Exhibits

City of Chandler — Regular Meeting (2026-05-27)

Extracted text (via pymupdf) 17880 characters

T
EXISTING
BUILDING
(APN: 303-09-027)
UTILITY
AREA
STORAGE AREA
BACK OF HOUSE
FRONT WAITING
AREA (BENCHES &
PLANTER POTS)
PROPOSED
GATE & ACCESS
TO REMAIN OPEN DURING
HOURS OF OPERATION
EGRESS & SERVICE ONLY
OLIVE
TREE
CITY OWNED
RIGHT OF WAY
AREA (NOT A PART)
EXISTING METER(S)
& BACKFLOW
PREVENTER(S)
UTILITIES TO REMAIN
IN PLACE. MINIMUM 3'
CLEARANCE ON ALL
SIDES
EXISTING
TRANSFORMER
MINIMUM 3'
CLEARANCE
ON ALL SIDES
EXISTING
PATIO
EXISTING FENCE &
CANOPY
FIRE TABLE &
ADIRONDACK
CHAIRS (TYP.)
NEW BAR
SIGHT VISIBILITY
TRIANGLE. PER
CITY OF CHANDLER
STD DTL. C-247
PROPOSED
GATE & ACCESS
TO REMAIN OPEN DURING
HOURS OF OPERATION
EGRESS & SERVICE ONLY
EXISTING PATIO
ENTRY
EXISTING PATIO
ENTRY
EXISTING PATIO
ENTRY
PLANTER
BED
PROPOSED
20'x30' SHADE
CANOPY
BY OTHERS
PROPOSED
FOUNTAIN
PROPERTY
LINE
PAVERS (TYP.)
5' MIN. PROPOSED
FENCE TO SCREEN
BACK OF HOUSE
MATCH EXISTING
FENCE COLOR AND
FINISH ON SITE
30'
SETBACK
25'
SETBACK
EXISTING
SHED
ARTIFICIAL
TURF
10'
PROPOSED
FENCE
SYMBOL
BOTANICAL / COMMON NAME
SIZE
TREES
Ficus nitida 'Columns' / Indian Laurel Columns
24" Box
Olea europaea 'Swan Hill' / Swan Hill Fruitless Olive
36" Box
SYMBOL
BOTANICAL / COMMON NAME
CONTAINER
SHRUBS
Chrysactinia mexicana / Damianita
5 gal.
Lavandula angustifolia / English Lavender
5 Gal.
Melampodium leucanthum / Blackfoot Daisy
5 gal.
Nerium oleander / Oleander
5 gal.
Olea europaea 'Montra' / Little Ollie Olive
5 gal.
VINES
Trachelospermum jasminoides / Chinese Star Jasmine
5 gal.
SYMBOL
DESCRIPTION
New Fencing
Paver - Porcelain Paver
Manuf.: Arterra by MSI
Proudct: LPAVNQUABEI2424
Color: Quartz Beige
Pattern: Running Bond
or Approved Equal
Turf - Artificial Grass
Manuf.: Arizona Artificial Lawns
Product: Coronado Artificial Turf
Or Approved Equal
Decomposed Granite
Size: 1/2" Screened; 2" Depth Min.
Color: Table Mesa Brown
Firepit
By Owner
Bench
By Owner
Planter Pots
By Owner
Water Fountain
By Owner
This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance of this document without written authorization by RSLA, LLC shall be without liability to RSLA, LLC.
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User:
C:\USERS\RYANSCHWARZER\ONEDRIVE - RSLANDCAPES.COM\_RSLA\ACQUA DI MARE\CAD\SHEETS\LS.DWG
May 16, 2026 12:04 PM
RYAN SCHWARZER
ACQUA DI MARE
106 S OREGON ST, CHANDLER, AZ, 85225
SHEET
DRAWN BY:
DESIGNED BY:
CHECKED BY:
PROJECT NO.:
SCALE:
----
AS SHOWN
DATE
DESCRIPTION
RAS
5/16/2026
SEAL
CAUTION: NOTICE TO CONTRACTOR
THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN
ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS
TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST
CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD
LOCATIONS OF THE UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING
UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS.
5/16/2026
5/16/2026
Contact Arizona 811 at least two full
working days before you begin excavation
Call 811 or click Arizona811.com
RAS
RAS
RSLA, LLC | 4471 S Basha Rd | Chandler, AZ 85248 | Tel. No. (951) 514-9018
01
of
PRELIMINARY
CONCEPTUAL SITE LAYOUT &
LANDSCAPE PLAN
01
NORTH
EXISTING
BUILDING
(APN: 303-09-027)
LANDSCAPE SCHEDULE
REFERENCE NOTES & MATERIALS
EXISTING
BUILDING
(APN: 303-09-028)
S. OREGON STREET
W. BOSTON STREET
ALLEY
GENERAL NOTES
1.
THIS PLAN IS CONCEPTUAL IN NATURE AND IS INTENDED TO ILLUSTRATE GENERAL
DESIGN INTENT, LAYOUT, AND LANDSCAPE PROGRAM ONLY. THIS IS NOT A FINAL
CONSTRUCTION DOCUMENT SET.
2.
FINAL LANDSCAPE CONSTRUCTION DOCUMENTS, INCLUDING DETAILED PLANS,
SPECIFICATIONS, AND CONSTRUCTION DETAILS, WILL BE PREPARED FOLLOWING
REVIEW AND APPROVAL OF THE OVERALL LAYOUT, DESIGN DIRECTION, AND
PROGRAM.
3.
ALL SITE ELEMENTS, LAYOUTS, AND QUANTITIES SHOWN ARE PRELIMINARY AND
SUBJECT TO REFINEMENT DURING SUBSEQUENT DESIGN PHASES AND
COORDINATION WITH THE PROJECT TEAM AND REVIEWING AGENCIES.
4.
SITE FURNISHINGS ARE BY OWNER. FURNISHINGS SHOWN ON THIS PLAN ARE FOR
REFERENCE ONLY AND DO NOT REPRESENT FINAL SELECTIONS, LOCATIONS, OR
QUANTITIES.
5.
SHADE STRUCTURES ARE BY OTHERS AND ARE SHOWN FOR REFERENCE ONLY.
COORDINATE FINAL DESIGN, LAYOUT, AND STRUCTURAL REQUIREMENTS WITH THE
APPROPRIATE CONSULTANT.
6.
EXISTING UTILITIES ARE PRESENT WITHIN THE PROJECT AREA AND SHALL BE
PROTECTED IN PLACE. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS AND
MAINTAIN REQUIRED CLEARANCES PRIOR TO CONSTRUCTION.
7.
LANDSCAPE AND IRRIGATION DESIGN SHOWN IS PRELIMINARY AND SUBJECT TO
REVISION BASED ON FINAL CIVIL, ARCHITECTURAL, AND UTILITY INFORMATION.
8.
NO GRADING OR DRAINAGE DESIGN IS INCLUDED IN THIS PLAN. REFER TO CIVIL
ENGINEERING PLANS FOR GRADING, DRAINAGE, AND RELATED IMPROVEMENTS.
CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS, CONDITIONS, AND SITE
FEATURES PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE
LANDSCAPE ARCHITECT FOR CLARIFICATION.
METAL FENCE
6' (TYP.)
4" BOTTOM GAP (TYP.)
24" SPLIT GAP (TYP.)
36" HEIGHT. (TYP.)
NOTES:
METAIL FENCE WITH POSTS AND RAILS/DIAGONALS IN X-PATTERN; MATCH
EXISTING FENCE ON SITE FOR SIZE, COLOR, AND FINISH. MAINTAIN TYPICAL POST
SPACING AND GAPS PER DETAIL; USE EXTERIOR-GRADE GALVANIZED OR
STAINLESS FASTENERS, WELD JOINTS; SURFACE MOUNTED. MAINTAIN 3' HEIGHT
AND 4" BOTTOM CLEARANCE; CONTRACTOR TO VERIFY ALL FIELD DIMENSIONS.
FENCING DESIGN INTENT
SCALE: N.T.S.
1
LIGHTING NOTE
1.
PROPOSED SITE LIGHTING WILL INCLUDE STRING/BISTRO LIGHTS, UPLIGHTS,
DOWNLIGHTS, AND PATH LIGHTS ASSOCIATED WITH THE PATIO ENVIRONMENT.
DOWNLIGHTS MAY BE ATTACHED TO BUILDINGS, CANOPIES, OR OTHER SITE
STRUCTURES. FINAL LIGHTING DESIGN, FIXTURE SELECTIONS, AND LOCATIONS
ARE NOT INCLUDED WITH THIS SUBMITTAL AND WILL BE PROVIDED AT A LATER
DATE.
ALL PROPOSED LIGHTING SHALL BE DESIGNED IN ACCORDANCE WITH APPLICABLE
CITY REQUIREMENTS AND SHALL REMAIN COMPATIBLE WITH THE HISTORIC
CHARACTER OF THE SURROUNDING AREA.
ALLEY ACCESS NOTE
EXISTING REAR ALLEY ACCESS, SERVICE FUNCTIONS, UTILITIES, AND EMERGENCY
ACCESS SHALL REMAIN OPERATIONAL AND UNOBSTRUCTED. THE PRELIMINARY
PATIO, BAR, CANOPY, LANDSCAPE, AND SITE IMPROVEMENTS SHOWN ARE
INTENDED TO ESTABLISH GENERAL DESIGN INTENT AND PEDESTRIAN ACTIVATION
OF THE PATIO ENVIRONMENT. FINAL CONFIGURATION OF STRUCTURES, FENCING,
GATES, CLEARANCES, ACCESS, AND SERVICE CONDITIONS SHALL BE REFINED AND
COORDINATED AS NECESSARY TO COMPLY WITH APPLICABLE CITY, FIRE, BUILDING,
AND UTILITY REQUIREMENTS. THIS PROJECT CONSISTS OF IMPROVEMENTS TO AN
EXISTING DEVELOPED INFILL SITE WITHIN THE DOWNTOWN AREA.

Sheet 1
GENERAL NOTES
GENERAL NOTES
BASIS OF DESIGN
LOADS:
ROOFS:
ROOF LIVE LOAD =
PSF
10
SNOW LOAD = PSF
0
ROOF DEAD LOAD = PSF
2
LATERAL:
3 SECOND WIND GUST =
PSF
115
MIN DESIGN WIND LOAD =
PSF
16
EXPOSURE C
RISK CATEGORY II
SEISMIC:
RISK CATEGORY II
SEISMIC IMPORTANCE FACTOR = 1
S = 0.180 S₁ = 0.058
S
SITE CLASSIFICATION = D
S = 0.190 S = 0.110
DS
D1
SEISMIC DESIGN CATEGORY = D
STEEL ORDINARY CANTILEVER COLUMN SYSTEM (SCCS) MOMENT FRAME.
R = 1.25 EQUIVALENT LATERAL FORCE PROCEDURE
DESIGN BASE SHEAR = 104 LBS
CS = 0.152
T = 0.104 FUNDAMENTAL PERIOD
FOUNDATIONS
SOILS REPORT:
A. The contractor is to verify that the assumed soil bearing pressure can be obtained. (See Basis of Design)
1. CODES AND STANDARDS. Comply with the following Codes:
A. ACI 318, "Building Code Requirements for Reinforced Concrete".
B. ACI 347, "Recommended Practice for Concrete Form Work".
2. MATERIALS shall conform to the following:
A. Cement; ASTM C150, Type V, Portland Cement.
B. Hard rock aggregates: ASTM C33
Lightweight aggregates: ASTM C330
C. Water shall be potable.
D. Air entrainment: ASTM C260
E. Fly ash: ASTM C618
F. Calcium chloride SHALL NOT be used.
3. MIX DESIGNS:
A. The maximum slump shall be 4" w/o plasticizer added.
B. Use pea gravel and/or plasticizer in congested areas.
C. Limit fly ash to 20% of the total cement.
D. Concrete mixes shall conform to the following:
TYPE OF 28 DAY MAX. MAX. MAX. AIR MIN.
CONCRETE STRENGTH W/C DRY AGGREGATE CEMENT
MEMBER WEIGHT SIZE PER YD.
(psi) (ratio) (pcf) (inches) (%) (lbs)
Footings & slabs
on grade*: 2500 0.45 150 3/4 3 ±1 517
*(Special Inspection not required)
4. CONSTRUCTION:
A. Mechanically vibrate concrete during placement.
5. FOOTINGS:
A. Bear footings on properly prepared materials.
B. Center footings on the wall or column above, UNO.
C. Exterior footings to be embedded a minimum depth. See Basis of Design.
REINFORCING STEEL
1. CODES AND STANDARDS. Comply with:
A. CRSI "Manual of Standard Practice".
B. ACI "Detailing Manual", ACI 315 (or SP-66).
2. MATERIALS:
A. New stock deformed rebar: ASTM A615, Grade 40
3. CONSTRUCTION:
A. Detail, bolster, and support all rebar. Tie bars securely with proper clearances before casting concrete.
B. Use rebar free flaky rust, grease, dirt, and other materials, which affect bond.
C. Minimum lap splices (inches): (Minimum lap 24”)
#3 #4 #5 #6
Concrete: 16” 24” 24” 33”
Masonry: 8” block & ((1) bar in cell & centered in wall):
16” 20” 27” -
8” block & ((2) bars in cell & 2-1/2” clear cover):
16” 24” 36” -
D. Make cold bends. DO NOT use heat. DO NOT rebend a previously bent bar.
E. Minimum concrete cover: (securely position and anchor rebar prior to pour)
Cast against and permanently exposed to earth .. 3"
Exposed to earth or weather:
#6 and larger ............................... 2"
#5 and smaller .............................. 1-1/2"
Slabs-On-Grade (SOG) .............. Center of slab, UNO
F. DO NOT weld reinforcing unless specifically noted.
ALUMINUM
ALUMINUM MEMBERS SHALL CONFORM TO AA ADMI-10 (CURRENT EDITION)
AND THE SPECIFICATIONS LISTED IN THE TABLE BELOW
1. All bolts shall be installed as bearing type connection with threads included. All high strength bolts shall be fully pre-tensioned
using load indicator washers or load indicator bolts
2. Welding shall be preformed by a certified welder w/ experience in Aluminum welded. All welding shall conform to AWS D1.2 latest
structural welding code-aluminum
3. Other materials (Bolts, Nuts, Washers, etc.) may be used in construction where contact of dissimilar metals may cause elctrolysis
or where aluminum will come in contact w/ concrete, mortar or plaster, the contact surface of the aluminum shall be coated w/
(1) coat of zinc chromate primer and or heavy coat of aluminum pigmented asphalt paint.
ALUMINUM MEMBER PROPERTIES
SHAPE
RT (RECTANGLE)
STANDARD
6061-T6
fy (KSI)
35
2024 IBC - ASCE 7-22

Acqua Di’Mare
30' x 20’ Extruded Aluminum Cantilever
106 S Oregon St
Chandler, Arizona
Prepared By:
Reviewed By:
Date:
Revision:
2447 West 12th Street, Ste #1 Phone: 480 927-9696
Tempe, Arizona 85281 Fax: 480 927-9797
E-Mail: ammtec@ammtec.com www.ammtec.com
LAH
AEM
3/6/2026
Mar 06, 2026
SIGN

Sheet 2
Side Elevation
Member
Beam
Fascia
Column
Roof
Size
(2) RT2x10x0.125 Extruded Aluminum
RT2x10x0.125 Extruded Aluminum
RT8x8x0.250 Extruded Aluminum
3” IRP Panel x 0.024” ESR-2444
Foundation Plan
Top View
Member Schedule
4” thick concrete slab on free
draining gravel or patio pavers.
B
S3
20'-0"
30'-0"
20'-0"
NOTE: Install Beam at Incline to account for
NOTE: Install Beam at Incline to account for
Structure Deflection.
Structure Deflection.
Deflection With Dead Load Only = 1.37 in
Deflection With Dead Load Only = 1.37 in
Deflection Under Worst Case Loading = 6.48 in
Deflection Under Worst Case Loading = 6.48 in
NOTE: Install Beam at Incline to account for
Structure Deflection.
Deflection With Dead Load Only = 1.37 in
Deflection Under Worst Case Loading = 6.48 in
Front Elevation
9'-0"
9'-0"
9'-0"
Column -
Column -
Per Schedule
Per Schedule
Column -
Per Schedule
Column Per Schedule
Column Per Schedule
Column Per Schedule
4'-6"
Fascia - Per Schedule
Fascia - Per Schedule
Fascia - Per Schedule
Roof - Per Schedule
Roof - Per Schedule
Roof - Per Schedule
4'-6"
4'-6"
4'-6"
4’-6” x 4’-6” x 24” Footing,
w/ #4 bars @ 8”O.C.E.W.
Top and Bottom
(3” clear cover @ bottom)
7'-2"
Max
Max
Max
4’-6” x 4’-6” x 24” Footing,
w/ #4 bars @ 8”O.C.E.W.
Top and Bottom
(3” clear cover @ bottom)
A
S3
C
S3
1'-5"
1'-5"
12'-0"
13'-7"
13'-7"
8'-0"
Beam - Per Schedule
Beam - Per Schedule
Beam - Per Schedule
Fascia - Per Schedule
Fascia - Per Schedule
Fascia - Per Schedule
Fascia - Per Schedule
Fascia - Per Schedule
Fascia - Per Schedule
Roof - Per Schedule
Roof - Per Schedule
Roof - Per Schedule
Beam - Per Schedule
Beam - Per Schedule
Beam - Per Schedule
Beam - Per Schedule
Beam - Per Schedule
Beam - Per Schedule
Fascia - Per Schedule
Fascia - Per Schedule
Fascia - Per Schedule
Fascia - Per Schedule
Fascia - Per Schedule
Fascia - Per Schedule
13'-7"
13'-7"
7'-2"
7'-0"
3'-0"
3'-0"
3'-0"
7’-0” x 3’-0” x 18” Footing,
w/ #4 bars @ 8”O.C.E.W.
Top and Bottom
(3” clear cover @ bottom)
Roof - Per Schedule
Roof - Per Schedule
Roof - Per Schedule
B
S3
30'-0"
9'-0"
9'-0"
9'-0"
Column Per
Column Per
Schedule
Schedule
Column Per
Schedule
Fascia - Per
Fascia - Per
Schedule
Schedule
Fascia - Per
Schedule
Max
Max
Max
4’-6” x 4’-6” x 24” Footing,
w/ #4 bars @ 8”O.C.E.W.
Top and Bottom
(3” clear cover @ bottom)
Roof - Per Schedule
Roof - Per Schedule
Roof - Per Schedule
7’-0” x 3’-0” x 18” Footing,
w/ #4 bars @ 8”O.C.E.W.
Top and Bottom
(3” clear cover @ bottom)
D
S3
E
S3
F
S3

Sheet 3
Fascia -
Fascia -
Per Schedule
Per Schedule
Fascia -
Per Schedule
Fascia to Fascia Connection
Beam Receiver -
Beam Receiver -
Per Extruded Aluminum
Per Extruded Aluminum
Beam Receiver -
Per Extruded Aluminum
Fascia -
Fascia -
Per Schedule
Per Schedule
Fascia -
Per Schedule
D
S3
Beam to Column Connection A
S3
Cantilever Footing Detail
B
S3
Beam -
Beam -
Per Schedule
Per Schedule
Beam -
Per Schedule
Column -
Column -
Per Schedule
Per Schedule
Column -
Per Schedule
Column -
Column -
Per Schedule
Per Schedule
Column -
Per Schedule
Side View
Top View
1¼”
1¼”
1¾”
1-7/8” 1-7/8”
8”
1¼”
1¼” 7-7/8”
10-3/8”
(8) Steel 5/8”
(8) Steel 5/8”
A307 Bolts
A307 Bolts
(8) Steel 5/8”
A307 Bolts
(8) Steel 5/8”
(8) Steel 5/8”
A307 Bolts
A307 Bolts
(8) Steel 5/8”
A307 Bolts
18”
Min
7’-0”
#4 @ 8” O.C.E.W.
Top and Bottom
(3” clear cover @ bottom)
9” Min Embed
Column, Per
Schedule
12” Min Long #4 Thru
Pre-Drilled Hole
6”
12” Min Embed
Column, Per
Schedule
12” Min Long #4 Thru
Pre-Drilled Hole
(Parallel to Beams)
3” Min to Edge
2” Min
2” Min
3” Min
24”
Min
54” Min
#4@8” O.C.E.W.
Top and Bottom
Typical Footing Detail
C
S3
Fascia -
Fascia -
Per Schedule
Per Schedule
Fascia -
Per Schedule
Beam -
Beam -
Per Schedule
Per Schedule
Beam -
Per Schedule
Interior Bracket Connector
Interior Bracket Connector
w/ (9) #14 Screws
w/ (9) #14 Screws
Interior Bracket Connector
w/ (9) #14 Screws
1¾”
1¾”
1¾”
1¾”
1¾”
1¾”
Varies, per
Varies, per
Beam Schedule
Beam Schedule
Varies, per
Beam Schedule
Beam to Fascia Connection
Interior Bracket Connector
Interior Bracket Connector
Interior Bracket Connector
E
S3
Roof Panel to Fascia
F
S3
#12 Tek Screws (5” Min Length)
#12 Tek Screws (5” Min Length)
@ 12” O.C. Into Pre-Drilled Holes
@ 12” O.C. Into Pre-Drilled Holes
#12 Tek Screws (5” Min Length)
@ 12” O.C. Into Pre-Drilled Holes
IRP Panel Roof -
IRP Panel Roof -
Per Schedule
Per Schedule
IRP Panel Roof -
Per Schedule
Fascia - Per
Fascia - Per
Schedule
Schedule
Fascia - Per
Schedule
Aluminum
Aluminum
C-Channel Fascia
C-Channel Fascia
Aluminum
C-Channel Fascia