INTERSECTION
PL PROPERTY LINE
PRC POINT OF REVERSE CURVE
PT POINT OF TANGENT
PVC POLYVINYL CHLORIDE PIPE
PVMT PAVEMENT
R RADIUS
R/W RIGHT-OF-WAY
RCP REINFORCED CONCRETE PIPE
RET RETAINING
RSC RIGID STEEL CONDUIT
RT RIGHT
SAN SANITARY SEWER
SCH SCHEDULE
SERV SERVICE
SHLD SHOULDER
STA STATION
STD STANDARD
STM STORM SEWER
TC TOP OF CURB
TE TEMPORARY EASEMENT
TEMP TEMPORARY
TNH TOP NUT HYDRANT
TP TOP OF PIPE
TYP TYPICAL
VCP VITRIFIED CLAY PIPE
VERT VERTICAL
VPC VERTICAL POINT OF CURVE
VPI VERTICAL POINT OF INTERSECTION
VPT VERTICAL POINT OF TANGENT
WM WATERMAIN
AC ACRES
CF CUBIC FEET
CV COMPACTED VOLUME
CY CUBIC YARD
EA EACH
EV EXCAVATED VOLUME
LB POUND
LF LINEAR FEET
LS LUMP SUM
LV LOOSE VOLUME
SF SQUARE FEET
SV STOCKPILE VOLUME
SY SQUARE YARD
UNDERGROUND FIBER OPTIC
UNDERGROUND ELECTRIC
UNDERGROUND GAS
UNDERGROUND COMMUNICATION
OVERHEAD ELECTRIC
OVERHEAD COMMUNICATION
OVERHEAD UTILITY
953.53
EXISTING CONTOUR MINOR
EXISTING CONTOUR MAJOR
PROPOSED CONTOUR MINOR
PROPOSED CONTOUR MAJOR
PROPOSED GRADING LIMITS / SLOPE LIMITS
PROPOSED SPOT ELEVATION
RISE:RUN (SLOPE)
OC OC OC OC
OU OU OU OU
H
CP
E
WS
CO
L
G
E
S
D
U
W
TRASH
C
H
STORM SEWER OUTLET STRUCTURE
STORM SEWER OVERFLOW STRUCTURE
STA:5+67.19
980.87
C
TRAFFIC ARM BARRIER
VENT PIPEV
TILE INLET
TILE RISER
SIREN
ORDER MICROPHONE
METERM
ACCESS GRATE
FILL PIPEF
DOWN SPOUT
BIRD FEEDERB
ANTENNA
AIR CONDITION UNITAC
NOTE:
EXISTING UTILITY INFORMATION SHOWN ON THIS PLAN HAS BEEN PROVIDED BY THE UTILITY OWNER. THE CONTRACTOR SHALL FIELD VERIFY
EXACT LOCATIONS PRIOR TO COMMENCING CONSTRUCTION AS REQUIRED BY STATE LAW. NOTIFY GOPHER STATE ONE CALL, 1-800-252-1166 OR
651-454-0002.
THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS UTILITY QUALITY LEVEL D UNLESS OTHERWISE NOTED. THIS UTILITY 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"
UTILITIES IDENTIFIED WITH A QUALITY LEVEL :
LINE TYPES FOLLOW THE FORMAT: UTILITY TYPE - QUALITY LEVEL
EXAMPLE: UNDERGROUND GAS, QUALITY LEVEL A
UTILITY QUALITY LEVEL (A,B,C,D) DEFINITIONS CAN BE FOUND IN CI/ASCE 38-02.
UTILITY QUALITY LEVELS:
QUALITY LEVEL D: PROVIDES THE MOST BASIC LEVEL OF INFORMATION. IT INVOLVES COLLECTING DATA FROM EXISTING UTILITY RECORDS.
RECORDS MAY INCLUDE AS-BUILT DRAWINGS, DISTRIBUTION AND SERVICES MAPS, EXISTING GEOGRAPHIC INFORMATION SYSTEM DATABASES,
CONSTRUCTION PLANS, ETC.
QUALITY LEVEL C: INVOLVES SURVEYING VISIBLE SUBSURFACE UTILITY STRUCTURES SUCH AS MANHOLES, HAND-HOLES, UTILITY VALVES AND
METERS, FIRE HYDRANTS, PEDESTALS AND UTILITY MARKERS, AND THEN CORRELATING THE INFORMATION WITH EXISTING UTILITY RECORDS TO
CREATE COMPOSITE DRAWINGS. INCLUDES QUALITY LEVEL D ACTIVITIES.
QUALITY LEVEL B: INVOLVES DESIGNATING THE HORIZONTAL POSITION OF SUBSURFACE UTILITIES THROUGH SURFACE DETECTION METHODS AND
COLLECTING THE INFORMATION THROUGH A SURVEY METHOD. INCLUDES QUALITY LEVEL C AND D TASKS.
QUALITY LEVEL A: PROVIDES THE HIGHEST LEVEL OF ACCURACY. IT INVOLVES LOCATING OR POTHOLING UTILITIES AS WELL AS ACTIVITIES IN
QUALITY LEVELS B, C, AND D. THE LOCATED FACILITY INFORMATION IS SURVEYED AND MAPPED AND THE DATA PROVIDES PRECISE PLAN AND
PROFILE INFORMATION.
G-A G-A
G
UTILITY MARKER
VALVE VAULT
WW WET WELL
YARD HYDRANTY
BARRICADE PERMANENT
TILE OUTLET
||||||||||||
>>>>>>
>>>>>>>>>>>>
l l l l l l
l l l l l l l l l l l l
EXISTING UTILITY LINES
l l l l l l l l l l
>>>>>
>>>>>>>>>>>>>>>>>>>>
>>>>>>>>
l l l l l l
l l l l l l l l l l l l
PROPOSED UTILITY LINES
>>>>>
>>>>>>>>>>
SURVEY SYMBOLS
>>>>>>>>>>>>
BENCHMARK LOCATION
MONUMENT FOUND
CAST IRON MONUMENT
CONTROL POINT
TILE
P
>>>>>>>>>>>>>>>>>>>>
SURVEY LINES
o o o
PAVEMENT MARKING
AUTO SPRINKLER CONNECTION
U
WETLAND DELINEATED MARKER
CONTROLLED ACCESS
BOUNDARY
CENTERLINE
EXISTING EASEMENT LINE
PROPOSED EASEMENT LINE
EXISTING LOT LINE
PROPOSED LOT LINE
EXISTING RIGHT-OF-WAY
PROPOSED RIGHT-OF-WAY
SETBACK LINE
SECTION LINE
BUSH LINE
TREE LINE
GUARD RAIL
FENCE-DECORATIVE
FENCE
RETAINING WALL
WATER SERVICE
WATERMAIN
STORM SEWER DRAIN TILE
STORM SEWER
SANITARY SERVICE
SANITARY SEWER
FORCEMAIN
PIPE CASING
WATER SERVICE
WATERMAIN
STORM SEWER DRAIN TILE
STORM SEWER
SANITARY SERVICE
SANITARY SEWER
FORCEMAIN
WATER TEE
WATER CROSS
WATER SLEEVE
WATER CAP / PLUG
WATER VALVE
EXISTING TOPOGRAPHIC LINES
QUARTER LINE
SIXTEENTH LINE
TRAFFIC SIGNS
BOLLARDB
TEMPORARY EASEMENT
CLVT
LIGHT-GROUND
POLE-BRACE
SIGN NON TRAFFIC
STONE MONUMENT
VAULTV
DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPAREDBY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
SHEET
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DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
R
2638 SHADOW LANE, SUITE 200CHASKA, MINNESOTA 55318
Phone: (952) 448-8838
Email: Chaska@bolton-menk.com
www.bolton-menk.comANDREW L. BUDDE
46585 07/27/2020
CITY OF SHOREWOOD
MARY LAKE OUTLET
PJS
SCD
ALB
C16.120916
C1.02
LEGEND
DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPAREDBY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
SHEET
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DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
R
2638 SHADOW LANE, SUITE 200CHASKA, MINNESOTA 55318
Phone: (952) 448-8838
Email: Chaska@bolton-menk.com
www.bolton-menk.comANDREW L. BUDDE
46585 07/27/2020
CITY OF SHOREWOOD
MARY LAKE OUTLET
PJS
SCD
ALB
C16.120916
C1.03
TYPICAL SECTIONS
EXISTING STREET PATCH
GEOTEXTILE FABRIC TYPE 5
2" TYPE SP 9.5 WEARING COURSE (SPWEA240C) (2360)
2" TYPE SP 9.5 WEARING COURSE (SPWEA240C) (2360)
BITUMINOUS TACK COAT (INCIDENTAL)
8" AGGREGATE BASE, CL 5 (2211)
NOT TO SCALE
COMPACTED SUBGRADE (INCIDENTAL)
NOTES:
1.ACTUAL PAVEMENT SECTION SHALL MATCH EXISTING
PAVEMENT SECTION AND SHALL BE DETERMINED IN THE
FIELD.
MARY LAKE SADDLE GRADING
NOT TO SCALE
EXISTING GROUND
6:16:1
5.0'
ELEVATION = 953.14 (NWL)
ELEVATION OF MARY LAKE
ON 5-07-20 = 954.40
GROUTED IN PLACE
RANDOM RIP RAP - CLASS II
ELEVATION = 954.00
PROPOSED TOP OF RIPRAP
NOTE:
1)ENSURE THAT GROUT FILLS THE SPACE BETWEEN STONES
THROUGHOUT THE ENTIRE THICKNESS OF THE RIPRAP.
2)IMMEDIATELY BEFORE PLACING THE GROUT THOROUGHLY WET
THE STONES WITH WATER. DO NOT POUR GROUT OVER STONES
THAT HAVE BECOME SURFACE DRY. SWEEP THE SURFACE OF
THE GROUTED RIPRAP WITH A STIFF BROOM TO FINISH.
GEOTEXTILE FABRIC IV
(INCIDENTAL)
DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPAREDBY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
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A
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DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
R
2638 SHADOW LANE, SUITE 200CHASKA, MINNESOTA 55318
Phone: (952) 448-8838
Email: Chaska@bolton-menk.com
www.bolton-menk.comANDREW L. BUDDE
46585 07/27/2020
CITY OF SHOREWOOD
MARY LAKE OUTLET
PJS
SCD
ALB
C16.120916
C1.04
CONSTRUCTION DETAILS
SECTION VIEW
POND OUTLET
NWL EL 953.14
EL 952.12
EL 955.10
NWL
GRATE NOTES:
1. GRATE TO BE MADE IN TWO (2) PIECES
2. ALL METAL SHALL BE HOT-DIPPED GALVANIZED
FLOW
A
NOT TO SCALE
12" STRUCTURE
INLET PIPE
8"
OUTLET PIPE
TWO-PIECE POND
SKIMMER GRATE (MIN 5/8" THICKNESS)
SUBMERGED STRUCTURE
INLET PIPEI=951.52
55'
NOTE:
1. ALL PIPE JOINTS SHALL BE TIED
2. BAFFLE WALL SHALL BE CONSTRUCTED
TO PREVENT LEAKAGE AROUND THE WALL
60"
1'
6"4.6
5
'
FLOW
6"
2"
60"
CONCRETE BAFFLE WALL
SECTION A-A
2"
3.1
5
'
PRECAST CONCRETE POND SKIMMER STRUCTURE
WITH WEIR WALL
#4 REBAR
@ 12" OC
(VERTICAL &
HORIZONTAL)
6" CIRCULAR
OPENINGS
MONOLITHIC BOTTOM
2"x 6" KEYWAY CAST
INTO WALL BY SUPPLIERSUBMERGED FLARED END
WITH TRASH GUARD (TYP)
EXISTING POND
SIDESLOPE (VARIES)
4" OC BOTH WAYS
(4) 1/2" DIA-13 UNC
HEX HEAD STAINLESS
STEEL BOLTS WITH
NUTS AND WASHERS
HINGE ASSEMBLY
MIN OF 2
HINGES REQUIRED
2"x 6" KEYWAY
CAST INTO WALL
BY SUPPLIER
A
6" CIRCULAR
OPENINGS IN
BAFFLE WALL
6" CONCRETE BAFFLE
WALL POURED IN FIELD
BY CONTRACTOR
100 YR HWL
EL 953.26
POUR INVERT
TO EL 952.83
DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPAREDBY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
SHEET
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DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
R
2638 SHADOW LANE, SUITE 200CHASKA, MINNESOTA 55318
Phone: (952) 448-8838
Email: Chaska@bolton-menk.com
www.bolton-menk.comANDREW L. BUDDE
46585 07/27/2020
CITY OF SHOREWOOD
MARY LAKE OUTLET
PJS
SCD
ALB
C16.120916
C1.05
CONSTRUCTION DETAILS
DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPAREDBY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
SHEET
B
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&
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,
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A
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DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
R
2638 SHADOW LANE, SUITE 200CHASKA, MINNESOTA 55318
Phone: (952) 448-8838
Email: Chaska@bolton-menk.com
www.bolton-menk.comANDREW L. BUDDE
46585 07/27/2020
CITY OF SHOREWOOD
MARY LAKE OUTLET
PJS
SCD
ALB
C16.120916
C1.06
CONSTRUCTION DETAILS
DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPAREDBY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
SHEET
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A
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DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
R
2638 SHADOW LANE, SUITE 200CHASKA, MINNESOTA 55318
Phone: (952) 448-8838
Email: Chaska@bolton-menk.com
www.bolton-menk.comANDREW L. BUDDE
46585 07/27/2020
CITY OF SHOREWOOD
MARY LAKE OUTLET
PJS
SCD
ALB
C16.120916
C1.07
CONSTRUCTION DETAILS
TRACER WIRE AS SPECIFIED
BRING WIRE TO SURFACE AT
ALL STRUCTURES.
BRING TRACER WIRE INSIDE
MANHOLE. LEAVE 2' OF LOOPED
TRACER WIRE IN MANHOLE.
TRACER WIRE
48" DIA.
TRACER WIRE INSTALLATION AT MANHOLE
TRACER WIRE AS SPECIFIED
BRING WIRE TO SURFACE AT
ALL STRUCTURES.
DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPAREDBY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
SHEET
B
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t
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e
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k
,
I
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c
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20
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1
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1
2
0
9
1
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\
C
A
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\
C
3
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1
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1
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7/
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2
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2
0
1
0
:
2
9
A
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
R
2638 SHADOW LANE, SUITE 200CHASKA, MINNESOTA 55318
Phone: (952) 448-8838
Email: Chaska@bolton-menk.com
www.bolton-menk.comANDREW L. BUDDE
46585 07/27/2020
CITY OF SHOREWOOD
MARY LAKE OUTLET
PJS
SCD
ALB
C16.120916
C1.08
CONSTRUCTION DETAILS
WOOD STAKE
FILTER LOG-TYPE
STRAW BIOROLL
(OR AS SPECIFIED IN
THE PLANS OR SPEC)
TRENCH
2"-4"
4'
MAX
.
PERIMETER PROTECTION-FILTER LOG
NOTE:
1.OVERLAP ENDS OF FILTER
LOG BY A MINIMUM OF 6".
2.FILTER LOGS SHALL BE
ACCORDING TO MNDOT
SPEC 3897 AND INSTALLED
ACCORDING TO MNDOT
SPEC 2573.
NOT TO SCALE
12" X 2" X 16" LONG
WOODEN STAKES
INSTALL FILTER LOG
ALONG THE CONTOUR
DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPAREDBY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
SHEET
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t
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k
,
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20
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C
1
6
1
2
0
9
1
6
\
C
A
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\
C
3
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1
2
0
9
1
6
C
1
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1
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d
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7/
2
2
/
2
0
2
0
1
0
:
2
9
A
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
R
2638 SHADOW LANE, SUITE 200CHASKA, MINNESOTA 55318
Phone: (952) 448-8838
Email: Chaska@bolton-menk.com
www.bolton-menk.comANDREW L. BUDDE
46585 07/27/2020
CITY OF SHOREWOOD
MARY LAKE OUTLET
PJS
SCD
ALB
C16.120916
C1.09
CONSTRUCTION DETAILS
DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPAREDBY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
SHEET
B
o
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t
o
n
&
M
e
n
k
,
I
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c
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20
2
0
,
A
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s
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1
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1
2
0
9
1
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\
C
A
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1
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9
1
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1
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7/
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0
2
0
1
0
:
2
9
A
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
R
2638 SHADOW LANE, SUITE 200CHASKA, MINNESOTA 55318
Phone: (952) 448-8838
Email: Chaska@bolton-menk.com
www.bolton-menk.comANDREW L. BUDDE
46585 07/27/2020
CITY OF SHOREWOOD
MARY LAKE OUTLET
PJS
SCD
ALB
C16.120916
C1.10
CONSTRUCTION DETAILS
FLOW
NOTE:
CONTRACTOR SHALL ALTER LINE & GRADE OF
PIPE TO AVOID SANITARY SEWER SERVICE
CONFLICT, COORDINATE WITH ENGINEER.
MIN 2% GRADE ON SEWER SERVICE.
NOT TO SCALE
REMOVE & REPLACE SANITARY SEWER LINE
EXISTING GRAVITY SEWER
EXISTING WYE BRANCH
R/
W
L
I
N
E
FINISHED SURFACE
ADJUST EXISTING TRACER WIRE AS NEEDED
CONNECT TO EXISTING SANITARY RISER (1 EA)
BEND AS REQUIRED (45° MAX PER BEND)EXISTING RISER
PROPOSED 8" STORM SEWER
4" POLYSTYRENE INSULATION CONSTRUCT ON UNDISTURBED GROUND
MIN 1.5' SEPARATION
MIN. 1.5' SEPARATION
NOT TO SCALE
NOTE: CONTRACTOR SHALL ALTER LINE & GRADE OF PIPE
TO AVOID WATER SERVICE CONFLICT, COORDINATE WITH
ENGINEER. ONE SPLICE PER WATER SERVICE CONNECTION
7.5
'
M
I
N
CO
V
E
R
REMOVE & REPLACE COPPER WATER SERVICE LINE
CURB STOP & BOX
TYPE "K" COPPER PIPE 1" MIN.
(VARIABLE LENGTH)
CONNECT TO
EXISTING SERVICE (1 EA)
8" CONCRETE BLOCK
EXISTING WATERMAIN
PROPOSED 8" STORM SEWER
R/
W
L
I
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E
MIN. 1.5' SEPARATION
4" POLYSTYRENE INSULATION
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DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPAREDBY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
SHEET
B
o
l
t
o
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&
M
e
n
k
,
I
n
c
.
20
2
0
,
A
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l
R
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g
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s
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1
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1
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A
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
R
2638 SHADOW LANE, SUITE 200CHASKA, MINNESOTA 55318
Phone: (952) 448-8838
Email: Chaska@bolton-menk.com
www.bolton-menk.comANDREW L. BUDDE
46585 07/27/2020
CITY OF SHOREWOOD
MARY LAKE OUTLET
PJS
SCD
ALB
C16.120916
C1.11
PROJECT OVERVIEW
23980 CLOVER LNSCOTT R MONTEI
PID: 341172330022
CHRISTOPHER & TIFFANYKOKAL 5685 ECHO RDPID: 3311723140015
THOMAS & BRENNA RAMY
5705 ECHO RDPID: 3311723140016
KIRK E BLOOMQUIST5715 ECHO RDPID: 3311723140017
MICHAEL A EMOLA
5725 ECHO RDPID: 3311723140018
TERRY & KATHRYNKLOMPS
23950 CLOVER LNPID: 3411723230023
MARGARET JAKUBIK23910 CLOVER LNPID: 3411723230025
JEFFREY A ZAVADIL
5680 MINNETONKA DRIVEPID: 3411723230024
CHRISTOPHER &KATHERINE SIMMER
5735 ECHO RDPID: 3311723140019
SARAH R MILLER-LOSBY5760 MINNETONKA DRIVE
PID: 3411723230035
KATHERINE B DOUGHER
REV TRUSTEE 23890 ELDERTURN
PID: 3411723230036
JEFFREY S POMEROY23955 CLOVER LNPID: 34117230028
SARAH D CAMERON23885 CLOVER LN
PID: 3411723230027
DANIEL E LUKE
5740 MINNETONKA DRIVEPID: 3411723230026
ROBERT W SHAW
5745 ECHO RDPID: 3311723140037
STEVEN & BARBARA
SWANSON5755 ECHO RDPID: 3311723140038
ADAM & NICOLERUBINGER24035 MARY LAKE TRAILPID: 3311723410044
CARL A NIEMI REVTRUSTEE
23895 ELDER TURNPID: 3411723320013
ANNA SANDOR
23950 ELDER TURNPID: 3411723230037
PHOBE G HARRINGTON
23870 ELDER TURNPID: 3411723230038
JEAN HOFFMAN
5620 WOOD DUCK CIRCLEPID: 3411723240023
LISA RODDY5685 WOOD DUCK CIRCLE
PID: 3411723240033
WILLIAM A STUDER5685 MINNETONKA DRPID: 3411723230003
CHRISTOPHER J MAYOR
5695 MINNETONKA DRPID: 3411723230002
WILSON REAL ESTATE INC.
5680 WOOD DUCK CIRCLEPID: 3411723240026
BRENDA LEE MILLER23765 GILLETTE CURVE
PID: 3411723230013
MARK & NANCY MULHERN5735 MINNETONKA DRPID: 3411723230012
JEFFREY S POMEROY23955 CLOVER LN
PID: 34117230028
FEETSCALE
0 60 120
HORZ.
DARYL HEIMERL ETAL23740 GILLETTE CURVEPID: 3411723230011
JEREMY C NORMAN23690 GILLETTE CURVEPID: 3411723230010
WARREN A PETERSON
23660 GILLETTE CURVEPID: 3411723230008
MARJORIE D BROOKS
23610 GILLETTE CURVEPID: 3411723230009 MIKE JANSKI5640 WOOD DUCK CIRCLEPID: 3411723240024
SOUTH LAKE OFFICE
BLDG LLC23575 SMITHTOWN RD
PID: 3411723240045
MMXII TRUST
5665 WOOD DUCK CIRPID: 3411723240034
KARI SATHER23605 GILLETTE CURVE
PID: 3411723230017
ALESSANDRA FROEHLING23665 GILLETTE CURVE
PID: 3411723230052
MARIANNE APENTIS23705 GILLETTE CURVE
PID: 3411723230051
PETER & JOAN PURCELL23735 GILLETTE CURVE
PID: 3411723230014
MICHAEL & MICHELLE
HAGGERTY5660 WOOD DUCK CIRCLEPID: 3411723240025
R
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MARY LAKE
PROPOSED 12" FES
PROPOSED 8" HDPE STM
PROPOSED 8" HDPE STM
PROPOSED 8" HDPE STM
PROPOSED SADDLE GRADING
SB 1 SB 2
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SB 4
DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPAREDBY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
0
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:\
S
H
W
D
\
C
1
6
1
2
0
9
1
6
\
C
A
D
\
C
3
D
\
1
2
0
9
1
6
C
2
0
1
.
d
w
g
7/
2
2
/
2
0
2
0
1
0
:
5
8
A
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
R
2638 SHADOW LANE, SUITE 200CHASKA, MINNESOTA 55318
Phone: (952) 448-8838
Email: Chaska@bolton-menk.com
www.bolton-menk.comANDREW L. BUDDE
46585 07/27/2020
CITY OF SHOREWOOD
MARY LAKE OUTLET
PJS
SCD
ALB
C16.120916
R
C2.01
EXISTING CONDITIONS & REMOVAL PLAN
23980 CLOVER LNSCOTT R MONTEIPID: 341172330022
TERRY & KATHRYN KLOMPS23950 CLOVER LNPID: 3411723230023
MARGARET JAKUBIK23910 CLOVER LNPID: 3411723230025
JEFFREY A ZAVADIL5680 MINNETONKA DRIVEPID: 3411723230024
JEFFREY S POMEROY23955 CLOVER LNPID: 34117230028
SARAH D CAMERON23885 CLOVER LNPID: 3411723230027 DANIEL E LUKE5740 MINNETONKA DRIVEPID: 3411723230026
WILLIAM A STUDER5685 MINNETONKA DRPID: 3411723230003
CHRISTOPHER J MAYOR5695 MINNETONKA DRPID: 3411723230002
BRENDA LEE MILLER23765 GILLETTE CURVEPID: 3411723230013
MARK & NANCY MULHERN5735 MINNETONKA DRPID: 3411723230012JEFFREY S POMEROY23955 CLOVER LN
PID: 34117230028
CLOVER LANE
GILETTE CUR
V
E
MIN
N
E
T
O
N
K
A
D
R
I
V
E
FEETSCALE
0 25 50
HORZ.
R
DARYL HEIMERL ETAL23740 GILLETTE CURVEPID: 3411723230011
JEREMY C NORMAN23690 GILLETTE CURVEPID: 3411723230010
WARREN A PETERSON23660 GILLETTE CURVEPID: 3411723230008
MARJORIE D BROOKS23610 GILLETTE CURVEPID: 3411723230009
MIKE JANSKI5640 WOOD DUCK CIRCLEPID: 3411723240024
SO
U
T
H
L
A
K
E
O
F
F
I
C
E
BL
D
G
L
L
C
23
5
7
5
S
M
I
T
H
T
O
W
N
R
D
PI
D
:
3
4
1
1
7
2
3
2
4
0
0
4
5
MM
X
I
I
T
R
U
S
T
56
6
5
W
O
O
D
D
U
C
K
C
I
R
PI
D
:
3
4
1
1
7
2
3
2
4
0
0
3
4
KARI SATHER23605 GILLETTE CURVEPID: 3411723230017
ALESSANDRA FROEHLING23665 GILLETTE CURVEPID: 3411723230052MARIANNE APENTIS23705 GILLETTE CURVEPID: 3411723230051
PETER & JOAN PURCELL
23735 GILLETTE CURVEPID: 3411723230014
MICHAEL & MICHELLE HAGGERTY5660 WOOD DUCK CIRCLEPID: 3411723240025
GILETTE CURVE
GILETTE CURVE
WO
O
D
D
U
C
K
C
I
R
C
L
E
NOTES:
1.REMOVALS SHALL NOT OCCUR WITHOUT AUTHORIZATION FROM THE ENGINEER. REMOVAL LIMITS &
REMOVAL ITEMS SHALL BE VERIFIED BY THE ENGINEER PRIOR TO REMOVAL.
2.ALL TREES IDENTIFIED FOR REMOVAL SHALL BE MARKED BY THE ENGINEER.
3.NO TREES SHALL BE REMOVED WITHOUT PRIOR AUTHORIZATION FROM THE ENGINEER.
4.EXISTING PRIVATE UTILITIES SHALL BE RELOCATED BY OTHERS AS DIRECTED BY THE ENGINEER.
5.SEE SHEET C1.02 FOR LEGEND.
6.SAWCUTTING SHALL BE INCIDENTAL TO PAVEMENT REMOVAL.
7.ALL CONSTRUCTION SHALL REMAIN WITH IN RIGHT OF WAY OR EASEMENTS. TRENCH BOX OR SHEETING MAY
BE REQUIRED.
8.CONTRACTOR SHALL PROTECT ALL TREES, BUILDINGS, LANDSCAPING, RETAINING WALLS, DRIVEWAYS,
TRAFFIC SIGNS, ETC UNLESS NOTED OTHERWISE ON THE PLANS OR DIRECTED IN THE FIELD BY THE ENGINEER.
9.CONTRACTOR SHALL PROTECT & SUPPORT ALL EXISTING PUBLIC AND PRIVATE UTILITIES.
LEGEND
REMOVE BITUMINOUS PAVEMENT
REMOVE & REPLACE LANDSCAPING
(ALLOWANCE ITEM)
REMOVE TREE OR SHRUB
A
XX
X
SB-X SOIL BORING
SE
E
B
E
L
O
W
SE
E
A
B
O
V
E
MARY LAKE
OHW = 953.30
NWL = 953.14
100-YEAR EX. = 955.05
100-YEAR PROP. = 954.96
PROTECT TREES PROTECT TREE
PROTECT MAILBOX
SALVAGE & REINSTALL SIGN
PROTECT HYDRANT
PROTECT TREE
PROTECT MAILBOX
PROTECT TREE
PROTECT TREES
PROTECT BUSHES & LANDSCAPING
PROTECT MAILBOX & LANDSCAPING PROTECT RETAINING WALL
& LANDSCAPING
RELOCATE GAS (BY OTHERS)
RELOCATE COMMUNICATION (BY OTHERS)
1+00 2+00
3+00
4+00
5+00 6+00
7+00
8+00
BP
:
1
+
0
0
.
0
0
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:
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.
0
7
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:
2
+
5
0
.
0
0
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5
+
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.
2
1
PC
:
5
+
8
4
.
7
5
PT
:
6
+
0
8
.
0
9
S
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S
lMS
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CCCCCCCC
C
C
C
C
C
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>>>>
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G
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0
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:
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:
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:
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:
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+
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:
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:
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:
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:
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955
95
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951
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94
5
94
1
94
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941
942
940
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S
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MM
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>>>>>>>>
G
G
>
>
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X
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X
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>>>>>>>>>>
>
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G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D
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DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPAREDBY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
0
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:\
S
H
W
D
\
C
1
6
1
2
0
9
1
6
\
C
A
D
\
C
3
D
\
1
2
0
9
1
6
C
3
0
1
.
d
w
g
7/
2
2
/
2
0
2
0
1
1
:
0
5
A
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
R
2638 SHADOW LANE, SUITE 200CHASKA, MINNESOTA 55318
Phone: (952) 448-8838
Email: Chaska@bolton-menk.com
www.bolton-menk.comANDREW L. BUDDE
46585 07/27/2020
CITY OF SHOREWOOD
MARY LAKE OUTLET
PJS
SCD
ALB
C16.120916
R
C3.01
EROSIOIN CONTROL & RESTORATION PLAN
23980 CLOVER LNSCOTT R MONTEIPID: 341172330022
TERRY & KATHRYN KLOMPS23950 CLOVER LNPID: 3411723230023
MARGARET JAKUBIK23910 CLOVER LNPID: 3411723230025
JEFFREY A ZAVADIL5680 MINNETONKA DRIVEPID: 3411723230024
JEFFREY S POMEROY23955 CLOVER LNPID: 34117230028
SARAH D CAMERON23885 CLOVER LNPID: 3411723230027 DANIEL E LUKE5740 MINNETONKA DRIVEPID: 3411723230026
WILLIAM A STUDER5685 MINNETONKA DRPID: 3411723230003
CHRISTOPHER J MAYOR5695 MINNETONKA DRPID: 3411723230002
BRENDA LEE MILLER23765 GILLETTE CURVEPID: 3411723230013
MARK & NANCY MULHERN5735 MINNETONKA DRPID: 3411723230012JEFFREY S POMEROY23955 CLOVER LN
PID: 34117230028
CLOVER LANE
GILETTE CUR
V
E
MIN
N
E
T
O
N
K
A
D
R
I
V
E
FEETSCALE
0 25 50
HORZ.
FEETSCALE
0 5 10
VERT.
R
DARYL HEIMERL ETAL23740 GILLETTE CURVEPID: 3411723230011
JEREMY C NORMAN23690 GILLETTE CURVEPID: 3411723230010
WARREN A PETERSON23660 GILLETTE CURVEPID: 3411723230008
MARJORIE D BROOKS23610 GILLETTE CURVEPID: 3411723230009
MIKE JANSKI5640 WOOD DUCK CIRCLEPID: 3411723240024
SO
U
T
H
L
A
K
E
O
F
F
I
C
E
BL
D
G
L
L
C
23
5
7
5
S
M
I
T
H
T
O
W
N
R
D
PI
D
:
3
4
1
1
7
2
3
2
4
0
0
4
5
MM
X
I
I
T
R
U
S
T
56
6
5
W
O
O
D
D
U
C
K
C
I
R
PI
D
:
3
4
1
1
7
2
3
2
4
0
0
3
4
KARI SATHER23605 GILLETTE CURVEPID: 3411723230017
ALESSANDRA FROEHLING23665 GILLETTE CURVEPID: 3411723230052
MARIANNE APENTIS23705 GILLETTE CURVEPID: 3411723230051PETER & JOAN PURCELL23735 GILLETTE CURVEPID: 3411723230014
MICHAEL & MICHELLE HAGGERTY5660 WOOD DUCK CIRCLEPID: 3411723240025GILETTE CURVE
GILETTE CURVE
WO
O
D
D
U
C
K
C
I
R
C
L
E
NOTES:
1.NO TREES SHALL BE REMOVED WITHOUT PRIOR AUTHORIZATION FROM THE ENGINEER.
2.CONTRACTOR SHALL STRIP, STOCKPILE AND PLACE TOPSOIL THROUGHOUT THE PROJECT (INCIDENTAL). ANY
ADDITIONAL TOPSOIL NEEDED (AS APPROVED BY THE ENGINEER) SHALL BE IMPORTED BY THE CONTRACTOR
WITH PAYMENT AT THE BID UNIT PRICE.
3.PLACE A MINIMUM OF 4 INCHES OF TOPSOIL ON ALL DISTURBED AREAS REQUIRING RESTORATION OF
VEGETATION UNLESS OTHERWISE DIRECTED BY THE ENGINEER.
4.SEED MIX 25-151 TO BE SEEDED AT AN APPLICATION RATE OF 120 LB/AC.
5.PROVIDE FERTILIZER TYPE 3 10-10-10 ON ALL AREAS TO BE SEEDED AT AN APPLICATION RATE OF 60 LB/AC
(INCIDENTAL).
6.CONTRACTOR SHALL INSTALL SEDIMENT CONTROL LOGS AS DIRECTED BY THE ENGINEER.
7.ALL AREAS DISTURBED OUTSIDE THE APPROVED REMOVAL LIMITS SHALL BE RESTORED AT THE CONTRACTORS
EXPENSE.
SE
E
B
E
L
O
W
SE
E
A
B
O
V
E
MARY LAKE
OHW = 953.30
NWL = 953.14
100-YEAR EX. = 955.05
100-YEAR PROP. = 954.96
INSTALL SILT CURTAIN IN
STUDER POND AS NEEDED
MS
LEGEND
MACHINE SLICED SILT FENCE
DRAINAGE FLOW
HYDROSEED W/SEED MIX 25-151
SEED MIX 34-181
RESTORE BITUMIINOUS PAVEMENT
FLOTATION SILT CURTAIN
INLET PROTECTION
0+00
0+50
BP
:
0
+
0
0
.
0
0
EP
:
0
+
5
0
.
0
0
S
S
>
>
>
>
>
>
>
>
>
0+00
0+50
BP
:
0
+
0
0
.
0
0
EP
:
0
+
5
0
.
0
0
S
S
>
>
>
>
>
>
>
>
>
AC
S
S
C
S
X
X
X
X
X
>>
>
>
>
>
>
>
>
>
>
>
>
>>
CONC.
>>
BI
T
U
M
I
N
O
U
S
D
R
I
V
E
W
A
Y
GRA
V
E
L
DR
I
V
E
W
A
Y
BITUMINOUS
ROADWAY
>
>
>
>
>
>
>
>
>>>>>>>>>>>>>>>
S
DELINEATED WETLAND
XX
935
940
945
950
955
960
935
940
945
950
955
960
95
3
.
1
4
95
4
.
5
EX 15" - SAN 160' EX 15" PVC@ 0.20%
935
940
945
950
955
960
935
940
945
950
955
960
95
3
.
1
4
95
4
.
5
EX 15" - SAN 160' EX 15" PVC@ 0.20%
DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPAREDBY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
0
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:\
S
H
W
D
\
C
1
6
1
2
0
9
1
6
\
C
A
D
\
C
3
D
\
1
2
0
9
1
6
C
4
0
1
.
d
w
g
7/
2
2
/
2
0
2
0
1
1
:
0
8
A
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
R
2638 SHADOW LANE, SUITE 200CHASKA, MINNESOTA 55318
Phone: (952) 448-8838
Email: Chaska@bolton-menk.com
www.bolton-menk.comANDREW L. BUDDE
46585 07/27/2020
CITY OF SHOREWOOD
MARY LAKE OUTLET
PJS
SCD
ALB
C16.120916
C4.01
GRADING PLAN
KATHERINE B DOUGHER REV TRUSTEE
23890 ELDER TURN
PID: 3411723230036
ROBERT W SHAW
5745 ECHO RD
PID: 3311723140037
CARL A NIEMI REV TRUSTEE
23895 ELDER TURN
PID: 3411723320013
ANNA SANDOR
23950 ELDER TURN
PID: 3411723230037
PHOBE G HARRINGTON
23870 ELDER TURN
PID: 3411723230038
FEETSCALE
0 60 120
HORZ.
R
ELDER T
U
R
N
MICHAEL A EMOLA
5725 ECHO RD
PID: 3311723140018
STEVEN & BARBARA SWANSON
5755 ECHO RD
PID: 3311723140038
ADAM & NICOLE RUBINGER
24035 MARY LAKE TRAIL
PID: 3311723410044
954
954
955
5' BOTTOM TYP
ELEV. 953.14
6:1 TYP
PROTECT TREES
PERMANENT EASEMENT
NOTE:
1)ALL DISTURBED DELINEATED WETLAND SHALL BE RESTORED WITH
SEED MIX 34-181. ALL OTHER DISTURBED AREAS SHALL BE
RESTORED WITH HYDROMULCH W/SEED MIX 25-151. COORDINATE
WITH ENGINEER.
2)CONTRACTOR MAY USE MATERIAL GENERATED FROM SADDLE
GRADING AS TEMPORARY COFFER DAM. CONTRACTOR SHALL MAKE
SURE ALL MATERIAL IS REMOVED AFTER CONSTRUCTION.
SADDLE GRADING
PROTECT EXISTING SANITARY MANHOLE
CONSTRUCTION LIMITS
MARY LAKE
LEGEND
SILT CURTAIN, STILL WATER
MORTARED IN PLACE RIP RAP
REMOVE TREE OR SHRUBXX
X
MINIMIZE IMPACTS TO THE DELINEATED WETLAND
TO THE EXTENT POSSIBLE. DISTURBED AREAS MUST
BE RESTORED TO ITS NATURAL STATE AFTER WORK
HAS BEEN COMPLETED.
ALL DISTURBED AREA MUST BE RESTORED TO ITS NATURAL
STATE AFTER WORK HAS BEEN COMPLETED.
SB
-
1
ST
A
1+
6
9
.
4
9
11
.
3
8
R
T
SB
-
2
ST
A
6
+
8
8
.
6
8
2.5
9
'
L
T
BITFILL
CL
CL
CL
CL
BIT
FILL
CL
OL/OH
CL
925
930
935
940
945
950
955
960
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970
925
930
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955
960
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.
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2
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1
.
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.
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8
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1
.
9
3
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@ -1.08%
55' - 12" HDPE @ -1.08%55'
12" RCP
@ -1.08%
89' - 8" HDPE @ 0.40%89' 8" STM@ 0.40%
219' - 8" HDP
E
@
3
.
5
3
%
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I=952.48 8" WI=952.43 8" E
2+50.0-0.0'
R=957.65
MH - 2
I=952.12 12" WI=952.83 8" E
1+61.1-0.0'
R=955.10
MH - 1
I=944.44 8" WI=944.44 8" E
5+31.2-0.0'
R=948.95
MH - 3
I=951.52 12" E1+05.6-0.0'
FES - 1
62' - 8" HDPE @ 0.40%62' 8" STM@ 0.40%
EX 12" WM
EX 10" SAN
WM SERV.
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G
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EX 8" STM
397' - 8" STM @ 0.75%397' 8" STM@ 0.75%
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DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPAREDBY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
0
, A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:\
S
H
W
D
\
C
1
6
1
2
0
9
1
6
\
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\
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3
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1
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7/
2
2
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2
0
2
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1
1
:
3
6
A
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
R
2638 SHADOW LANE, SUITE 200CHASKA, MINNESOTA 55318
Phone: (952) 448-8838
Email: Chaska@bolton-menk.com
www.bolton-menk.comANDREW L. BUDDE
46585 07/27/2020
CITY OF SHOREWOOD
MARY LAKE OUTLET
PJS
SCD
ALB
C16.120916
R
C5.01
STORM SEWER PLAN & PROFILE
NOTES:
1.THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE
SHOWN IN AN APPROXIMATE WAY ONLY. IT IS NOT
GUARANTEED THAT ANY OR ALL EXISTING UTILITIES ARE
SHOWN. THE CONTRACTOR SHALL DETERMINE THE EXACT
LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING
WORK. CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR
ANY AND ALL DAMAGES WHICH MIGHT BE CAUSED BY
FAILURE TO EXACTLY LOCATE AND PROTECT ANY AND ALL
UNDERGROUND UTILITIES.
2.CONTRACTOR SHALL FIELD VERIFY ELEVATIONS AND
LOCATIONS OF CONNECTIONS TO EXISTING INFRASTRUCTURE
PRIOR TO ANY WORK AND CONTACT ENGINEER
IMMEDIATELY IF DIFFERENT THAN INDICATED ON PLAN.
3.CONTRACTOR MAY ADJUST LINE & GRADE OF PIPE,
COORDINATE WITH ENGINEER. CONTRACTOR SHALL ENSURE
HIGH POINTS ARE NOT CREATED IN PIPE ON DIRECTIONALLY
DRILLED RUNS. (INCIDENTAL)
SE
E
S
H
E
E
T
C5
.
0
2
OPEN CUT
BRENDA LEE MILLER23765 GILLETTE CURVEPID: 3411723230013
WILLIAM A STUDER5685 MINNETONKA DRPID: 3411723230003
MARK & NANCY MULHERN5735 MINNETONKA DRPID: 3411723230012
CHRISTOPHER J MAYOR5695 MINNETONKA DRPID: 3411723230002
DANIEL E LUKE5740 MINNETONKA DRIVEPID: 3411723230026
JEFFREY A ZAVADIL5680 MINNETONKA DRIVEPID: 3411723230024
MARGARET JAKUBIK23910 CLOVER LNPID: 3411723230025
SARAH D CAMERON23885 CLOVER LNPID: 3411723230027
JEFFREY S POMEROY23955 CLOVER LNPID: 34117230028
TERRY & KATHRYN KLOMPS23950 CLOVER LNPID: 3411723230023
JEFFREY S POMEROY23955 CLOVER LNPID: 34117230028
23980 CLOVER LNSCOTT R MONTEIPID: 341172330022
CLOVER LANE
GILETTE CUR
V
E
MIN
N
E
T
O
N
K
A
D
R
I
V
E
FEETSCALE
0 25 50
HORZ.
FEETSCALE
0 5 10
VERT.
MARY LAKE
OHW = 953.30
NWL = 953.14
100-YEAR EX. = 955.05
100-YEAR PROP. = 954.96
DIRECTIONAL DRILL
ADJUST PIPE ALIGNMENT.
MAINTAIN 1.0' SEPARATION
FROM STRUCTURE
4" POLYSTYRENE INSULATION
MIN 1.5' SEPARATION
CONNECT TO EXISTING
WATER SERVICE
MIN 1.0' SEPARATION
10'
10'
10'
4" POLYSTYRENE INSULATION
MIN 1.5' SEPARATION
INSTALL SALVAGED SIGN
STRUCTURAL
MARKER SIGN
SB
-
3
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A
1
2
+
0
6
.
0
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4.8
4
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L
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100' - 8" HDPE @ 0.75%100' 8" STM@ 0.75%
109' - 8" HDPE @ 0.75%109' 8" STM@ 0.75%
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11+76.0-0.0'
R=951.49
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I=935.92 8" W
I=935.92 8" N
15+44.2-0.0'
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8" STM
@ 0.52%
I=935.72 8" SI=935.72 12" E
15+83.5-0.0'
R=939.52
EX MH - 2
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I=941.47 8" WI=941.47 8" E
9+27.8-0.0'
R=952.82
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5685 WOOD DUCK CIRCLE
SB 3
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:
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6
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0
4
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:
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2
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:
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:
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:
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8" STM
>>
8"
S
T
M
S
S
>>>>>>>>MH - 4
>>>>>>
>>8" STM
8" STM >>>>>>>>>>>>>>
DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPAREDBY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
0
, A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:\
S
H
W
D
\
C
1
6
1
2
0
9
1
6
\
C
A
D
\
C
3
D
\
1
2
0
9
1
6
C
5
0
1
.
d
w
g
7/
2
2
/
2
0
2
0
1
1
:
2
6
A
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
R
2638 SHADOW LANE, SUITE 200CHASKA, MINNESOTA 55318
Phone: (952) 448-8838
Email: Chaska@bolton-menk.com
www.bolton-menk.comANDREW L. BUDDE
46585 07/27/2020
CITY OF SHOREWOOD
MARY LAKE OUTLET
PJS
SCD
ALB
C16.120916
R
C5.02
STORM SEWER PLAN & PROFILE
SE
E
S
H
E
E
T
C5
.
0
1
OPEN CUT
DARYL HEIMERL ETAL23740 GILLETTE CURVEPID: 3411723230011
PETER & JOAN PURCELL23735 GILLETTE CURVEPID: 3411723230014 MARIANNE APENTIS23705 GILLETTE CURVEPID: 3411723230051
JEREMY C NORMAN23690 GILLETTE CURVEPID: 3411723230010
WARREN A PETERSON23660 GILLETTE CURVEPID: 3411723230008
ALESSANDRA FROEHLING23665 GILLETTE CURVEPID: 3411723230052
KARI SATHER23605 GILLETTE CURVEPID: 3411723230017
MARJORIE D BROOKS23610 GILLETTE CURVEPID: 3411723230009
MIKE JANSKI5640 WOOD DUCK CIRCLEPID: 3411723240024
MICHAEL & MICHELLE HAGGERTY5660 WOOD DUCK CIRCLEPID: 3411723240025
MM
X
I
I
T
R
U
S
T
56
6
5
W
O
O
D
D
U
C
K
C
I
R
PI
D
:
3
4
1
1
7
2
3
2
4
0
0
3
4
SO
U
T
H
L
A
K
E
O
F
F
I
C
E
BL
D
G
L
L
C
23
5
7
5
S
M
I
T
H
T
O
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N
R
D
PI
D
:
3
4
1
1
7
2
3
2
4
0
0
4
5
GILETTE CURVE
GILETTE CURVE
WO
O
D
D
U
C
K
C
I
R
C
L
E
FEETSCALE
0 25 50
HORZ.
FEETSCALE
0 5 10
VERT.
DIRECTIONAL DRILL
4" POLYSTYRENE INSULATION
MIN 1.5' SEPARATION
4" POLYSTYRENE INSULATION
MIN. 1.5' SEPARATION
4" POLYSTYRENE INSULATION
MIN 1.5' SEPARATION
10'
NOTES:
1.THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE
SHOWN IN AN APPROXIMATE WAY ONLY. IT IS NOT
GUARANTEED THAT ANY OR ALL EXISTING UTILITIES ARE
SHOWN. THE CONTRACTOR SHALL DETERMINE THE EXACT
LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING
WORK. CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR
ANY AND ALL DAMAGES WHICH MIGHT BE CAUSED BY
FAILURE TO EXACTLY LOCATE AND PROTECT ANY AND ALL
UNDERGROUND UTILITIES.
2.CONTRACTOR SHALL FIELD VERIFY ELEVATIONS AND
LOCATIONS OF CONNECTIONS TO EXISTING INFRASTRUCTURE
PRIOR TO ANY WORK AND CONTACT ENGINEER
IMMEDIATELY IF DIFFERENT THAN INDICATED ON PLAN.
3.CONTRACTOR MAY ADJUST LINE & GRADE OF PIPE,
COORDINATE WITH ENGINEER. CONTRACTOR SHALL ENSURE
HIGH POINTS ARE NOT CREATED IN PIPE ON DIRECTIONALLY
DRILLED RUNS. (INCIDENTAL)