Development Booklet, Attachment A
Extracted text (via pymupdf)
54913 characters
A.P.N. 302-43-894
PROPOSED
BUILDING
12,500 S.F.
TRANSFORMERS
ELECTRICAL
BOXES
IRRIGATION BOX (TYP)
RETENTION (TYP)
DOUBLE WASTE
CONTAINER 24'x12'
CABLE BOX
COVERED
PARKING (TYP)
N O R T H P L E A S A N T D R .
W E S T K N O X R D .
LOADING ZONE 1 - SEE DET. 2/SP103
LOADING ZONE 2 - SEE DET. 2/SP103
35'-0"
RADIUS
55'-0"
RADIUS
35'-0"
RADIUS
55'-0"
RADIUS
35'-0"
RADIUS
55'-0"
RADIUS
35'-0"
RADIUS
55'-0"
RADIUS
EXISTING 2-
STORY BLOCK
BUILDING
12,646 S.F.
HEIGHT = 25'+
A.P.N. 302-43-180Z
EXISTING TRACT 'C'
JUTLAND 4141 INVESTMENTS LTD.
A.P.N. 302-43-180Y
50' BUILDING SETBACK
25' BUILDING SETBACK
SCREENED EMERGENCY
GENERATOR
Sheet Title:
Sheet No:
Project No:
Registration:
Drawn By:
7700 E Indian School RdScottsdale, AZ 85251
Jammon@JammonStudios.com
602.689.9552
Date:
Reviewed By:
Architecture | Entitlements | Development Management
SITE PLAN_DROP OFF &
LOADING ZONES
SP103
PHOENICIAN MEDICAL CENTER AT 1345
1345 N. ALMA SCHOOL RD.
CHANDLER, AZ 85224
1345
JammonStudios
07/15/2021
JA
scale 1" = 50'-0"
1 SITE PLAN
N
scale 1/8" = 1'-0"
2 LOADING ZONE 2
DETAIL C-261, TYPE"A" SINGLE LOADING ZONE
No:
Revision
Date
N 45° 00'00" E 119.87'
N 90° 00'00" E 71.83'
S 45° 00'00" E
55.54'
S 45° 00'00" W 170.66'
N 45° 00'00" W 106.33'
A.P.N. 302-43-894
7'-0" ELEC. EASEMENT
8'-0" PUBLIC UTILITY
EASEMENT
8' - 0"
RIGHT OF WAY
30' - 0"
PAVERS
GRAVEL
GRASS
GRASS
GRASS
GRAVEL
GRAVEL
GRAVEL
GRAVEL
GRAVEL
GRASS
GRASS
GRASS
GRASS
PROPOSED BUILDING
12,625 S.F.
SPEED BUMP
N 45° 00'00" E
61.39'
N 29° 39'45" E 113.32'
N 90° 00'00" W 300.98'
S 45° 00'00" W 170.67'
S 45° 00'00" E 106.33'
EXISTING 2-STORY BLOCK BUILDING
12,646 S.F.
HEIGHT = 25'+
A.P.N. 302-43-180Z
EXISTING TRACT 'C'
JUTLAND 4141 INVESTMENTS LTD.
A.P.N. 302-43-180Y
EXISTING TRACT 'C'
JUTLAND 4141 INVESTMENTS LTD.
A.P.N. 302-43-898
8'-0" ELEC. EASEMENT
8'-0" PUBLIC UTILITY
EASEMENT
8' - 0"
8' - 0"
NEW STRIPING @
EXISTING PARKING
STALLS FOR ADA
NEW CONCRETE
WALK
NEW CONCRETE
WALK
NEW CONCRETE WALK
NEW CONCRETE
WALKS
NEW LANDSCAPE
AROUND ENTIRE
BUILDING PERIMETER
EXISTING DUMPSTER
TO REMAIR
[E] DRIVE
24' - 4 1/4"
[E] STORM DRAIN
[E] STORM DRAIN
[E] STORM DRAIN
[E] SITE LIGHT
[E] SITE LIGHT
[E] SITE
LIGHT
[E] SITE LIGHT
[E] SITE LIGHT
[E] PARKING TO REMAIN
[E] PARKING TO REMAIN
[E] PARKING TO REMAIN
[E] PARKING TO REMAIN
[E] PARKING TO REMAIN
[E] PARKING TO REMAIN
[E] PARKING TO REMAIN
[E] PARKING TO REMAIN
[E] PARKING TO REMAIN
[E] PARKING TO REMAIN
[E] PARKING
TO REMAIN
[E] PARKING
TO REMAIN
[E] PARKING TO REMAIN
[E] PARKING TO REMAIN
[E] PARKING TO REMAIN
21' - 3 1/2"
1' - 5"
1' - 10 1/2"
10' - 5"
19' - 11"
20' - 11"
10' - 7 1/2"
2' - 1 1/2"
35' - 3 1/2"
8' - 3"
EMERGENCY GENERATOR
(SCREENED)
FDC/FIRE RISER
SES LOCATION
(N) ADA RAMP
SEE DET. 3/SP101
6' - 0"10' - 0"
22' - 0"
15' - 0"
15' - 0"
DROP OFF &
LOADING ZONE
DETAIL C-261
PAR PAL FAMILY LP
5310 E CAMELBACK RD
PHOENIX AZ 85018
BOBBY TULI
480.323.0244
BOBBY@PHOENICIANMEDICAL.COM
OWNER
CYPRESS CIVIL DEVELOPMENT
4450 NORTH 12TH STREET #228
PHOENIX, AZ 85014
JEFF HUNT, PE
623.282.2498
JPHUNT@CYPRESSCIVIL.COM
CIVIL ENGINEER
JAMMONSTUDIOS
7465 E OSBORN RD
SCOTTSDALE, AZ 85251
JONATHAN AMMON
602.689.9552
JAMMON@JAMMONSTUDIOS.COM
ARCHITECT
DESIGN ETHIC, LLC
7525 EAST 6TH AVE
SCOTTSDALE, AZ 85251
BRANDON PAUL
480.225.7077
BPAUL@DESIGNETHIC.NET
LANDSCAPE ARCHITECT
PROJECT TEAM
STATEMENT OF INTENT
THE GROUND UP CONSTRUCTION OF A NEW 12,625 SF MEDICAL OFFICE BUILDING. SERVICES WILL INCLUDE 4 SURGICAL SUITES (3 OPERATING
ROOMS AND 1 CATHETERIZATION LAB). THIS PROJECT WILL COMPLETE THE DEVELOPMENT OF THE GENERAL AREA BY BUILDING ON THE LAST
OPEN PARCEL.
THE BUILDING WILL BE A TYPE IIB CONSTRUCTION (METAL FRAMED BUILDING WITH FASCIA BRICK VENEER &/OR MASONRY).
THE DESIGN AND ARCHITECTURAL INTEGRITY OF THE 2 STORY BUILDING (~24-27 FT IN HEIGHT, SINGLE STORY) REFERENCES THE WHITE
MASONRY CONTEXT OF ITS SURROUNDINGS, ALL OF WHICH HAVE AT LEAST 2 LEVELS.
THE PATTERNED EXTRUSION OF A SINGLE MASONRY ELEMENT IS THE PRIMARY DESIGN ACCENT. THE EXTRUSION PATTERN CREATES BOTH A
DESIGN RHYTHM AMONG ALL FACADES AND ALSO SERVES AS A HORIZONTAL BANDING ELEMENT TO CREATE SCALE AND CONTINUITY. EACH
EXTRUSION WILL CAST A SMALL SHADOW, CREATING ADDITIONAL DEPTH AND TEXTURE ON EACH FACADE AT DIFFERENT TIMES OF THE DAY.
THE SHADING ELEMENTS AROUND THE WINDOWS ARE METAL/STEEL FRAMED CANOPY SYSTEMS THAT INCLUDE EITHER A PERFORATED METAL
PANEL (OVER THE EASTERN/SOUTHERN FENESTRATION) OR AN ANGLE FIN ELEMENT (OVER THE SOUTHERN BUILDING ENTRANCE).
A NEW LANDSCAPE CONCEPT ACTIVATES THE MAIN (SOUTHERN) ENTRANCE OF THE BUILDING AND ALSO COMPLETES THE WALKWAY SPACE
THE PROPOSED BUILDING'S NORTH.
PER THE PRETECHNICAL MEETING AND REVIEW, IN ORDER TO MEET THE LARGER SITE'S PARKING REQUIREMENT, THE OWNER WILL INCLUDE 2
ADDITIONAL DROP-OFF AREAS ON THE WESTERN AND NORTHWEST SITE AREAS. PER THE CITY OF CHANDLER’S STANDARD DETAIL C-261, THIS
WILL BE A TYPE ‘B’ SINGLE ZONE.
CONSTRUCTION TYPE
TYPE IIB CONSTRUCTION
CODES & ORDINANCES
2018 INTERNATIONAL BUILDING CODE W/ CHANDLER AMENDMENTS
2018 INTERNATIONAL PLUMBING CODE W/ CHANDLER AMENDMENTS
2018 INTERNATIONAL MECHANICAL CODE W/ CHANDLER AMENDMENTS
2018 INTERNATIONAL FIRE CODE
2018 INTERNATIONAL ENERGY CONSERVATION CODE
2018 INTERNATIONAL FUEL GAS CODE
2017 NATIONAL ELECTRICAL CODE
2009 ICC/ANSI A117.1 2010 ADA
NO NEW EXTERIOR SITE LIGHTING
EXTERIOR BUILDING LIGHTING WILL BE PART OF
DESIGN REVIEW AND APPROVAL. PHOTOMETRIC
DOCUMENTATION NOT REQUIRED AT THIS TIME
LIGHTING
SITE DATA
TOTAL SITE AREA
16857 SF (0.39 AC)
TOTAL BUILDING AREA
12625 SF 75% OF TOTAL SITE AREA
TOTAL LANDSCAPE AREA
2894 SF 17% OF TOTAL SITE AREA
TOTAL PARKING SPACES REQUIRED
84
REGULAR PARKING SPACES PROVIDED
78
HANDICAP SPACES PROVIDED
2 (2 CARS / 0 VAN)
TOTAL OF ALL PARKING SPACES PROVIDED
80
BUILDING HEIGHT
27'-0" (MAX) / (24'-0" PRIMARY)
DROP OFF ZONES FOR
20% PARKING REDUCTION
2
1 ON EAST SIDE OF PROPOSED BLDG
1 ON NORTH SIDE OF LARGER DEV.
SEE SHEET SP103 DETAIL C-261
•
ALL SITE IMPROVEMENTS, INCLUDING LANDSCAPE AND SITE
CLEANUP, MUST BE COMPLETED PRIOR TO CERTIFICATE OF
OCCUPANCY FOR ANY BUILDING WITHIN A PHASE
•
ALL ROOF MOUNTED MECHANICAL EQUIPMENT SHALL BE
FULLY SCREENED BY PARAPET WALLS EQUAL TO, OR
GREATER THAN, THE HIGHEST POINT ON THE MECHANICAL
EQUIPMENT
•
SOLID MASONRY WALLS AND GATES EQUAL TO, OR
GREATER THAN, THE HIGHEST POINT ON THE MECHANICAL
EQUIPMENT SHALL SCREEN ALL GROUND MOUNTED
MECHANICAL EQUIPMENT
•
ALL EXTERNAL LIGHTING SHALL BE LOCATED AND DESIGNED
TO PREVENT RAYS FROM BEING DIRECTED OFF OF THE
PROPERTY UPON WHICH THE LIGHTING IS LOCATED
•
THE FIRE DEPARTMENT DOUBLE CHECK ASSEMBLY SHALL
BE PAINTED TO MATCH THE ADJACENT WALL COLOR
•
SIGNS REQUIRE SEPARATE PERMIT
•
THERE SHALL BE NO OBSTRUCTION OF SITE SIGNAGE BY
LANDSCAPE PLANT MATERIAL, AND THAT SUCH MUST BE
RELOCATED/CORRECTED BEFORE THE FIELD INSPECTION
WILL ACCEPT/PASS THE SIGN IN THE FIELD OR ISSUE A
CERTIFICATE OF OCCUPANCY FOR A PROJECT
•
ALL TRANSFORMER BOCES, METER PANELS AND ELECTRIC
EQUIPMENT, BACKFLOR DEVICES OR ANY OTHER UTILITY
EQUIPMENT NOT ABLE TO BE OR REQUIRED TO BE
SCREENED BY LANDSCAPING OR WALLS, SHALL BE PAINTED
TO MATCH THE BUILDING COLOR
•
ALL WALLS OVER 7' IN HEIGHT, SITE LIGHTING, SIGNAGE,
RAMADAS AND SHADE STRUCTURES REQUIRE SEPARATE
SUBMITAL AND PERMITS
NOTES
PROJECT DATA
PHOENICIAN MEDICAL AMBULATORY SURGICAL CENTER
PRETECH #
PRE20-0086
PROJECT SCOPE INCLUDES:
•
GROUND UP 12,625 SF TYPE IIB BUILDING (2 STORY, 1 LEVEL)
•
EXTERIOR LIGHTING ALONG SHADING STRUCTURE
•
MODICATION OF 2 EXISTING SPACES TO 2 NEW ADA PARKING SPACES
•
NO CHANGES TO:
•
[E] NON-ADA PARKING SPACES AND DRIVE AISLES
•
[E] RETENTION BASINS
•
[E] SITE LIGHTING
1345 N ALMA SCHOOL ROAD
CHANDLER, AZ 85224
PARCEL:
302-43-894
S/T/R:
21 15 5E
ZONING:
PAD
LOT AREA:
16,857 SF (0.39AC)
OCCUPANCY
B - BUSINESS GROUP (MEDICAL)
FIRE SPRINKLER
YES
SETBACKS
N/S/E/W (0'-0")
PARKING CALCULATIONS
INCLUSION OF 2 PASSENGER LOADING ZONES ON THE WESTERN AND
NORTHWESTERN AREA OF THE LARGER SITE DEVELOPMENT DECREASES THE
PARKING REQUIREMENT FOR THE PROPOSED BUILDING SQUARE FOOTAGE TO
MEET THE EXISTING NUMBER OF PARKING SPACES AVAILABLE. A 20%
REDUCTION YIELDS AN AVAILABLE 1.4 SPACES. THIS ALLOWS THE ALTERATION
OF 3 EXISTING PARKING SPACES TO BECOME 2 ADA SPACES
CONFIRMATION DATE:
11/12/2020 DAVID DE LA TORRE
5' - 0"
10' - 0"
9' - 0"
9' - 0"
10' - 6"
18' - 0"
28' - 0"
Sheet Title:
Sheet No:
Project No:
Registration:
Drawn By:
7700 E Indian School RdScottsdale, AZ 85251
Jammon@JammonStudios.com
602.689.9552
Date:
Reviewed By:
Architecture | Entitlements | Development Management
SITE PLAN
SP101
PHOENICIAN MEDICAL CENTER AT 1345
1345 N. ALMA SCHOOL RD.
CHANDLER, AZ 85224
1345
JammonStudios
07/15/2021
JA
scale 1" = 25'-0"
1 Site
APPROVALS
ORIDINANCE 1694 FROM ZONING APPROVAL CASE Z86-100
THE FOURTH PREVIOUSLY PLANNED OFFICE BUILDING, WHICH HAS NOT BEEN CONSTRUCTED AS OF THIS DATE, SHALL NOT
BE CONSTRUCTED UNTIL A PRELIMINARY DEVELOPMNET PLAN IS SUBMITTED TO AND APPROVED BY THE CITY OF
CHANDLER. THE PRELIMINARY DEVELOPMNET PLAN SHALL BE ACCOMPANIED BY A DEFINITIVE PARKING STUDY WHICH
CLEARLY DEMONSTRATES THAT AVAILABLE PARKING AND/OR ADDITIONAL PROPOSED PARKING WILL MEET THE NEEDS OF
THE OFFICE BUILDING WITHOUT TAKING UP SPACES NEEDED BY THE RESTAURANTS DURING THE LUNCHEON HOURS.
0
50
75
100
25
GRAPHIC SCALE
scale 1/16" = 1'-0"
3 ADA PARKING
No:
Revision
Date
N 45° 00'00" W 106.33'
7'-0" ELEC. EASEMENT
8'-0" PUBLIC UTILITY
EASEMENT
8' - 0"
RIGHT OF WAY
30' - 0"
EXISTING DUMPSTER
TO REMAIR
20' - 11"
10' - 7 1/2"
FDC/FIRE RISER
SES LOCATION
15' - 0"
22' - 0"
15' - 0"
NEW CONCRETE WALK
[E] STORM DRAIN
[E] PARKING TO REMAIN
EMERGENCY GENERATOR
(SCREENED)
DROP OFF &
LOADING ZONE
DETAIL C-261
6' - 0"
10' - 0"
15' - 0"
22' - 0"
15' - 0"
10' - 0"
6' - 0"
DROP OFF &
LOADING ZONE
Sheet Title:
Sheet No:
Project No:
Registration:
Drawn By:
7700 E Indian School RdScottsdale, AZ 85251
Jammon@JammonStudios.com
602.689.9552
Date:
Reviewed By:
Architecture | Entitlements | Development Management
ENLARGED PLAN
SP102
PHOENICIAN MEDICAL CENTER AT 1345
1345 N. ALMA SCHOOL RD.
CHANDLER, AZ 85224
1345
JammonStudios
07/15/2021
JA
scale 1/16" = 1'-0"
1 DROP OFF & LOADING ZONE LOWER SITE
scale 1/16" = 1'-0"
2 DROP OFF & LOADING ZONE UPPER SITE
No:
Revision
Date
1" RIGID INSULATION
8" CMU BLOCK
(E) BLOCK @ 'CW' WALL TYPE
Wall Type Legend
2x6 WOOD STUDS
@ 16" O.C.
5/8" GWB EA. SIDE
1i
WS
1i
CW
5/8"
5 1/2"
5/8"
6 3/4"
7/8" METAL FURRING
CHANNELS
5/8" G.W.B.
1i
CMU
8" CMU BLOCK
7/8" METAL FURRING
CHANNELS
5/8" G.W.B.
3 1/2" SOUND BATTS
1i
BFC
2" BOARD FORMED
SLATS
8" STRUCTURAL
CONCRETE
10 5/8"
9 1/8"
7 5/8"
7/8"
5/8"
1/2"
1"
7 5/8"
7/8"
5/8"
8"
2"
10"
1 " RIGID INSULATION
1/2" GYPSUM WALL SHEATHING
2x6 WOOD STUDS
@ 16" O.C.
5 1/2" BATT INSUL.
5/8" G.W.B.
1i
WS/STUCCO
1/2" STUCCO BROWNCOAT
1/2" STUCCO BROWNCOAT
1/2"
1"
1/2"
5 1/2"
5/8"
8 1/8"
4' - 5"
5' - 0"
4' - 5"
5' - 0"
4' - 5"
5' - 0"
10' - 6 3/8"
16' - 0"
10' - 1 7/8"
3' - 4"
5' - 0"
1' - 5"
11' - 1"
3' - 10"
599 SF
OR-2
108
154 SF
SOILED
109
120 SF
STERILE
110
597 SF
OR-1
112
599 SF
CATH
LAB
114
154 SF
SOILED
115
120 SF
STERILE
116
596 SF
OR-3
117
354 SF
CORR
122
346 SF
STERILE
STORAGE
123
286 SF
MECH.
124
142 SF
BREAK
127
129 SF
RECEP.
129
487 SF
WAITING
130
315 SF
STERILE
STORAGE
131
185 SF
PATIENT
CHANGING
133
64 SF
REST. 1
134
65 SF
REST. 2
135
241 SF
SOILED
138
64 SF
REST. 3
139
68 SF
MEDS
140
144 SF
CLEAN
STORAGE
141
2344 SF
PATIENT
CARE
142
55 SF
JAN
143
143 SF
NURSE
144
140 SF
NURSE
145
220 SF
CATH
TECH
147
50 SF
DICTATION
148
327 SF
W.
LOCKER
149
389 SF
M.
LOCKER
150
100 SF
ELECTRICAL
151
100 SF
ELECTRICAL
152
120 SF
STORAGE
153
787 SF
CORRIDOR
155
122 SF
PATIENT
LOCKERS
156
BAY 1
BAY 2
BAY 3
BAY 4
BAY 5
BAY 6
BAY 7
BAY 8
BAY 9
BAY 10
BAY 11
BAY 12
INTERIOR LANDSCAPE
24' - 8"
130
131
142
156
151
155
16' - 0"
4' - 0"
16' - 0"
4' - 0"
16' - 0"
4' - 0"
16' - 0"
4' - 0"
16' - 0"
16' - 0"
10' - 0"
1' - 11"
10' - 0"
1' - 11"
10' - 0"
6' - 6"
10' - 5"
3' - 8"
6' - 4"
63 SF
MEDS
107
67 SF
REST. 4
113
OFFICE
118
135 SF
OFF. 2
119
5' - 0"
5' - 0"
5' - 0"
68 SF
FIRE.
RISER
120
5' - 0"
8' - 0"
4' - 0"
92 SF
MED.
GAS.
121
5' - 0"
50 SF
JAN.
132
8' - 2 1/2"
Sheet Title:
Sheet No:
Project No:
Registration:
Drawn By:
7465 E Osborn Rd #3, Scottsdale, AZ 85251
Jammon@JammonStudios.com
602.689.9552
Date:
Reviewed By:
Architecture | Entitlements | Development Management
FLOOR PLAN
A121
1345 ALMA SCHOOL SURGICAL CENTER | core shell
1345 N. ALMA SCHOOL RD.
CHANDLER, AZ 85224
1345
JammonStudios
04/20/2021
JA
No:
Revision
Date
scale 1/8" = 1'-0"
1 GROUND FLOOR PLAN
BR-1
BR-1
BR-1
GL-1
GL-1
GL-1
SF-1
SF-1
SF-1
SF-1
MT-1
MT-1
MT-1
MC-1
MC-1
EXTRUDED BRICK
ACCENTS, TYP.
12' - 0"
9' - 0"
19' - 0" T.O. ROOF
EM
GEN
SCREENING MATERIAL MADE OF METAL PANEL SYSTEM WITH VERTICAL PATTERNING TO MATCH
SCREENING ON ADJACENT BUILDINGS
EMERGENCY GENERATOR TO BE SCREENED
WITH 6'-0" MASONRY WALL SAME COLOR
AS BUILDING FACDE
27' - 0"
A201
8
Sim
BR-1
BR-1
BR-1
GL-1
GL-1
SF-1
SF-1
SF-1
MT-1
MT-1
MC-1
MC-1
EXTRUDED BRICK
ACCENTS, TYP.
EXTRUDED BRICK
ACCENTS, TYP.
12' - 0"
7' - 10 1/2"
19' - 0" T.O. ROOF
MECHANICAL
SCREENING BEYOND
BR-1
BR-1
GL-1
GL-1
SF-1
SF-1
MC-1
MC-1
EXTRUDED BRICK
ACCENTS, TYP.
EXTRUDED BRICK
ACCENTS, TYP.
19' - 0" T.O. ROOF
7' - 10 1/2"
SCREENING MATERIAL MADE OF METAL PANEL SYSTEM WITH VERTICAL
PATTERNING TO MATCH SCREENING ON ADJACENT BUILDINGS
BR-1
BR-1
BR-1
GL-1
SF-1
MT-1
MC-1
EXTRUDED BRICK
ACCENTS, TYP.
EXTRUDED BRICK
ACCENTS, TYP.
9' - 0"
7' - 10 1/2"
19' - 0" T.O. ROOF
2' - 10 1/2"
5' - 0"
19' - 0"
SCREENING MATERIAL MADE OF METAL PANEL SYSTEM WITH VERTICAL
PATTERNING TO MATCH SCREENING ON ADJACENT BUILDINGS
exterior finish schedule
tag
GL-1
MC-1
BR-1
SF-1
MT-1
description
insulated gray tempered glazing
metal coping, black
thin brick, white
alumninum storefront framing
steel eyebrow, painted black
ALUMINUM STOREFRONT
ENTRANCE SYSTEM
MORTAR
GYPSUM EXTERIOR SHEATHING
WALL BRACE
3/4" VENEER BRICK
PERF. PANEL
8" x 3/16" C CHANNEL
7" TUBE STEEL
FLASHING
5"
3 1/2"
2' - 6"
EXTRUDED THIN BRICK
WOOD HEADER;
SEE STRUCTURAL
TUBE STEEL BEAM;
SEE STRUCTURAL
5/16" METAL FINS
8" x 3/16" C CHANNEL
7" TUBE STEEL
METAL STUD
FRAMED WALL
MORTAR
GYPSUM EXTERIOR SHEATHING
3/4" VENEER BRICK
FLASHING
ELEVATION NOTES
•
ALL ROOF MOUNTED MECHANICAL EQUIPMENT SHALL BE FULLY SCREEN BY PARAPET WALLS
EQUAL OR GREATER THAN THE HIGHEST POINT ON THE MECHANICAL EQUIPMENT
•
SOLID MSAONRY WALLS AND GATES EQUAL TO OR GREATER THAN THE HIGHEST POINT ON THE
MECHANICAL EQUIPMENT SHALL SCREEN ALL GROUND MOUNTED MECHANICAL EQUIPMENT
•
ANY ROOF ACCESS LADDERS SHALL BE LOCATED INSIDE THE BUILDING. ROOF DRAINAGE SHALL
UTILIZE INTERIOR ROOF DRAINGS OR BE ARCHITECTURALLY INTEGRATED INTO THE BUILDING
DESIGN. ARCHITECTURALLY INTEGRATED ROOF DRAINS SHALL REQUIRE ADDITIONAL
ARTICULATION BEYOUND PAINT ACCENTS. SECTION 35-1902 (8)(E)(15), ZONING CODE
•
SCREENING SHALL BE ARCHITECTURALLY INTEGRATED FOR THE SERVICE ENTRANCE SECTION (SES)
AND ALL UTILITIES. ALL GROUND MOUNTED EQUIPMENT SHALL BE SCREENED FROM PUBLIC VIEW
BY A CONCRETE OR MASONRY WALL WITH SOLID GATES, EQUAL TO OR GREATER IN HEIGHT
THAN THE MECHINICAL EQUIPMENT. SECTION 35-1902 (8)(E)13, ZONING CODE
•
SIGNS REQUIRE A SEPARATE SUBMITAL AND PERMIT
STONE CAP
CMU SCREENING
WALL
COLORS TO MATCH
WALLS ON ON
SOUTHERN
PROPERTY
REINFORCING
STEEL; SEE
STRUCTURAL
POURED CONCRETE
FOOTING
5"
8"
8"
6' - 2"
Sheet Title:
Sheet No:
Project No:
Registration:
Drawn By:
7700 E Indian School RdScottsdale, AZ 85251
Jammon@JammonStudios.com
602.689.9552
Date:
Reviewed By:
Architecture | Entitlements | Development Management
EXTERIOR ELEVATIONS
A201
PHOENICIAN MEDICAL CENTER AT 1345
1345 N. ALMA SCHOOL RD.
CHANDLER, AZ 85224
1345
JammonStudios
04/12/2021
JA
scale 1/8" = 1'-0"
1 EAST ELEVATION
scale 1/8" = 1'-0"
2 SOUTH ELEVATION
scale 1/8" = 1'-0"
3 WEST ELEVATION
scale 1/8" = 1'-0"
4 NORTH ELEVATION
scale 1 1/2" = 1'-0"
5 EYEBROW SECTION, TYP.
scale 1 1/2" = 1'-0"
7 SUNSHADE SECTION, TYP.
scale
6 Exterior Eyebrow Awning
COVERED CANOPY WITH
LONGITUDINAL SCREENING FOR
SOUTHERN EXPOSURE
No:
Revision
Date
scale 1/2" = 1'-0"
8 SCREEN WALL SECTION
BR-1
BR-1
BR-1
GL-1
GL-1
GL-1
SF-1
SF-1
SF-1
SF-1
MT-1
MT-1
MT-1
MC-1
MC-1
EXTRUDED BRICK
ACCENTS, TYP.
12' - 0"
9' - 0"
19' - 0" T.O. ROOF
EM
GEN
SCREENING MATERIAL MADE OF METAL PANEL SYSTEM WITH VERTICAL PATTERNING TO MATCH
SCREENING ON ADJACENT BUILDINGS
EMERGENCY GENERATOR TO BE SCREENED
WITH 6'-0" MASONRY WALL SAME COLOR
AS BUILDING FACDE
27' - 0"
A202
8
Sim
BR-1
BR-1
BR-1
GL-1
GL-1
SF-1
SF-1
SF-1
MT-1
MT-1
MC-1
MC-1
EXTRUDED BRICK
ACCENTS, TYP.
EXTRUDED BRICK
ACCENTS, TYP.
12' - 0"
7' - 10 1/2"
19' - 0" T.O. ROOF
MECHANICAL
SCREENING BEYOND
BR-1
BR-1
GL-1
GL-1
SF-1
SF-1
MC-1
MC-1
EXTRUDED BRICK
ACCENTS, TYP.
EXTRUDED BRICK
ACCENTS, TYP.
19' - 0" T.O. ROOF
7' - 10 1/2"
SCREENING MATERIAL MADE OF METAL PANEL SYSTEM WITH VERTICAL
PATTERNING TO MATCH SCREENING ON ADJACENT BUILDINGS
BR-1
BR-1
BR-1
GL-1
SF-1
MT-1
MC-1
EXTRUDED BRICK
ACCENTS, TYP.
EXTRUDED BRICK
ACCENTS, TYP.
9' - 0"
7' - 10 1/2"
19' - 0" T.O. ROOF
2' - 10 1/2"
5' - 0"
19' - 0"
SCREENING MATERIAL MADE OF METAL PANEL SYSTEM WITH VERTICAL
PATTERNING TO MATCH SCREENING ON ADJACENT BUILDINGS
exterior finish schedule
tag
GL-1
MC-1
BR-1
SF-1
MT-1
description
insulated gray tempered glazing
metal coping, black
thin brick, white
alumninum storefront framing
steel eyebrow, painted black
ALUMINUM STOREFRONT
ENTRANCE SYSTEM
MORTAR
GYPSUM EXTERIOR SHEATHING
WALL BRACE
3/4" VENEER BRICK
PERF. PANEL
8" x 3/16" C CHANNEL
7" TUBE STEEL
FLASHING
5"
3 1/2"
2' - 6"
EXTRUDED THIN BRICK
WOOD HEADER;
SEE STRUCTURAL
TUBE STEEL BEAM;
SEE STRUCTURAL
5/16" METAL FINS
8" x 3/16" C CHANNEL
7" TUBE STEEL
METAL STUD
FRAMED WALL
MORTAR
GYPSUM EXTERIOR SHEATHING
3/4" VENEER BRICK
FLASHING
ELEVATION NOTES
•
ALL ROOF MOUNTED MECHANICAL EQUIPMENT SHALL BE FULLY SCREEN BY PARAPET WALLS
EQUAL OR GREATER THAN THE HIGHEST POINT ON THE MECHANICAL EQUIPMENT
•
SOLID MSAONRY WALLS AND GATES EQUAL TO OR GREATER THAN THE HIGHEST POINT ON THE
MECHANICAL EQUIPMENT SHALL SCREEN ALL GROUND MOUNTED MECHANICAL EQUIPMENT
•
ANY ROOF ACCESS LADDERS SHALL BE LOCATED INSIDE THE BUILDING. ROOF DRAINAGE SHALL
UTILIZE INTERIOR ROOF DRAINGS OR BE ARCHITECTURALLY INTEGRATED INTO THE BUILDING
DESIGN. ARCHITECTURALLY INTEGRATED ROOF DRAINS SHALL REQUIRE ADDITIONAL
ARTICULATION BEYOUND PAINT ACCENTS. SECTION 35-1902 (8)(E)(15), ZONING CODE
•
SCREENING SHALL BE ARCHITECTURALLY INTEGRATED FOR THE SERVICE ENTRANCE SECTION (SES)
AND ALL UTILITIES. ALL GROUND MOUNTED EQUIPMENT SHALL BE SCREENED FROM PUBLIC VIEW
BY A CONCRETE OR MASONRY WALL WITH SOLID GATES, EQUAL TO OR GREATER IN HEIGHT
THAN THE MECHINICAL EQUIPMENT. SECTION 35-1902 (8)(E)13, ZONING CODE
•
SIGNS REQUIRE A SEPARATE SUBMITAL AND PERMIT
STONE CAP
CMU SCREENING
WALL
COLORS TO MATCH
WALLS ON ON
SOUTHERN
PROPERTY
REINFORCING
STEEL; SEE
STRUCTURAL
POURED CONCRETE
FOOTING
5"
8"
8"
6' - 2"
Sheet Title:
Sheet No:
Project No:
Registration:
Drawn By:
7700 E Indian School RdScottsdale, AZ 85251
Jammon@JammonStudios.com
602.689.9552
Date:
Reviewed By:
Architecture | Entitlements | Development Management
EXTERIOR ELEVATIONS
COLOR
A202
PHOENICIAN MEDICAL CENTER AT 1345
1345 N. ALMA SCHOOL RD.
CHANDLER, AZ 85224
1345
JammonStudios
04/12/2021
JA
scale 1/8" = 1'-0"
1 EAST ELEVATION
scale 1/8" = 1'-0"
2 SOUTH ELEVATION
scale 1/8" = 1'-0"
3 WEST ELEVATION
scale 1/8" = 1'-0"
4 NORTH ELEVATION
scale 1 1/2" = 1'-0"
5 EYEBROW SECTION, TYP.
scale 1 1/2" = 1'-0"
7 SUNSHADE SECTION, TYP.
scale
6 Exterior Eyebrow Awning
COVERED CANOPY WITH
LONGITUDINAL SCREENING FOR
SOUTHERN EXPOSURE
No:
Revision
Date
scale 1/2" = 1'-0"
8 SCREEN WALL SECTION
DRAINAGE &
OVERFLOW
DRAINAGE &
OVERFLOW
DRAINAGE &
OVERFLOW
TOTAL ROOF AREA = 6520 SF
TRELLIS SHADE
STRUCTURE
SEE "SITE
DETAILS"
SHADE
STRUCTURE
A161
2
Sim
PROPOSED LOCATION
OF MECHANICAL
EQUIPMENT
AREA = 169 SF
HIDDEN BY
5'-0" PARAPET
T.O.WALL
01
SCREENING AREA
4,132 SF
TOP OF SCREENING
EQUIP = 27'-0"
1
2
3
4
4.2
5
6
A
B
D
C.7
C.2
C
A.3
A.4
8' - 1"
18' - 5"
20' - 2"
23' - 4"
AREA OF ROOF 12,270 SF
SCREENING MATERIAL MADE OF METAL PANEL
SYSTEM WITH VERTICAL PATTERNING TO
MATCH SCREENING ON ADJACENT BUILDINGS
ROOF PLAN NOTES
1.
REFER TO G001 FOR GENERAL PROJECT INFORMATION, NOTES, SYMBOLS, AND CODE AND LIFE
SAFETY INFORMATION.
2.
DO NOT SCALE DRAWINGS. DIMENSIONS SHALL GOVERN.
3.
ALL DIMENSIONS SHALL BE VERIFIED IN THE FIELD PRIOR TO ANY FABRICATION.
4.
ALL PRODUCTS LISTED BY ICC/NER NUMBERS SHALL BE INSTALLED PER THE REPORT AND
MANUFACTURER'S WRITTEN INSTRUCTIONS. PRODUCT SUBSTITUTIONS FOR PRODUCTS LISTED
SHALL ALSO HAVE AN ICC APPROVED EVALUATION REPORT.
5.
REFER TO ELEVATIONS FOR MATERIAL COLORS AND FINISHES.
6.
INSTALL FLASHING AT ROOF AND WALL INTERSECTIONS, WHEREVER THERE IS A CHANGE OF ROOF
SLOPE OR DIRECTION AND AROUND ROOF OPENINGS. FLASHING SHALL BE INSTALLED TO DIVERT
WATER AWAY FROM WHERE THE EAVE OF A SLOPED ROOF INTERSECTS A VERTICAL SIDEWALL.
METAL FLASHING SHALL BE CORROSION RESISTANT WITH A THICKNESS OF NOT LESS THAN 0.019
INCH (NO. 26 GALVANIZED SHEET)(r903.2.1)
STEEL FRAMED
OVERHANG
TRELLIS SHADE STRUCTURE
30 DEGREE ROTATE SLATS
~75% SHADE
HSS 8"x4"x3/8"
TUBE STEEL
HSS 8"x4"x1/2"
TUBE STEEL
7
A201
7
A202
3
A301
D
C.7
C.2
Sheet Title:
Sheet No:
Project No:
Registration:
Drawn By:
7700 E Indian School RdScottsdale, AZ 85251
Jammon@JammonStudios.com
602.689.9552
Date:
Reviewed By:
Architecture | Entitlements | Development Management
ROOF PLAN
A161
PHOENICIAN MEDICAL CENTER AT 1345
1345 N. ALMA SCHOOL RD.
CHANDLER, AZ 85224
1345
JammonStudios
08/23/19
Checker
scale 1/8" = 1'-0"
1 ROOF PLAN
KEYNOTE LEGEND_ROOF PLAN
01
PACKAGED ROOF MOUNTED HEAT PUMP UNIT; REFER TO MECHANICAL DRAWINGS
scale 1/4" = 1'-0"
2 ENTRANCE TRELLIS
No:
Revision
Date
Sheet Title:
Sheet No:
Project No:
Registration:
Drawn By:
7700 E Indian School RdScottsdale, AZ 85251
Jammon@JammonStudios.com
602.689.9552
Date:
Reviewed By:
Architecture | Entitlements | Development Management
SCREENING CONCEPTS
A900
PHOENICIAN MEDICAL CENTER AT 1345
1345 N. ALMA SCHOOL RD.
CHANDLER, AZ 85224
1345
JammonStudios
06/03/21
JammonStudios
THE COLOR OF THE SCREENING WILL BE THE SAME WHITE AS THE WALL MATERIALS
METAL PANEL SYSTEM WITH VERTICAL PATTERNING
No:
Revision
Date
Sheet Title:
Sheet No:
Project No:
Registration:
Drawn By:
7700 E Indian School Rd Scottsdale, AZ 85251
JONATHAN AMMON
Jammon@JammonStudios.com
602.689.9552
Date:
Reviewed By:
Parking Study
PP102
1345 PARKING STUDY FOR SURGICAL
CENTER EXPANSION
1345 N Alma School Rd, Chandler,
AZ
1345
JammonStudios
2021-08-06
JA
1" = 60'-0"
1
PARKING STUDY_1345 N ALMA SCHOOL
1381 N ALMA SCHOOL
8,600 SF
50% RESTAURANT
50% MEDICAL
1371 N ALMA SCHOOL
9,115 SF
100% RESTAURANT
1361 N ALMA SCHOOL
6,290 SF
100% MEDICAL OFFICE
1351 N ALMA SCHOOL
LEVEL 1 OFFICE
10,600 SF
*HALLWAY 1,248 SF
*BATHROOM 288 SF
LEVEL 2 OFFICE
11,437 SF
*HALLWAY 1,284 SF
BATHROOM 288 SF
1331 N ALMA SCHOOL
LEVEL 1 BANK
5,200 SF
*HALLWAY
533 SF
*BATHROOM
288 SF
PARKING COUNT [EXISTING]
TYPICAL: 641
ADA ACCESSIBLE: 16
TOTAL: 657
1347 N ALMA SCHOOL
LEVEL 1 OFFICE
10,600 SF
*HALLWAY 1,248 SF
*BATHROOM 288 SF
LEVEL 2 OFFICE
11,437 SF
*HALLWAY 1,284 SF
*BATHROOM 288 SF
1343 N ALMA SCHOOL
LEVEL 1 OFFICE
10,600 SF
*HALLWAY 1,248 SF
*BATHROOM 288 SF
LEVEL 2 OFFICE
11,437 SF
*HALLWAY 1,284 SF
*BATHROOM 288 SF
1345 N ALMA SCHOOL (PROPOSED)
LEVEL 1 OFFICE
12,625 SF
FUTURE LOADING ZONE FOR 10%
DECREASE IN PARKING
REQUIREMENT FROM THE
SOUTHERN AREA OF THE SITE
FUTURE LOADING ZONE FOR 10%
DECREASE IN PARKING
REQUIREMENT FROM THE
NORTHERN AREA OF THE SITE
No:
Revision
Date
Sheet Title:
Sheet No:
Project No:
Registration:
Drawn By:
7465 E Osborn Rd #3, Scottsdale, AZ 85251
Jammon@JammonStudios.com
602.689.9552
Date:
Reviewed By:
Architecture | Entitlements | Development Management
EXTERIOR VIEWS
A203
1345 ALMA SCHOOL SURGICAL CENTER
1345 N. ALMA SCHOOL RD.
CHANDLER, AZ 85224
1345
JammonStudios
04/05/2021
JA
scale
5 3D View 5
scale
1 3D View 1
scale
3 3D View 3
scale
2 3D View 2
scale
4 3D View 4
No:
Revision
Date
BR-1
BR-1
BR-1
GL-1
GL-1
GL-1
SF-1
SF-1
SF-1
SF-1
MT-1
MT-1
MT-1
MC-1
MC-1
EXTRUDED BRICK
ACCENTS, TYP.
EXTRUDED BRICK
ACCENTS, TYP.
24' - 0"
24' - 0"
5
A202
12' - 0"
9' - 0"
T.O. ROOF
19' - 0"
BUILDING NUMBER
1345
SIGNAGE
147' - 2 7/8"
3' - 6"
11' - 0"
1345
BUILDING NUMBER
2' - 0"
6' - 4"
SIGNAGE
BR-1
BR-1
BR-1
GL-1
GL-1
SF-1
SF-1
SF-1
MT-1
MT-1
MC-1
MC-1
EXTRUDED BRICK
ACCENTS, TYP.
EXTRUDED BRICK
ACCENTS, TYP.
10' - 0"
24' - 0"
12' - 0"
12' - 0"
24' - 0"
27' - 0"
19' - 0"
BUILDING NUMBER
1345
SIGNAGE
3' - 0"
14' - 0"
102' - 7"
BR-1
BR-1
GL-1
GL-1
SF-1
SF-1
MC-1
MC-1
EXTRUDED BRICK
ACCENTS, TYP.
EXTRUDED BRICK
ACCENTS, TYP.
24' - 0"
10' - 0"
T.O. ROOF
19' - 0"
BR-1
BR-1
BR-1
GL-1
SF-1
MT-1
MC-1
EXTRUDED BRICK
ACCENTS, TYP.
EXTRUDED BRICK
ACCENTS, TYP.
24' - 0"
9' - 0"
T.O. ROOF
19' - 0"
1345
BUILDING NUMBER
exterior finish schedule
tag
GL-1
MC-1
BR-1
SF-1
MT-1
description
insulated gray tempered glazing
metal coping, black
thin brick, white
alumninum storefront framing
steel eyebrow, painted black
ALUMINUM STOREFRONT
ENTRANCE SYSTEM
MORTAR
GYPSUM EXTERIOR SHEATHING
WALL BRACE
3/4" VENEER BRICK
PERF. PANEL
8" x 3/16" C CHANNEL
7" TUBE STEEL
FLASHING
5"
4 1/8"
2' - 6"
EXTRUDED THIN BRICK
WOOD HEADER;
SEE STRUCTURAL
TUBE STEEL BEAM;
SEE STRUCTURAL
5/16" METAL FINS
8" x 3/16" C CHANNEL
7" TUBE STEEL
METAL STUD
FRAMED WALL
MORTAR
GYPSUM EXTERIOR SHEATHING
3/4" VENEER BRICK
FLASHING
ELEVATION NOTES
•
ALL ROOF MOUNTED MECHANICAL EQUIPMENT SHALL BE FULLY SCREEN BY PARAPET WALLS
EQUAL OR GREATER THAN THE HIGHEST POINT ON THE MECHANICAL EQUIPMENT
•
SOLID MSAONRY WALLS AND GATES EQUAL TO OR GREATER THAN THE HIGHEST POINT ON THE
MECHANICAL EQUIPMENT SHALL SCREEN ALL GROUND MOUNTED MECHANICAL EQUIPMENT
•
ANY ROOF ACCESS LADDERS SHALL BE LOCATED INSIDE THE BUILDING. ROOF DRAINAGE SHALL
UTILIZE INTERIOR ROOF DRAINGS OR BE ARCHITECTURALLY INTEGRATED INTO THE BUILDING
DESIGN. ARCHITECTURALLY INTEGRATED ROOF DRAINS SHALL REQUIRE ADDITIONAL
ARTICULATION BEYOUND PAINT ACCENTS. SECTION 35-1902 (8)(E)(15), ZONING CODE
•
SCREENING SHALL BE ARCHITECTURALLY INTEGRATED FOR THE SERVICE ENTRANCE SECTION (SES)
AND ALL UTILITIES. ALL GROUND MOUNTED EQUIPMENT SHALL BE SCREENED FROM PUBLIC VIEW
BY A CONCRETE OR MASONRY WALL WITH SOLID GATES, EQUAL TO OR GREATER IN HEIGHT
THAN THE MECHINICAL EQUIPMENT. SECTION 35-1902 (8)(E)13, ZONING CODE
•
SIGNS REQUIRE A SEPARATE SUBMITAL AND PERMIT
SIGNAGE SOUTH ELEVATION
PROPOSED AREA (SF)
DIMENSIONS
51 SF
3'-6" X 14'-0"
FRONTAGE DIMENSION
ALLOWABLE AREA (SF)
102.5'
102.5/2 = 51.25 SF
SIGNAGE EAST ELEVATION
PROPOSED AREA (SF)
DIMENSIONS
38.5 SF ABOVE CANOPY
3'-6" X 11'-0"
FRONTAGE DIMENSION
ALLOWABLE AREA (SF)
147'
147'/2 = 73.5 SF
PROPOSED AREA (SF)
DIMENSIONS
12.5 SF BELOW CANOPY
2'-0" X 6'-4"
Sheet Title:
Sheet No:
Project No:
Registration:
Drawn By:
7465 E Osborn Rd #3, Scottsdale, AZ 85251
Jammon@JammonStudios.com
602.689.9552
Date:
Reviewed By:
Architecture | Entitlements | Development Management
EXTERIOR
ELEVATIONS_SIGNAGE
A205
PHOENICIAN MEDICAL CENTER AT 1345
1345 N. ALMA SCHOOL RD.
CHANDLER, AZ 85224
1345
JammonStudios
01/06/2021
JA
scale 1/8" = 1'-0"
1 EAST ELEVATION
scale 1/8" = 1'-0"
2 SOUTH ELEVATION
scale 1/8" = 1'-0"
3 WEST ELEVATION
scale 1/8" = 1'-0"
4 NORTH ELEVATION
scale 1 1/2" = 1'-0"
5 EYEBROW SECTION, TYP.
scale 1 1/2" = 1'-0"
7 SUNSHADE SECTION, TYP.
No:
Revision
Date
scale
6 Exterior Eyebrow Awning
COVERED CANOPY WITH
LONGITUDINAL SCREENING FOR
SOUTHERN EXPOSURE
SIGNAGE GUIDELINES ARE TAKEN FROM CHAPTER 39
FROM THE CITY OF CHANDLER SIGN CODE
39-7
REQUIREMENTS AND PROCEDURES
39-9.5 PCO PLANNED COMMERCIAL OFFICE DISTRICTS
39-9.7 C-2 COMMUNITY COMMERCIAL DISTRICT
EXTRUDED BRICK PATTERNING
PRECEDENT STUDIES
RECESSED BRICK PATTERNING
PRECEDENT STUDIES
RECESSED BRICK PATTERNING
PRECEDENT STUDIES
DYNAMIC BRICK PATTERNING
PRECEDENT STUDIES
not to scale
vicinity map
SITE
DESIGN ETHIC, LLC
7525 EAST 6TH AVENUE
PROJECT CONTACT: BRANDON PAUL
PHONE: 480.225.7077
landscape architecture:
SCOTTSDALE, ARIZONA 85251
project consultants
EMAIL:bpaul@designethic.com
PHOENICIAN MEDICAL CENTER
COVER SHEET & NOTES
COVER SHEET & NOTES
PLANTING PLAN
L.01
sheet index
L.02
SHEET
TITLE
CHANDLER BLVD
DOBSON RD
1.
ALL SITE IMPROVEMENTS, INCLUDING LANDSCAPE AND
SITE CLEANUP, MUST BE COMPLETED PRIOR TO
CERTIFICATE OF OCCUPANCY FOR ANY BUILDING WITHIN
A PHASE.
2.
NO OBSTRUCTIONS TO VIEW SHALL BE ERECTED,
CONSTRUCTED OR PARKED WITHIN THE SIGHT VISIBILITY
AREA, ALL TREES WITHIN THE LINE OF SIGHT WILL
MAINTAIN A CANOPY HEIGHT ABOVE 6’ CURB
ELEVATION, ALL SHRUBS IN THIS AREA MAY NOT REACH A
MATURE HEIGHT OVER 24”.
3.
ALL PLANT MATERIALS ARE GUARANTEED FOR A
MINIMUM PERIOD OF SIXTY (60) DAYS FROM THE DATE OF
FINAL APPROVAL BY THE CITY.ANY PLANT MATERIALS,
WHICH ARE NOT APPROVED BY THE CITY PRIOR TO
OCTOBER 1 OF THE CALENDAR YEAR IN WHICH THEY ARE
INSTALLED, SHALL BE FURTHER GUARANTEED UNTIL MAY
20 OF THE FOLLOWING CALENDAR YEAR.
4.
TREES, SHRUBS, VINES, GROUND COVER AND TURF THAT
HAVE TO BE REPLACED UNDER TERMS OF THE
GUARANTEE, SHALL BE GUARANTEED FOR AN
ADDITIONAL 60 DAYS FROM THE DATE OF REPLACEMENT.
5.
ALL PLANT MATERIALS MUST BE MAINTAINED IN HEALTH
AND VIGOR AND BE ALLOWED TO ATTAIN NATURAL SIZE
AND SHAPE IN ACCORDANCE WITH THE ORIGINALLY
APPROVED LANDSCAPE PLAN.SEE SECTION 1902 (6)(H).
6.
PARKING LOT TREES MUST HAVE A MINIMUM CLEAR
CANOPY DISTANCE OF 5’. SEE SECTION 1903(6)(C)(4).
7.
ALL LANDSCAPE AREAS SHALL BE GRADED SO THAT
FINISHED GRADE SURFACES OF ALL NONLIVING
MATERIALS (I.E. DECOMPOSED GRANITE, CRUSHED
ROCK, MULCH, ETC.) ARE ONE AND ONE HALF (1 1/2)
INCHES BELOW CONCRETE OR OTHER PAVED SURFACES.
SEE SECTION 1903(6)(C)(11), ZONING CODE.
8.
TREES MUST BE PLACED A MINIMUM OF 5’ FROM
SIDEWALKS, PUBLIC ACCESS-WAYS.SHRUBS MUST BE, AT
MATURITY, 3’ FROM ALL SIDES OF A FIRE HYDRANT, PIV,
OR FDC. SEE SECTION 1903(6)(J)(1), ZONING CODE.)
9.
ALL LANDSCAPING SHALL BE MAINTAINED BY THE
LANDOWNER OR THE LESSOR IN COMPLIANCE WITH THE
ZONING CODE.SEE SECTION 1903(6)(H), ZONING CODE.
10.
THERE SHALL BE NO OBSTRUCTION OF SITE SIGNAGE BY
LANDSCAPE PLANT MATERIAL, AND THAT SUCH MUST BE
RELOCATED AND/OR CORRECTED BEFORE THE FIELD
INSPECTION WILL ACCEPT/PASS THE SIGN IN THE FIELD OR
ISSUE A CERTIFICATE OF OCCUPANCY FOR A PROJECT.
11.
ALL TRANSFORMER BOXES, METER PANELS AND ELECTRIC
EQUIPMENT, BACKFLOW DEVICES OR ANY OTHER UTILITY
EQUIPMENT NOT ABLE OR REQUIRED TO BE SCREENED BY
LANDSCAPING OR WALLS, SHALL BE PAINTED TO MATCH
THE BUILDING COLOR.
12.
ALL WALLS OVER 7’ IN HEIGHT, SITE LIGHTING, SIGNAGE,
RAMADAS AND SHADE STRUCTURES REQUIRE SEPARATE
SUBMITTAL AND PERMITS.
city of chandler notes
I HEREBY CERTIFY THAT NO TREE OR BOULDER IS DESIGNED CLOSER
THAN SIX (6) FEET TO THE FACE OFTHE PUBLIC STREET CURB.
RAY RD
WARNER RD
KNOX RD
ARIZONA AVE
ALMA SCHOOL RD
architecture:
JAMMON STUDIOS
7465 EAST OSBORN ROAD
PROJECT CONTACT: JONATHAN AMMON
PHONE: 602.689.9552
SCOTTSDALE, AZ 85251
EMAIL:jammon@jammonstudios.com
ORCHID LN
SHEET
JOB NO:
DATE:
SUBMITTED:
DRAWN BY:
SHEET TITLE:
PROJECT:
REVISED:
CHANDLER, ARIZONA
DESIGN ETHIC
l a n d s a p e a r c h i t e c t u r e
7525 EAST SCOTTSDALE AVE SCOTTSDALE, ARIZONA 85251
480.225.7077
FORGING NEW ENVIRONMENTS
of
L.01
L.02
20-109
B. PAUL
08.06.2021
PHOENICIAN MEDICAL CENTER
U
E
BRANDON T.
PAUL
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14" CAL.
14" CAL.
12" CAL.
8" CAL.
A.P.N. 302-43-894
PROPOSED BUILDING
12,500 S.F.
1
1
1
2
2
2
2
2
3
3
3
3
3
4
4
4
4
5
5
5
5
2
2
2
6
6
6
6
5
7
5
7
N PLEASANT DR
2
5
8
2
6
5
RUSSELIA EQUISETIFORMIS
CORAL FOUNTAIN
HESPERALOE FUNIFERA
GIANT HESPERALOE
CENTURY PLANT
AGAVE AMERICANA
OLEA EUROPAEA
SWAN HILL OLIVE
trees
comments
qty
size
common name
botanical name
plant legend
emitters
LEUCOPHYLLUM ZYGOPHYLLUM
CIMARRON SAGE
CIMARRON
CONTRACTOR TO VERIFY ALL QUANTITIES.
TO LANDSCAPE ARCHITECT FOR APPROVAL.
CONTRACTOR TO PROVIDE DECOMPOSED GRANITE SAMPLES
2.
1.
WALLS.
MAINTAIN 3' TO 5' TREE AND SHRUB CLEARANCE FROM
3.
SIDEWALKS.
MAINTAIN 1' TO 2' TREE AND SHRUB CLEARANCE FROM
4.
MINIMUM CANOPY CLEARANCE OF 6'-8".
TREES ADJACENT TO PEDESTRIAN WALKWAYS SHOULD HAVE A
5.
OF 5' FROM ANY BUILDING WALLS OR BUILDING WINDOWS.
ALL MATURE TREES AND PALM CANOPIES MUST BE A MINIMUM
6.
general landscape notes
LANTANA MONTEVIDENSIS
PURPLE LANTANA
PISTACIA X. RED PUSH
RED PUSH PISTACHE
ULMUS PARVIFOLIA
EVERGREEN ELM
OUTBACK SUNRISE EMU
EREMOPHILA GLABRA
'MIGNEW GOLD'.
PETITE PINK OLEANDER
NERIUM OLEANDER
E
shrubs - remain in place
18
VARIES
REMAIN IN PLACE
ULMUS PARVIFOLIA
EVERGREEN ELM
OLEA EUROPAEA
SWAN HILL OLIVE
BRACHYCHITON POPULNEUS
BOTTLE TREE
existing trees
existing plant legend
E
E
E
comments
qty
size
common name
botanical name
1
VARIES
REMAIN IN PLACE
1
VARIES
REMAIN IN PLACE
VARIES
REMAIN IN PLACE
3
VARIES
REMAIN IN PLACE
SETCREASEA PALLIDA
PURPLE HEART PLANT
PEDILANTHUS MACROCARPUS
SLIPPER PLANT
shrubs
groundcover
accents
inerts
2" MINIMUM IN
ALL PLANTERS
EXTRUDED CONCRETE
CONCRETE HEADER
386 L.F.
4" X 6"
3/4 " MINUS DECOMPOSED GRANITE
TABLE MESA BROWN
7,291 S.F.
3/4"
2
TURF -BERMUDA HYBRID
18
1
STAKE IN PLACE
H., W., CAL.
24"
BOX
(5 @
1.0 GPH)
9
STAKE IN PLACE
H., W., CAL.
24"
BOX
(5 @
1.0 GPH)
9
STAKE IN PLACE
H., W., CAL.
24"
BOX
(5 @
1.0 GPH)
5 GAL.
(1 @
1.0 GPH)
(1 @
1.0 GPH)
5 GAL.
(1 @
1.0 GPH)
5 GAL.
(1 @
1.0 GPH)
5 GAL.
(1 @
1.0 GPH)
5 GAL.
(1 @
1.0 GPH)
5 GAL.
(1 @
1.0 GPH)
5 GAL.
(1 @
1.0 GPH)
5 GAL.
3,868 SF
ALOE BARBADENSIS
ALOE VERA
(1 @
1.0 GPH)
5 GAL.
MINUS
40
62
5
35
34
39
21
35
6
PETITE PINK OLEANDER
NERIUM OLEANDER
5 GAL.
(1 @
1.0 GPH)
15
1.
SITE VERIFY ALL EXISTING CONDITIONS PRIOR TO BIDDING. ANY DISCREPANCIES ARE TO BE
BROUGHT TO THE LANDSCAPE ARCHITECT'S ATTENTION WITHIN 24 HOURS OF THE OBSERVATION.
2.
CONTRACTOR TO INSPECT EXISTING IRRIGATION SYSTEM AND VERIFY THAT THE SYSTEM IS
WORKING PROPERLY.
3.
ALL PLANT MATERIAL DESIGNATED AS "EXISTING TO REMAIN" SHALL BE PROTECTED DURING ALL
PHASES OF CONSTRUCTION. ANY TREE(S) THAT DIE DUE TO: LACK OF WATER, LACK OF
MAINTENANCE OR CARE, NEGLECT OR VANDALISM SHALL BE REPLACED BY A SIMILAR SPECIES
OF TREE, (MINIMUM 48" BOX) AT NO ADDITIONAL COST TO OWNER. PALMS THAT DIE SHALL BE
BE REPLACED WITH LIKE TYPE: HEIGHT AND SIZE. ALL SHRUBS AND GROUNDCOVER SHALL BE
REPLACED WITH 5 GALLON PLANTS.
4.
LANDSCAPE AREAS DISTURBED BY NEW CONSTRUCTION SHALL BE REPAIRED WITH SOD IN TURF
AREAS AND NEW DECOMPOSED GRANITE MATCHING EXISTING. BLEND ALL DISTURBED AREAS
WITH UNDISTURBED SO THERE IS A SMOOTH TRANSITION BETWEEN ALL EDGES. REPLACE ALL
DISTURBED, BROKEN OR DAMAGED HEADERS WITH MATCHING TYPE.
5.
ALL EXISTING PLANT MATERIAL AND ADJACENT PLANT MATERIAL SHALL HAVE UN-INTERRUPTED
WATERING DURING ALL PHASES OF CONSTRUCTION. THIS SHALL INCLUDE BUT NOT BE LIMITED
TO; HAND WATERING, TEMPORARY ABOVE GROUND IRRIGATION, EXISTING SYSTEM ,ETC.
6.
THE EXISTING IRRIGATION SYSTEM SHALL BE PROTECTED, MAINTAINED AND REPAIRED DURING
ALL PHASES OF CONSTRUCTION. ALL EQUIPMENT SUCH AS MAINLINE, WIRES, LATERAL HEADS
AND ETC. SHALL BE REPAIRED AND REPLACED TO MAINTAIN CONTINUOUS WATER.
7.
PROVIDE NEW SCHEDULE 40 SLEEVES AT ALL NEW DRIVES. (SEE SLEEVE SCHEDULE FOR SIZE.) ANY
EXISTING IRRIGATION SYSTEM IS TO BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION AND
GUARANTEE 100% COVERAGE.
8.
EXISTING TREES TO REMAIN SHALL BE SELECTIVELY PRUNED PER LANDSCAPE ARCHITECT
INSTRUCTIONS.
9.
ALL EXISTING SHRUBS WITHIN THE SIGHT DISTANCE LINES AND SIGHT VISIBILITY TRIANGLES SHALL
BE SELECTIVELY PRUNED SO THAT THEY DO NOT EXCEED A MAXIMUM HEIGHT OF 30 INCHES.
10.
ALL EXISTING TREES SHALL BE TRIMMED TO MAINTAIN A CLEAR A MINIMUM CANOPY HEIGHT OF
7 FEET.
existing landscape & irrigation notes
EXSITING SIDEWALK
EXISTING SITE LIGHTING. SEE ARCH. PLANS.
NEW SIDEWALK
DECOMPOSED GRANITE IN ALL PLANTING AREAS
LIMITS OF LANDSCAPE IMPROVEMENT
planting key notes
NEW TURF AREA (TYPICAL).
1
CONCRETE HEADER. SEE SHEET L, DETAIL.
2
3
4
5
6
7
8
EMERGENCY GENERATOR. SEE ARCHITECT'S SITE PLAN.
0'
20'
40'
60'
SCALE: 1" = 20'-0"
NORTH
PLANTING PLAN
SHEET
JOB NO:
DATE:
SUBMITTED:
DRAWN BY:
SHEET TITLE:
PROJECT:
REVISED:
CHANDLER, ARIZONA
DESIGN ETHIC
l a n d s a p e a r c h i t e c t u r e
7525 EAST SCOTTSDALE AVE SCOTTSDALE, ARIZONA 85251
480.225.7077
FORGING NEW ENVIRONMENTS
of
L.02
L.02
20-109
B. PAUL
08.06.2021
PHOENICIAN MEDICAL CENTER
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BRANDON T.
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DATE
NO.
REVISION
OF
4450 north 12th street
suite 228
phoenix, arizona 85014
p: 623.282.2498
e: jphunt@cypresscivil.com
3
SHEET NUMBER
Call at least two full working days
before you begin excavation.
Dial 8-1-1 or 1-800-STAKE-IT (782-5348)
In Maricopa County: (602) 263-1100
PRELIMINARY IMPROVEMENT PLAN for PHOENICIAN
MEDICAL OFFICE - VILLAGES OF CHANDLER
1345 NORTH ALMA SCHOOL ROAD CHANDLER, ARIZONA
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53640
JEFFREY P.
HUNT
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08
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20
21
DRAWN:
DESIGNED:
CHECKED:
DATE:
JOB NO:
PT
JH
JH
08-05-2021
20.139
THESE PLANS ARE PRELIMINARY AND ARE NOT FOR CONSTRUCTION OR RECORDING
1
cover
PRELIMINARY IMPROVEMENT PLAN for
PHOENICIAN MEDICAL OFFICE - VILLAGES OF CHANDLER
1345 NORTH ALMA SCHOOL ROAD CHANDLER, ARIZONA
A PORTION SOUTHWEST QUARTER OF SECTION 21, TOWNSHIP 1 SOUTH, RANGE 5 EAST OF THE
GILA AND SALT RIVER MERIDIAN, MARICOPA COUNTY, ARIZONA
OWNER/DEVELOPER
PAR PAL FAMILY LP
5310 EAST CAMELBACK ROAD
PHOENIX, ARIZONA 85018
PH: 602-323-0244
ATTN: BOBBY TULI
CIVIL ENGINEER
CYPRESS CIVIL DEVELOPMENT
4450 NORTH 12TH STREET, #228
PHOENIX, ARIZONA 85014
PH: 623-282-2498
ATTN: JEFF HUNT, PE
ARCHITECT
JAMMON STUDIOS, LLC
6738 EAST OSBORN ROAD, SUITE 3
SCOTTSDALE, ARIZONA 85251
PH: 602-689-9552
ATTN: JONATHAN AMMON
SHEET INDEX
1. COVER SHEET
2. GRADING AND DRAINAGE PLAN
3. ONSITE UTILITY PLAN
UTILITIES
WATER:
CITY OF CHANDLER
SEWER:
CITY OF CHANDLER
ELECTRIC:
SALT RIVER PROJECT
GAS:
SOUTHWEST GAS
TELEPHONE:
CENTURYLINK
CABLE:
COX COMMUNICATIONS
DRAINAGE STATEMENT
-SITE IS IN A SPECIAL FLOOD HAZARD AREA - NO
-OFFSITE FLOWS AFFECT THIS SITE - NO
-RETENTION PROVIDED IS 100-YR, 6-HR AND PROVIDED BY EXISTING CHANDLER
SQUARE DEVELOPMENT.
-EXTREME STORM OUTFALLS THE SITE AT THE SOUTHEAST CORNER OF THE PROJECT
IN PLEASANT DRIVE AT THE ELEVATION OF 1205.10.
FLOODPLAIN INFORMATION
ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD
INSURANCE RATE MAP PANEL NUMBER 04013C2730M, DATED NOVEMBER 4, 2015
THE PARCEL IS LOCATED IN THE ZONE X (SHADED) AREA, WHICH IS DEFINED AS
AREAS OF 0.2% ANNUAL CHANCE FLOOD; AREAS OF 1% ANNUAL CHANCE FLOOD
WITH AVERAGE DEPTHS OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS
THAN 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 1% ANNUAL
CHANCE FLOOD.
SURVEY NOTES
1. THE SURVEY FOR THIS PROJECT WAS PERFORMED BY:
SUPERIOR SURVEYING SERVICES, INC.
2122 WEST LONE CACTUS DRIVE, SUITE 11
PHOENIX, ARIZONA 85027
PH: 623-869-0223
CONTACT: DAVID S. KLEIN, R.L.S.
2. THE BASIS OF BEARINGS FOR THIS PROJECT IS THE MONUMENT LINE OF ALMA
SCHOOL ROAD, ALSO BEING THE WEST LINE OF THE SOUTHWEST QUARTER OF
SECTION 21, USING A BEARING OF NORTH 00°00'00" WEST PER "VILLAGES OF
CHANDLER" IN BOOK 254 OF MAPS, PAGE 16, RECORDS OF MARICOPA COUNTY,
ARIZONA.
3. THE BASIS OF ELEVATION FOR THIS PROJECT IS THE CITY OF CHANDLER
BENCHMARK 24 BEING A CITY OF CHANDLER BRASS CAP FLUSH AT THE
INTERSECTION OF KNOX ROAD AND PLEASANT DRIVE, HAVING AN ELEVATION OF
1205.86' NAVD88.
PARCEL NO. 1:
A PORTION OF TRACT A, OF VILLAGES OF CHANDLER, ACCORDING TO THE PLAT OF
RECORD IN THE OFFICE OF THE COUNTY RECORDER OF MARICOPA COUNTY,
ARIZONA, RECORDED IN BOOK 254 OF MAPS, PAGE 16, DESCRIBED AS FOLLOWS:
COMMENCING AT THE SOUTHWEST CORNER OF SAID TRACT A;
THENCE NORTH ALONG THE WEST LINE OF SAID TRACT A, 364.08 FEET;
THENCE EAST 223.58 FEET TO THE TRUE POINT OF BEGINNING;
THENCE SOUTH 45°00'00" EAST, 106.33 FEET;
THENCE SOUTH 45°00'00" WEST, 170.67 FEET;
THENCE NORTH 45°00'00" WEST, 76.36 FEET;
THENCE NORTH 29°39'45" EAST, 113.32 FEET;
THENCE NORTH 45°00'00" EAST, 113.32 FEET;
THENCE NORTH 45°00'00" EAST, 61.38 FEET TO THE TRUE POINT OF BEGINNING.
TOGETHER WITH A PROPORTIONATE INTEREST IN AND TO THE COMMON AREAS, AS
SET FORTH IN INSTRUMENTS RECORDED IN 91-148525, OF OFFICIAL RECORDS, AND
IN 91-148526, OF OFFICIAL RECORDS, AND RE-RECORDED IN JUNE 28, 1993, OF
OFFICIAL RECORDS, AND IN 93-0416102, OF OFFICIAL RECORDS.
PARCEL NO. 2:
NON-EXCLUSIVE EASEMENT FOR PARKING, INGRESS AND EGRESS AND PUBLIC
UTILITY OVER A PORTION OF TRACT A, VILLAGES OF CHANDLER, ACCORDING TO
BOOK 254 OF MAPS, PAGE 16, RECORDS OF MARICOPA COUNTY, ARIZONA, AS MORE
PARTICULARLY SET FORTH IN DOCUMENT NO. 85-160382, OF OFFICIAL RECORDS,
AND THEREAFTER AMENDED AND RESTATED IN DOCUMENT NO. 90-380272, OF
OFFICIAL RECORDS, AND RE-RECORDED IN DOCUMENT NO. 91-317919, OF OFFICIAL
RECORDS.
PARCEL NO. 3:
A LICENSE FOR PARKING AS SET FORTH IN THAT AGREEMENT RECORDED IN
DOCUMENT NO. 92-236084, OF OFFICIAL RECORDS, RECORDS OF MARICOPA
COUNTY, ARIZONA.
PARCEL NO. 4:
THAT PART OF TRACT A, VILLAGES OF CHANDLER, ACCORDING TO BOOK 254, OF
MAPS, PAGE 16, RECORDS OF MARICOPA COUNTY, ARIZONA, DESCRIBED AS
FOLLOWS:
COMMENCING AT THE SOUTHWEST CORNER OF SAID TRACT 'A';
THENCE NORTH ALONG THE WEST LINE OF SAID TRACT 'A', 187.36 FEET;
THENCE EAST 250.98 FEET TO THE TRUE POINT OF BEGINNING;
THENCE NORTH 45°00'00" EAST, 170.67 FEET;
THENCE SOUTH 45°00'00" EAST, 106.33 FEET;
THENCE SOUTH 45°00'00" WEST, 119.87 FEET;
THENCE WEST 71.83 FEET;
THENCE NORTH 45°00'00" WEST, 55.54 FEET TO THE TRUE POINT OF BEGINNING.
PARCEL NO. 5:
AN UNDIVIDED 14.5% INTEREST IN THE COMMON AREAS OF TRACT 'A', VILLAGES OF
CHANDLER, ACCORDING TO BOOK 254 OF MAPS, PAGE 16, AS DESCRIBED IN DEED
RECORDED IN DOCUMENT NO. 93525560M RECORDS OF MARICOPA COUNTY,
ARIZONA.
EXCEPT AND SUBJECT TO PARKING RIGHT AND RESTRICTIVE COVENANT AS
CONTAINED IN INSTRUMENT NO. 93-0313535, RECORDED MAY 20, 1993, MARICOPA
COUNTY RECORDS.
LEGAL DESCRIPTION
PROJECT DESCRIPTION:
THE PROJECT CONSISTS OF THE CONSTRUCTION OF A NEW MULTI-STORY OFFICE
BUILDING WITH ALL REQUIRED GRADING & DRAINAGE, UTILITY AND PAVING
IMPROVEMENTS.
ADDRESS:
1345 NORTH ALMA SCHOOL ROAD
CHANDLER, ARIZONA 85224
APN: 302-43-894
ZONING:
PAD
SITE AREA: 16,857 SF (0.39 AC)
PROJECT INFORMATION
BENCHMARK
PROJECT RETENTION
RETENTION VOLUME (PER GRADING, DRAINAGE, WATER, & SEWER PLAN BY EVANS,
KUHN & ASSOCIATES, INC. DATED 10-23-1986, ASBUILT 03-10-1987:
VOLUME [CF] = C x (P [IN] / 12) x AREA [SF]
P - 3.0 INCHES (100-YR/6-HR RAINFALL)
C - 0.80 (COMMERCIAL DEVELOPED SITE)
A - 649,044 SF (ENTIRE CENTER)
REQUIRED VOLUME 100-YR, 6-HR:
V = 0.80 x (3.0/12) x 649,044 = 129,810 CF
PROVIDED:
TOTAL PROVIDED VOLUME = 674 CF VIA 65 LF OF STORMTECH MC-3500 STORM
WATER CHAMBERS.
PER CHANDLER SQUARE PLANS, THE ENTIRE DEVELOPMENT IS BROKEN INTO A
NORTH SITE AND SOUTH SITE. THIS PROJECT FALLS WITHIN THE SOUTH SITE.
REQUIRED VOLUME FOR THE SOUTH SITE IS 53,373 (ESTIMATED AT 61% OF THE
TOTAL).
PROVIDED - SOUTH SITE:
SOUTH SITE TOTAL PROVIDED VOLUME = 56,290 CF VIA ABOVE GROUND
RETENTION BASINS INTERCONNECTED BY STORM DRAIN AND ENGINEERED TO
DISCHARGE VIA EXISTING DRYWELLS.
NO PERMANENT BASINS EXISTING WITHIN THE PROPERTY AREA. SMALL NUISANCE
BASINS ARE EQUALIZED VIA EXISTING DRAIN BASINS AND STORM DRAIN
INFRASTRUCTURE TO REMAIN IN THE PROPOSED CONDITION. TOTAL EXCESS
RETENTION VOLUME TO REMAIN AT 2,917 CF IN THE DEVELOPED CONDITION.
THE BENCHMARK USED FOR THIS PLAN IS THE CITY OF CHANDLER BENCHMARK 24
BEING A CITY OF CHANDLER BRASS CAP FLUSH AT THE INTERSECTION OF KNOX ROAD
AND PLEASANT DRIVE, HAVING AN ELEVATION OF 1205.86' NAVD88.
PROJECT OVERVIEW
LEGEND
(99.99P)
99.99P
ROADWAY CENTERLINE
FLOW-LINE
NEW EASEMENT
EXISTING EASEMENT
NEW CONTOUR
EXISTING CONTOUR
SPOT ELEV. (NEW GRADE)
SPOT ELEV. (EXIST. GRADE)
NEW SEWER LINE
EXISTING SEWER LINE
NEW WATER LINE
EXISTING WATER LINE
NEW FIRE SERVICE
NEW STORM DRAIN PIPE
EXISTING STORM DRAIN PIPE
EXISTING CURB
EXISTING PAINT STRIPE
NEW CONCRETE
EXISTING CONCRETE
EXISTING WALL
EXISTING UNDERGROUND ELECTRIC
NEW SEWER CLEANOUT
EXISTING SEWER CLEANOUT
EXISTING WATER VALVE
NEW WATER METER
NEW BACKFLOW PREVENTER
EXISTING FIRE HYDRANT
EXISTING AIR RELEASE VALVE
EXISTING DRYWELL
EXISTING TRANSFORMER
EXISTING MAIL BOX
EXISTING SIGN
EXISTING SITE LIGHT
EXISTING STREET LIGHT
EXISTING ELECTRICAL EQUIPMENT
SURVEY MONUMENT AS NOTED
CO
W
BF
A
DW
M
EE
RADIUS
PAVEMENT (ASPHALT)
CONCRETE
TOP OF CURB
FINISHED GRADE
TOP OF FOOTING
TOP OF WALL
LOW POINT
HIGH POINT
GRADE BREAK
FINISHED FLOOR ELEVATION
FINISH GRADE HIGH
FINISH GRADE LOW
PUBLIC UTILITY EASEMENT
RIM
LENGTH
SLOPE
R
P
C
TC
FG
TF
TW
LP
HP
GB
FFE
FGH
FGL
PUE
R:
L:
S:
GUTTER
G
EXISTING RIGHT-OF-WAY
PROJECT/NEW PROPERTY LINE
EXISTING PROPERTY LINE
2321
MATCH EXISTING
ME
INVERT
I:
CO
IN THE NW 1/4 OF THE SW 1/4 OF SECTION 21,
T. 1 S., R. 5 E., G.&S.R.M.,
CITY OF CHANDLER, MARICOPA COUNTY, ARIZONA
LOCATION MAP
NORTH
3" = 1 MILE
16
17
20 21
15
16
21 22
20 21
28
29
21 22
27
28
ALMA SCHOOL ROAD
RAY ROAD
WARNER ROAD
ARIZONA AVENUE
KNOX ROAD
THIS
PROJECT
SCALE: 1"=100'
ALMA SCHOOL ROAD
PLEASANT DRIVE
NEW
BUILDING
EXISTING
BUILDING
NEW CURB
M M
M
M
M
EE
EE
EE
CO
CO
CO
CO
CO
A
C
L
L
DW
CO
CO
CO
COCO
P
W
BF
DATE
NO.
REVISION
OF
4450 north 12th street
suite 228
phoenix, arizona 85014
p: 623.282.2498
e: jphunt@cypresscivil.com
3
SHEET NUMBER
Call at least two full working days
before you begin excavation.
Dial 8-1-1 or 1-800-STAKE-IT (782-5348)
In Maricopa County: (602) 263-1100
PRELIMINARY IMPROVEMENT PLAN for PHOENICIAN
MEDICAL OFFICE - VILLAGES OF CHANDLER
1345 NORTH ALMA SCHOOL ROAD CHANDLER, ARIZONA
R
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(
C
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)
53640
JEFFREY P.
HUNT
C
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08
05
20
21
DRAWN:
DESIGNED:
CHECKED:
DATE:
JOB NO:
PT
JH
JH
08-05-2021
20.139
THESE PLANS ARE PRELIMINARY AND ARE NOT FOR CONSTRUCTION OR RECORDING
KEYNOTES
2
grading and drainage plan
0'
20'
40'
10'
SCALE: 1"=20'
C.I. = 1 FOOT
APN: 302-43-180Z
VILLAGES OF CHANDLER TRACT C
BK. 254, PG. 16, M.C.R.
EXISTING BUILDING
FFE=1206.94
NEW BUILDING
FFE=1206.60
ALMA SCHOOL ROAD
N 00°00'00" W 2641.57' (BASIS OF BEARINGS)
927.64'
1713.93'
N 90°00'00" W
300.98'
PLEASANT DRIVE
FOUND BRASS CAP IN HANDHOLE
SOUTHWEST CORNER OF
SECTION 21, T1S, R5E
FOUND BRASS CAP IN HANDHOLE
WEST QUARTER CORNER OF
SECTION 21, T1S, R5E
S 45°00'00" W 170.66'
N 45°00'00" W 106.33'
N 45°00'00" E 119.87'
N 90°00'00" W 71.83'
S 45°00'00" E 55.54'
EXISTING 7' ELECTRIC EASEMENT
PER DOC. 86.419731
EXISTING 8' PUE
PER BK. 254 OF MAPS, PG. 16
APN: 302-43-898
VILLAGES OF CHANDLER TRACT C
BK. 254, PG. 16, M.C.R.
EXISTING BUILDING
FFE=1206.89
APN: 302-43-180Y
VILLAGES OF CHANDLER TRACT C
BK. 254, PG. 16, M.C.R.
EXISTING BUILDING
EXISTING FIRE
HYDRANT
(05.40TC)
(05.11P)
(05.40TC)
(04.97P)
(05.54TC)
(05.21P)
(05.24TC)
(04.89P)
(05.51TC)
(05.07P)
(05.51TC)
(05.04P)
(05.18TC)
(04.81P)
(05.19TC)
(04.74P)
(05.19TC)
(04.71P)
(05.45TC)
(05.03P)
(05.32TC)
(04.97P)
(05.37TC)
(05.08P)
(05.21TC)
(04.81P)
(05.50TC)
(05.23P)
(05.52TC)
(05.01P)
(06.28TC)
(05.90P)
(06.56TC)
(06.12P)
(06.76TC)
(06.26P)
(06.89TC)
(06.39P)
(05.46TC)
(05.52P)
(04.73TC)
(04.78P)
(04.95TC)
(04.94P)
(04.91TC)
(04.46P)
(04.94TC)
(04.54P)
(04.51TC)
(04.45P)
(04.91TC)
(04.57P)
(04.91TC)
(04.56P)
(05.16TC)
(04.67P)
(04.59P)
(04.52P)
(04.62P)
(04.59P)
(05.45TC)
(04.90P)
(05.06TC)
(04.64P)
(04.69P)
(04.77P)
(04.71P)
(05.17TC)
(04.68P)
(05.22TC)
(04.78P)
(05.24TC)
(04.79P)
(04.94P)
(04.88P)
(05.26TC)
(04.76P)
(05.51TC)
(05.08P)
(05.49TC)
(05.06P)
(05.29TC)
(04.86P)
(04.35P)
(05.04TC)
(04.58P)
(04.75TC)
(04.23P)
(05.00TC)
(04.55P)
(05.32TC)
(04.87P)
(05.51TC)
(04.99P)
(04.82P)
(05.51TC)
(05.07P)
(05.22TC)
(04.77P)
(05.79C)
(06.04C)
(06.04C)
(06.20C)
(06.06C)
(05.45C)
05.60C
05.55C
06.55C
06.60FF
06.60C
(05.55C)
4.8%
(06.20C)
(06.12C)
(04.95G)
G.B.
(05.10G)
06.60FF
06.55C
06.60FF
05.50FG
06.60FF
05.50FG
06.60FF
06.60C
05.50C
06.45C
06.60FF
06.60C
06.50C
2.6%
3.0%
06.60FF
06.00FG
06.60FF
06.00FG
06.60FF
06.00FG
06.60FF
06.60C
1.8%
05.35C
1205.50
1205.00
1205.00
1205.50
05.95FG
0.5%
05.70FG
06.60FF
06.60C
05.50C
06.60FF
06.60C
06.60FF
06.60C
2.8%
06.60FF
06.00FG
06.60FF
06.00FG
EXTREME STORM WATER
OUTFALL ELEV=1205.10
EXISTING RETENTION BASIN AREA
PER CHANDLER SQUARE AS-BUILTS
DATED 03-10-1987
EXISTING RETENTION BASIN AREA
PER CHANDLER SQUARE AS-BUILTS
DATED 03-10-1987
EXISTING RETENTION BASIN AREA
PER CHANDLER SQUARE AS-BUILTS
DATED 03-10-1987
1
EXISTING ASPHALT TO REMAIN.
2
EXISTING CURB TO REMAIN.
3
EXISTING CONCRETE SIDEWALK TO REMAIN.
4
EXISTING ACCESSIBLE RAMP TO REMAIN.
5
EXISTING CONCRETE VALLEY GUTTER TO REMAIN.
6
EXISTING CURB OPENING AND CONCRETE SPILLWAY TO
REMAIN.
7
EXISTING STORM DRAIN PIPE TO REMAIN.
8
EXISTING STORM DRAIN CATCH BASIN TO REMAIN.
9
EXISTING DRY WELL TO REMAIN.
10
NEW SIDEWALK RAMP WITH HANDRAIL.
11
NEW CONCRETE SIDEWALK.
12
NEW GRADED LANDSCAPE SWALE.
13
NEW CONCRETE STAIR RISERS.
14
NEW CONCRETE VERTICAL CURB.
15
NEW ASPHALT PAVEMENT.
1
1
1
2
2
2
3
3
3
4
4
5
6
6
6
6
6
6
6
7
7
6
8
6
6
EXISTING RETENTION BASIN AREA
PER CHANDLER SQUARE AS-BUILTS
DATED 03-10-1987
9
10
11
11
11
11
11
11
11
3
12
13
0.5%
8
8
06.50C
1:12
1204
1205
4:1
6:1
6" DEPRESSED RETENTION AREA
TO DRAIN VIA NATURAL
PERCOLATION
VOL=450 CF
14
11
14
14
14
15
15
15
15
15
M M
M
M
M
EE
EE
EE
CO
CO
CO
CO
CO
A
C
L
CO
CO
CO
COCO
P
W
BF
DATE
NO.
REVISION
OF
4450 north 12th street
suite 228
phoenix, arizona 85014
p: 623.282.2498
e: jphunt@cypresscivil.com
3
SHEET NUMBER
Call at least two full working days
before you begin excavation.
Dial 8-1-1 or 1-800-STAKE-IT (782-5348)
In Maricopa County: (602) 263-1100
PRELIMINARY IMPROVEMENT PLAN for PHOENICIAN
MEDICAL OFFICE - VILLAGES OF CHANDLER
1345 NORTH ALMA SCHOOL ROAD CHANDLER, ARIZONA
R
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53640
JEFFREY P.
HUNT
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08
05
20
21
DRAWN:
DESIGNED:
CHECKED:
DATE:
JOB NO:
PT
JH
JH
08-05-2021
20.139
THESE PLANS ARE PRELIMINARY AND ARE NOT FOR CONSTRUCTION OR RECORDING
3
onsite utility plan
PRIVATE WATER KEYNOTES
1
NEW 2" SERVICE AND METER FOR DOMESTIC WATER
SERVICE.
2
NEW 2" DOMESTIC WATER LINE.
3
NEW DOMESTIC BACKFLOW PREVENTER.
4
PAVEMENT REPLACEMENT FOR WATER TRENCH.
PRIVATE FIRE LINE KEYNOTES
1
CONNECT TO EXISTING POST INDICATOR VALVE STUB
FOR FIRE SERVICE.
2
NEW 6" DIP FIRE LINE.
3
EXISTING PRIVATE FIRE SERVICE.
PRIVATE SEWER KEYNOTES
1
CONNECT TO EXISTING 8" PVC SEWER STUB.
2
NEW 6" PVC SDR-35 SEWER LINE.
3
CONNECT TO BUILDING SANITARY SEWER.
4
PAVEMENT REPLACEMENT FOR SEWER TRENCH.
APN: 302-43-180Z
VILLAGES OF CHANDLER TRACT C
BK. 254, PG. 16, M.C.R.
EXISTING BUILDING
FFE=1206.94
NEW BUILDING
FFE=1206.60
ALMA SCHOOL ROAD
N 00°00'00" W 2641.57' (BASIS OF BEARINGS)
927.64'
1713.93'
N 90°00'00" W
300.98'
PLEASANT DRIVE
FOUND BRASS CAP IN HANDHOLE
SOUTHWEST CORNER OF
SECTION 21, T1S, R5E
FOUND BRASS CAP IN HANDHOLE
WEST QUARTER CORNER OF
SECTION 21, T1S, R5E
S 45°00'00" W 170.66'
N 45°00'00" W 106.33'
N 45°00'00" E 119.87'
N 90°00'00" W 71.83'
S 45°00'00" E 55.54'
EXISTING 7' ELECTRIC EASEMENT
PER DOC. 86.419731
EXISTING 8' PUE
PER BK. 254 OF MAPS, PG. 16
APN: 302-43-898
VILLAGES OF CHANDLER TRACT C
BK. 254, PG. 16, M.C.R.
EXISTING BUILDING
FFE=1206.89
APN: 302-43-180Y
VILLAGES OF CHANDLER TRACT C
BK. 254, PG. 16, M.C.R.
EXISTING BUILDING
EXISTING FIRE
HYDRANT
SCALE: 1"=20'
0'
20'
40'
10'
EXISTING MANHOLE
R:1205.49
I:1198.73(S)
I:1198.74(E)
I:1198.79(NW)
EXISTING 8" PVC SEWER STUB PER
CHANDLER SQUARE AS-BUILTS
DATED 03-10-1987
I:1199.34(S)
MAXIMUM INVERT DEPTH
I:1202.22
BASED ON EXISTING STUB INVERT
AND 1.1% MIN SLOPE FOR 6"
PRIVATE SERVICE TO BUILDING
1
3
4
2
1
2
1
2
3
4
Sheet Title:
Sheet No:
Project No:
Registration:
Drawn By:
7700 E Indian School Rd Scottsdale, AZ 85251
JONATHAN AMMON
Jammon@JammonStudios.com
602.689.9552
Date:
Reviewed By:
Parking Study
PP102
1345 PARKING STUDY FOR SURGICAL
CENTER EXPANSION
1345 N Alma School Rd, Chandler,
AZ
1345
JammonStudios
2021-08-06
JA
1" = 60'-0"
1
PARKING STUDY_1345 N ALMA SCHOOL
1381 N ALMA SCHOOL
8,600 SF
50% RESTAURANT
50% MEDICAL
1371 N ALMA SCHOOL
9,115 SF
100% RESTAURANT
1361 N ALMA SCHOOL
6,290 SF
100% MEDICAL OFFICE
1351 N ALMA SCHOOL
LEVEL 1 OFFICE
10,600 SF
*HALLWAY 1,248 SF
*BATHROOM 288 SF
LEVEL 2 OFFICE
11,437 SF
*HALLWAY 1,284 SF
BATHROOM 288 SF
1331 N ALMA SCHOOL
LEVEL 1 BANK
5,200 SF
*HALLWAY
533 SF
*BATHROOM
288 SF
PARKING COUNT [EXISTING]
TYPICAL: 641
ADA ACCESSIBLE: 16
TOTAL: 657
1347 N ALMA SCHOOL
LEVEL 1 OFFICE
10,600 SF
*HALLWAY 1,248 SF
*BATHROOM 288 SF
LEVEL 2 OFFICE
11,437 SF
*HALLWAY 1,284 SF
*BATHROOM 288 SF
1343 N ALMA SCHOOL
LEVEL 1 OFFICE
10,600 SF
*HALLWAY 1,248 SF
*BATHROOM 288 SF
LEVEL 2 OFFICE
11,437 SF
*HALLWAY 1,284 SF
*BATHROOM 288 SF
1345 N ALMA SCHOOL (PROPOSED)
LEVEL 1 OFFICE
12,625 SF
FUTURE LOADING ZONE FOR 10%
DECREASE IN PARKING
REQUIREMENT FROM THE
SOUTHERN AREA OF THE SITE
FUTURE LOADING ZONE FOR 10%
DECREASE IN PARKING
REQUIREMENT FROM THE
NORTHERN AREA OF THE SITE
No:
Revision
Date