Attachment 5. Site Plan, Plan & Cross Section - Java Designs

SITE PLAN, PLAN & CROSS SECTION

SITE PLAN

Scale: 1/64" = 1'-0"

PARTIAL SITE PLAN

Scale: 3/32" = 1'-0"

• ESQUIMALT HARBOUR
• Natural Boundary
• Current Shoreline
• Galvanized hinge bracelets
• 12"x12" (0.3m x 0.3m) Pressure Treated Fir Head Frame
• Galvanized Pile Hoops with Rollers
• Float 12'x40' (3.90m x 12.00m)
• IMAGINARY LOT LINES
• 12" (0.3m) Epoxy-Coated Steel Pile
• Total Distance between Natural Boundary as per Plan 1888 and end of proposed dock structure = 24.98m
• NEIGHBOURS DOCK (281 KERWOOD STREET)
• Plan 1888
• Top of Bank
• Wood Stake
• Oak Clump
• Rock

PLAN

Scale: 3/32" = 1'-0"

• Total Distance between Natural Boundary as per Plan 1888 and end of proposed dock structure = 24.98m
• 81'-11 1/2" / 24.98
• 12" (0.3m) Epoxy-Coated Steel Pile
• 5'-11 1/4" / 1.80
• 39'-4 1/2" / 12.00
• 12"x12" (0.3m) Pressure Treated Fir Head Frame
• Galvanized Pile Hoops with Rollers
• Galvanized hinge bracelets
• EXISTING DECK TO BE REINFORCED & RESURFACED
• 27' / 8.23
• 12' / 3.66
• Property Line

CROSS SECTION

Scale: 3/32" = 1'-0"

• Top of Piles (approx. 5m above avg. high tide level)
• ø12" (0.3m) Epoxy-Coated Steel Piling
• Average High Tide Level
• Average Low Tide Level
• H.D.P.E. Encapsulated styrofoam billets for floatation
• Counter Weight
• 15m x 1.6m Aluminum Ramp
• Float 12'x40' (3.90m x 12.00m)
• Galvanized Pile Hoops with Rollers
• Pressure Treated Lumber
• Deck 12'x27' (3.66m x 8.23m)
• Galvanized hinge bracelets
• OCEAN FLOOR
• Total Distance between Natural Boundary as per Plan 1888 and end of proposed dock structure = 24.98m

PROJECT INFORMATION