ABC CLIMBER

152431

123333

40" ROLLERSLIDE

5

%

101.90

102.56

102.66

101.80

5

%

5

%

2%

2%

2

%

100.00

100.00

100.00

100.00

100.00

100.00

POB

N1000.00

E1000.00

N1000.00

E1063.00

N1105.00

E1000.00

N1105.00

E1063.00

10'-0"

10'-0"

10'-0"

R

1

4

'

R

1

4

'

8'-6"

R

1

5

'

R

1

5

'

3

1

°

'

LAYOUT BASELINE

LA

YO

UT

B

AS

ELIN

E

LA

YO

UT

B

AS

ELIN

E

LAYOUT BASELINE

N1068.53

E1019.53

N1089.67

E1047.21

1

1

'

1

1

'

N1062.65

E1039.50

POURED IN PLACE

RUBBER SURFACING

8' HEIGHT FALL ZONE

POURED IN PLACE

RUBBER SURFACING

7' HEIGHT FALL ZONE

POURED IN PLACE

RUBBER SURFACING

5' HEIGHT FALL ZONE

POURED IN PLACE SURFACE LEGEND

A

B

C

A

A

A

A

A

A

A

B

B

B

C

C

C

6

'

R

2

5

'

R 21'-8"

99.60

N1089.08

E1025.98

99.70

99.70

R

1

5

'

99.30

14'-0"

1.5%

1.5

%

1.5

%

1.5

%

1

.

5

%

99.60

99.10

1

8

'

-

0

"

1/8"

1"

4" T

YP

SAW CUT JOINT UNIFORM &

STRAIGHT

SAWCUT CONTROL JOINT DETAIL

SCALE: 1-1/2"=1'-0"

4" CONCRETE SIDEWALK

1

2

" THICK MIN. ETHYLENE PROPYLENE

DIENE MONOMER (EPDM) WEAR COURSE

SCALE: 3/4" = 1'-0"

PLAY AREA CURB AND SURFACE SECTION

AS DIRECTED BY ENGINEER)

EX. SUBGRADE (PROOF ROLL

2 - #4 RE-BAR

PEA STONE

GEOTEXTILE FABRIC

12"

12"

12"

8"

EXISTING SUBBASE CAN BE USED

WITH APPROVAL OF ENGINEER

4" DIA. PERFORATED

UNDERDRAIN

W/ NYLON SOCK

2

1

2

" TO 5

1

2

" THICK SHREDDED STYRENE

BUTADIENE RUBBER (SBR) AND/OR

CRYOGENIC CRUMB RUBBER CUSHION

LAYER. 5

1

2

" THICK CUSHION LAYER AT

LOCATIONS AS DIRECTED BY PLAY

EQUIPMENT MANUFACTURER.

4" THICK CONCRETE, 3500 PSI

4" TO 7" SAND, SUBBASE CIP

1" DIA. WEEP HOLE @ 24" O.C.

DRILL AFTER CONCRETE HAS CURED

PLAY AREA CONCRETE

CURB 3,500 PSI

1

2

" THICK EXPANSION JOINT

1/8" R

SEALANT TYP. SEE SPECS

FILLER TYP. SEE

SPECS

EXPANSION JOINT DETAIL

SCALE: 1-1/2"=1'-0"

1/2" EXPANSION AT

ADJACENT SURFACE

SUCH AS WALK, WALL OR

CURB

4" T

YP

SAW CUT JOINT

NOTES:

1) PROVIDE

1

2

" EXPANSION JOINT WHERE WALK

MEETS BUILDING OR RETAINING WALL.

2) REVIEW CONTROL JOINT SPACING WITH

ENGINEER PRIOR TO COMMENCEMENT OF SAW

CUTTING.

3) PLACE EXPANSION JOINTS 30' O.C. MAX. OR PER

PLANS.

4" SAND BASE (CIP)

4" THICK CONCRETE GRADE 35p

4-8% AIR ENTRAINED

WITH LIGHT BROOM FINISH

COMPACTED SUBGRADE

CONCRETE PAVING SECTION

SCALE: 1-1/2"=1'-0"

1% SLOPE TOWARD UNDERDRAIN

18"

1/8" RADIUS EDGE

FINISH GRADE SLOPE AWAY

FROM PLAY AREA.

2"

4' LONG DEADMAN 6' O.C.

FINISH GRADE

PLAY SURFACE

8 X 8 PRESSURE

TREATED WOOD TIMBERS

32"

2' STEP

TYP.

10'-0"

22'-0"

WOOD TIMBER RETAINING WALL ELEVATION

NOT TO SCALE

GRADE SIDE SLOPE @ 1 ON 3

6'-0"

WOOD FENCE - 5' LONG SECTION

AT AREAS GREATER THAT 18" DROP

WOOD TIMBER RETAINING WALL SECTION

SCALE: 1-1/2"=1'-0"

8 X 8 PRESSURE

TREATED WOOD TIMBERS

3/8″ X 12" GALVANIZED

SPIKES EVERY COURSE @ 2' O.C.

1

2

" THICK EXPANSION JOINT

4" DIA. PERFORATED

UNDERDRAIN

W/ NYLON SOCK

SIDEWALK, CONC, 4 INCH

4' LONG DEADMAN 6' O.C.

PEA STONE

8" MIN DEPTH

COMPACTED

BACKFILL & SUBGRADE

FINISH GRADE

PLAY SURFACE

ELEV. 100.0

32"

GEOTEXTILE FABRIC

18"

3'-6"

POST DETAIL

NOT TO SCALE

2'-6" M

IN

.

12" MIN.

FINISH GRADE

(12" DIA. COLLAR)

CONCRETE ENCASEMENT

45°'

6"

3.5"

1.5"

4" DIA. TIMBER RAIL

6" DIA. TIMBER POST

4" MIN.

8" MIN.

WOOD FENCE, 42 INCH HEIGHT

NOT TO SCALE

Know what's below.before you dig.Call

R

2960 Lucerne Drive SE

P: 616.977.1000

F: 616.977.1005

Grand Rapids, MI 49546

F&V PROJECT NO.

DESIGN TEAM:

DRAWING INFORMATION:

CHECK BY:

REVISION:

DESIGN. BUILD. OPERATE.

CIT

Y O

F H

UD

SO

NV

IL

LE

HU

GH

ES

P

AR

K P

LA

YG

RO

UN

D IM

PR

OV

EM

EN

TS

OT

TA

WA

C

OU

NT

Y, M

IC

HIG

AN

SEPT. 2018

836950

836950 C1

stacyt

PL

AY

A

RE

A P

LA

N &

D

ET

AIL

S

RWS

C1

CONCRETE SIDEWALK, 4 INCH

(BY OTHERS)

12

.0

7.1

8 - S

UB

MIT

TE

D F

OR

M

DN

R R

EV

IE

W

02

.1

1.1

9 - R

EV

IS

ED

F

OR

M

DN

R R

EV

IE

W

EXISTING STRUCTURE

LIMITS

22 Ft - WOOD TIMBER

RETAINING WALL (BY OTHERS)

215 Ft - PLAY AREA

CONC. CURB

(BY OTHERS)

500 Sft- POURED IN PLACE

RUBBER SURFACING

5 FOOT FALL HEIGHT

SCALE: 1" = 10'

PLAY AREA LAYOUT & GRADING PLAN

1

0

0

1

0

1

1

0

1

100

1

0

2

545 Sft- POURED IN PLACE

RUBBER SURFACING

8 FOOT FALL HEIGHT

NOTES:

1. SEE PLAY EQUIPMENT SPECIFICATION FOR COMPLETE LIST OF PLAY COMPONENTS TO BE

SUPPLIED BY MANUFACTURER FOR INSTALLATION BY OTHERS UNDER SUPERVISION OF

MANUFACTURER'S REPRESENTATIVE.

2. ALL INSTALLATION TO MEET THE U.S. CONSUMER PRODUCTS SAFETY COMMISSION (CPSC)

"HANDBOOK FOR PUBLIC PLAYGROUND SAFETY".

3. ALL INSTALLATION TO MEET MANUFACTURER SPECIFICATIONS.

4. MANUFACTURER AND INSTALLER ARE RESPONSIBLE FOR COORDINATION OF POURED IN

PLACE SURFACING FALL HEIGHT DETERMINATION.

5. POURED IN PLACE PLAYGROUND RUBBER SURFACING TO BE BASED ON TWO DISTINCT

COLOR PATTERNS WITH 50% MIX OF BLACK AND 50% MIX OF ONE OF TWO STANDARD

COLORS AS SELECTED BY OWNER.

6. ALL EXCAVATION, CONCRETE FLATWORK AND SAND SUB-GRADE BY OTHERS.

250 Ft - 4" DIA.

PERFORATED

DRAIN LINE WITH

NYLON SOCK (BY

OTHERS)

LEACHING

BASIN, 4' DIA.

RIM ELEV: 99.50

N INV 4" DIA: 97.50

1,900 Sft- POURED IN PLACE

RUBBER SURFACING

5 FOOT FALL HEIGHT

760 Sft- POURED IN PLACE

RUBBER SURFACING

7 FOOT FALL HEIGHT

NORTH

EXISTING STRUCTURE

LIMITS

03

.0

5.1

9 - R

EV

IS

ED

P

ER

Q

A/Q

C

6A WASHED STONE SHALL

BE PLACED 2' COMPLETELY

AROUND STRUCTURE AND

PERFORATED UNDER DRAIN

UNDERCUTTING AND BACKFILL), AS DIRECTED BY ENGINEER

LEACHING BASIN, 4' DIA.

NOT TO SCALE

COMPLETELY AROUND STRUCTURE.

CENTER BOTH DIRECTIONS.

1 1/2" DIA. HOLES, 12" ON

THE SUMP.

1" ABOVE THE BOTTOM OF

6A WASHED STONE TO

1' MIN.

NEENAH 4340A BEEHIVE CASTING OR APPROVED EQUAL

WHERE COHESIVE SOILS ARE ENCOUNTERED, CONTRACTOR

SHALL OVER EXCAVATE TO SANDY SOILS (PAID FOR AS TRENCH

FINISHED GRADE

4' M

IN

2'

5'-6"

3'-4"

6"

4' MIN.

12" CLEAN BACKFILL

OVER GEOTEXTILE FABRIC

GEOTEXTILE FABRIC