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Top of wall=849.90
INV=846.60
Endwall
INV=846.36
drainway
concrete
Inv=847.62
Rim=850.55
2x2' Inlet
NW Inv=853.78 (pipe from ?)
W Inv=854.02 (pipe from ?)
S Inv=853.92
NE Inv=853.52
Floor=853.54
Rim=860.05
SW Inv=854.54
N Inv=854.28
TC=860.25
NE Inv=857.24
Rim=862.01
parking lot
asphalt
chair
guard
patio
stone
rack
canoe
house
bath
gutter
curb&
Ethelwyn Park
Block 2
Lot 15
gravel
swing set
pea gravel
sand beach
bench
rip ra
p
rip rap
split rail fence
split rail fence
concrete sidew
alk
curb cut (no drive)
park sign
INV=851.73
roof drain outlet
4" CPVC
INV=850.24
(wall drain?)
4" CPVC outlet
asphalt
old
asphalt
old
asphalt
crumbled
old asph path
porch post
roof edge
siding corner
brick corner
concrete ramp
curb c
ut
rip ra
p
rip rap
rip ra
p
rip ra
p
10' Grading
Easeme
nt per
CSM 1198
8 Doc# 42
54407
6' Drainage ease
ment per
CS
M 11988 Doc
# 4254407
6' Drainage ease
ment per
CS
M 11988 Doc
# 4254407
10' Sanitary s
ewer easeme
nt Doc# 8616
54
Way
Waunona
2720
wall
retaining
wood tie
& steps
sidewalk
Ethelwyn Park
Block 2
Lot 16
right-of-way
Esther Beach Road
CSM 11988
Lot 1
CSM 11988
Lot 2
CSM 11988
Lot 3
?
house
Way
Waunona
2806
Way
Waunona
2802
approx struc
ture
Doc# 5226990
easement
sanitary sewer
15 ft wide
843
843
844
844
844
INTSEC 8IN VP'S
lake level 2011-03-21 2:30pm
lake level 2011-03-21 2:30pm
FLOOR
845
6IN VP TO BATHHOUSE
2010-10-22 3PM
2010-10-22 3PM
2010-10-22 3PM
2010-10-22 3PM
2010-10-22 3PM
2010-10-22 3PM
2010-10-25 1:15PM
SAND
SAND
SAND
SAND
846
846SAND
BEACH
BEACH
BEACH
CTR 4FTWIDE CONC FLUME SIDES +0.4FT
BEACH
SAND
BEACH
CTR 4FTWIDE CONC FLUME SIDES +0.4FT
18IN RCP@WALL 5 x 3.3hi(above invert) x 0.67ft thick
BEACH
SAND
Type?
SAND
Type?
Type?
BEACH
Type?
Type?
Type?
SAND
Type?
Type?
SAND
18IN RCP (TOP CUT OUT FOR INLET)
BEACH
Willow
BEACH
3/8IN ROD
SAND
Cottonwood
SAND
PIT
848
848
landscaping rocks
Ash
mow line
GROUND ACCENT LIGHT
Type?
LP
landscaping rocks
GROUND ACCENT LIGHT LP
landscaping rocks
landscaping rocks
1-5/8IN OD PIPE
landscaping rocks
landscaping rocks
18"R
CP
landscaping rocks
landscaping rocks
landscaping rocks
landscaping rocks
mow line
mow line
landscaping rocks
landscaping rocks
landscaping rocks
landscaping rocks
landscaping rocks
landscaping rocks
APRX INV - SIDE OF OLD PIPE TO NORTH?
Ash
landscaping rocks
landscaping rocks
landscaping rocks
landscaping rocks
landscaping rocks
landscaping rocks
landscaping rocks
landscaping rocks
landscaping rocks
landscaping rocks
landscaping rocks
GUARD CHAIR
landscaping rocks
Boxelder 2-trunk
mow line
landscaping rocks
mow line
landscaping rocks
1-3/8IN OD PIPE
landscaping rocks
18IN RCP TO N
BEACH
BEACH
849
849
849
849
849
PIT
PIT
Mulberry?
3/4IN ROD SHOT TOP LNS SOUTH A LITTLE
GUARD CHAIR
3/4IN ROD SHOT TOP LNS SOUTH A LITTLE
SAND
Mulberry?
Juniper
GUARD CHAIR
SAND
SAND
BEACH
Willow
BEACH
Split rail
TOP PIPE 15IN? PVC TO N
1-1-4IN OD PINCH PIPE
concrete bench pad
Type?
concrete bench pad
Split rail
concrete bench pad
concrete bench pad
Split rail
Willow?
850
850
850
850
850
Pea gravel
SWINGS
4IN CORR PVC
BEACH
NW corner porch post
NW corner porch post
Pea gravel
stone retaining wall
SWINGS
Type?
Pea gravel
SAND
BEACH
Pea gravel
APPROX (NOT VISIBLE)
siding
stone retaining wall
NW corner porch post
Pea gravel
RIM
2X2GRATE
Pea gravel
Locust
Pea gravel
Ash?
Type?
siding
SAND
BEACH
BEACH
Pea gravel
Pea gravel
Pea gravel
BEACH
BEACH
Arbor Vitae
stone retaining wall
BEACH
Silver Maple
SAN
SAND
BEACH
851
851
851
851
851
851
851
BEACH
Split rail
stone retaining wall
stone retaining wall
BEACH
BEACH
4IN PVC ROOF DRAIN OUTLET
BEACH
Approx sanitary location
BEACH
Locust
MAGNAIL ASPHALTMAGNAIL ASPHALT
Fir
AT&T
AT&T
AT&T
MG&E
MG&E @ meter
LOOSE NAIL
BACK WALL
BACK WALL@CORNER
CANOE RACK
BACK WALL
CANOE RACK
Spruce
Ash
CANOE RACK
stone retaining wall
AT&T
broken up asphalt
4IN CORR PVC
broken up asphalt
4IN PVC ROOF DRAIN INLET
ROOF DRAIN
stone retaining wall
broken up asphalt
Red/Black Oak
stone retaining wall
Fir?
broken up asphalt
CANOE RACK
conc wall at front of door frame
Maple
conc wall at front of door frame
BUBBLER
fountain
drinking
conc wall at front of door frame
STONE PATIO
conc wall at front of door frame
MG&E
brush
broken up asphalt
White Oak group
broken up asphalt
STONE PATIO
STONE PATIO
852
852852
852
852
18"RCP
wood tie retaining wall
siding at stairs
bottom of elevated porch wall
broken up asphalt
STONE PATIO
Red/Black Oak
bush gone 2015-09-10
siding
STONE PATIO
Spruce dripline
bottom of elevated porch wall
AT&T
brush
White Oak
Red/Black Oak
stone retaining wall
Red/Black Oak
Black Cherry
1-5/8IN OD PIPE
Spruce dripline
tree gone 2015-09-10
bush gone 2015-09-10
stone retaining wall
White Oak group
WOOD
8IN VP TO N
Spruce dripline
White Oak
Spruce dripline
Type?
Spruce dripline
WOOD
bush gone 2015-09-10
brush
stone retaining wall
AT&T
MG&E
853
853
Spruce
Spruce dripline
stone retaining wall
Red/Black Oak
Red/Black Oak
NAIL OLD ASPH
Spruce dripline
stone retaining wall
18IN RCP TO NE
MG&E
Type?
FLOOR
Spruce dripline
Spruce dripline
Spruce dripline
Red/Black Oak
siding
AT&T
ROOF DRAIN
corner brick wall
White Oak group
brush
brush
Old residential elev@conc base LP
stone retaining wall
12IN RCP FROM NW
12"RCP
?
bush gone 2015-09-10
1-1/4IN OD PIPE
bush gone 2015-09-10
15IN RCP FROM SW
brush
854
854854
854
854
854
15"R
CP
12IN RCP FROM E
12"RCP
?
stone retaining wall
ROCKS
ROCKSROCKS
stone retaining wallstone retaining wall
stone retaining wall
15IN RCP TO NE
UP
brush
15IN RCP FROM SW
AT&T
ROCKS
tree gone 2015-09-10
ROCKS
brush
MG&E
guy wire south to light pole
brush
Split rail
White Oak
Type?
855
ROCKS
brush
Red/Black Oak
MG&E
MG&E
Swimming Beach
brush
AT&T
856
856
856
856White Oak
brush
15"R
CP
OLD PAVEMENT AT SOUTH END CURB BLOCK
MG&E
No Parking
PVMT CUT
MG&E
approx inside corner of structure wall
Split rail
PVMT CUT
brush
1-1/4IN OD PIPE
brush
MG&E
brush
UP
MG&E
approx inside corner of structure wall
approx inside corner of structure wall
STMSTMSTMSTM
SW INV=850.5+/-
N INV=848.6+/-
floor=844.91
E RIM=857.09
W RIM=857.11
brush
CURB GONE NEW ASPH
15IN RCP TO S
18IN RCP FROM SW
approx inside corner of structure wall
PVMT CUT
LP
Split rail
PVMT CUT
MG&E
Fir?
Split rail
CURB GONE NEW ASPH
858
858
858858
Crabapple
Locust
corner of siding
MG&E
Split rail
PVMT CUT
1-1/4IN OD PIPE 1.3FT DWN
CURB GONE NEW ASPH
END? Couldn't field-verify
AT&T
MG&E
PVMT CUT
PVMT CUT
PVMT CUT
PVMT CUT
Split rail
SIGN
SIGN
MG&E
MG&E
Approx storm pipe direction
860
860
860
STM
TOP 2ND FL DECK
TOP 2ND FL DECK@WALL
O in CO on inlet
White Oak
MG&E
MG&E
Approx storm pipe direction
AT&T
MG&E
UP
Split rail
MG&E
SAN
862
862
STM
MG&E
MG&E
MG&E
HYD TOP NUT HYDHYD TOP NUT
bush gone 2015-09-10
AT&T
864
864
MG&E
MG&E
MG&E
AT&T
UP
MG&E
Split rail
866
866
Split rail
No Parking
MG&E
Split rail
3/4IN ROD
868
868
driveway cut
rooftop at facia
TOP 3RD FL DECK@WALL
rooftop
rooftop at facia
rooftop
EX. PARK BOUNDARY
EX. SANITARY SEWER
EX. CONTOUR (INDEX)
EX. CONTOUR (INTER)
SURVEYED EDGE OF WATER
EX. STONE WALL
EX. FENCE
EX. VEGETATION
EX. EASEMENT
EX. RIGHT OF WAY
EX. WATER LINE
EX. ELECTRIC
EX. TELEPHONE
EX. OVERHEAD
EX. GAS
LEGEND
WAUNONA WAY
EX. PROPERTY IRON
LAKE MONONA
Graphical Scale
0 40 ft N
MADISON, WI 537132802 WAUNONA WAYESTHER BEACH PARK
EXISTING SITE
M:\Maps\parks\Esther\2015 Improvements\Esther Beach Improvements_FacilitiesContract.dgn
PROJECT:
City of MadisonDepartment of Public Works
PARKS DIVISION
09-10-2015
DATEITEM
C1.0SHEET NUMBER:
SHEET TITLE:
their trade and be responsible for the same.
subcontractors must check all details and dimensions of
plans and checking them for accuracy, the contractor and
Although every effort has been made in preparing these
City-County Building, Suite 104
210 Martin Luther King, Jr. Blvd.
PO Box 2987
Madison, WI 53701-2987
Advertised by: JZ 07-15-2016
Surveyed by: DR
EL. 845.42
2010-10-25
SURVEYED
LEVEL
LAKE MONONA
EX. 844.9
SURVEYED 2011-3-21
LAKE MONONA LEVEL
PARK SHELTER
ESTHER BEACH
848.5
849.0
849.0
849.0
849.5
849.5
850.0
850.0
850.5
850.5
851.0
851.0
851.0
851.5
851.5
851.5
851.5
852.0
852.0
852.0
852.5
852.5
852.5
852.5
852.5
853.0
853.0
853.0 853.0
853.5
10' Grading
Easeme
nt per
CSM 1198
8 Doc# 42
54407
Doc# 5226990
easement
sanitary sewer
15 ft wide
house
bath
10' Grading
Easeme
nt per
CSM 1198
8 Doc# 42
54407
house
18"R
CP
SAN
ROOF DRAIN
fountain
drinking
UP
REMOVE EX. CONCRETE
LEGENDLAKE MONONA
ABANDON EX. TELEPHONE
REUSE EX. ELECTRIC SERVICE
NRC
NRC
NRC
NRC
NRC
NOTES
REMOVE EX. SAND
REMOVE EX. BUILDING.
EX. SANITARY SEWER
SURVEYED EDGE OF WATER
EX. STONE WALL
EX. FENCE
EX. EASEMENT
EX. RIGHT OF WAY
EX. WATER LINE
EX. ELECTRIC
EX. TELEPHONE
EX. OVERHEAD
EX. STORM SEWER
PARK BOUNDARY
LIMITS OF DISTURBANCE
EX. GAS
PRO. CONSTRUCTION ENTRANCE
PRO. CONSTRUCTION FENCE
PRO. SILT SOCK (12 INCH)
EXISTING SANDREMOVE AND DISPOSE OF
PROPOSED SUBGRADETOPSOIL AND EXCAVATE/FILL TO DISTURBANCE LIMITS. STRIP EXISTING
DRINKING FOUNTAINREMOVE AND DISPOSE OF EX.
Graphical Scale
0 20 ft N
MADISON, WI 537132802 WAUNONA WAYESTHER BEACH PARK
PLAN
EROSION CONTROL
DEMOLITION &
M:\Maps\parks\Esther\2015 Improvements\Esther Beach Improvements_FacilitiesContract.dgn
PROJECT:
City of MadisonDepartment of Public Works
PARKS DIVISION
04-15-2016
DATEITEM
C2.0SHEET NUMBER:
SHEET TITLE:
their trade and be responsible for the same.
subcontractors must check all details and dimensions of
plans and checking them for accuracy, the contractor and
Although every effort has been made in preparing these
City-County Building, Suite 104
210 Martin Luther King, Jr. Blvd.
PO Box 2987
Madison, WI 53701-2987
EX. BEACH
EX. GRAVEL
EX. PARKING LOT
Advertised by: JZ 07-15-2016
Drawn by: SL
LATERALMADISON PERMIT TO PLUG SANITARY SANITARY LATERAL PER CITY OF DEMO AND REPLACE EXISTING
PRIOR TO CONSTRUCTIONPLACE CONSTRUCTION FENCE
SILT SOCK (12 INCH)
NRC NO ROOT CUT
RAINGARDEN TO BE CONSTRUCTED BY CITY
GRADING LIMITS FOR WORK TO BE COMPLETED BY CITY
RAINGARDEN OUTFALL TO BE CONSTRUCTED BY CITY
PRO. CONTOUR (INTER)
PRO. CONTOUR (INDEX)
NRC
107.13 OF SPECIAL PROVISIONSTREE PROTECTION PER ARTICLE
MAINTAINED BY CONTRACTORBE INSTALLED BY CITY & CONSTRUCTION ENTRANCE TO
SILT SOCK (12 INCH)
PARK SHELTER
ESTHER BEACH
CONSTRUCTION.IN DEPRESSIONS DURING REMOVE ACCUMULATED SEDIMENT CONTRACTOR REQUIRED TO
RAINGARDEN DURING CONSTRUCTION
CONTRACTOR REQUIRED TO REMOVE SEDIMENT FROM
EXISTING BUILDING TO PREPARE FOR DEMOLITION.
9.) DISCONNEXT POWER, WATER AND WATE PIPING TO
WITH MG&E. OWNER TO PAY ALL NEW SERVICE FEES.
8.) COORDINATE NEW ELECTRIC SERVICE INSTALLATION
ELECTRIC SERVICE RELOCATION WITH MG&E.
CONTINUATION WITH NEW PLAN. COORDINATE
AS SHOWN. PROTECT CONDUCTORS FOR
DISCONNECT AND REMOVE UNDERGROUND FEEDERS
RESTROOM BUILDING PER MG&E REQUIREMENTS.
7.) DISCONNECT EXISTING ELECTRIC SERVICE AT
STREET SWEEPING AS DIRECTED BY THE ENGINEER.
6.) CONTRACTOR SHALL BE REQUIRED TO PERFORM
APPROPRIATE SUN/SHADE SEED MIX.
SHALL BE RESPONSIBLE FOR DETERMINING
OF MADISON TERRACE SEED. THE CONTRACTOR
5.) ALL DISTURBED AREAS SHALL BE SEEDED WITH CITY
SLOPES GREATER THAN 25% AND LESS THAN 40%.
URBAN TYPE B EROSION CONTROL MATTING ON ALL
DISTURBED SLOPES LESS THAN 25% AND CLASS I
TYPE A EROSION CONTROL MATTING ON ALL
3.) THE CONTRACTOR SHALL INSTALL CLASS I URBAN
CONSTRUCTION.
SPECIFICATIONS FOR PUBLIC WORKS
WITH THE CITY OF MADISON STANDARD
EXPENSE. REPAIRS MUST BE MADE IN ACCORDANCE
THROUGH CONSTRUCTION ACTIVITIES AT THEIR OWN
SIDEWALK, CURB, LAWN, PAVEMENT, ETC. DAMAGED
REPAIRING ANY EXISTING UTILITIES, STRUCTURES,
2.) THE CONTRACTOR SHALL BE RESPONSIBLE FOR
IDENTIFIED IN FIELD.
HYBRID INLET PROTECTIONS AT STREET INLETS TO BE
INSTALLING AND MAINTAINING (8) EIGHT TYPE D
1.) CONTRACTOR SHALL BE RESPONSIBLE FOR
SEE WATER AND SANITARY SEWER PLAN
848.5
849.0
849.0
849.0
849.5
849.5
850.0
850.0
850.5
850.5
851.0
851.0
851.0
851.5
851.5
851.5
851.5
852.0
852.0
852.0
852.5
852.5
852.5
852.5
852.5
853.0
853.0
853.0 853.0
853.5
8.53'
6'
5'
13.35'
27.88'
42'
8'
R=5'
R=2
0.5'
9'
10' Grading
Easeme
nt per
CSM 1198
8 Doc# 42
54407
Way
Waunona
2806
Way
Waunona
2802
Doc# 5226990
easement
sanitary sewer
15 ft wide
14.5'
6'
parking lot
asphalt
gravel
curb c
ut
10' Grading
Easeme
nt per
CSM 1198
8 Doc# 42
54407
846
848
18"R
CP
850
SAN
851
851
851
851
851
ROOF DRAIN
852
852
852
854
854
854
854
856
856
856
UP
LEGENDLAKE MONONA
EX. SANITARY SEWER
SURVEYED EDGE OF WATER
EX. STONE WALL
EX. FENCE
EX. EASEMENT
EX. RIGHT OF WAY
EX. WATER LINE
EX. ELECTRIC
EX. TELEPHONE
EX. OVERHEAD
EX. GAS
EX. STORM SEWER
PARK BOUNDARY
Graphical Scale
0 N
MADISON, WI 537132802 WAUNONA WAYESTHER BEACH PARK
M:\Maps\parks\Esther\2015 Improvements\Esther Beach Improvements_FacilitiesContract.dgn
PROJECT:
City of MadisonDepartment of Public Works
PARKS DIVISION
DATEITEM
SHEET NUMBER:
SHEET TITLE:
their trade and be responsible for the same.
subcontractors must check all details and dimensions of
plans and checking them for accuracy, the contractor and
Although every effort has been made in preparing these
City-County Building, Suite 104
210 Martin Luther King, Jr. Blvd.
PO Box 2987
Madison, WI 53701-2987
NOTES
PRO. CONCRETE
PRO. ASPHALT
Advertised by: JZ
SITE PLAN
20 ft
PATTERNREQUIRED TO SUBMIT PROPOSED JOINTING 5" DEPTH CONCRETE, CONTRACTOR
ASPHALT PATH PER DETAIL
PRO. AGGREGATE BASE
FRENCH DRAIN AT SCUPPERS PER DETAIL
FRENCH DRAIN AT SCUPPERS PER DETAIL
RAINGARDEN OUTFALL TO BE CONSTRUCTED BY CITY
GRADING LIMITS FOR WORK TO BE COMPLETED BY CITY
RAINGARDEN TO BE CONSTRUCTED BY CITY
AGGREGATE BASE GRADATION NO. 2, 9" DEPTH
PROPOSED BUILDING AND CONCRETE FOUNDATION, SEE ARCHITECTURAL PLANS
2451 POST AND RING FLANGE MOUNT(3) PROPOSED BIKE RACKS - SARIS MODEL
PRO CONTOUR (INTER)
PRO CONTOUR (INDEX)
EX CONTOUR (INDEX)
EX CONTOUR (INTER)
CONSTRUCTION.
SPECIFICATIONS FOR PUBLIC WORKS
WITH THE CITY OF MADISON STANDARD
REPAIRS MUST BE MADE IN ACCORDANCE
ACTIVITIES AT THEIR OWN EXPENSE.
DAMAGED THROUGH CONSTRUCTION
SIDEWALK, CURB, LAWN, PAVEMENT, ETC.
EXISTING UTILITIES, STRUCTURES,
RESPONSIBLE FOR REPAIRING ANY
1.) THE CONTRACTOR SHALL BE
PROPOSED BOLLARDS, SEE ARCHITECTURAL PLANS
PARK SHELTER
ESTHER BEACH
07-15-2016
Drawn by: SL 04-15-2016
C3.0
C6
1
C6
2
C6
1
848.5
849.0
849.0
849.0
849.5
849.5
850.0
850.0
850.5
850.5
851.0
851.0
851.0
851.5
851.5
851.5
851.5
852.0
852.0
852.0
852.5
852.5
852.5
852.5
852.5
853.0
853.0
853.0 853.0
853.5
10.4%
852.70 L
P
X
X
853.03
X851.6 L
P
852.98
X
852.98
X852.70 L
P
X 852.81
853.03
X
X 853.12
X
853.20
X
853.20
X
853.20
X
851.79
X
X
X
X
X
X
852.79
852.83
852.87
851.30
853.20
X
X
853.00 L
P
853.00 L
P
852.50
X
853.30 F
FE
1%
parking lot
asphalt
gravel
curb c
ut
10' Grading
Easeme
nt per
CSM 1198
8 Doc# 42
54407
846
848
18"R
CP
850
SAN
851
851
851
851
851
ROOF DRAIN
852
852
852
854
854
854
854
856
856
856
UP
LEGENDLAKE MONONA
NOTES
EX. CONTOUR (INDEX)
EX. CONTOUR (INTER.)
PRO. STORM
PRO. ASPHALT
PRO. CONCRETE
PRO. CONTOUR (INDEX)
PRO. CONTOUR (INTER.)
EX. SANITARY SEWER
SURVEYED EDGE OF WATER
EX. STONE WALL
EX. FENCE
EX. EASEMENT
EX. RIGHT OF WAY
EX. WATER LINE
EX. ELECTRIC
EX. TELEPHONE
EX. OVERHEAD
EX. GAS
EX. STORM SEWER
PARK BOUNDARY
LIMITS OF DISTURBANCE
Graphical Scale
0 20 ft N
MADISON, WI 537132802 WAUNONA WAYESTHER BEACH PARK
GRADING PLAN
M:\Maps\parks\Esther\2015 Improvements\Esther Beach Improvements_FacilitiesContract.dgn
PROJECT:
City of MadisonDepartment of Public Works
PARKS DIVISION
DATEITEM
C4.0SHEET NUMBER:
SHEET TITLE:
their trade and be responsible for the same.
subcontractors must check all details and dimensions of
plans and checking them for accuracy, the contractor and
Although every effort has been made in preparing these
City-County Building, Suite 104
210 Martin Luther King, Jr. Blvd.
PO Box 2987
Madison, WI 53701-2987
Advertised by: JZ
Drawn by: SL 04-15-2016
PRO. AGGREGATE BASE
RAINGARDEN OUTFALL TO BE CONSTRUCTED BY CITY
GRADING LIMITS FOR WORK TO BE COMPLETED BY CITY
RAINGARDEN TO BE CONSTRUCTED BY CITY
CONSTRUCTION.
SPECIFICATIONS FOR PUBLIC WORKS
WITH THE CITY OF MADISON STANDARD
REPAIRS MUST BE MADE IN ACCORDANCE
ACTIVITIES AT THEIR OWN EXPENSE.
DAMAGED THROUGH CONSTRUCTION
SIDEWALK, CURB, LAWN, PAVEMENT, ETC.
EXISTING UTILITIES, STRUCTURES,
RESPONSIBLE FOR REPAIRING ANY
1.) THE CONTRACTOR SHALL BE
PARK SHELTER
ESTHER BEACH
07-15-2016
10' Grading
Easeme
nt per
CSM 1198
8 Doc# 42
54407
Way
Waunona
2806
Way
Waunona
2802
Doc# 5226990
easement
sanitary sewer
15 ft wide
Inv=847.62
Rim=850.55
2x2' Inlet
SW Inv=845.26
S,E,W Inv=844.38
Rim=850.92
10' Grading
Easeme
nt per
CSM 1198
8 Doc# 42
54407
18"R
CP
SAN
ROOF DRAIN
fountain
drinking
UP
LAKE MONONA
CUT ANGLE)
CUT 8" STORM PIPE (AE OR
P-4
P-5
S-6
P-6
S-7
S-5
LEGEND
PRO. ASPHALT
PRO. CONCRETE
EX. SANITARY SEWER
SURVEYED EDGE OF WATER
EX. STONE WALL
EX. FENCE
EX. EASEMENT
EX. RIGHT OF WAY
EX. WATER LINE
EX. ELECTRIC
EX. TELEPHONE
EX. OVERHEAD
EX. GAS
EX. STORM SEWER
PARK BOUNDARY
PRO. STORM
LIMITS OF DISTURBANCE
EX. BEACH
EX. GRAVEL
EX. PARKING LOT
Graphical Scale
0 20 ft N
MADISON, WI 537132802 WAUNONA WAYESTHER BEACH PARK
M:\Maps\parks\Esther\2015 Improvements\Esther Beach Improvements_FacilitiesContract.dgn
PROJECT:
City of MadisonDepartment of Public Works
PARKS DIVISION
DATEITEM
SHEET NUMBER:
SHEET TITLE:
their trade and be responsible for the same.
subcontractors must check all details and dimensions of
plans and checking them for accuracy, the contractor and
Although every effort has been made in preparing these
City-County Building, Suite 104
210 Martin Luther King, Jr. Blvd.
PO Box 2987
Madison, WI 53701-2987
Advertised by: JZ
Drawn by: SL 04-15-2016
C5.0
NOTES
PLAN
STORM UTILITY
2.) SEE SHEET C5.1 FOR STORM SCHEDULE.
WORKS CONSTRUCTION.
STANDARD SPECIFICATIONS FOR PUBLIC
ACCORDANCE WITH THE CITY OF MADISON
EXPENSE. REPAIRS MUST BE MADE IN
CONSTRUCTION ACTIVITIES AT THEIR OWN
PAVEMENT, ETC. DAMAGED THROUGH
STRUCTURES, SIDEWALK, CURB, LAWN,
REPAIRING ANY EXISTING UTILITIES,
1.) THE CONTRACTOR IS RESPONSIBLE FOR
PARK SHELTER
ESTHER BEACH
07-15-2016
MADISON, WI 537132802 WAUNONA WAYESTHER BEACH PARK
M:\Maps\parks\Esther\2015 Improvements\Esther Beach Improvements_FacilitiesContract.dgn
PROJECT:
City of MadisonDepartment of Public Works
PARKS DIVISION
DATEITEM
C5.1SHEET NUMBER:
SHEET TITLE:
their trade and be responsible for the same.
subcontractors must check all details and dimensions of
plans and checking them for accuracy, the contractor and
Although every effort has been made in preparing these
City-County Building, Suite 104
210 Martin Luther King, Jr. Blvd.
PO Box 2987
Madison, WI 53701-2987
04-15-2016
Advertised by: JZ
Drawn by: SL
UTILITY SCHEDULE
PROVISIONS.
WORKS CONSTRUCTION AND SPECIAL
STANDARD SPECIFICATIONS FOR PUBLIC
ACCORDANCE WITH THE CITY OF MADISON
2.) ALL WORK SHALL BE CONSTRUCTED IN
WORKS CONSTRUCTION.
STANDARD SPECIFICATIONS FOR PUBLIC
ACCORDANCE WITH THE CITY OF MADISON
EXPENSE. REPAIRS MUST BE MADE IN
CONSTRUCTION ACTIVITIES AT THEIR OWN
PAVEMENT, ETC. DAMAGED THROUGH
STRUCTURES, SIDEWALK, CURB, LAWN,
REPAIRING ANY EXISTING UTILITIES,
1.) THE CONTRACTOR IS RESPONSIBLE FOR
NOTES
PARK SHELTER
ESTHER BEACH
07-15-2016
GEOTEXTILE FABRIC TYPE SAS NON WOVEN
3" CLEAR STONE
2'
2'
PIPE
2' DIA. x 2' DEPTH PVC STORM
0.5' 8' 0.5'
ALL DISTURBED AREAS)
3" TOPSOIL AND SEED (TYP. FOR
9" CRUSHED AGGREGATE BASE COURSE (GRADE 2)
TYPE E -0.3 (9.5 MM OR 12.5 MM)
3.5" ASPHALTIC CONCRETE PAVEMENT,
MADISON, WI 537132802 WAUNONA WAYESTHER BEACH PARK
M:\Maps\parks\Esther\2015 Improvements\Esther Beach Improvements_FacilitiesContract.dgn
PROJECT:
City of MadisonDepartment of Public Works
PARKS DIVISION
DATEITEM
SHEET NUMBER:
SHEET TITLE:
their trade and be responsible for the same.
subcontractors must check all details and dimensions of
plans and checking them for accuracy, the contractor and
Although every effort has been made in preparing these
City-County Building, Suite 104
210 Martin Luther King, Jr. Blvd.
PO Box 2987
Madison, WI 53701-2987
Advertised by: JZ
04-15-2016Drawn by: SL
DETAILS
DETAIL 1 FRENCH DRAIN
DETAIL 2 ASPHALT PATH
NOT TO SCALE
NOT TO SCALE
C6
1
C6
2
NOTES
AND SPECIAL PROVISIONS.
FOR PUBLIC WORKS CONSTRUCTION
MADISON STANDARD SPECIFICATIONS
ACCORDANCE WITH THE CITY OF
3.) ALL WORK SHALL BE CONSTRUCTED IN
CONSTRUCTION.
SPECIFICATIONS FOR PUBLIC WORKS
OF MADISON STANDARD
MADE IN ACCORDANCE WITH THE CITY
OWN EXPENSE. REPAIRS MUST BE
CONSTRUCTION ACTIVITIES AT THEIR
ETC. DAMAGED THROUGH
SIDEWALK, CURB, LAWN, PAVEMENT,
EXISTING UTILITIES, STRUCTURES,
RESPONSIBLE FOR REPAIRING ANY
2.) THE CONTRACTOR SHALL BE
1.) GRADES PER PLAN.
C6.0
GRADE PER PLAN
PARK SHELTER
ESTHER BEACH
07-15-2016
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