Page 15 - 2020 7th St Presentation

L:\21-133 Toscana 2020 7th St S\ALD-Dwgs\21-133.dwg, 9/12/2021 10:27:42 PM, AutoCAD PDF (General Documentation).pc3

Rear Yard Section
A Scale: 1/2" = 1'-0"
L:\21-133 Toscana 2020 7th St S\ALD-Dwgs\21-133.dwg, Plotted on 9/12/2021 10:27:44 PM by Christian Andrea

LANDSCAPE ARCHITECTURE
Property Line to the greater of either the minimum Finish Floor level or 15' Pool Setback 25' Pool Setback 2780 S. Horseshoe Drive Suite 5
Spatial envelope for pool and pool deck,
30" vertical from crown of road, sloping
to setback at a 12 horizontal and 6 vertical,
Naples, FL 34104
(239) 430-1661
6' above Crown of Road.

Pool and Spa coping may extend up to one foot vertically Design@ALDinc.net
above the deck. Safety railings may project above the License LC26000259
10' pool deck the minimum necessary to meet the Florida 10'
Building Code requirements for safety railings.
Christian Andrea
9' 9'

8' Tile 8'
1 1 " Vanishing Edge
Tile entire face of Edge 2
Grand Effects 18" dia Burner on
7' 7'
36" dia Stainless Steel Plate or Pan. License No. 1178
Manual Ignite.
8" Copyright Architectural Land Design ©
6' Stainless Steel Panel to hold 6'
and support burner Pebble-Crete Surface
2.5" Thick Granite Table Top 2 3'-6"
5' (Color TBD by owner) 3'-7 1 " 5'
30" Rise from Crown of Road 4" 10"
Concrete Base
4' Oversized Key Gas Valve (Minimum 4'

3.15' Crown of Road 250,000 BTU) to Operate Fire Table 1'-6" 3'-6" Crown of Road 3.15'
Stone Cladding
1.2' Wide 3'-0" Human
3' 3'
Concrete Seawall Cap Displc

2' 2'
3'
Concrete Walls Water Line Tile
1' Vents 6" x 9", (4) Total 1'
Slope floor to 2 side drain/vents
Compacted Subgrade 95%
0' 0'
Optimun Proctor Density Auto Re-Fill
Gas Line with manual starter
Gravel Compact subgrade 95%
Optimum Proctor Density
Fire Table Footer (By others)
Pebble-Crete Surface

Side Yard Section C Side Yard Section Toscana Residence 2020 7th St. S. City of Naples, FL SIDE YARD SECTIONS
B

authorization. Any deviations or inaccuracies need to be brought to the attention of the Owner immediately. * All base information has been provided by others, verification of setbacks, property lines, etc. need to be provided by others. * It is the Contractors responsibility to verify that he has the most current plan. * Contractor shall not scale from plan, use dimensions only. * These plans are the property of Architectural Land Design and may not be used or reproduced without This Document contains information proprietory to ARCHITECTURAL LAND DESIGN and no part of this drawing shall be reproduced or disclosed to others or used for any purpose other than that for which it was furnished, without prior written permission from ARCHITECTURAL LAND DESIGN. Scale: 1/2" = 1'-0" Scale: 1/2" = 1'-0"

Property Line to the greater of either the minimum Finish Floor level or 10' Side Setback 15' Pool Setback Spatial envelope for pool and pool deck, Property Line
Spatial envelope for pool and pool deck,
30" vertical from crown of road, sloping
30" vertical from crown of road, sloping
to setback at a 12 horizontal and 6 vertical,
to setback at a 12 horizontal and 6 vertical,
to the greater of either the minimum Finish Floor level or
6' above Crown of Road.
Pool and Spa coping may extend up to one foot vertically
Pool and Spa coping may extend up to one foot vertically 6' above Crown of Road.
above the deck. Safety railings may project above the above the deck. Safety railings may project above the
10' pool deck the minimum necessary to meet the Florida Stone Pavers TBD 10' 10' pool deck the minimum necessary to meet the Florida 10'
Building Code requirements for safety railings. Building Code requirements for safety railings.

9' 1" +\- Thick Mortar bed 9' 9' 9'
1
1
w/ Schluter Drain Material 1 - 1 Thick
4"
2"
Stone Coping TBD 1'
8' 4" Concrete Slab 8' 8' 8'
Stone Coping 4 1 " 2
4' Pool Fence. 7'-6" 7'-6"
Stucco Finish
7' 7' 7' Pool Beam 7'
3"
Chaise Lounge 6"
Stone Coping Concrete Block retaining wall, Planter Stone Coping
6' 6'-0" 6' 6' 6'-0" 6'
Stucco Finish waterproof inside edge Stucco Finish
5' Structure By Others 5' 5' 5'
30" Rise from Crown of Road 30" Rise from Crown of Road

4' Berm 4' 4' 4'
3.15' Crown of Road Finished Grade Crown of Road 3.15' Crown of Road 3.15' 1.2' Wide Concrete Seawall Cap 3.15' Crown of Road
3' 3' 3' 3'-0" Wood Dock 3'

Compact subgrade 95% Drawing Date: IS 07.09.21
2' Optimum Proctor Density 2' 2' 2'
CANAL
Scale: 1/2" = 1'-0"
1' 1' 1' 1'
Compact subgrade 95% 21-133
Optimum Proctor Density
0' 0' 0' 0'

File Name: 21-133.dwg

Architectural Information Provided By:
Company Name: ----
File Name: ----
Date: ----
Site Information Provided By:
Company Name: ----
File Name: ----
Date: ----

1.7

Contractor to verify property lines and setbacks before construction.
Contractor must have property lines staked and located,
and must verify plan dimensions and field conditions are consistent.
Any Inconsistencies w/ these plans need to be reported to ALD and the Owner.
Contractor shall verify that he has the most up to date plans, and that they have
Contractor shall verify that he has the most up to date plans, and that they have been approved and accepted by the Owner before commencing construction. been approved and accepted by the Owner before commencing construction.