a.01.3 plan layout layout...a.01.3 5/27/16 plan layout all ids projects are designed to meet or...

591 South Boulevard

Gunnison, CO 81230

www.IDSculpture.com

970.641.1747

Drawing Title:

Sheet #:

Date:

AnchorageAlaska

Kincaid Park

A.01.1

5/27/16

Perspectives

All IDS projects are designed to meetor exceed ASTM 1487-11.Not all equipment may be appropriatefor all children.Supervision is required.ASTM compliant safety surfacing isrequired under and around all playequipment.The Americans with Disabilities Act(ADA) may require your play area tobe accesible, please consult with anADA professional to ensurecompliance.

100% CD

Perspective 1

Perspective 2

Schematic rendering torepresent intent

591 South Boulevard

Gunnison, CO 81230

www.IDSculpture.com

970.641.1747

Drawing Title:

Sheet #:

Date:

AnchorageAlaska

Kincaid Park

A.01.2

5/27/16

Perspective


100% CD

Layout

Charlotte's Web

Vine 1

Over-Under Net

Tree Vine

Vertical Net

Vine 2

MooseStepping Forms (10)Timber! CaveHollow Log

Schematic rendering torepresent intent

591 South Boulevard

Gunnison, CO 81230

www.IDSculpture.com

970.641.1747

Drawing Title:

Sheet #:

Date:

AnchorageAlaska

Kincaid Park

A.01.3

5/27/16

Plan Layout


100% CD

8'

5'

4'-6"

4'9'-

8"

9'-8"

7'

5'-4"

6'

12'-8"

10'-7"

5'-1"

8'-2"

5'-11"

4'-10"

Moose:6" reinforced concrete slab

Hollow Log:4" reinforced concrete slab

Charlotte's Web:6" reinforced concrete slab

Stepping Forms (10):12"x30" fiber reinforced concrete pierDesired height above TPS given

16"x36" Fiber reinforced concrete pier (3)

Low point of sculpture

Tree Vine:24" reinforced concrete slab

Vine 1:1' reinforced concrete slab

Vine 2:9 1/2" reinforced concrete slab

approx 3 cubic yards

Timber!Cave:4" integral footingAeccDbFace (AeccLand100)

EXISTING PICNIC SHELTER

AeccDbFeatureLine (AeccLand100)




24.5" 24.5"

12.5"20.5"

24.5"

20.5"

16.5"

20.5"24.5"

16.5"

22"

76"

61"

39"

0 8' 16' 24'SCALE: 3/32" = 1'-0"W-09Plan Layout

Approximate Sculpture weights:

Moose - 1,350 lbsVine 1 - 5,000 lbsVine 2 (a) - 3,800 lbsVine 2 (b) - 2,200 lbsTree Vine - 1,000 lbsCharlotte's Web - 2,500 lbsTimber! Cave - 8,000 lbsHollow log - 2,600 lbsStepping Forms - 200-600 lbs

Note:Typical concrete slabReinforced concrete slab#5 rebar 12" O.C. each way3" clear all sides, 2500 psiBy Others

Typical concrete pierFiber reinforced concrete pier2500 psi, By Others

All rope colors are Green

591 South Boulevard

Gunnison, CO 81230

www.IDSculpture.com

970.641.1747

Drawing Title:

Sheet #:

Date:

AnchorageAlaska

Kincaid Park

A.01.4

5/27/16

Hollow Log


100% CD

4'-3"

4"9"

5 1/

2"2'

-5 1

/2"

TPS

1/2"x4-1/2" SS wedge anchor3-1/2" embed

4"x4"x3/8" AL Angle

Reinforced concrete footing2500 psi, #3 rebar, 12" OC/EW 3" clear all sides (by others)

5-1/2" artificial turf surfacing(by others)

Compacted subgrade (by others)

5'-6

"

4'-3"

7'

5'-4"

4"x4"x3/8" AL Angle5/8" hole

Reinforced concrete footing2500 psi, #3 rebar, 12" OC/EW 3" clear all sides (by others)

GFRC Sculpture

0 2' 4' 6'

SCALE: 3/8" = 1'-0"W-02Hollow Log Section

0 2' 4' 6'

SCALE: 3/8" = 1'-0"W-02Hollow Log Plan

591 South Boulevard

Gunnison, CO 81230

www.IDSculpture.com

970.641.1747

Drawing Title:

Sheet #:

Date:

AnchorageAlaska

Kincaid Park

A.01.5

5/27/16

Stepping Forms


100% CD

Rock equivelent

12”x30” pier

Small SF-10"Lrg SF- 28"

Med SF-18"+9"-minimum+1'-0"-maximum- 2-5 years old+1'-6"-maximum- 5-12 years old

+6'-0"-unlinked play-all ages

Rock equivelent

Rock equivelent

2'-6

"

2'-6

"

1'

5 1/

2"2'

-1/2

"

2'-6

"

2'-6

"

1'

5 1/

2"1'

-1/2

"

1/2" threaded rod anchor, 8" embed

1/2" threaded insert

12" x 30" fiber reinforcedconcrete pier by others

1/2" nut (2), 1/2" washer

1/2" threaded rod anchor, 8" embed

1/2" threaded insert

12" x 30" fiber reinforcedconcrete pier by others

1/2" nut (2), 1/2" washer

5-1/2" artificial turf surfacing(by others) 5-1/2" artificial turf surfacing

(by others)

TPS

TPS

Installation Note: Finished height of stepping formsmay be varied by lowering concrete footing.Installation is wet set.

Installation Note: Max Fall Height above TPS:2-5 year olds: 20"

5-12 year olds: 30"

0 2' 4' 8'

SCALE: 1/4" = 1'-0"W-05Stepping Forms Plans

0 2' 4' 6'

SCALE: 3/8" = 1'-0"W-05Stepping Forms Sections

591 South Boulevard

Gunnison, CO 81230

www.IDSculpture.com

970.641.1747

Drawing Title:

Sheet #:

Date:

AnchorageAlaska

Kincaid Park

A.01.6

5/27/16

Charlottes Web


100% CD9'-8"7'-11"

9'-8

"8'

0'-2"

0'-2

"

20'

1'-4"

1'-4

"

minimum use zone

6" reinforced concrete footing#5 rebar, 12" OC each way3" clear all sides (by others)

GFRC composite structure

PL 1/2" (4)

3/4" hole (16)

sculpture extents

6"5

1/2"

4'-4

"

6" reinforced concrete footing#5 rebar, 12" OC each way3" clear all sides (by others)

PL 1/2" (4)

5/8" x 5" SS expansion anchor4" embed (16)

compacted sub-grade(by others)

5-1/2" artificial turf surfacing (by others)

TPS

0 2' 4' 8'

SCALE: 1/4" = 1'-0"W-03Charlottes Web Plan

0 2' 4' 8'

SCALE: 1/4" = 1'-0"W-03Charlottes Web Section

591 South Boulevard

Gunnison, CO 81230

www.IDSculpture.com

970.641.1747

Drawing Title:

Sheet #:

Date:

AnchorageAlaska

Kincaid Park

A.01.7

5/27/16

Timber! Cave


100% CD

4'-1

0"4'

-10"

5'-3"

1'-5

"0'

-10"

20'-7

"

33'

6' min. use zone (to be verified by installer)

16"x36" Fiber reinforcedconcrete pier, 2500 psi (3)(by others)

Reinforced concrete footing, #3 rebar, 8" OCeach way, centered in slab integral to sculpture

Ramp net

GFRC sculpture plan outline

Plan outline at TPS

3'5

1/2"

5'-7

1/2

"

4"

4" Integral FootingReinforced concrete slab #3 rebar, 8" OC each way

Compacted Sub-Grade (by others)16"x36" Fiber reinforced concrete pier(3), 2500 psi (by others)

5-1/2" artificial turf surfacing (by others)TPS

0 2' 4' 8'

SCALE: 1/4" = 1'-0"W-04Timber!Cave Plan

0 2' 4' 8'

SCALE: 1/4" = 1'-0"W-04Timber!Cave Section

591 South Boulevard

Gunnison, CO 81230

www.IDSculpture.com

970.641.1747

Drawing Title:

Sheet #:

Date:

AnchorageAlaska

Kincaid Park

A.01.8

5/27/16

Vines


100% CD

12'-8"6'

10'-7

"

9'-1"

4'-1

0"5'-1 1/2"

5'-9

"

5'-11"

8'-2"4'

-8"

11'-4"4'-6"

9'-3

"

8'-11"

3'-6

"4'-6"

7'-7 1/2"

2'2'

1'-2"

4 1/2"

1'-10"

2'

1'-10"

1'-8"2'

2' 2'

2'

110°

110°

9-1/2" reinforced concrete slab#5 rebar 8" OC each way

3" clear all sides (by others)4"x4"x3/8" AL Angle 11/16" hole (8)

5" Integral Footer (2)Vine 2 (b) GFRC Sculpture

Vine 2 (a) GFRC Sculpture1' reinforced concrete slab#5 rebar 8" OC each way

3" clear all sides (by others)4"x4"x3/8" AL angle 11/16" hole (4)

5" Integral FooterVine 1 GFRC Sculpture

22"

76"

61"

39"

74.5"

22"

59"

39"

5 1/

2"24

"94

"

18 9

/16"

55 1

1/16

"

3/4" x 8-1/2" Wedge Anchor7-1/2" Embed (6)

Reinforced concrete footing2500 psi, double mat #5 rebar12" OC/EW, 3" clear all sides

(by others)

Tree Vine GFRC Sculpture

Compacted subgrade (by others)

TPS

Solid concrete#5 rebar, 8" OC longitudily10 GA galvanized tie wire

8" OC transversethroughout sculpture shell

3/4" PL

5 1/2" artificial turf surfacing (by others)

5"

1'-1

0" 3'-3

"

5 1/

2"6'

-2 1

/2"

4'-1

1"

1'

TPS5 1/2" artificial turf surfacing (by others)

5" Integral Footing

Reinforced concrete footing2500 psi, #5 rebar 8" OC/EW3" clear all sides (by others)

4"x4"x3/8" AL angle5/8" x 8-1/2" ss wedge anchor7-1/2" embed

Compacted Sub Grade (by others)

Composite assembly:2-3" thick GFRC Acrylic Concrete Shell,Structural foam armature#3 rebar, 12" OC longitudily10 GA galvanized tie wire, 12"OC transverse throughout sculpture shell.

Similar section. Refer to plans for layout andfooting dimensions

54"

48"

7/8" hole (6)

Reinforced concrete footing2500 psi, double mat #5 rebar12" OC/EW, 3" clear all sides

(by others)

Tree Vine GFRC Sculpture3/4" PL

rope connections94"0 2' 4' 8'

SCALE: 1/4" = 1'-0"1Vines 1 and 2 Plan

0 2' 4' 8'

SCALE: 1/4" = 1'-0"5Tree Vine Section

0 2' 4' 8'

SCALE: 1/4" = 1'-0"2Vines 1 and 2 Similar Section

0 2' 4' 8'

SCALE: 1/4" = 1'-0"4Tree Vine Plan

3 Tree Vine Final Design Intent

591 South Boulevard

Gunnison, CO 81230

www.IDSculpture.com

970.641.1747

Drawing Title:

Sheet #:

Date:

AnchorageAlaska

Kincaid Park

A.01.9

5/27/16

Moose


100% CD

6"5" 5

1/2

"

3'-9

1/2

"


GFRC Sculpture

TPS

Composite steel-epoxy antlers

Reinforced concrete footing2500 psi, #3 rebar 12" OC/EW3" clear all sides, integral to sculpture

5-1/2" artificial turf surfacing (by others)

Compacted subgrade(by others)

1/2"x5-1/2" wedge anchor4-1/2" embed (4)

8'

5'

1'-2

"

6"

15'-8

"

19'-6 1/2"

5'

2'

6' use zone (to be verified by installer)


Integral footing

Plan outline

4"x4"3/8" AL Angle5/8" hole (4)

0 2' 4' 8'

SCALE: 1/4" = 1'-0"2Moose Section

0 2' 4' 8'

SCALE: 1/4" = 1'-0"1Moose Plan 3 Moose Final Design Intent

591 South Boulevard

Gunnison, CO 81230

www.IDSculpture.com

970.641.1747

Drawing Title:

Sheet #:

Date:

AnchorageAlaska

Kincaid Park

A.01.10

5/27/16

Rope Connections


100% CD

Washer

Nut

Washer

Chain LinkWasher

1/2 x 8-1/2 SS Wedge Anchor7" Embed

Nut

Trim Wedge Anchor so lessthan 1/4" protrudes from top nut

Cut off chain links to remove excess slackDo not install Playground ropes taut

P.I.P. TPS

E.W.F. TPS

Optimal Placement of Chain Swage(above P.I.P. TPS or below E.W.F. TPS)

Footing

0 3'' 6'' 9''

SCALE: 3" = 1'-0"1Rope to Footing Detail

2 Female Threaded Connection 3 Installed Connector

a.01.3 plan layout layout...a.01.3 5/27/16 plan layout all ids projects are designed to meet or...

Documents