san - cityofmadison.com plans.pdf · a p r x aprx a b a n e d 2" c p aba n ed sant ary 6"...

boulder

approx

approx

abandoned

per records

12"R

CP

aban

doned sa

nitar

y

MG&E

drain tile

4" corrug

15"R

CP

abandoned

MMSD 30" sanitary

MMSD

MMSD

per plan & esmt

SAN

6"Hackberry

4124010

easement Doc

pump station

MMSD sanitary

ease

ment D

oc 41240

10

MMSD sanitary pum

p station

Doc 41240

10

main ease

ment

sanitary force

30' M

MSD

30' MMSD

sanitary easement

Doc 2935574

(pipe abandoned)

sanitaryMMSD

20"

abando

ned

abandoned

MMSD 30" sanitary

MMSD 30" sanitary force main

12x5' box storm

12x4' box storm

12x5' box stormlocation +/- few ft, per Engr 0630005 plan & rebar detected

location

appro

x

MMSD 30

" sanitary force m

ain

location per plan & esmt

SE INV=842.40+/-

INV=843.30

INV=845.81

INV=845.93

INV=846.16

INV=846.74

TC=847.98

848

TC=848.15

TC=848.33

RIM=848.34

14"Maple?

15"Maple?

bench

19"Maple?

6"White/Bur Oak

bike rack (unanchored)

14"

849

849

849

849

849

849

T

MG&E

MG&E

10"Crabapple?

MG&E

dropcurb

4"Red/Black Oak

8"White/Bur Oak

RIM=849.34

(?)

field-marked

7"White/Bur Oak

traf engr

4"White/Bur Oak

CP #CP200

MAGNAIL CURB TOP

N=478672.7500

E=817331.5300

ELEV=849.4400

CP #CP200

MAGNAIL CURB TOP

N=478672.7500

E=817331.5300

ELEV=849.4400

CP #CP200

MAGNAIL CURB TOP

N=478672.7500

E=817331.5300

ELEV=849.4400

dropcurb

Hackberry

4"White/Bur Oak

MG&E end

charcoal bin

dropcu

rb

TC=849.78

8"White/Bur Oak?

RIM=849.85

RIM=849.92

SAN RIM=849.97

6"White/Bur Oak

SANRIM=849.98

1in pipe - vent?

850

850

6"Red/Black Oak

42"Cottonwood? 3-trunk

5"White/Bur Oak

54"Cottonwood?

MG&E

4"White/Bur Oak

volleyball courts

traf engr

SAN

RIM=850.53

WAT

back of curb

WAT

2"Type?

8"Maple?

12"Maple

6"Hackberry?

851

851

851

851

851

851

851

851

15"Maple

5"Maple?

12"Crabapple?si

gnpark name

7"Maple?

22"Maple?

8"Maple

14"Crabapple?

driveway

plastic grid

4"Spruce

SAN

RIM=852.00

852

852

gate

26"Locust

2"Crabapple?

terminus

assumed

833

W

Washington

Ave

MMSD

pump station 2

SAN

RIM=852.15

old san manhole?

metal detected -

doorgarage

MG&

E

CP #CP205

HYD TOP NUT

N=478942.1400

E=817198.7400

ELEV=853.5900

CP #CP205

HYD TOP NUT

N=478942.1400

E=817198.7400

ELEV=853.5900

856.60'

axisto

p bar

swings

swings

856.66'

axisto

p bar

30"

SAN RIM=850.51

16

16

8

8

16

16

L

M

H

32

24

Open

Open

Open

2496

16 32

96 96

Open

32

Open

96

96

L

M

H

24

3296

Open

33"

WG4

33"

A4

33"

A1

33"

WG6

33"

WG5

33"

WG3

33"

WG1

33"

WG2

33"

WN4

33"

D8

33"

D14

33"

C6

33"

D16

33"

A5

33"

C3

33"

C2

33"

A3

33"

F1

33"

F3

33"

WN1

33"

WN2

33"

WN6

33"

WN5

33"

WN3

33"

WE4

33"

WE6

33"

WE5

33"

WE3

33"

WE1

33"

WE2

33"

A2

33"

A6

37"

DA2

33"

D7

33"

F4

33"

F2

33"

C1

33"

D1533"

D17

33"

D18

33"

D11

33"

D9

33"

D13

33"

D12

33"

D10

33"

E2

33"

E1

Open

L

M

H

Open

Open

Open

Open

L

M

H

Open

ASTM 6ft

ASTM 9ft

ASTM 6ft

ASTM 9ft

INCIDENTAL TO THIS CONTRACT.

AND UTILITIES. REPAIR OF SURFACES AND UTILITES IS

PAVEMENT, ETC.)

PROTECT EXISTING SURFACES (LAWN, CURB, SIDEWALK,

CONSTRUCTION ACCESS FROM EXISTING PARKING LOT

FENCE LIMITS

NO CONSTRUCTION OUTSIDE OF

PROPOSED CONSTRUCTION FENCE.

CONSTRUCTION FENCE LIMITS

PROPOSED STAGING AREA WITHIN

REMOVED BY CONTRACTOR

GRAVEL SURFACING SHALL BE

BE REMOVED BY CITY, EXISTING PEA

EXISTING PLAY EQUIPMENT SHALL

PRIOR TO START OF PROJECT.

DETERMINED AT PRE-CONSTRUCTION MEETING

PARKING LOT. EXACT LOCATION TO BE

PARKING OF EQUIPMENT SHALL BE ALLOWED IN

Graphical Scale

0 30 ft N

PLAYGROUND

ACCESSIBLE

PARK

BRITTINGHAM

2017

MADISON, WI 53715829 W WASHINGTON AVE

BRITTINGHAM PARK

AND SITE ACCESS

PROJECT LOCATION

M:\Maps\parks\Brittingham\2017 Accessible Playground\Brittingham_revised.dgn

PROJECT:

City of MadisonDepartment of Public Works

PARKS DIVISION

Drawn by: KK

Approved by:

03-17-2017

xx-xx-xxxx

DATEITEM

PUBLIC WORKS PROJECT #:

7927

1.1SHEET 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.

Madison, WI 53703

FENCE

OCCUR OUTSIDE OF CONSTRUCTION

VEHICLE ACTIVITY / STAGING SHALL

TO PROJECT AREA - NO CONSTRUCTION

SEWER BOXES WITH CLOSE PROXIMITY

EXISTING 12X4' AND 12X5' STORM

BRITTINGHAM PARK

W W

ASHIN

GTO

N A

VE

approx

approx

abandoned

12"R

CP

aban

doned sa

nitar

y

6"Hackberry

4124010

easement Doc

pump station

MMSD sanitary

ease

ment D

oc 41240

10

MMSD sanitary pum

p station

Doc 41240

10

main ease

ment

sanitary force

30' M

MSD

30' MMSD

sanitary easement

Doc 2935574

(pipe abandoned)

sanitaryMMSD

20"

abando

ned

abandoned

MMSD 30" sanitary

12x4' box storm


location

appro

x

SE INV=842.40+/-

INV=845.93

INV=846.74

TC=848.15

6"White/Bur Oak

849

849

849

849

4"Red/Black Oak

4"White/Bur Oak

dropcurb

4"White/Bur Oak

charcoal bin

dropcu

rb

TC=849.78

SANSAN

850

850

6"Red/Black Oak

5"

54"Cottonwood?

4"White/Bur Oak

SAN

WAT

back of curb

WAT

2"Type?

12"Maple

6"Hackberry?

851

851

851

851

851

851

851

15"Maple

12"Crabapple?si

gnpark name

7"Maple?

22"Maple?

8"Maple

14"Crabapple?

driveway

plastic grid

4"Spruce

SAN

852

852

gate

26"Locust

2"Crabapple?

terminus

assumed

833

W

Washington

Ave

MMSD

pump station 2

SAN

doorgarage

MG&

E

CP #CP205

HYD TOP NUT

N=478942.1400

E=817198.7400

ELEV=853.5900

CP #CP205

HYD TOP NUT

N=478942.1400

E=817198.7400

ELEV=853.5900

856.60'

axisto

p bar

swings

swings

856.66'

axisto

p bar

SAN RIM=850.51


MMSD 30

" sanitary force m

ain

LEGEND

REMOVE EX. LAWN

PRO. SILT SOCK

EX. CONTOUR (INDEX)

EX. CONTOUR (INTER.)

NO ROOT CUT PER BID ITEM 10803

EX. APPROX. PARK BOUNDARY

PRO. CONSTRUCTION FENCE

PRO. CONSTRUCTION ENTRANCE

REMOVE EX. PEA GRAVEL

NRC

NOTES

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

REMOVE EX. ASPHALT

NRC

NRC

NRC

CLEAR AND GRUB EXISTING TREE

SAW CUT EXISTING ASPHALT PATH

DURING CONSTRUCTION

FOR REPAIR OF UTILITIES DAMAGED

- CONTRACTOR SHALL BE RESPONSIBLE

CAUTION EXISTING SANITARY SEWER LINE

DAMAGED DURING CONSTRUCTION

RESPONSIBLE FOR REPAIR OF UTILITIES

(TOTAL OF 3) - CONTRACTOR SHALL BE

CAUTION EXISTING STORM SEWER BOXES

DURING CONSTRUCTION


CONTRACTOR SHALL BE RESPONSIBLE

CAUTION EXISTING WATER LINE -

PRIOR TO CONSTRUCTION

PLACE CONSTRUCTION FENCE

EXCAVATE / FILL TO PROPOSED SUBGRADE

REMOVE EXISTING TOPSOIL AND

NRC

Graphical Scale

0 30 ft N

PLAYGROUND

ACCESSIBLE

PARK

BRITTINGHAM

2017


BRITTINGHAM PARK

PROTECTION PLAN

DEMOLITION AND


PROJECT:


PARKS DIVISION

Drawn by: KK

Approved by:

03-17-2017

xx-xx-xxxx

DATEITEM


7927

1.2SHEET NUMBER:

SHEET TITLE:







Madison, WI 53703

CONSTRUCTION

UTILITIES DAMAGED DURING

SHALL BE RESPONSIBLE FOR REPAIR OF

LIGHT FIXTURE/POLE - CONTRACTOR

CAUTION EXISTING ELECTRIC LINE AND

DURING CONSTRUCTION


CONTRACTOR SHALL BE RESPONSIBLE

CAUTION EXISTING SANITARY SEWER LINE-

REMOVE INLET

20336

EXISTING PIPE PER BID ITEM

SECTION OR 1 FT TO BOX; PLUG

REMOVE PIPE WITHIN ONE (1)

W W

ASHIN

GTO

N A

VE

approx

approx

abandoned

12"R

CP

aban

doned sa

nitar

y

MMSD

per plan & esmt

6"Hackberry

4124010

easement Doc

pump station

MMSD sanitary

ease

ment D

oc 41240

10

MMSD sanitary pum

p station

Doc 41240

10

main ease

ment

sanitary force

30' M

MSD

30' MMSD

sanitary easement

Doc 2935574

(pipe abandoned)

sanitaryMMSD

20"

abando

ned

abandoned

MMSD 30" sanitary


12x5' box storm

12x4' box storm


location

appro

x

MMSD 30

" sanitary force m

ain


SE INV=842.40+/-

INV=845.93

INV=846.74

TC=848.15

6"White/Bur Oak

849

849

849

849

4"Red/Black Oak

4"White/Bur Oak

dropcurb

4"White/Bur Oak

charcoal bin

dropcu

rb

TC=849.78

SAN RIM=849.97SANRIM=849.98

850

850

6"Red/Black Oak

5"

54"Cottonwood?

4"White/Bur Oak

SAN

RIM=850.53

WAT

back of curb

WAT

2"Type?

12"Maple

6"Hackberry?

851

851

851

851

851

851

851

15"Maple

12"Crabapple?si

gnpark name

7"Maple?

22"Maple?

8"Maple

14"Crabapple?

driveway

plastic grid

4"Spruce

SAN

RIM=852.00

852

852

gate

26"Locust

2"Crabapple?

terminus

assumed

833

W

Washington

Ave

MMSD

pump station 2

SAN

RIM=852.15

old san manhole?

metal detected -

doorgarage

MG&

E

CP #CP205

HYD TOP NUT

N=478942.1400

E=817198.7400

ELEV=853.5900

CP #CP205

HYD TOP NUT

N=478942.1400

E=817198.7400

ELEV=853.5900

856.60'

axisto

p bar

swings

swings

856.66'

axisto

p bar

SAN RIM=850.51

16

16

8

8

16

16

L

M

H

32

24

Open

Open

Open

2496

16 32

96 96

Open

32

Open

96

96

L

M

H

24

3296

Open

33"

WG4

33"

A4

33"

A1

33"

WG6

33"

WG5

33"

WG3

33"

WG1

33"

WG2

33"

WN4

33"

D8

33"

D14

33"

C6

33"

D16

33"

A5

33"

C3

33"

C2

33"

A3

33"

F1

33"

F3

33"

WN1

33"

WN2

33"

WN6

33"

WN5

33"

WN3

33"

WE4

33"

WE6

33"

WE5

33"

WE3

33"

WE1

33"

WE2

33"

A2

33"

A6

37"

DA2

33"

D7

33"

F4

33"

F2

33"

C1

33"

D1533"

D17

33"

D18

33"

D11

33"

D9

33"

D13

33"

D12

33"

D10

33"

E2

33"

E1

Open

L

M

H

Open

Open

Open

Open

L

M

H

Open

ASTM 6ft

ASTM 9ft

ASTM 6ft

ASTM 9ft

Graphical Scale

0 30 ft N

PLAYGROUND

ACCESSIBLE

PARK

BRITTINGHAM

2017


BRITTINGHAM PARK

SITE PLAN


PROJECT:


PARKS DIVISION

Drawn by:

Approved by:

xx-xx-xxxx

xx-xx-xxxx

DATEITEM


7927

1.3SHEET NUMBER:

SHEET TITLE:







Madison, WI 53703

LEGEND

PRO. ASPHALT

EX. CONTOUR (INDEX)


NOTES


PRO. CONCRETE

PRO. CONTROL JOINT

BENCH, TYP.

IN-GROUND MOUNT

IN-GROUND MOUNT BENCH, TYP.



FOR PUBLIC WORKS CONSTRUCTION.

MADISON STANDARD SPECIFICATIONS

IN ACCORDANCE WITH THE CITY OF

OWN EXPENSE. REPAIRS MUST BE MADE

CONSTRUCTION ACTIVITIES AT THEIR



FOR REPAIRING ANY EXISTING UTILITIES,

1.) THE CONTRACTOR IS RESPONSIBLE

PRIOR TO CONCRETE INSTALLATION.

CONTRACTOR TO SUBMIT SCORING PLAN

PROPOSED CONCRETE CONTROL JOINT.

PLAYGROUND SURFACINGPRO. POURED-IN-PLACE

CONCRETE INSTALLATION.

SUBMIT JOINTING PLAN PRIOR TO

AT 25' INCREMENTS; CONTRACTOR TO

EXPANSION JOINTS PROPOSED

PLAYGROUND SURFACE

SEE DETAIL 1.7.2, PAVEMENT EDGE AT

SURFACE

BORDER AT PLAYGROUND

SEE DETAIL 1.7.3, CONCRETE

PLAYGROUND SURFACE

SEE DETAIL 1.7.2, PAVEMENT EDGE AT

(FOR ALL)

POST AT PLAYGROUND SURFACE

SEE DETAIL 1.7.4, EQUIPMENT

W W

ASHIN

GTO

N A

VE

approx

approx

abandoned

12"R

CP

aban

doned sa

nitar

y

MMSD

per plan & esmt

6"Hackberry

4124010

easement Doc

pump station

MMSD sanitary

ease

ment D

oc 41240

10

MMSD sanitary pum

p station

Doc 41240

10

main ease

ment

sanitary force

30' M

MSD

30' MMSD

sanitary easement

Doc 2935574

(pipe abandoned)

sanitaryMMSD

20"

abando

ned

abandoned

MMSD 30" sanitary


12x5' box storm

12x4' box storm


location

appro

x

MMSD 30

" sanitary force m

ain


SE INV=842.40+/-

INV=845.93

INV=846.74

TC=848.15

6"White/Bur Oak

849

849

849

849

4"Red/Black Oak

4"White/Bur Oak

dropcurb

4"White/Bur Oak

charcoal bin

dropcu

rb

TC=849.78


850

850

6"Red/Black Oak

5"

54"Cottonwood?

4"White/Bur Oak

SAN

RIM=850.53

WAT

back of curb

WAT

2"Type?

12"Maple

6"Hackberry?

851

851

851

851

851

851

851

15"Maple

12"Crabapple?si

gnpark name

7"Maple?

22"Maple?

8"Maple

14"Crabapple?

driveway

plastic grid

4"Spruce

SAN

RIM=852.00

852

852

gate

26"Locust

2"Crabapple?

terminus

assumed

833

W

Washington

Ave

MMSD

pump station 2

SAN

RIM=852.15

old san manhole?

metal detected -

doorgarage

MG&

E

CP #CP205

HYD TOP NUT

N=478942.1400

E=817198.7400

ELEV=853.5900

CP #CP205

HYD TOP NUT

N=478942.1400

E=817198.7400

ELEV=853.5900

856.60'

axisto

p bar

swings

swings

856.66'

axisto

p bar

SAN RIM=850.51

16'

R

21'

R

12'

19'

R

12'

R

14'

R

6'R

5'

12'

71'

R

5'R

5'

R

36'

R

8'7'

R

14'

R

22'

R

30'

R

47'

R

27'R

42'

R

8'

3'

2'

4'

1'

47'

R

47'

R

47'

R

LEGEND

PRO. ASPHALT

EX. CONTOUR (INDEX)


NOTES


PRO. CONCRETE

PRO. CONTROL JOINT

FOR PUBLIC WORKS CONSTRUCTION.

MADISON STANDARD SPECIFICATIONS

IN ACCORDANCE WITH THE CITY OF

OWN EXPENSE. REPAIRS MUST BE MADE

CONSTRUCTION ACTIVITIES AT THEIR



FOR REPAIRING ANY EXISTING UTILITIES,

1.) THE CONTRACTOR IS RESPONSIBLE

PRO. PIP PLAYGROUND SURFACING

CONCRETE BORDER

INSTALLED PRIOR TO INSTALLATION OF

NOTE ALL PLAYGROUND EQUIPMENT TO BE

Graphical Scale

0 30 ft N

PLAYGROUND

ACCESSIBLE

PARK

BRITTINGHAM

2017


BRITTINGHAM PARK

SITE LAYOUT PLAN


PROJECT:


PARKS DIVISION

Drawn by: KK

Approved by:

03-17-2017

xx-xx-xxxx

DATEITEM


7927

1.4SHEET NUMBER:

SHEET TITLE:







Madison, WI 53703

W W

ASHIN

GTO

N A

VE

12"R

CP

approx

approx

abandoned

12"R

CP

aban

doned sa

nitar

y

MMSD

per plan & esmt

6"Hackberry

4124010

easement Doc

pump station

MMSD sanitary

ease

ment D

oc 41240

10

MMSD sanitary pum

p station

Doc 41240

10

main ease

ment

sanitary force

30' M

MSD

30' MMSD

sanitary easement

Doc 2935574

(pipe abandoned)

sanitaryMMSD

20"

abando

ned

abandoned

MMSD 30" sanitary


12x5' box storm

12x4' box storm


location

appro

x

MMSD 30

" sanitary force m

ain


SE INV=842.40+/-

INV=845.93

INV=846.74

TC=848.15

6"White/Bur Oak

849

849

849

849

4"Red/Black Oak

4"White/Bur Oak

dropcurb

4"White/Bur Oak

charcoal bin

dropcu

rb

TC=849.78


850

850

6"Red/Black Oak

5"

54"Cottonwood?

4"White/Bur Oak

SAN

RIM=850.53

WAT

back of curb

WAT

2"Type?

12"Maple

6"Hackberry?

851

851

851

851

851

851

851

15"Maple

12"Crabapple?si

gnpark name

7"Maple?

22"Maple?

8"Maple

14"Crabapple?

driveway

plastic grid

4"Spruce

SAN

RIM=852.00

852

852

gate

26"Locust

2"Crabapple?

terminus

assumed

833

W

Washington

Ave

MMSD

pump station 2

SAN

RIM=852.15

old san manhole?

metal detected -

doorgarage

MG&

E

CP #CP205

HYD TOP NUT

N=478942.1400

E=817198.7400

ELEV=853.5900

CP #CP205

HYD TOP NUT

N=478942.1400

E=817198.7400

ELEV=853.5900

856.60'

axisto

p bar

swings

swings

856.66'

axisto

p bar

SAN RIM=850.51

16

16

8

8

16

16

L

M

H

32

24

Open

Open

Open

2496

16 32

96 96

Open

32

Open

96

96

L

M

H

24

3296

Open

33"

WG4

33"

A4

33"

A1

33"

WG6

33"

WG5

33"

WG3

33"

WG1

33"

WG2

33"

WN4

33"

D8

33"

D14

33"

C6

33"

D16

33"

A5

33"

C3

33"

C2

33"

A3

33"

F1

33"

F3

33"

WN1

33"

WN2

33"

WN6

33"

WN5

33"

WN3

33"

WE4

33"

WE6

33"

WE5

33"

WE3

33"

WE1

33"

WE2

33"

A2

33"

A6

37"

DA2

33"

D7

33"

F4

33"

F2

33"

C1

33"

D1533"

D17

33"

D18

33"

D11

33"

D9

33"

D13

33"

D12

33"

D10

33"

E2

33"

E1

Open

L

M

H

Open

Open

Open

Open

L

M

H

Open

ASTM 6ft

ASTM 9ft

ASTM 6ft

ASTM 9ft 849

848

849

849

849

849

849

849

850

LEGEND

PRO. ASPHALT

EX. CONTOUR (INDEX)


NOTES

PRO. CONTOUR (INTER.)

PRO. CONTOUR (INDEX)

PRO. EROSION MATTING

PRO. GRADING EXTENTS

PRO. CONSTRUCTION FENCE

PRO. SILT SOCK

PRO. SPOT EL.X


PRO. CONSTRUCTION ENTRANCE

IN PLANS.

PLAYGROUND SURFACING AS DEFINED

FINISHED SURFACE ELEVATIONS FOR

ELEVATIONS RELATIVE TO PROPOSED

INSTALLED WITH APPROPRIATE

1.) PLAYGROUND EQUIPMENT SHALL BE

XXX.XXX

X

X

X 849.7

5849.7

5

X

849.7

5X

ASPHALT AT PLAYGROUND ELEVATION: 849.75

PLAYGROUND SUBGRADE ELEVATION:849.08

ELEVATION OF FINISHED PLAYGROUND SURFACE: 849.75

CONCRETE EDGE AT PLAYGROUND SURFACE: 849.75

X

849.7

2

1%

X84

9.35

X84

9.31

X84

9.39

X

XX

PRO. POURED-IN-PLACE RUBBER

847.95INLET EL. X

849.75 TC ELEVATION, TYP.

ELEVATION, TYP.

849.75 PLAYGROUND SURFACING

HP

0.60

%

1%

X849.7

5849.7

5

X849.7

5

X

ITEM 30304 CONCRETE BORDER

NOTE: THIS ITEM IS INCIDENTAL TO BID

METHOD TO BE UTILIZED

CONTRACTOR TO SUBMIT DETAIL OF

CONCRETE WASH-OUT AREA;

CONSTRUCTION

CONTRACTOR TO VERIFY INLET PRIOR TO

12 INCH TYPE I RCP STORM SEWER PIPE -

849.8

884

9.91

849.8

8

850.8

5

850.8

8

850.8

9

CAST-IN-PLACE CONCRETE

CONDITIONS. UTILIZE

VARY DEPENDING ON FIELD

NOTE: ACTUAL DEPTH MAY

FLAT CASTING 1878 B7-G

TYPE "H" INLET

STANDARD DETAIL 5.7.32

STORM SEWER TAP PER

Graphical Scale

0 30 ft N

PLAYGROUND

ACCESSIBLE

PARK

BRITTINGHAM

2017


BRITTINGHAM PARK

PLAN

EROSION CONTROL

GRADING AND


PROJECT:


PARKS DIVISION

Drawn by: KK

Approved by:

03-17-2017

xx-xx-xxxx

DATEITEM


7927

1.5SHEET NUMBER:

SHEET TITLE:







Madison, WI 53703

W W

ASHIN

GTO

N A

VE

PLAYGROUND

ACCESSIBLE

PARK

BRITTINGHAM

2017


BRITTINGHAM PARK

COMPUTATIONS

DESIGN


PROJECT:


PARKS DIVISION

Approved by: xx-xx-xxxx

DATEITEM


7927

1.6SHEET NUMBER:

SHEET TITLE:







Madison, WI 53703

03-17-2017Drawn by: KK

INSTALLATION INSTRUCTIONS

INSTALL PER MANUFACTURER'S

PLAYGROUND SURFACING

POURED-IN-PLACE

AT FINISH GRADE

ASPHALT EDGE TO MEET CONCRETE CURB

HMA PAVEMENT TYPE E-0.3

5"

3' 0"

1' 0"

3"

CONCRETE SURFACE W/ LIGHT BROOM FINISH

8"

LIGHT BROOM FINISH

CONCRETE SURFACE W/

3' 0"

3"CLEAR OF ALL CONCRETE FACES

BOTTOM CONTINUOUS;MIN. 2"

#4 EPOXY-COATED REBAR TOP AND

NO.2

COURSE GRADATION

AGGREGATE BASE

9" CRUSHED

GRADATION NO. 2

AGGREGATE BASE COURSE

4" MIN. CRUSHED

8"

MIN. 2" CLEAR OF ALL CONCRETE FACES

#4 EPOXY-COATED REBAR TOP AND BOTTOM CONTINUOUS;

0.5" SURFACE / WEAR COURSE MATERIAL

3.5" SBR CUSHION BASE

0 1/2 "3 1/2 "

MIN. 2" CLEAR OF ALL CONCRETE FACES

#3 EXPOXY-COATED BARS 12" O.C. BOTH WAYS;

1"R

EXACT

POURED-IN-PLACE SURFACING TO MEET CONCRETE

9"

1/4" WIDE X 1 1/4" DEEP TOOLED JOINT

1"R

PER STANDARD DETAIL DRAWING 3.10

TOOLED JOINT

4" MIN. CRUSHED AGGREGATED BASE COURSE

GRADATION NO. 2 COMPACTED TO 95%

DETAIL 1.7.3

PLAYGROUND SURFACE - SEE

CONCRETE BORDER AT

INSTRUCTIONS

MANUFACTURER'S INSTALLATION

EQUIPMENT POST - INSTALL ACCORDING TO

INSTRUCTIONS

MANUFACTURER'S INSTALLATION

ACCORDING TO

EQUIPMENT FOOTING - INSTALL

FILLED WITH WEAR COURSE MATERIAL

45°CUSHION LAYER TURNDOWN

0.5" SURFACE / WEAR COURSE MATERIAL

3.5" SBR CUSHION BASE

0 1/2 " 3 1/2 "

F:\Paroot\Planning\Capital Projects\Playgrounds\2017 Capital Projects\Contract 2 - Kate\Brittingham_accessible\BPW contract\CoverSheetandDetails.dgn

PROJECT:


PARKS DIVISION

DATEITEM


SHEET NUMBER:

SHEET TITLE:







7927

PLAYGROUND

ACCESSIBLE

PARK

BRITTINGHAM

2017

Madison, WI 53703-2987

1.7

DETAILS

POURED IN PLACE PLAYGROUND SURFACING1.7.1 PAVEMENT EDGE AT PLAYGROUND SURFACE1.7.2

CONCRETE BORDER AT PLAYGROUND SURFACE1.7.3 EQUIPMENT POST AT PLAYGROUND SURFACE1.7.4

03-17-2017Drawn by: KK

san - cityofmadison.com plans.pdf · a p r x aprx a b a n e d 2" c p aba n ed sant ary 6"...

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