A Perspective 1. Perspective 2. Perspectives. Kincaid Park Anchorage Alaska. Schematic rendering to represent intent 100% CD.
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1 Perspective 1 Schematic rendering to represent intent Perspectives Perspective 2 A.01.1
2 Over-Under Net Timber! Cave Charlotte's Web Stepping Forms (10) Vertical Net Tree Vine Moose Hollow Log Vine 2 Vine 1 Schematic rendering to represent intent Perspective Layout A.01.2
3 Moose: 6" reinforced concrete slab Approximate Sculpture weights: 5' 16.5" AeccDbFeatureLine (AeccLand100) 20.5" AeccDbFeatureLine (AeccLand100) Vine 1: 1' reinforced concrete slab Stepping Forms (10): 12"x30" fiber reinforced concrete pier Desired height above given AeccDbFeatureLine (AeccLand100) 24.5" 4'-6" 7' 4' '-8" 5'- 4" 9'- 8" " 76 " 6' Moose - 1,350 lbs Vine 1-5,000 lbs Vine 2 (a) - 3,800 lbs Vine 2 (b) - 2,200 lbs Tree Vine - 1,000 lbs Charlotte's Web - 2,500 lbs Timber! Cave - 8,000 lbs Hollow log - 2,600 lbs Stepping Forms lbs 8' Tree Vine: 24" reinforced concrete slab 9'- 8" " 11 39" 24.5" 20.5" 16.5" 12.5" Hollow Log: 4" reinforced concrete slab Low point of sculpture Charlotte's Web: 6" reinforced concrete slab " 4'-10 61" 5'- 20.5" 24.5" 22" 10 " '-7 8'-2" 1" 5'- Note: Typical concrete slab Reinforced concrete slab #5 rebar 12" O.C. each way 3" clear all sides, 2500 psi By Others AeccDbFace (AeccLand100) AeccDbFeatureLine (AeccLand100) Vine 2: 9 1/2" reinforced concrete slab approx 3 cubic yards Timber!Cave: 4" integral footing 16"x36" Fiber reinforced concrete pier (3) Typical concrete pier Fiber reinforced concrete pier 2500 psi, By Others EXISTING PICNIC SHELTER All rope colors are Green Plan Layout W-09 Plan Layout SCALE: 3/32" = 1'-0" 0 8' 16' 24' A.01.3
4 4'-3" GFRC Sculpture 4"x4"x3/8" AL Angle 5/8" hole 4'-3" 7' 5'-6" 5'-4" 2500 psi, #3 rebar, 12" OC/EW 4" 9" 5 1/2" -5 1/2" 5-1/2" artificial turf surfacing 4"x4"x3/8" AL Angle 1/2"x4-1/2" SS wedge anchor 3-1/2" embed 2500 psi, #3 rebar, 12" OC/EW Compacted subgrade W-02 Hollow Log Plan SCALE: 3/8" = 1'-0" 0 4' 6' W-02 Hollow Log Section SCALE: 3/8" = 1'-0" 0 4' 6' Hollow Log A.01.4
5 Installation Note: Finished height of stepping forms may be varied by lowering concrete footing. Installation is wet set. Installation Note: Max Fall Height above : 2-5 year olds: 20" 5-12 year olds: 30" 5 1/2" 1'-1/2" -6" -6" 5-1/2" artificial turf surfacing 1/2" threaded insert 1/2" threaded rod anchor, 8" embed 1/2" nut (2), 1/2" washer 5 1/2" -1/2" -6" -6" 5-1/2" artificial turf surfacing 1/2" threaded insert 1/2" threaded rod anchor, 8" embed 1/2" nut (2), 1/2" washer W-05 Stepping Forms Sections SCALE: 3/8" = 1'-0" 1' 12" x 30" fiber reinforced concrete pier by others 1' 12" x 30" fiber reinforced concrete pier by others 0 4' 6' Small SF-10" Med SF-18" 12 x30 pier Lrg SF- 28" +6'-0"-unlinked play-all ages +1'-6"-maximum years old +1'-0"-maximum- 2-5 years old +9"-minimum Rock equivelent Rock equivelent W-05 Stepping Forms Plans Rock equivelent Stepping Forms A.01.5
6 20' 0'-2" 9'-8" 7'-11" 0'-2" sculpture extents 1'-4" 1'-4" 8' 9'-8" 3/4" hole (16) PL 1/2" (4) 6" 5 1/2" 4'-4" PL 1/2" (4) 5-1/2" artificial turf surfacing 5/8" x 5" SS expansion anchor 4" embed (16) W-03 Charlottes Web Plan 6" reinforced concrete footing #5 rebar, 12" OC each way GFRC composite structure minimum use zone W-03 Charlottes Web Section 6" reinforced concrete footing #5 rebar, 12" OC each way compacted sub-grade Charlottes Web A.01.6
7 6' min. use zone (to be verified by installer), #3 rebar, 8" OC each way, centered in slab integral to sculpture 5'-3" Ramp net 16"x36" Fiber reinforced concrete pier, 2500 psi (3) 20'-7" 1'-5" 0'-10" 4'-10" 4'-10" GFRC sculpture plan outline Plan outline at 33' W-04 Timber!Cave Plan 3' 5 1/2" 5'-7 1/2" 4" 4" Integral Footing Reinforced concrete slab #3 rebar, 8" OC each way Compacted Sub-Grade 16"x36" Fiber reinforced concrete pier (3), 2500 psi 5-1/2" artificial turf surfacing W-04 Timber!Cave Section Timber! Cave A.01.7
8 1-8" 11'-4" 5'-11" 4'-6" 6' 5'-9" 61" 74.5" 76" 4'-8" 10'-7" 9'-3" 59" 1'-8" 110 9'-1" 8'-11" Vine 1 GFRC Sculpture 5" Integral Footer 1' reinforced concrete slab #5 rebar 8" OC each way 4"x4"x3/8" AL angle 11/16" hole (4) Vine 2 (a) GFRC Sculpture 4'-6" 5'-1 1/2" 4 1/2" 1'-10" 7'-7 1/2" 8'-2" 1'-2" Vine 2 (b) GFRC Sculpture 5" Integral Footer (2) " 9-1/2" reinforced concrete slab #5 rebar 8" OC each way 4"x4"x3/8" AL Angle 11/16" hole (8) 22" 1'-10" 39" 39" 3'-6" 4'-10" 3 Tree Vine Final Design Intent 2500 psi, double mat #5 rebar 12" OC/EW, 3" clear all sides 54" 1 5" 1' 5 1/2" 6'-2 1/2" 2 4'-11" Vines 1 and 2 Plan Similar section. Refer to plans for layout and footing dimensions Vines 1 and 2 Similar Section Composite assembly: 2-3" thick GFRC Acrylic Concrete Shell,Structural foam armature #3 rebar, 12" OC longitudily 10 GA galvanized tie wire, 12"OC transverse throughout sculpture shell. 1'-10" 3'-3" 5 1/2" artificial turf surfacing 5" Integral Footing 4"x4"x3/8" AL angle 5/8" x 8-1/2" ss wedge anchor 7-1/2" embed 2500 psi, #5 rebar 8" OC/EW Compacted Sub Grade rope connections Tree Vine GFRC Sculpture 3/4" PL 7/8" hole (6) Solid concrete #5 rebar, 8" OC longitudily 10 GA galvanized tie wire 8" OC transverse throughout sculpture shell Tree Vine GFRC Sculpture 3/4" PL 3/4" x 8-1/2" Wedge Anchor 7-1/2" Embed (6) 5 1/2" artificial turf surfacing 5 4 Tree Vine Plan SCALE: 1/4" = 2500 psi, double mat #5 rebar 12" OC/EW, 3" clear all sides Compacted subgrade Tree Vine Section 94" 55 11/16" 18 9/16" 48" 1'-0" 5 1/2" 24" 94" A.01.8 Vines
9 6' use zone (to be verified by installer) 8' 5' 6" 2500 psi, #5 rebar 12" OC/EW 15'-8" 5' 1'-2" Plan outline Integral footing 4"x4"3/8" AL Angle 5/8" hole (4) 19'-6 1/2" 1 Moose Plan SCALE: 1/4" = 1'-0" 3 Moose Final Design Intent 2 Moose Section SCALE: 1/4" = Compacted subgrade 1'-0" 3'-9 1/2" 6" 5" 5 1/2" Composite steel-epoxy antlers GFRC Sculpture 5-1/2" artificial turf surfacing 2500 psi, #3 rebar 12" OC/EW 3" clear all sides, integral to sculpture 2500 psi, #5 rebar 12" OC/EW 1/2"x5-1/2" wedge anchor 4-1/2" embed (4) A.01.9 Moose
10 E.W.F. Optimal Placement of Chain Swage (above P.I.P. or below E.W.F. ) Cut off chain links to remove excess slack Do not install Playground ropes taut Trim Wedge Anchor so less than 1/4" protrudes from top nut Nut Washer Chain Link Washer Nut Washer Footing P.I.P. 1/2 x 8-1/2 SS Wedge Anchor 7" Embed 1 Rope to Footing Detail SCALE: 3" = 1'-0" 0 3'' 6'' 9'' Rope Connections 2 Female Threaded Connection 3 Installed Connector A.01.10
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