Page 20 - 2020 7th St Presentation

2.3' TO FACE OF SEAWALL 1.9' TO SEAWALL CAP 80' WIDE (P) WATERWAY B 1.1 WET FACE OF SEAWALL 2.2' TO FACE OF SEAWALL 1.2' WIDE CONCRETE SEAWALL CAP ELEV. = 3.8' BOUNDARY CORNER NOT FOUND OR SET FALLS IN WATER FOUND PK NAIL AND DISK- "D&W LB 6896" 0.50' SOUTH AND 2.14' WEST OF THE BOUNDARY CORNER 12' B Rear Yard Section Property Line 12'

L:\21-134 Toscana 2231 Forrest Lane\ALD-Dwgs\21-134.dwg, Plotted on 9/12/2021 10:24:19 PM by Christian Andrea

Scale: 1/4" = 1'-0"
15' Pool Setback

4.8' Proposed Seawall C 1.1 11' 9' 8' 6" Pool Tile Throw 8'-0" 1/2"-3/8" valved separately 11' 2780 S. Horseshoe Drive Suite 5
LANDSCAPE ARCHITECTURE
10'
10'
N00°20'00"E 106.46' (P)
WOOD DOCK
Fountain Emitter stainless steel
N00°20'00"E 106.46' (M)
9'
Naples, FL 34104
8'
FOUND DRILL HOLE IN CONCRETE SEAWALL 0.22' NORTH AND 2.11' WEST FROM THE BOUNDARY CORNER 1.9' WIDE CONCRETE SEAWALL CAP ELEV. = 4.3' METAL PICKET FENCES SET WITNESS POINT 3.9 25.00' (C) 5'-0" 8'-0" 7'-10" AD 2.9 8'-0" 6'-6" 6'-6" 5'-0" 3.2 25' Rear Setback 15' Pool Setback 4.1 6'-6" 8'-0" 5'-0" AD 8'-0" 4'-10" 25.00' (C) 3.2 1.6' WIDE 3.2 CONCRETE SEAWALL CAP ELEV. = 3.9' 7' 6' 5' 4' 3.87' A.C.O.R. Apex 5'-0" Existing Seawall 5' 7' 6' 4' 3' License LC26000259
Must shoot 3'-0' from coping.
Waterline
(239) 430-1661
Design@ALDinc.net
3.2
6'-6"
AD
AD
AD
8'-0"
3.87' A.C.O.R.
Christian Andrea
3'
A
D
Side Yard Section 1.1 POOL DECK 8'-0" POOL 8'-0" POOL DECK AD 1.1 2' 1' 0' 1' 2' 0'
8'-0"
A Scale: 1/4" = 1'-0"
AD
8'-0" AD AD 8'-0" CB
License No. 1178
Property Line 7'-6" Side Setback 4.6 CB DS SPA SINK SINK Copyright Architectural Land Design ©
12' 12' 8'-0" 8'-0.5" 36" Gas Grill W/ 36" Gas Grill W/ Hood Insert Hood Insert Above Above 3.7
3.6 Rear Yard Section
3.9
11' 11' C
Stone Pavers TBD OUTDOOR LIVING SET WITNESS POINT Scale: 1/4" = 1'-0"
10' 10'
9' 9' 15' Pool Setback Property Line
3" 4' Pool Fence. Stone Coping 8'-0" 8'-0"
8' 8'
Stucco Finish 8'-1" 12' 12'
7' 7' 8'-1" IS 0.7' SOUTH OF BOUNDARY LINE
4.6 11' 11'
6' 6' CB DS DS CB METAL PICKET FENCE
Finish Grade
Berm 3.8 10' 10'
5' 5' Stone Coping
F.D. 9' 9'
F.D.
4' 4' 8'-0" Stucco Finish
3.87' A.C.O.R. 3.87' A.C.O.R. 8' Stone Coping 8'
7'-6" Side Setback 7' Stucco Finish 7'
3' 3'
ATTIC
ATTIC
2' 2' 5'-6" ACCESS 6' 6'-6" Stone Pavers TBD 6'
ACCESS
BEARING BASIS N85°00'00"E 141.81' (P) N85°00'00"E 141.81' (C) C.U. DW. DW. Sink Sink DS CB 4' 3' 3.87' A.C.O.R. 3.87' A.C.O.R.
1' 1' Bar Bar 7'-6" Side Setback 5'-0" Finish Grade
5'-6" 5' 4'-8" Existing Seawall 5'
0' 0' CB DS
4'
3'
C.U.
C.U. DW. DW. 4.5 LOT 22 2' 1' 1' 2'
C.U.
Ovens
UP. UP. Ovens
23R.@ 7.0"
23R.@ 7.0"
22T.@ 11" 0' 0'
22T.@ 11"
+1" NOSING
DN. +1" NOSING 01 01
DN.
23R.@ 6.95"
23R.@ 6.95"
22T@ 11"
22T@ 11"
+1" NOSING 02 02
+1" NOSING
01 01 DN DN 03 03
36"
36" 36"
36"
02 02 04 04
Ref./Freezer Ref./Freezer
Ref./Freezer Ref./Freezer
03
03
05
05
G Sink Sink 8'-1" 04 04 05 05 06 06 07 07 117.82' (M) BETWEEN MONUMENTS 2231 Forrest Lane 2231 Forrest Ln. City of Naples, FL SITE GRADING AND DRAINAGE PLAN
8'-0"
Scale: 1/4" = 1'-0"
06 06 Sink Sink 6'-4"
JANDY 3-WAY
NEVER LUBE
4.1 6'-0" JANDY 3-WAY NEVER LUBE Washer Dryer 07 07 08 08 09 09 09 09 10 10 36" 4.7
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. Property Line 7'-6" Side Setback 4.7 CB DS 6'-6" F.D. 7'-8" 10 10 11 11 11 11 6'-6" Ref./Freezer DS CB
5.1
Washer
Dryer
36"
Ref./Freezer
F.D.
ATTIC
ATTIC
12' 12' G 4.1 ACCESS
ACCESS
1.1 ENTRY Rear Yard Section
ATTIC
11' 11' ATTIC
ACCESS D Scale: 1/4" = 1'-0"
ACCESS
10' 10'
7'-7" Legend:
Legend:
9' 9' 7'-6" Side Setback Property Line
FFE (slab) 6'-6" 4.6 N88°06'57"W 142.82' (C) 4.7 (Reflects Finished Grade)
8' 8' 6'-6" 5'-10" 12' 12' 100'-0" Depicts Proposed Grade Information
7' 7' 6'-4" 6'-0" N88°10'00"W 142.58' (P) 11' Stone Pavers TBD 11'
Finished Grade 6'-3"
6' 6' CB DS (2)2" (1)4" Sleeves 6'-4" 10' 10' 100.0' Depicts Existing Grade Information
Berm 6'-3" 4' Pool Fence.
5' 5' 9' DS CB 9' 9' Direction of Drainage Flow
4' 4' 4.2 (2)2" (1)4" Sleeves 5' X 15' (P) 8' 8'-0" 8'-0" Stone Coping 3" 8'
3.87' A.C.O.R. 3.87' A.C.O.R. 4.0 9' (2)2" (1)4" Sleeves Sleeves, Sch. 40 PVC (see plans)
0.23' NORTH AND 0.24' WEST 4.2 4.1 1.1 116.81' (M) 6'-0" BETWEEN MONUMENTS MOTOR COURT 30' Front Setback (2)2" (1)4" Sleeves 16' DRIVE (2)2" (1)4" Sleeves 16' 1.1 3.87' A.C.O.R. 3.87' A.C.O.R. (PVC or Smooth Walled Corrugated)
3' 3' 20' 7' 7'
4" Drain Pipe
2' 2' 4.5 MOTOR COURT 6' Finish Grade 6' (PVC or Smooth Walled Corrugated)
1' 1' FOUND 5/8" REBAR -NO IDENTIFICATION 5'-6" 5' Berm 5' 6" Drain Pipe
0' 0' FROM THE BOUNDARY CORNER 4' 4' (PVC or Smooth Walled Corrugated)
E
F
8" Drain Pipe
3'
3'
2'
2'
Catch Basin w/ Atrium grate
(See Detail 'A' on Details Sheet)
4.1
CB10
5'-0" 5'-0" 5'-0" 4.7 1' 0' 1' 0' AD 10" Round Grate Connected to 8" Pipe
(See Detail 'B' on Details Sheet)
CB8 8" Round Grate Connected to 6" Pipe
(See Detail 'B' on Details Sheet)
Downspout Connected to Gutter
DS
4.2 (See Detail 'C' on Details Sheet)
N01°50'00"E 72.88' (P)
3.9 CB9 9" Catch Basin
N02°00'46"E 72.76' (M)
Channel Drain CB12 12" Catch Basin
F Scale: 1/4" = 1'-0" (Connect to Stormwater System) DRIVE DRIVE Channel Drain CB18 18" Catch Basin
3.7
Property Line 7'-6"' Side Setback (2)2" (1)4" Sleeves (2)2" (1)4" Sleeves (Connect to Stormwater System) 0' Proposed Contour Line
4'-0"
12' 4'-0"
12'
CROWN OF ROAD 3.8 Contractor to verify all quantities. Scale: 1" = 10'-0"
12' 12' 1' Existing Contour Line Drawing Date: IS 07.09.21
11' 11'
10' 10' ELEV. = 3.8' L1 E Scale: 1/4" = 1'-0"
3.1 3.5 21-134
9' 9' 3.2 3.4 Property Line
8' 8' 3.2 3.2 7'-6"' Side Setback
3.5 Notes
3.3 12' 12'
7' 7'
3.4
3.5 3.5 Average Crown or Road: 3.4
5'-6" (3.9 + 4.0 + 3.8 + 3.8 +) / 4 = 3.87'
6' Pavers 6' 3.5 11' 11'
Finish Grade PAVED 10' 10' Confirm selections with owner before ordering.
5' 5' Contractor to confirm quantities.
Berm 4.0 8" PVC 9' 9'
4' 4' 3.8 60' (P) RIGHT-OF-WAY
3.9 File Name: 21-134.dwg
3.87' A.C.O.R. 3.87' A.C.O.R. 8' 8' Sleeving
3' 3'
3.8 FORREST LANE 7' 7'
2' 2' All planter areas are to receive sleeves for irrigation and landscape lighting. Architectural Information Provided By: ----
Company Name:
Finish Grade
1' 1' 3.7 GRATED INLET 6' Pavers 5'-6" Berm 6' Sleeve sizes are to be 2 sizes larger than actual pipe size. File Name: ----
Date:
----
0' 0' GRATE ELEV. = 3.2' 5' 5' Landscape Lighting Site Information Provided By:
3.5 3.6 3.5 8" PVC INV ELEV. = 2.2' BOTTOM INV ELEV. = 1.7' Company Name: ----
BENCHMARK ELEV. = 3.51' (NAVD 1988) BENCHMARK ELEV. = 3.55' (NAVD 1988) 3' 2' 1' 3' 2' 1' All grades Represent Finished Grades
4'
4'
3.5 3.87' A.C.O.R. 3.87' A.C.O.R. It is anticipated that Landscape lighting will be installed. File Name: ----
Date:
----
Unless Otherwise Noted (ie. 'Slab')
GRATED THROAT INLET GRATE ELEV. = 3.8' N. THROAT INV. ELEV. = 3.6' N. 8" PVC INV ELEV. = 2.0' 0 BOTTOM INV ELEV. = 1.6' 0' 0' Any Inconsistencies w/ these plans need to be reported to ALD and the Owner. 1.1
Contractor to verify property lines and setbacks before construction.
Contractor must have property lines staked and located,
and must verify plan dimensions and field conditions are consistent.
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. 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.