Page 6 - 2020 7th St Presentation
P. 6

L:\21-133 Toscana 2020 7th St S\ALD-Dwgs\21-133.dwg, 9/12/2021 10:27:19 PM, AutoCAD PDF (General Documentation).pc3



                                                                                                                                                Toscana Residence




































                                 DESIGN TEAM                                                                                                                  PROJECT LOCATION                                                                                                                                                                                                         SHEET INDEX






                                  Architect                          Stofft Cooney Architects                                                                 2020 7th Street South                                                                                                Scale: 1" = 20'-0"                                                                                      HARDSCAPE
                                  Landscape Architect                Architectural Land Design, Inc.                                                          City of Naples                                                                                                       0      10     20            40                           80                                             0                EXISTING CONDITIONS PLAN

                                  Builder                            -                                                                                        Florida                                                                                                                                                                                                                      1.0              SITE LAYOUT AND DIMENSION PLAN
                                  Civil                              -                                                                                                                                                                                                                                                                                                                     1.1              SITE GRADING AND DRAINAGE PLAN
                                                                                                                                                                                                                                                                                                                                                                                           1.2              POOL LAYOUT AND DIMENSION PLAN

                                                                                                                                                                                                                                                                                                                                                                                           1.3              POOL GRADING AND DRAINAGE PLAN
                                  FEMA MAP                                                                                                                    AERIAL                                                                                                                                                                                                                       1.4              SITE DETAILS

                                                                                                                                                                                                                                                                                                                                                                                           1.5              POOL DETAILS
                                                                                                                                                                                                                                                                                                                                                                                           1.6              POOL DETAILS

                                                                                                                                                                                                                                                                                                                                                                                           1.7              SIDE YARD SECTIONS
                                                                                                                                                                                                                                                                                                                                                                                           1.8              PERSPECTIVES
                                                                                                                                                                                                                                WIDTH VARIES
                                                                                                                                                                                                                                (PLAT BOOK 3, PAGE 2)
                                                                                                                                                                                                                                CANAL
                                                                                                                                                                                                                                                                                                                                                                                           PLANTING
                                                                                                                                                                                                                                                              LINE AT THE FACE OF SEAWALL
                                                                                                                                                                                                                                                             BOUNDARY AND MEAN HIGH
                                                                                                                                                                                                                                                                                                                                                                                           2.0              PLANTING PLAN
                                                                                                                                                                                                                                                                                                                                                                                           2.1              PLANT DETAILS AND SPECIFICATIONS



                                                                                                                                                                                                                                2.1
                                                                                                                                                                                                                                                                                                                                                                                           IRRIGATION
                                                                                                                                                                                                                                  2.6
                                                                                                                                                                                                                L1
                                                                                                                                                                                                              SEAWALL CAP
                                                                                                                                                                                                                                                                                                                                                                                           3.0              IRRIGATION PLAN
                                                                                                                                                                                                                   2.3
                                                                                                                                                                                                                                             PLATTED LOT LINE
                                                                                                                                                                                                                1.2' WIDE CONCRETE
                                                                                                                                                                                                              2.1
                                                                                                                                                                                                                                                                                                                                                                                           3.1              IRRIGATION DETAILS AND SPECIFICATIONS
                                                                                                                                                                                                        2.0
                                                                                                                                                                                                                                                                          2.3
                                                                                                                                                                                                                                                                                                PILE (TYPICAL)
                                                                                                                                                                                                                                                                                                 WOOD MOORING
                                                                                                                                                                                                                                                                       2.5
                                                                                                                                                                                                                     3.4
                                                                                                                                                                                                                                                                                                                                                                                           LIGHTING
                                                                                                                                                                                                      2.7
                                                                                                                                                                                                                                                                                                                                                                                           4.0              LANDSCAPE LIGHTING PLAN
                                                                                                                                                                                                                                 4.1
                                                                                                                                                                                                                                                            4.4
                                                                                                                                                                                                                     3.5
                                                                                                                                                                                                                                                                                   2.5
                                                                                                                                                                                                                                                                                       WOOD DOCK
                                                                                                                                                                                                                                                                             3.5
                                                                                                                                                                                                                                                      5.3
                                                                                                                                                                                                             3.5
                                                                                                                                                                                                        3.0
                                                                                                                                                                                                                                                                        4.5
                                                                                                                                                                                                                                     4.6
                                                                                                                                                                                                                       4.6
                                                                                                                                                                                                                                                  4.3
                                                                                                                                                                                                                                                                                           2.3
                                                                                                                                                                                                                                                                                                            CANAL
                                                                                                                                                                                                                                                                                                          WIDTH VARIES
                                                                                                                                                                                                                                                                                     3.3
                                                                                                                                                                                                                                                                 4.2
                                                                                                                                                                                                                                                                                                        (PLAT BOOK 3, PAGE 2)
                                                                                                                                                                                                                                                                                   4.4
                                                                                                                                                                                                                                                                                                                                                                                             PROJECT NOTES
                                                                                                                                                                                                                                                                             4.6
                                                                                                                                                                                                                                                                           3.3
                                                                                                                                                                                                             4.1
                                                                                                                                                                                           BLOCK 13
                                                                                                                                                                                                                   4.2
                                                                                                                                                                                                                                                                                  JANDY 3-WAY NEVER LUBE  2.8  N00°58'30"E  99.67' (M)
                                                                                                                                                                                                                                                                                 NEVER LUBE  JANDY 3-WAY
                                                                                                                                                                                                                                                           3.9
                                                                                                                                                                                                                                                                                                                                                                                             1. FEMA: AE 7'
                                                                                                                                                                                                                                     4.2
                                                                                                                                                                                                                                                                                                         N00°58'30"E  99.43' (P)
                                                                                                                                                                                                                                                                                                3.8
                                                                                                                                                                                                                                                                    3.4
                                                                                                                                                                                                                                                                                                                                                                                              2. ZONING: R1-10
                                  STREET TREE MAP                                                                                                                                                                                                                   5.5                              CONCRETE PAD
                                                                                                                                                                                                                                                                                                     WITH DAVIT
                                                                                                                                                                                                                                                      LOT 9
                                                                                                                                                                                                        BEARING BASIS
                                                                                                                                                                                                                                                           (IMPROVEMENTS NOT LOCATED)
                                                                                                                                                                                                           S26°36'30"W  154.42' (M)
                                                                                                                                                                                                          S26°36'30"W  150.74' (P)
                                                                                                                                                                                                                                                                                                                                                                                              3. SETBACKS
                                                                                                                                                                                                                                                                                                                2.0
                                                                                                                                                                                                                                                          5.4
                                                                                                                                                                                                                                                                                   4.7
                                                                                                                                                                                                                                                                                                              2.2
                                                                                                                                                                                                                                                                                                                                                                                              ·     30' FRONT BUILDING SETBACK
                                                                                                                                                                                                                                    4.2
                                                                                                                                                                                                               4.3
                                                                                                                                                                                                                   4.4
                                                                                                                                                                                                                                                                                                                                                                                                      1
                                                                                                                                                                                                                                                                                         4.5
                                                                                                                                                                                                                                                                                                                                                                                              ·     7 ' SIDE BUILDING SETBACK
                                                                                                                                                                                                                                                                                                                                                                                                      2
                                                                                                                                                                                                                                                                                                      3.7
                                                                                                                                                                                                                                                                                                                                                                                              ·     25' REAR BUILDING SETBACK
                                                                                                                                                                                           LOT 10
                                                                                                                                                                                                                                                                                                                                                                                              ·     15' REAR GARAGE AND POOL SETBACK
                                                                                                                                                                                                                                 4.6
                                                                                                                                                                                                                 4.2
                                                                                                                                                                                                                                                                                                                                                                                                       (PROPERTY ABUTS A PUBLIC ALLEY)
                                                                                                                                                                                                                                                                          4.6
                                                                                                                                                                                                                                                                                 4.6
                                                                                                                                                                                                                      4.0
                                                                                                                                                                                                                                                     5.1
                                                                                                                                                                                                                                              5.0
                                                                                                                                                                                                                                                                                          3.8
                                                                                                                                                                                                                                                        5.7
                                                                                                                                                                                                                                                                                                                                                                                              4. AVERAGE CROWN OF ROAD: 3.15'
                                                                                                                                                                                                                             4.6
                                                                                                                                                                                                                  3.9
                                                                                                                                                                                                                                                                                  4.0
                                                                                                                                                                                                                         4.1
                                                                                                                                                                                                                                                                    5.7
                                                                                                                                                                                                                   3.8
                                                                                                                                                                                                                                                                                                                                                                                              5. FFE (SLAB OF HOUSE): 8'
                                                                                                                                                                                                                                                                                     S80°24'06"W  123.06' (M)
                                                                                                                                                                                                                                                                                     S80°20'30"W  122.97' (P)
                                                                                                                                                                                                                                   4.2
                                                                                                                                                                                                                        3.5
                                                                                                                                                                                                                                             4.2
                                                                                                                                                                                                                                                                                                                                                                                              6. EASEMENTS: TREES SHALL NOT BE PLANTED
                                                                                                                                                                                                                                                              4.4
                                                                                                                                                                                                                                                                      4.3
                                                                                                                                                                                                                   3.9
                                                                                                                                                                                                                                 3.6
                                                                                                                                                                                                                                                                                                                                                                                              WITHIN 6' OF ANY WATER OR SEWER LINES
                                                                                                                                                                                                                                     4.1
                                                                                                                                                                                                                    3.4
                                                                                                                                                                                                                       3.3
                                                                                                                                                                                                                                           3.6
                                                                                                                                                                                                                                                                                          LOT 8
                                                                                                                                                                                                                                                             4.0
                                                                                                                                                                                                                               3.3
                                                                                                                                                                                                                      3.2
                                                                                                                                                                                                                    4.2
                                                                                                                                                                                                                                           3.4
                                                                                                                                                                                                                          BRICK
                                                                                                                                                                                                                              2.9
                                                                                                                                                                                                                                                    3.5
                                                                                                                                                                                                                     3.0
                                                                                                                                                                                                                   3.3
                                                                                                                                                                                                                               2.8
                                                                                                                                                                                                                                       3.0
                                                                                                                                                                                                          2.9
                                                                                                                                                                                                                 2.9
                                                                                                                                                                                                                                   3.1
                                                                                                                                                                                                                                    2.8
                                                                                                                                                                                                                                                  3.1
                                                                                                                                                                                                                                           BRICK
                                                                                                                                                                                                                                                  3.6
                                                                                                                                                                                                                                              2.8
                                                                                                                                                                                                          3.2
                                                                                                                                                                                                                                                                     BLOCK 13
                                                                                                                                                                                                                           7TH STREET SOUTH
                                                                                                PROJECT SITE                                                           LOT 11           3.0  3.3   3.6  (NAVD 1988)  ELEV. = 3.90'  BENCHMARK  3.4  PAVED  3.1  2.8
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     www.aldinc.net
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             2780 S. Horseshoe Drive, Suite 5
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    Naples, FL 34104
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 Phone: (239) 430-1661
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 Fax:      (239) 430-1664
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                e-mail: design@aldinc.net
   1   2   3   4   5   6   7   8   9   10   11