Page 24 - 959 17th Avenue South

Drain Detail Bubble Up Drain Detail Downspout Detail Typical - Pool Beam Channel Drain
A1 A2 A3 A4

Scale: 1" = 1'-0"
Scale: 1" = 1'-0"
Scale: NTS
Scale: 1" = 1'-0"
Glue Stones Together at Channel Drain Gap to NDS Mini or SPEE-D Channel drain grate Contractor to Verify before Installation
NDS 6" Atrium Polyethylene Avoid Stone Movement over Channel Drain with U.V. inhibitor or approved equal NDS Mini
Grate w/ UV Inhibitor NDS Polyethylene w/ U.V. Inhibitor Saw cut the drain (12" long cuts with 6" gaps)
Coping (tbd)
NDS #66 - 6" Sewer Turf NDS 12" Square Catch Basin NDS Mini or SPEE-D Channel
Stone & Drain Pipe Riser Channel Drain - Perspective View Channel Drain - Plan View drain or approved equal 1
(Length as Required) Building Facade
Grade Downspout 1" +\- Thick Mortar bed
(Copper, Aluminum Provide Option for Schluter Drain Material LANDSCAPE ARCHITECTURE
Filter
Fabric or PVC)
Filter Fabric 1-1/2" Stone Patio 1 2780 S. Horseshoe Drive Suite 5
Drill 1" Holes in Drill 1" Holes in Cut Hole in Grate to Match Pool Pool Naples, FL 34104
NDS 9" Square Catch Basin
side of Box (12) side of Box (20) Opening of Downspout Pipe Pool Deck 1 (239) 430-1661
1" Air Gap 1 Water Surface
Drill Holes in 6" PVC Pipe Stone Design@ALDinc.net
Bottom of Box Filter Fabric Glue Stones Together
No 57 Stone, 8" Depth at joints adjacent to Channel Drain 4" Concrete Slab w/ 6" Pool Tile License LC26000259
channel drain
NDS #66 - 6" Sewer
From Bottom of Basin
Filter Fabric 6" Drain Pipe Drill 1" Holes in 6"x6" 10 gau. Welded Pebblecrete Finish
side of Box (12) & Drain Pipe Riser Wire Mesh or Fibercrete Christian Andrea
No 57 Stone, 8" Depth (Length as Required) Pool Beam
From Bottom of Basin Drill 1" Holes in Compacted Subgrade
bottom of Box Pool Beam
6" Drain Pipe 95% Optimun Proctor Density Bottom Drain End Drain
Filter Fabric 1 " Thick Stone Coping Adapter Option Adapter Option
1
NDS 9" Square Catch Basin 6" Waterline Tile 2
NDS Mini or SPEE-D Channel Drain 1 Channel Drain
No 57 Stone Pool Beam Pool Decking w/ " gap
2
Mud Set Pavers 1
Pool Deck Slab 1 1
Compacted Subgrade
Drill 1" Holes in License No. 1178

bottom of Box
Copyright Architectural Land Design ©
Saw Cuts within the channel drain grate

Paver Detail Paver Detail Stone Paver Detail
B1 Scale: 1/2" = 1'-0" B2 Scale: 1/2" = 1'-0" C1 Scale: 1/2" = 1'-0"

Mulch (planter beds only)
Stone Deck
Brookstone Border Double Soldier Course
(where pavers are adjacent to the planting beds) Mulch (planter beds only) Miter Cut
Miter Cut 4" x 8" Paver Border 1" +\- Thick Mortar bed
1" Sand Brookstone Border (Optional Schluter Drain Material)
6" Compacted Limerock (where pavers are adjacent to the planting beds)
4" Concrete Slab
Pavers 1" Sand 1 6x6, 10ga. Welded Wire Mesh
6" Compacted Limerock
L:\21-102 Toscana 959 17th Ave S\ALD-Dwgs\21-102 - 0e.dwg, Plotted on 08.31.2019 / 11:04 PM by Christian Andrea
or Fibercrete
Pavers

Compacted Subgrade 95%
Optimun Proctor Density
Compacted Subgrade
95% Optimun Proctor Density 12x24 Stone Border Brookstone Border
(where pavers are adjacent to the planting beds)
Concrete Wedge Compacted Subgrade Set stone on concrete
Double Soldier Course 95% Optimun Proctor Density Mulch (planter beds only)
4x8 Paver Border Concrete Wedge 959 17th Avenue South 959 17th Ave S ty e DETAILS

Mega Smooth Herringbone Pattern 12"x18" Staggered Running Bond Pattern
Mega Smooth
Herringbone Pattern
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.

Wood Deck Detail CBS Retaining Wall Section CBS Retaining Wall Section
C2 Scale: 1/2" = 1'-0" D1 Scale: 1/2" = 1'-0" D2 Scale: 1/2" = 1'-0"

All deck to be screwed in place with
3" stainless steel screws See Structurals for Details See Structurals for Details
1.5" x6" Trex Decking (Installed w/ hidden deck Stone Pavers TBD
fasteners and slotted decking) 6x6 10 gau. Welded Wire
Finished Grade 1" +\- Thick Mortar bed
1 3" x 8" Marine Grade Joists Mesh or FIbercrete w/ Schluter Drain Material
Installed 16" O.C. Stone Coping
Stone Coping
3" x 8" Marine Grade Beams Height varies 4" Concrete Slab
Waterproofing
Stucco Finish
2" Dia. Weep Holes, 10' O.C. #57 Stone Height varies
Concrete Block retaining wall, Filter Fabric Stucco Finish
waterproof inside edge Concrete Block retaining wall,
Finished Grade 4" Corrugated waterproof inside edge
Perforated Pipe Finished Grade
Structure By Others
Structure By Others
12" #57 Stone
(beneath Deck for Drainage
System to be installed)
Decking (Confirm Material Fountain Emitter Detail
Selection w/ owner) Compact subgrade 95% Compact subgrade 95%
Optimum Proctor Density
Optimum Proctor Density G Scale: 1" = 1'-0"

Model: RPWJ-DFJ

hr
Fountain Emitter stainless steel
1/2"-3/8" valved separately
Pool Gate Detail (3' Gate) Fence Detail Stair Detail Must shoot 3'-0' from coping. Drawing Date: PM 07.20.21
E1 Scale: 1/2" = 1'-0" E2 Scale: 1/2" = 1'-0" F Scale: 1" = 1'-0" A e 1 1 Waterstop Flange Scale: ----
Pool Coping

Gate Opener - Magnetic See Plan for Actual See Structurals Grade 21.102
Self-Latching System Number of Steps.
5
1.25" x 1.25" Channel 1.25" x 1.25" Channel Provide option for Schluter Drain Material Water Surface
.062" Topwall 1 Stone Deck TBD
1 Spacing between rails is to be so

.078" Sidewall 1 3/4" PVC (Socket)
that a 4" sphere cannot penetrate.
6" Pool Tile Supply Connection
Spacing between rails 12" tread, 6" Risers Typ.
7 t tt te 1 - 1 Thick Piece of 1/4" PVC Pipe are Pool Beam Architectural Information Provided By: ----
is to be so that a 4" Pool Finish
sphere cannot penetrate. 1 1 NOTE: File Name: 21-102 - 0e.dwg
A 1/2" x 1/4" Reducer & Short
2"
4"
Stone Coping TBD
Company Name:
Included for you use in Connecting
4" Concrete Slab w/
.75" x .75" Channel 6"x6" 10 gau. Welded the Deck Jet Drain, if Needed. File Name: ----
Date:
----
2" x 2" x .093 Wire Mesh or Fibercrete Stone Deck TBD TECHNICAL AND HYDRAULIC DATA Site Information Provided By:
Welded U-Frame #4 Rebar @ 18" oc PVC THROW @ 60° ANGLE Company Name: ----
----
File Name:
MODEL SLIP DISTANCE 3' 4' 6' 8' Date: ----
6" x 6" x 12" 1 1 (FAN JET) NOZZLE MAX. APEX @ 60° 14" 20" 34" 52"
3.5
3/4"
RPWJ-DFJ
2.0
2.5
1.5
GPM
Deep Concrete Footer Compact Sub grade 95% SPREAD 6" 12" 44" 84"
Grade Grade #4 Rebar NOTE: AN 8" MINIMUM WALL THICKNESS REQUIRED TO INSTALL UNIT.
Optimum Proctor Density NOTE: USE ONLY PURPLE PRIMER AND HEAVY BODY GRAY PVC GLUE TO INSTALL.
SPECIFICATION DATA: High strength thermoplastic niche body with
.75" x .75" Channel waterstop/key flange, rebar attachment holes, adjustable brass fan nozzle,
C COPYRIGHT 2006 ROMAN FOUNTAINS
ALL RIGHTS RESERVED recessed brass cover plate with stainless steel cover fasteners, 3/4" PVC (socket)
2" x 2" x .093 Post supply connection, and 1/2" PVC (ftg) drain connection.
4" Concrete Slab w/ ROMAN FOUNTAINS CORP.
P.O. Drawer 10190 Contractor to verify property lines and setbacks before construction.
6"x6" 10 gau. Welded Albuquerque, N.M. 87184 DESIGN/APPLICATION DATA: RPWJ-DFJ Series, fan nozzle deck jets are designed 1.4
Contractor must have property lines staked and located,
for use in pools where a flush mounted deck nozzle is required. The modular
roman
Wire Mesh or Fibercrete fountains Phone #: (800) 794-1801 design facilitates ease of installation while providing a clean, unobtrusive, vandal
Fax #: (505) 343-8086
SM http://www.romanfountains.com
America's Fountain Company! resistant finish. and must verify plan dimensions and field conditions are consistent.
Any Inconsistencies w/ these plans need to be reported to ALD and the Owner.
Contractor shall verify that he has the most up to date plans, and that they have
Contractor shall verify that he has the most up to date plans, and that they have been approved and accepted by the Owner before commencing construction. been approved and accepted by the Owner before commencing construction.