Page 26 - 959 17th Avenue South
P. 26

Rear Yard Section
                            A            Scale: 1/2" = 1'-0"












                          15'                                                                                                                                                                                                                                                                                                                                                                                                                                                     15'
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  LANDSCAPE ARCHITECTURE
                                                                                             Property Line                                           vert      r    r       r                            15' Pool Setback                                                                                                                                                                                                                                                                                Naples, FL 34104
                          14'                                                                                                                   S  t    e ve   e   r                e                                                                                                                                                                                                                                                                                             14'            2780 S. Horseshoe Drive Suite 5


                                                                                                                                             t   et      t   1  h r    t         vert
                          13'                                                                                                    t  the  re ter    e ther  the      u       h     r  eve   r                                                                                                                                                                                                                                                                                      13'                      (239) 430-1661
                                                                                                                                                                    ve  r                                                                                                                                                                                                                                                                                                                             Design@ALDinc.net

                          12'                                                                                                                                                                                                                                                                                                                                                                                                                                                     12'                 License  LC26000259
                                                                                                                                          S            y e te   u  t    e    t vert     y
                                                                                                                                      ve the  e     S  ety r          y  r  e t    ve the
                                                                                                                                          e   the      u   e e   ry t   eet the    r
                          11'                                                                                                                                                                                                                                                                                                                                                                                                                                                     11'                      Christian Andrea
                                                                                                                                            u          e re u re e t    r    ety r

                          10'                                                                                                                                                                                                                                                                                                                                                                                                                                                     10'


                          9'                                                                                                                                                                                                                                                                                                                                                                                                                                                      9'

                                                                                                                                                                                                                                                                                                                                                                                                      Tile entire face of Edge
                          8'                                                                                                                                                                                                                                                                                                                                                                                                                             1 1   Vanishing Edge     8'                       License No. 1178

                                                                                                                                                                                                                                                                                                                                                                                                                                                 7'5.5"                                                    Copyright Architectural Land Design ©
                                                                                                                                                                                                                                                                                           All deck to be screwed in place with
                                                                                                                                                                                                                                                                                                      3" stainless steel screws
                          7'                                                                                                                                                                                                                                                                                                                                                                                                                                                      7'
                                                                                                                                                                                                                                                                                1.5" x6" Trex Decking (Installed w/ hidden deck
                                                                                                                                                                                                                                                                                                fasteners and slotted decking)
                                                                                                                                                                                                                                                                                               3" x 8" Marine Grade Joists          1                                                                                                                  Pebble-Crete Surface
                          6'                                                                                                                                                                                                                                                                                                                                                                                                          7 1                                         6'
                                                                                                                                                                                                                                                                                                        Installed 16" O.C.
                                                     e  r     r
                          5'                                                                                                                                                                                                                                                              3" x 8" Marine Grade Beams                                                                     4'10"                             1                                                      5'



                          4'                                         4'0"                                                  Existing Seawall                                                                                                                                                                                                                                                                                                                                        4'
                           Average Crown of Road 3'9"
                                                                                                                                                                                                                                                                                                                                                                                                                                                         3'6" Average Crown of Road

                          3'                                                                                                                                                                                                                                                                                                                                                                                                                                                      3'
                                                                            CANAL                                                                                                                                                                                                                                                                                                                                                                            Water Line Tile

                L:\21-102 Toscana 959 17th Ave S\ALD-Dwgs\21-102 - 0e.dwg, Plotted on 08.31.2019 / 11:04 PM by Christian Andrea
                          2'                                                                                                                                                                                                                                                                                                                                                                                                                                                      2'
                                                                                                                                                                                                                                                                                                                                                                         Compact subgrade 95%
                                                                                                                                                                                                                                                                                                                                     12" #57 Stone
                                                                                                                                                                                                                                                                                                                                     (beneath Deck for Drainage          Optimum Proctor Density
                          1'                                                                                                                                                                                                                                                                                                                                                                                                                                 Auto Re-Fill         1'
                                                                                                                                                                                                                                                                                                                                     System to be installed)

                          0'                                                                                                                                                                                                                                                                                                                                                                                                                                                      0'


                                                                                                                                                                                                                                                                                                                                                                                                                              Compact subgrade 95%
                          -1                                                                                                                                                                                                                                                                                                                                                                                                                                                      -1
                                                                                                                                                                                                                                                                                                                                                                                                                              Optimum Proctor Density

                          -2                                                                                                                                                                                                                                                                                                                                                                                                                                                      -2                    959 17th Avenue South  959 17th Ave S    ty        e       SIDE YARD SECTIONS



                   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.






                                        Side Yard Section                                                                                                                                                                                                                                                   Side Yard Section
                            B            Scale: 1/2" = 1'-0"                                                                                                                                                                                                                                   C            Scale: 1/2" = 1'-0"







                            15'                                                                                                                                                                                                                                          15'
                                                                                                                                                                                                                                                                                             15'                                                                                                                                                                                  15'
                                                             Property Line                                         7'6" Side Setback            vert      r    r       r                                                                                                                                                                                                                                                                             Property Line
                            14'                                                                                                            S  t    e ve   e   r                e                                                                                         14'                 14'                                                                                                                                                                                  14'


                                                                                                                                        t   et      t   1  h r    t         vert
                            13'                                                                                             t  the  re ter    e ther  the      u       h     r  eve   r                                                                                  13'                 13'                                                                                               7'6"' Side Setback                                                                 13'
                                                                                                                                                               ve  r

                            12'                                                                                                                                                                                                                                          12'
                                                                                                                                     S            y e te   u  t    e    t vert     y                                                                                                         12'                                                                                                                                                                                  12'
                                                                                                                                                                                                                                                                                                                                                                                                                      S  t    e ve   e   r                e
                                                                                                                                 ve the  e     S  ety r          y  r  e t    ve the                                                                                                                                                                                                                                      vert      r    r       r
                                                                                                                                     e   the      u   e e   ry t   eet the    r
                            11'                                                                                                                                                                                                                                          11'                                                                                                                                          t   et      t   1  h r    t         vert
                                                                                                                                       u          e re u re e t    r    ety r                                                                                                                11'                                                                                                                      t  the  re ter    e ther  the      u       h     r  eve   r  11'
                                                                                                                                                                                                                                          Stone Pavers TBD                                                                                                                                                                  ve  r
                                                                                                                                                                                                                                                                                                                  Stone Pavers TBD
                            10'                                                                                                                                                                                                                                          10'
                                                                                                                                                                                                                                                                                             10'                                                                                                                                                                                  10'
                                                                                                                                                                                                                                                                                                                                                                                                                               S            y e te   u  t    e    t vert     y
                                                                                                                                                                                                                                                                                                                                                                                                                         ve the  e     S  ety r          y  r  e t    ve the
                                                                                                                                                                                                                                         1" +\- Thick Mortar bed
                             9'                                                                                                                                                                                                           w/ Schluter Drain Material      9'                                1" +\- Thick Mortar bed                                                                                         e   the      u   e e   ry t   eet the    r
                                                                                                                                                                                                                                                                                             9'
                                                                                                                                                                                                                                                                                                          w/ Schluter Drain Material                                                                                   u          e re u re e t    r    ety r                      9'
                                                                                                                                                                                              Stone Coping
                                                                                                                                                                                                                                              4" Concrete Slab                                                4" Concrete Slab
                             8'                                                                Stone Coping                6'4"                                                                                          7'10"                                            8'                 8'                                                        7'10"    Stone Coping                                                                                                       8'
                                                                         4' Pool Fence.        Stucco Finish                                                                                                                                                                                                                                                     Stucco Finish                                              4' Pool Fence.
                             7'                                                                                                                                                                                                                                           7'
                                                                                                                                                                                       Compact subgrade 95%                                                                                  7'                                                                                                                                                                                    7'
                                                                                                                                                                                       Optimum Proctor Density                                                                                                                                                                        Stone Coping
                                                                                                                                                                                                                                                                                                                                                                            6'4"
                             6'                                                                                                                                                                                                                                           6'
                                                                                                                                                                                                                                                                                             6'              Concrete Block retaining wall,                                           Stucco Finish                                                                                6'            Drawing Date:            PM 07.20.21
                                                                                                                                                                                                                                                                                                                   waterproof inside edge
                                                        e  r     r             Berm       Finished Grade                                                                                                                                                                                     5'                      Structure By Others                                                                                      Berm                               e  r     r             5'       Scale:
                             5'                                                                                                                                                                                                                                           5'                                                                                                                                                                                                                                                     ----



                             4'                                                                                  4'4"                                                                                                                                                     4'                 4'                                                                                  4'4"                  Finished Grade                                                              4'            21.102
                             Average Crown of Road 3'9"                                                                                                                                                                                           3'9" Average Crown of Road
                                                                                                                                                                                                                                                                                             3'9" Average Crown of Road                                                                                                                                   Average Crown of Road 3'9"
                             3'                                                                                                                                                                                                                                           3'
                                                                                                                                                                                                                                                                                             3'                                                                                                                                                                                    3'


                             2'                                                                                                                                                                                                                                           2'                                                         Compact subgrade 95%
                                                                                                                                                                                                                                                                                             2'                                                                                                                                                                                    2'
                                                                                                                                                                                                                                                                                                                                   Optimum Proctor Density
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  File Name:            21-102 - 0e.dwg
                            1'                                                                                                                                                                                                                                            1'
                                                                                                                                                                                                                                                                                             1'                                                                                                                                                                                    1'
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 Architectural Information Provided By:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 Company Name:                    ----
                            0'                                                                                                                                                                                                                                            0'                                                                                                                                                                                                                     File Name:                       ----
                                                                                                                                                                                                                                                                                              0'                                                                                                                                                                                   0'            Date:                            ----
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 Site Information Provided By:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 Company Name:                    ----
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 File Name:                       ----
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 Date:                            ----




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          1.6








                                                                                                                                                                    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.
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