Page 7 - 2020 7th St Presentation
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L:\21-133 Toscana 2020 7th St S\ALD-Dwgs\21-133.dwg, 9/12/2021 10:27:22 PM, AutoCAD PDF (General Documentation).pc3






                                                                                                                                                                                                                                 LINE AT THE FACE OF SEAWALL
                                                                                                                                                                                                                                BOUNDARY AND MEAN HIGH
                                                               L:\21-133 Toscana 2020 7th St S\ALD-Dwgs\21-133.dwg, Plotted on 9/12/2021 10:27:24 PM by Christian Andrea












                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  LANDSCAPE ARCHITECTURE
                                                                                                                                                                     2.1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 2780 S. Horseshoe Drive Suite 5
                                                                                                                                                                           2.6
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         Naples, FL 34104
                                                                                                                                      L1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           (239) 430-1661
                                                                                                                                  SEAWALL CAP
                                                                                                                                            2.3
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      Design@ALDinc.net
                                                                                                                                                                                                 PLATTED LOT LINE
                                                                                                                                       1.2' WIDE CONCRETE
                                                                                                                                  2.1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      License  LC26000259
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           Christian Andrea
                                                                                                                       2.0
                                                                                                                                                                                                                                                          2.3
                                                                                                                                                                                                                                                                                                      PILE (TYPICAL)
                                                                                                                                                                                                                                                                                                         WOOD MOORING
                                                                                                                                                                                                                                                     2.5
                                                                                                                                                3.4

                                                                                                                   2.7

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           License No. 1178
                                                                                                                                                                        4.1
                                                                                                                                                                                                                                                      25' Rear Setback      2.5     WOOD DOCK                                                                                                                                                                                                              Copyright Architectural Land Design ©
                                                                                                                                                                                                                                                                15' Pool Setback

                                                                                                                                                                                                                              4.4
                                                                                                                                                3.5






                                                                                                                                                                                                                                                               3.5
                                                                                                                                                                                                                  5.3
                                                                                                                               3.5
                                                                                                                                                                                                                                                       4.5
                                                                                                                      3.0





                                                                                                                                                                                                                                                                                                                               CANAL
                                                                                                                                                                                                                                                                                                                          WIDTH VARIES
                                                                                                                                                   4.6                         4.6                        4.3                           4.2                                4.4  3.3        2.3                        (PLAT BOOK 3, PAGE 2)




                                                                                                          7'-6" Side Setback    4.1         4.2                                                                              3.9                            3.3  4.6                                        2.8        N00°58'30"E  99.67' (M)





                                                                                            BLOCK 13


                                                                                                                                                                                                                                                                                                                         N00°58'30"E  99.43' (P)

                   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.  BEARING BASIS  S26°36'30"W  154.42' (M)  4.2  LOT 9  (IMPROVEMENTS NOT LOCATED)  5.5  3.4  3.8  WITH DAVIT  CONCRETE PAD  Toscana Residence  2020 7th St. S. City of Naples, FL  EX. CONDITIONS PLAN









                                                                                                                                                                                                                                                                                                                                                                                                                       Legend:
                                                                                                                                                                                                                                                                                                                                                                                                                       Legend:
                                                                                                                         S26°36'30"W  150.74' (P)
                                                                                                                                                                                                                                                                                                                                     2.0
                                                                                                                                                                                                                                                                                                                                                                                                                               100'-0"      Depicts Proposed Grade Information
                                                                                                                                                                                                                         5.4
                                                                                                                                                                                                                                                                            4.7
                                                                                                                                                                                                                                                                                                                                                                                                                                            (Reflects Finished Grade)
                                                                                                                                                                                                                                                                                                                                   2.2
                                                                                                                                                                                                                                                                                                                                                                                                                               100.0'       Depicts Existing Grade Information
                                                                                                                                                                              4.2
                                                                                                                                    4.3
                                                                                                                                             4.4
                                                                                                                                                                                                                                                                                                                                                                                                                                            Direction of Drainage Flow
                                                                                                                                                                                                                                                                                       4.5
                                                                                                                                                                                                                                                                                                                                                                                                                                            Sleeves, Sch. 40 PVC (see plans)
                                                                                                                                                                                                                                                                                                                  3.7
                                                                                                                                                                                                                                                                                                                                                                                                                                            4" Drain Pipe
                                                                                                                                                                                                                                                                                                                                                                                                                                           (PVC or Smooth Walled Corrugated)
                                                                                            LOT 10
                                                                                                                                                                                                                                                                                                                                                                                                                                           6" Drain Pipe
                                                                                                                                                                                                                                                                                                                                                                                                                                           (PVC or Smooth Walled Corrugated)
                                                                                                                                                                       4.6
                                                                                                                                                                                                                                                                                                                                                                                                                                            8" Drain Pipe
                                                                                                                                                                                                                                                                                                                                                                                                                                           (PVC or Smooth Walled Corrugated)
                                                                                                                                       4.2
                                                                                                                                                                                                                                                                                                                                                                                                                                           Catch Basin w/ Atrium grate
                                                                                                                                                                                                                                                           4.6
                                                                                                                                                                                                                                                                                                                                                                                                                                  AD       (See Detail 'A' on Details Sheet)
                                                                                                                                                                                                                                                                         4.6
                                                                                                                                                 4.0
                                                                                                                                                                                                                5.1
                                                                                                                                                                                                                                                                                                                                                                                                                                  CB10     10" Round Grate Connected to 8" Pipe
                                                                                                                                                                                                  5.0
                                                                                                                                                                                                                                                                                                                                                                                                                                           (See Detail 'B' on Details Sheet)
                                                                                                                                                                                                                                                                                          3.8
                                                                                                                                                                                                                     5.7
                                                                                                                                                                                                                                                                                                                                                                                                                                  CB8      8" Round Grate Connected to 6" Pipe
                                                                                                                                                               4.6
                                                                                                                                                                                                                                                                                                                                                                                                                                           (See Detail 'B' on Details Sheet)
                                                                                                                                                                                                                                                                                               7'-6" Side Setback
                                                                                                                                                                                                                                                                                                                                                                                                                                           Downspout Connected to Gutter
                                                                                                                                                                                                                                                                                                                                                                                                                                  DS       (See Detail 'C' on Details Sheet)
                                                                                                                                           3.9
                                                                                                                                                                                                                                                                                                                                                                                                                                  CB9      9" Catch Basin
                                                                                                                                                                                                                                                                           4.0
                                                                                                                                                         4.1
                                                                                                                                                                                                                                              5.7
                                                                                                                                            3.8
                                                                                                                                                                                                                                                                                                                                                                                                                                  CB12     12" Catch Basin
                                                                                                                                                                                                                                                                                                                                                                                                                                  CB18     18" Catch Basin
                                                                                                                                                                                                                                                                                                                                                                                                                               0'
                                                                                                                                                                                                                                                                                                                                                                                                                                           Proposed Contour Line                                 Drawing Date:             IS 07.09.21
                                                                                                                                                                                      30' Front Setback  4.2                      4.4             4.3                                                                                                                                                                             Contractor to verify all quantities.                           21-133                   1" = 10'-0"
                                                                                                                                                                                                                                                                               S80°24'06"W  123.06' (M)
                                                                                                                                                                                                                                                                                                                                                                                                                               1'
                                                                                                                                                                            4.2
                                                                                                                                                                                                                                                                                 S80°20'30"W  122.97' (P)
                                                                                                                                                                                                                                                                                                                                                                                                                                           Existing Contour Line
                                                                                                                                                     3.5
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 Scale:
                                                                                                                                            3.9
                                                                                                                                                                       3.6
                                                                                                                                                                                4.1
                                                                                                                                               3.4
                                                                                                                                                    3.3
                                                                                                                                                                                                                                                                                                                                                                                                              Notes
                                                                                                                                                                                             3.6
                                                                                                                                                                                                                               4.0
                                                                                                                                                                                                                                                                                         LOT 8
                                                                                                                                                                    3.3
                                                                                                                                                 3.2
                                                                                                                                                                                                                                                                                                                                                                                                              Confirm selections with owner before ordering.
                                                                                                                                              4.2
                                                                                                                                                                                            3.4
                                                                                                                                                                                                                                                                                                                                                                                                              Contractor to confirm quantities.
                                                                                                                                                          BRICK
                                                                                                                                                                  2.9
                                                                                                                                                                                                             3.5
                                                                                                                                                3.0
                                                                                                                                           3.3
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  File Name:               21-133.dwg
                                                                                                                                                                    2.8
                                                                                                                                                                                                                                                                                                                                                                                                              Sleeving
                                                                                                                                                                                     3.0
                                                                                                                          2.9
                                                                                                                                        2.9
                                                                                                                                                                            3.1
                                                                                                                                                                                                                                                                                                                                                                                                              All planter areas are to receive sleeves for irrigation and landscape lighting.    Architectural Information Provided By:
                                                                                                                                                                               2.8
                                                                                                                                                                                                                                                                                                                                                                                                              Sleeve sizes are to be 2 sizes larger than actual pipe size.                       Company Name:                    ----
                                                                                                                                                                                                          3.1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 File Name:                       ----
                                                                                                                                                                                            BRICK
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 Date:                            ----
                                                                                                                                                                                                                                                                                                                                                                                                               Landscape Lighting                                                                Site Information Provided By:
                                                                                                                                                                                                          3.6
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 Company Name:                    ----
                                                                                                                                                                                                   2.8
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 File Name:                       ----
                                                                                                                                                                                                                                                                                                                                                                                                               It is anticipated that Landscape lighting will be installed.                      Date:                            ----
                                                                                                                                                                                                                                                                                                                                                                                                                       All grades Represent Finished Grades
                                                                                                                          3.2
                                                                                                                                                                                                                                                BLOCK 13
                                                                                                                                                                                                                                                                                                                                                                                                                          Unless Otherwise Noted (ie. 'Slab')
                                                                                                                                                                                           2.8
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               0
                                                                                                                                                                                PAVED
                                                                                                                                    3.4
                                                                                                                                                                                                                                                                                                                                                                                                                          Contractor to verify property lines and setbacks before construction.
                                                                                             3.3
                                                                                                                                                                                                                                                                                                                                                                                                                                     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.
                                                                                                                                                            7TH STREET SOUTH
                                                                                                             (NAVD 1988)
                                                                                                                                                                                      3.1
                                                                                                                                                                                                                                                                                                                                                                                                               Contractor shall verify that he has the most up to date plans, and that they have
                                                                                                              ELEV. = 3.90'
                                                                                                                                                                    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.
                                                                                                                BENCHMARK
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