Attachment D - PHO Application - PHO-2-24--Z-58-19-7.pdf
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PLEASE RESPOND ELECTRONICALLY TO TERESA GARCIA 2ND FLOOR, 602-262-7399
To:
Date: November 14, 2024
From:
Departments Concerned
Joshua Bednarek
Planning & Development Department Director
Subject: P.H.O. APPLICATION NO. PHO-2-24--Z-58-19-7 – Notice of
Pending Actions by the Planning Hearing Officer
1.
Your attention is called to the fact that the Planning Hearing Officer will
consider the following case at a public hearing on December 18, 2024.
2.
Information about this case is available for review at the Zoning Counter in
the Planning and Development Department on the 2nd Floor of Phoenix City
Hall, telephone 602-262-7131, Option 6.
3.
Staff, please indicate your comments and respond electronically to
pdd.pho@phoenix.gov or you may provide hard copies at the Zoning Counter
in the Planning and Development Department on the second floor of Phoenix
City Hall by November 21, 2024.
DISTRIBUTION
Mayor’s Office (Tony Motola), 11th Floor
City Council (Stephanie Bracken), 11th Floor
Aviation (Jordan D. Feld)
CED (Michelle Pierson), 20th Floor
Fire Prevention (Joel Asirsan), 2nd Floor
Neighborhood Services (Gregory Gonzales, Lisa Huggins), 4th Floor
Parks & Recreation (Todd Shackelford), 16th Floor
Public Transit (Michael Pierce)
Street Transportation Department (Maja Brkovic, Josh Rogers, Alan Hilty, Chris Kowalsky),
5th Floor
Street Transportation - Ped. Safety Coordinator (Kurt Miyamoto), 5th Floor
Street Transportation - Floodplain Management (Tina Jensen, Priscilla Motola, Rudy Rangel),
5th Floor
Water Services (Don Reynolds, Victor Romo), 8th Floor
Planning and Development (Joshua Bednarek, Tricia Gomes), 3rd Floor
Planning and Development/Information Services (Ben Ernyei, Andrew Wickhorst), 4th Floor
Planning and Development/Historic Preservation Office (Kevin Weight), 3rd Floor
Planning Hearing Officer (Byron Easton, Teresa Garcia), 2nd Floor
Village Planner (Sam Rogers, South Mountain Village)
Village Planning Committee Chair (Trent Marchuk, South Mountain Village)
ATTACHMENT D
200 W. Washington St., 2nd Floor, Phoenix, AZ 85003 ● 602-626-7131
APPLICATION FOR PLANNING HEARING OFFICER ACTION
APPLICATION NO: PHO-2-24--Z-58-19-7
Council District: 7
Request For: Stipulation Modification
Reason for Request: Request to modify Stipulation 2 regarding streetlighting along Pueblo Avenue;Request to modify
Stipulation 6 regarding undergrounding and relocation of existing irrigation facilities.
Contact Information
Name
Relationship
Type
Address
Phone
Fax
Email
Chicanos Por La
Causa
Owner
1008 East Buckeye
Road Unit 115,
Phoenix AZ, 85034
6022570700
prince.twumasi@cplc.org
Prince Twumasi
Representative
1008 East Buckeye
Road Unit 115,
Phoenix AZ, 85034
4807441552
prince.twumasi@cplc.org
Chicanos Por La
Causa Inc.
Applicant
1008 East Buckeye
Road Unit 115,
Phoenix AZ, 85034
6022570700
prince.twumasi@cplc.org
Property Location: Northeast corner of 6th Avenue and Broadway Road
Acreage: 10.9
Geographic Information
Zoning Map
APN
Quarter Section
E8
113-07-120C
Q5-27
Village:
South Mountain
An applicant may receive a clarification from the city of its interpretation or application of a statute, ordinance, code or authorized
substantive policy statement. To request clarification or to obtain further information on the application process and applicable
review time frames, please call 602-262-7131 (option 6), email zoning@phoenix.gov or visit our website at
https://www.phoenix.gov/pdd/licensing-time-frames
A Filing Fee had been paid to the City Treasurer to cover the cost of processing this application. The fee will be retained to cover
the cost whether or not the request is granted
I declare that all information submitted is true and correct to the best of my knowledge and belief. I acknowledge that any error in
my application may be cause for changing its normal scheduling.
Signature: ____________________________________________________ DATE: ___________________
Fee Information
Fee
Fee Waived
Fee Date
Purpose
$1,080.00
$0.00
PHO (1-2 stipulations)
Chicanos Por La Causa (CPLC) is currently constructing a new multifamily apartment complex consisting
of 161 units on 4.2 acres of vacant land between 6th and Central Avenue on Broadway Road. This
project constitutes Phase I of the PUD. The original PUD area, consisting of 10.90 gross acres is shown
outlined in red below.
The site was part of a 2022 PHO case (PHO 1-22-Z-58-19-7) and was subject to a stipulation that
required the developer to complete necessary dedications and land transfers in relation to the existing
irrigation facilities prior to obtaining plat and/or civil plan review approval. In 2023 Council approved an
amendment to that stipulation changing the requirement of necessary land transfer dedications to be
completed before Certificate of Occupancy (PHO 1-22-Z-58-19-7).
6. Existing irrigation facilities along 6th Avenue and Broadway Road are to be undergrounded
and relocated outside of City right-of-way. Contact SRP to identify existing land rights and
establish the appropriate process to relocate facilities. Relocations that require additional
dedications or land transfer require completion prior to obtaining plat and/or civil plan review
approval A CERTIFICATE OF OCCUPANCY FOR THE DEVELOPMENT.
CPLC is requesting an adjustment to stipulation #6 of the approved PHO case (PHO 1-22-Z-58-19-7) as
approved by Ordinance G-6988 to read as follows:
6. WITHIN SIX MONTHS OF SRP AND THE BUREAU OF RECLAMATION GRANTING APPROVAL TO
RELOCATE THE CANAL EASEMENT AND ISSUING OFFICIAL NOTICE TO PROCEED TO CPLC,
Eexisting irrigation facilities along 6th Avenue and Broadway Road are to be undergrounded and
relocated outside of City right-of-way. Contact SRP to identify existing land rights and establish
the appropriate process to relocate facilities. Relocations that require additional dedications or
land transfer require completion prior to obtaining plat and/or civil plan review approval
CERTIFICATE OF OCCUPANCY FOR THE DEVELOPMENT.
Rationale:
The intent of this language is to ensure that the city right-of-way is protected, and the future irrigation
easement is not overlapping. The relocation of the irrigation facilities is scheduled to be done during
Phase II of the Development and after Phase I has obtained Certificate of Occupancy and after SRP has
issued official Notice to Proceed to CPLC for the irrigation underground work to take place. The
permitted civil plans and SRP irrigation plans have been designed to ensure the two land rights do not
conflict per the approved civil plan. SRP and the Bureau of Reclamation are still processing approval of
the easement relocation with CPLC’s assistance. The CPLC development team has been in
communication with the city and has proposed alternate routes for access to the Phase I site that do not
involve crossing the canal, so the Phase I Development can meet all the criteria required for a Certificate
of Occupancy.
CPLC also requests an adjustment to stipulation #2.
2. The developer shall provide a total of 32 feet of paving with curb, gutter, a minimum five-foot
wide sidewalk and streetlighting along Pueblo Avenue and facilitate the pavement along the
"out parcel" (APN 113-05-045). If the developer is unable to procure the "out parcel" for the
local street pavement requirement, the development shall not have access along the entirety of
Pueblo Avenue except for one combined access point for emergency and refuse collection only
at the eastern limits of the property, as determined by Planning and Development and Street
Transportation Departments.
CPLC is requesting an adjustment to stipulation #2 of the approved PHO case (PHO 1-22-Z-58-19-7) as
approved by Ordinance G-6988 to read as follows:
2. The developer shall provide a total of 32 feet of paving with curb, gutter, a minimum five-foot
wide sidewalk and streetlighting along Pueblo Avenue and facilitate the pavement along the
"out parcel" (APN 113-05-045). If the developer is unable to procure the "out parcel" for the
local street pavement requirement, the development shall not have access along the entirety of
Pueblo Avenue except for one combined access point for emergency and refuse collection only
at the eastern limits of the property, as determined by Planning and Development and Street
Transportation Departments. THE STREETLIGHTING ALONG PUEBLO AVENUE WILL BE
COMPLETED AS PART OF THE PHASE II DEVELOPMENT THEREFORE, NOT REQUIRED TO BE
COMPLETED TO OBTAIN A CERTIFICATE OF OCCUPANCY FOR PHASE I OF THE DEVELOPMENT.
Rationale:
This proposal is a clarification that the streetlighting will be fully completed during the Construction of
Phase II where it is needed. The intent of this change is to allow CPLC to obtain a certificate of
occupancy for Phase I of the development where street light poles are existing and adequately lighting
pueblo avenue for phase I of the development. When the work for Phase I is completed per approved
plans, CPLC will design, permit, and install the required streetlighting work during Phase II of the
Development.
CPLC’s development team believes these changes retain the intent of the original stipulations while
allowing CPLC to develop the site per schedule.
Sincerely,
Prince Twumasi
Real Estate Operations, Planner
Chicanos Por La Causa, Inc. Real Estate Operations
1008 East Buckeye Rd. Phoenix AZ 85034
City of Phoenix
Pl.ANNING & DMLOPMENT DEPARTMENT
June 14, 2022
Prince Twumasi
1112 East Buckeye Road
Phoenix, AZ 85034
RE:
PHO-1-22-Z-58-19-7 - Northeast corner of 6th Avenue and Broadway Road
Dear Applicant:
Please be advised that the Phoenix City Council, in accordance with the provisions of
Section 601 of the Zoning Ordinance, as amended, has on May 25, 2022, approved
Zoning Ordinance# G-6988.
Development and use of the site is subject to compliance with all applicable codes and
ordinances.
Planner Ill
Attachment: Signed Ordinance
c: Chicanos Por La Causa
Bradley Wylam, POD-Planning (Electronically)
Joshua Bednarek, POD-Development (Electronically)
Greg Gonzales, NSD (Electronically)
Sina Matthes, City Council (Electronically)
Tony Motola, Mayor's Office (Electronically)
Book
Case File
ORDINANCE G-69B8
Official Records of Maricopa County Recorder
STEPHEN RICHER
20220497097 06/1312022 04:12
ELECTRONlC RECORDING
6988G-8-1-1--
AN ORDINANCE AMENDiNG THE STIPULATiONS APPLICABLE
TO REZONING APPLICATION Z-58-19-7 PREVIOUSLY
APPROVED BY-ORDINANCE G-6716.
BE IT ORDAINED BY THE COUNCIL OF THE CITY OF PHOENIX, as
follows:
SECTION 1. The zoning stipulations applicable to the property lopated at
the northeast corner of 6th Avenue and Broadway Road in a portion of Section 20,
Township 1 North, Range 3 East, as described more speclflcally ln Attachment "A", are
hereby-modified to read as set forth below.
STIPULATIONS:
1.
An updated Development Narrative for the Broadway and Central PUD
reflecting the changes approved through this request shall be submitted to the
Planning Department within j4 days of City Council approval of this request.
The updated Development Narrative shaH be consistent with Development
Narrative date stamped April 24, 2020 as modified by the following stipulations.
a.
Page 1:
1) , Add nHearing Draft: April 24, 2020"
2}
Add "City Council adopted: [Insert Adoption date]"
b.
Page 7:
Mod
I
,,t-
1)
Replace text with the following: Where buitdings are adjacent to
a pedestrian accessway, a frontage type shall be required. If
frontage does not contain an entrance, units adjacent to a
pedestrian accessway shall be designed with windows and/or
balconies overlooking the accessway.
c.
Pages 6 and 7:
1)
Add the following text in Section 1304 General Site Development
Standards: The western most paseo may deviat~ from the 3rd__ ..
Avenue alignment up to 175 feet if the deviation is marked by
. pedestrian oriented wayfinding; the southern most connection to
Broadway Road shall be constructed after the SRP facility is
buried and easements issues resolved, no later than the
development of the town homes depicted on Exhibit E.
\-
d.
Page8:
1)
Replace text in Section 1309 Landscape Standards, 6th Avenue
and Pueblo Avenue frontage, with the following: Shall be planted
with large canopy, single trunk, shade trees p,aced a minimum of
20 feet on center or in equivalent groupings installed between
the sidewalk and the buildings. The trees allowed in the planting
area may be adjusted or removed based on input from SRP or
the Water Services .Department.
2)
Replace text in Section 1309 Landscape Standards, Broadway
Road, with the following: The sidewalk and tree diagram
contained in Exhibit C of this PU □ shall apply. Planting details
are provided in Section 1312 character areas of this table. The
trees allowed in the planting area may be adjusted based on
input from SRP or the Water Services Department; however. the
requirement for trees shall not be removed.
e.
Replace Exhibit E with the Site Plan date stamped May 21, 2020.
2.
The developer shall provide a total of 32 feet of paving with curb, gutter, a
minimum five-foot wide sidewalk and streetlighting· along Pueblo Avenue and
facilitate the pavement along the "out parcel• (APN 113-05·045). If the
developer is unable to procure the ~out parcel" for the local street pavement
requirement, the development shall not have access along the entirety of
'Pueblo Avenue except for one combined access point for emergency and
refuse collection only at the eastern limits of the property, as determined by
Planning and Development and Street Transportation Departments.
2
Ordinance G-6988
Mod
3.
The developer shall dedicate 25 feet of right-of-way for the south half of
Pueblo Avenue, as approved by the Planning and Development Department.
..........
' ,, .........
4.
The'developer shall dedicate a 14-foot Sidewalk Easement along Broadway
Road, for the entire length of the development, to accommodate a detached
~idewalk .and shade trees adjacent to the sidewalk, as approved by the
. Planning and Development and Street Transportation Departments.
5.
The developer shall dedicate 5 feet of right-of-way for the east half of 6th
Avenue, as approved by the Street Transportation Department.
6. . Existing irrigation facilities along 6th Avenue and Broadway Road are to be
undergrounded and reilocated outside of City right-of-way. Contact SRP to
identify existing land rights and establish the appropriate process to relocate
facilities. Relocations that require additional dedications or land transfer
require completion prior to obtaining plat and/or ci>.'il plaR F&'Jiew approval A
CERTIFICATE OF OCCUPANCY FOR THE DEVELOPMENT.
7.
The developer shall provide enhanced internal pedestrian circulation with a
primary access point at the intersection of 6th Avenue and Broadway Road.
The access point shall be enhanced with a minimum 700 square foot
landscaped area planted with droughMolerant plant materials providing
seasonal interest and 75 percent llve cover and a bollard ·light path or lighted
art element vlslble from the perimeter of the site. The above shall be approved
by the Planning and Development Department.
8.
The developer shall construct all streets within and adjacent to the
development witti paving, curb, gutter, sidewalk, curb ramps, streetlights,
median islands, landscaping and other incidentals, as per plans approved by
the Planning and Development Department. All improvements shall comply
with all ADA accessibility standards.
9.
The applicant shall submit a Traffic Impact Study/Statement to the City for this
development. No preliminary approval of plans shall be granted until the study
is reviewed and approved by the City. Contact Mr. Matthew Wilson, Traffic
Engineer Ill, (602) 262-7580, to set up a meeting to discuss the requirements
of the statement/study. Upon con:ipletion of the TIS the developer shall submit
the completed TIS to the Planning and Development Department counter wit~
Instruction-to forward the study to the Street Transportation Department,
Design Section.
10.
The developer shall record a Notice to Prospective Purchasers of Proximity to
Airport in order to disclose the existence and operation al characteristics of
Phoenix Sky Harbor International Airport (PHX) to future owners or tenants of
the property.
3
Ordinance G-6988
'
'
'
\ .... ,..·
11.
In the event archaeological materials are encountered during construction, the
developer shall immediately cease all ground-disturbing activities within a 33~
foot radius of the discovery, notify the CHy Archae_plogist, and allow Ume for
the Archaeology Office to properly assess the' m'aierials.
.. ·--··· 12.. Prior to preliminary site plan approva\, the landowner.shall execute a •
Proposition 207 Waiver of Claims form. The Waiver shall be recorded with the
Maricopa County Recorder's Office and delivered to the City to be included in
the rezoning application file for record.
SECTION 2. Due to the site's specific physical conditions and the use
district-granted pursuant to Ordinance G-6716 this portion of the rezoning Is now subject
to the stipulations approved pursuant to Ordinance G-6716 and as modified Jn Section 1
,
of this Ordinance. Any violation of the stipulation is a violation of the City of Phoenix
Zoning Ordinance. Building permits shall not be issued for the subject site until all the
stipulations have been met.
SECTION 3. If any section, subsection, sentence, clause, phrase or
portion of this ordinance is for any reason held to be invalid or unconstitutional by the
decision of any court of competent jurisdiction, such decision shall not affect the validity
of the rema1n·Jng portions hereof.
PASSED by the Council of the City of Phoenix this 25th day of May. 2022.
MAYOR
lty Clerk
06·//j. itfi7,
4
Ordinance G·6988
I
..,
APPROVED AS TO FORM:
Cris Meyer, City Attorney
..... -..
;
Acting Chief Couosel
Exhibits:
A - Legal Description (2 Pages)
B - Ordinance Location Map (1 Page)
PML:eff:LF22-0456:5•25-2022:2320627_ 1.docx
5
Ordinance G..S988
EXHIBIT A
LEGAL DESCRIPTION FOR PH0-1-22-2-58-19-7
PARCEL NO. 1: 113-07-120A:
A part of the Southw~st quarter of Section 20, Township 1 North, Range 3 East of the~-
Gila and Salt River Base and Meridian, Maricopa County, Arizona. described as follows:
BEGINNING at an iron pipe on the South line of said Section 20, a distance of 959.4
feet West of the intersection of said Section line with the center of Central A venue,
being at the Southeast comer of the tract and identical with the Southwest comer of the
Pasely Tract, running;
•
•
THENCE North 454.6 feet to a point identical to the Northwest comer of Rosas Tract;
THENCE West on a straight line continuing the course of the North line of the Rosas
Tract, 576 feet;
THENCE South 454 feet to a point on the South line of said Section;
THENCE East on the Section line 576 feet to the POINT OF BEGINNING.
PARCEL NO. 2: 113-05-044:
That part of the Southwest quarter of Section 20, Township 1 North, Range 3 East of
the Gila River an~ Salt River Base and Meridian, described as follows:
BEGINNING at a point on the South line of said Section, distant 1535.4 feet West of the
point of intersection ·of said Section line with the center line of Central A venue, said
point being identical with the Southwest comer of the A.J. Crawford Tract;
Thence North along said West line of the A.J. Crawford Tract, 150 feet;
~ ...
..
.
Thence South 89 degrees 44 minutes West parallel to the South line of Pueblo A venue,
as shown on map of Central Gardens, recorded in Book 31 of Maps, page 3, records of
Maricopa County, Arizona, 182.6 feet;
Thence North parallel to the West line of the A.J. Crawford Tract 298 feet-to the South
line of said Pueblo Avenue;
Thence South 89 degrees 44 minutes west along the South line of Pueblo Avenue, a
distance of 400 feet to a stone being the Northwest comer of tract of land herein
described;
6
Ordinance G-6988
Thence South 5 degrees 35 minutes East 448 feet to a point on the South line of said
Section;
Thence East alo~g the South line of said Section 544.6 feet to the Point' of..-:sBeginning,
EXCEPT that portion conveyed to the City of Phoenix in deed recorded in Docket 7998,
page 223.
7
Ordinance G-6988
I
Cr'•
ORDINANCE LOCATION MAP
EXHIBITB
ZONING SUBJECT TO STIPULATIONS:*
SUBJECTAREA:• • ■ •·•
!
l
r.-'"
_;:___J
~- ... )
~·--~- · 1
0
235
470
I
f
940 Feet
I
8
Zoning Case Number: PH0·1·22-Z·68·1ll-7
Zoning Overlay: Rio Salado Interim Overlay District
Planning Village: South Mo1intaln
BROADWAYR
SOUTHERNAV ;i-w--w-1...,..M-+.,.-.1..14-J-I
BASELINE R 1J.--1....u--1--1-,,-J+~ ...... --1-
DOBBINS R --H--'-~
PH0·1 ·22-Z·li8·19·7
NOTTO SCALE
Drawn Date: 4125/2022
Ordinance G-6988
S 6TH AVE
S 3RD AVE
W BROADWAY RD
ALLEY
W PUEBLO AVE
C-3
C-3
R-3
R1-6
PUD*
R-5
R-5
Planning & Development Department
PHO-2-24--Z-58-19-7
Property Location: Northeast corner of 6th Avenue and Broadway Road
0
130
260
65
Feet ´
S 6TH AVE
ALLEY
S 3RD AVE
W BROADWAY RD
W PUEBLO AVE
C-3
C-3
R-3
R1-6
PUD*
R-5
R-5
mapservices@phoenix.gov
Planning & Development Department
PHO-2-24--Z-58-19-7
Property Location: Northeast corner of 6th Avenue and Broadway Road
0
130
260
65
Feet ´
UP
UP
UP
BROADWAY ROAD
50'-0"
PUEBLO AVE
PASEO
PASEO
COURTYARD
LEASING OFFICE
10
10
10
RECYCLING
TRASH
TRASH
TRASH
TRASH
WALKING TRAIL
SPLASH
PAD
PLAYGROUND
WALKING TRAIL
PASEO
PASEO
EXISTING FIRE
HYDRANT
EXISTING
POWER POLE
TRANSFORMER
TRANSFORMER
PROPERTY LINE 135.00
9
8
8
9
10
CL
11'-0"
5'-0"
11'-0"
CL
CL
8'-6"
15'-6"
2'-6"
CL
CL
11'-0"
5'-0"
11'-0"
LANDSCAPE AREA, PER
LANDSCAPE DRAWINGS
R.O.W.
25'-0"
PUE
8'-0"
PROPERTY LINE 575.83
BLDG SETBACK R1-6
75'-0"
30' BLDG HT. SETBACK
30'-0"
11'-6"
20'-6"
32'-6"
PROPERTY LINE 451.47
PROPERTY LINE 298.80
PROPERTY LINE 152.22
PROPERTY LINE 440.83
R.O.W.
40'-0"
2'-0"
SRP ESMT.
20'-0"
SW ESMT
14'-0"
TRANSMISSION ESMT.
15'-0"
9
9
9
LOADING
SPACE
8'-6"
15'-6"
(5) COMPACT
10'-0"
5'-6"
2'-6"
15'-6"
26'-0"
15'-6"
2'-6"
8'-6"
8'-0"
(2) BICYCLE
PARKING
227'-0"
60'-0"
60'-0"
NEW 6' HT.
CMU WALL
NEW FIRE
HYDRANT
FDC
LANDSCAPE
SITE LIGHTING 15' HEIGHT, TYP.
LANDSCAPE
FIRE LANE
20'-0"
5'-0"
5'-0"
TRANSFORMER
3
161 PARKING SPACES
UNASSIGNED/UNCOVERED
7
2'-6"
(6) BICYCLE
PARKING
6' HT. GROUND
FACE CMU TRASH
ENCLOSURE WALL
26'-0"
5'-0"
NEW FIRE
HYDRANT
NEW FIRE HYDRANT
UNDERGROUND
RETENTION
5'-0"
5'-0"
5'-0"
LANDSCAPE
SITE LIGHTING
15' HEIGHT, TYP.
PAVERS AT PASEO
CROSSINGS
R 45' - 0"
20'-0"
2'-6"
15'-6"
SIDE LOT LINE
BUILDING SETBACK
0" MIN.
MONUMENT SIGN
10X20
10X20
LANDSCAPE
LANDSCAPE
BIKE FIX STATION
CROSSWALK
8' S/W
8' S/W
8' S/W
R 45' - 0"
6' HT. GROUND
FACE CMU TRASH
ENCLOSURE WALL
R 28' - 6"
R 44' - 0"
LANDSCAPE STBK.
5'-0"
(4) COMPACT
(2) COMPACT
2'-6"
15'-6"
26'-0"
15'-6"
2'-6"
8'-0"
8'-6"
8'-0"
NEW 6' HT. CMU WALL
26'-0"
NEW FIRE
HYDRANT
FIRE RISER
6' HT. GROUND FACE CMU TRASH
ENCLOSURE WALL
LANDSCAPE
LANDSCAPE
LANDSCAPE
SITE LIGHTING
15' HEIGHT, TYP.
LANDSCAPE
5'-0"
TRANSFORMER
COMMUNITY
SPACE
RESIDENTS
COMMON
AREAS
RESIDENTS
BICYCLE
STORAGE
BLDG SETBACK FROM R1-6
75'-0"
LANDSCAPE
LANDSCAPE
LANDSCAPE
LANDSCAPE
ENTRY GATE
5'-6"
10'-0"
5'-1 1/2"
SETBACK
10'-0" LANDSC.
62'-1"
411'-2"
PASEO
20'-7"
62'-0"
LANDSCAPE SETBACK
10'-0"
15'-6"
2'-6"
(6) COMPACT
CL
CL
30°
CL
CL
30°
CL
30°
8'-0"
8'-6"
8'-6"
60°
60°
8'-6"
(3) COMPACT
8'-6"
8'-0"
2'-6"
15'-6"
10
10
10
10
PARKING SETBACK
20'-0"
6
BACK FLOW
PREVENTER
FDC
APN: 113-05-044
ZONING: PUD
USE: VACANT
______
A183
A1
______
A183
A1
SIM
A901
14G
______
A183
A1
SIM
______
A901
10D
______
A901
7A
______
A901
7A
SECURITY CAMERA AT THIS LOCATION.
MOUNTED TO LIGHT POLE. PROVIDE
DEDICATED POWER AND PATHWAY TO IDF
SECURITY CAMERA AT THIS
LOCATION.
MOUNTED TO LIGHT POLE. PROVIDE
DEDICATED POWER AND PATHWAY
TO IDF
SECURITY CAMERA AT THIS
LOCATION.
MOUNTED TO LIGHT POLE.
PROVIDE DEDICATED POWER
AND PATHWAY TO IDF
SECURITY CAMERA AT THIS
LOCATION.
MOUNTED TO LIGHT POLE.
PROVIDE DEDICATED POWER
AND PATHWAY TO IDF
______
A902
1A
DIST. FROM PROP. LINE
58'-6"
18'-0"
18'-0"
AUTOMATIC VEHICLE
ACCESS GATE
PUEBLO AVE. / PATIO FRONTAGE
LANDSCAPE SCREEN
COMMON ENTRY FRONTAGE
STOREFRONT FRONTAGE
SIDEWALK DEDICATION
SRP EASEMENT
10X20
10X20
6" CURB AROUND
TURN AROUND
PEDESTRIAN CROSSING 4" WIDE
STRIPES AT 45 DEG, 2'-0" O.C.
10'-0"
10'-0"
NEW 30' DRIVEWAY
PER P-1255-2
OVERHEAD
PROTECTION
10'-0"
8'-8 1/2"
5'-6"
FUTURE PHASE
10'-0"
COMMON ENTRY FRONTAGE
36" WIDE PEDESTRIAN CROSSING
4" WIDE STRIPES AT 45 DEG, AT
2'-0" O.C.
10'-0"
NEW 30' DRIVEWAY
PER P-1255-1
RAMP, SEE CIVIL
10'-0"
EXISTING FIRE
HYDRANT
EXISTING FIRE
HYDRANT
EXISTING FIRE
HYDRANT
PUEBLO AVE
BROADWAY ROAD
BROADWAY ROAD
A902
5G
PASEO / COMMON ENTRY FRONTAGE
SITE WALL
43'-11 1/2"
NEW SITE WALL PER
DETAIL 1G/A902
3'-0"
3'-0"
36" WIDE PEDESTRIAN
CROSSING 4" WIDE STRIPES AT
45 DEG, AT 2'-0" O.C.
PAVERS AT PASEO
CROSSINGS
PAVERS AT PASEO
CROSSINGS
5'-0"
5'-0"
3'-0"
SITE WALL
16'-4 1/4"
NEW SITE WALL PER
DETAIL 1G/A902
PASEO
PASEO
BOLLARD LIGHT, TYP.
SHADING METAL BOX
PROJECTION, TYP.
BOLLARD LIGHT, TYP.
BOLLARD LIGHT, TYP.
SHADING METAL BOX
PROJECTION, TYP.
BUILDING AREA: 52,465 SF
2"
1G
A902
_____________________
(2) BICYCLE
PARKING
FF = 1070.90
FF = 1070.90
FF = 1070.90
FF = 1070.90
N
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2
3
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5
6
7
8
9
10
11
12
13
14
15
1
2
3
4
5
6
7
8
9
10
11
12
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14
15
A
B
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J
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L
A
B
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600 N 4th ST, SUITE 112
PHOENIX ARIZONA 85004
P (602) 635 1581
F (602) 635 1581
cam@mergeAG.com
cdc@mergeAG.com
DATE
SHEET
SHEET TITLE
COPYRIGHT
THIS DRAWING IS AN INSTRUMENT OF SERVICE
ONLY AND IS AND SHALL REMAIN, EXCLUSIVE
PROPERTY OF THE ARCHITECT. NO
REPRODUCTION OR OTHER USE SHALL BE MADE
BY ANY PERSON OR FIRM WITHOUT THE EXPRESS
WRITTEN PERMISSION OF THE ARCHITECT. ANY
UNAUTHORIZED USE SHALL VOID THE
ARCHITECT'S SEAL AND SIGNATURE HEREON AND
NO PROFESSIONAL LIABILITY WILL REMAIN.
PROJECT NO.
REVISION
SEAL
OWNER INFORMATION
PROJECT
BROADWAY RD
S CENTRAL AVE
PROJECT
LOCATION
S 6TH AVE
W PUEBLO AVE
A001
12.29.2022
SITE PLAN
20R-002
PUEBLO APARTMENTS
316 W BROADWAY RD., PHOENIX, AZ 85041
1112 E BUCKEYE RD.
PHOENIX, AZ 85034
CHICANOS POR
LA CAUSA
1" = 30'-0"
SITE PLAN -
30'
60'
120'
0'
N
NUMBER
DESCRIPTION
DATE
1
CITY COMMENTS
01.18.23
NOTE : PLEASE SEE SHEET A001.1 SITE PLAN NOTES FOR
ADDITIONAL NOTES RELATED TO SITE PLAN SHEET
APPROVAL STAMPS
KIVA#: 18-830
SDEV: 1800187
LSPL: 2206681
PAPP: 1905173
PRLM: 2103516
MOD 230001
PRDV: 210195
SCMJ: 226749
DEDI 220114
QS: 5-21
LSIS: 2204471
01/19/2023
This set of plans has been reviewed by the City of Phoenix Planning
& Development Department for compliance with applicable City
codes and ordinances and shall be kept at the construction site.
Such review shall not prevent the City from requiring correction of
errors in the plans where such errors are subsequently found to be
in violation of any code, law, ordinance, health, safety, or other
design issues.
SITE - Amanda Leon 602-262-7383
IBC - David Goodman 602-495-0158
TRAFFIC - Lazaro Veitia 602-534-7339
FIRE - Karen Roberts 602-495-5586
City of Phoenix Plan #: 2206749-SCMJ Date: 03/29/23
City of Phoenix Plan #: 2206749-SCMJ Date: 03/29/23
City of Phoenix Plan #: 2206749-SCMJ Date: 03/29/23
City of Phoenix Plan #: 2206749-SCMJ Date: 03/29/23
PHO-2-24--Z-58-19-7
Proposed Conceptual Site Plan and Details
Hearing Date: December 18, 2024
PROJECT DATA PROJECT DATA
APPLICANT/ARCHITECT:
MERGE ARCHITECTURAL GROUP
600 N 4TH STREET, SUITE 112
PHOENIX, AZ 85004
CONTACT:CLARISA DEL CASTILLO, AIA, ARCHITECT
PHONE: (602) 635.1581 x702
EMAIL: cdc@mergeag.com
OWNER:
CHICANOS POR LA CAUSA
OWNER CONTACT: CHRISTOPHER HOLDER, PROJECT MANAGER
PHONE: (602) 257-0700 x2181
EMAIL: Christopher.Holder@cplc.org
PROPERTY ADDRESS:
316 W BROADWAY RD
PHOENIX, AZ 85041
APN:113-07-120A
ZONING DISTRICT:PUD RSIO (TRANSECT T5:5)
ZONING ORDINANCE # G-6716
REZONING CASE #: Z-58-19-7
PARKING CALCS
PER PHOENIX ZONING ORDINANCE CHAPTER 13 WALKABLE
URBAN CODE AND REZONING CASE # Z-58-19-7
VEHICULAR PARKING:
THERE SHALL BE NO VEHICULAR PARKING MINIMUM
PROVIDED: 157 PARKING SPACES (UNCOVERED)
ACCESSIBLE PARKING 2% : 3.14
PROVIDED: 4 ACCESSIBLE PARKING SPACES (UNCOVERED)
LOADING AND SERVICE BAYS:
MULTIFAMILY RESIDENTIAL 160,001-320,000 SF: 1 LOADING
SPACE
BICYCLE PARKING:
BICYCLE "SECURE/COVERED FACILITIES" AND/OR
"OUTDOOR/COVERED FACILITIES" SHALL BE PROVIDED FOR
RESIDENTS AT A RATE OF 0.25 SPACES PER DWELLING UNIT, UP
TO A MAXIMUM OF 50 SPACES. APPROPRIATE FACILITIES ARE
DEFINED IN APPENDIX K OR THE COMPREHENSIVE BICYCLE
MASTER PLAN.
PROVIDED UNDER ROOF:
0.25 SPACES PER RESIDENTIAL UNIT: 161 MULTIFAMILY UNITS X
0.25: 41 BICYCLE SPACES.
A MINIMUM OF TEN INVERTED U-BICYCLE RACKS, ARTISTIC
STYLE RACKS OR "OUTDOOR/COVERED FACILITIES" FOR GUESTS
SHALL BE LOCATED NEAR BUILDING ENTRANCES AND
INSTALLED PER THE REQUIREMENTS OF SECTION 1307.H. OF
THE ZONING ORDINANCE.
LOT COVERAGE:
80% MAXIMUM:
53,293.54 SF (30.8%)
FRONTAGE LENGTH:
PRIMARY BUILDING FRONTAGE:
REQUIRED:
70%
PROVIDED:
70%
BUILDING FRONTAGE TYPE:
PRIMARY FRONTAGE (BROADWAY AVE):
STOREFRONT/COMMON ENTRY
SECONDARY FRONTAGE (PUEBLO AVE):PATIO
PEDESTRIAN ACCESSWAY: COMMON ENTRY AND
BALCONIES/WINDOWS OVERLOOKING ACCESSWAY
STREETSCAPE STANDARDS:
PRIMARY FRONTAGE (BROADWAY):
REQUIRED: 8' DETACHED SIDEWALK/7' TREE ZONE/10' PUE
(MAY BE REDUCED TO 6')
PROPOSED: 8' DETACHED SIDEWALK/9' TREE ZONE/8' PUE
SECONDARY FRONTAGE (PUEBLO AVE):
REQUIRED: 5' SIDEWALK/8' PUE (GROUND COVER AND
HARDSCAPE)
PROPOSED: 5' SIDEWALK/8' PUE
LEGAL DESCRIPTION:
THAT PORTION OF THE SOUTHWEST QUARTER OF SECTION 20,
TOWNSHIP 1 NORTH, RANGE 3 EAST OF THE GILA AND SALT
RIVER BASE AND MERIDIAN, MARICOPA COUNTY, ARIZONA,
DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTH
QUARTER CORNER OF SAID SECTION 20; THENCE SOUTH 89°
55’23” WEST (BASIS OF BEARINGS) ALONG THE SOUTH LINE OF
SAID SOUTHWEST QUARTER, A DISTANCE OF 1127.63 FEET;
THENCE NORTH 00°21’14” WEST, A DISTANCE OF 40.00 FEET TO
THE NORTH RIGHT-OF-WAY LINE OF BROADWAY ROAD, SAID
POINT BEING THE POINT OF BEGINNING; THENCE NORTH 00°
21’14” WEST, A DISTANCE OF 112.04 FEET; THENCE SOUTH 89°
39’26” WEST, A DISTANCE OF 440.83 FEET; THENCE NORTH 00°
21’14” WEST, A DISTANCE OF 298.80 FEET TO THE SOUTH LINE
OF PUEBLO AVENUE, ACCORDING TO BOOK 31 OF MAPS, PAGE
3, MARICOPA COUNTY RECORDS; THENCE NORTH 89°39’26”
EAST, ALONG SAID SOUTH LINE, A DISTANCE OF 575.83 FEET;
THENCE SOUTH 00°21’14” EAST, A DISTANCE OF 411.47 FEET TO
THE NORTH RIGHT-OF-WAY LINE OF BROADWAY ROAD; THENCE
SOUTH 89°55’23” WEST, ALONG SAID NORTH RIGHT-OF-WAY
LINE, A DISTANCE OF 135.00 FEET TO THE POINT OF
BEGINNING. CONTAINING 187,225 SQ.FT. OR 4.2981 ACRES,
MORE OR LESS.
PROJECT DESCRIPTION:
THE PROJECT ENTAILS A NEW MULTIFAMILY AFFORDABLE
HOUSING COMPLEX DEVELOPMENT. THE MULTIFAMILY
BUILDING WILL BE LOCATED ON THE NORTH AREA OF THE
PROPERTY WITH THREE BUILDINGS OF 2, 3, 4 LEVELS HAVING
161 APARTMENT UNITS, A LEASING OFFICE, RESIDENTS
COMMON AREAS, AND A COMMUNITY SPACE. COMMUNITY
AMENITIES INCLUDE A CLUBHOUSE WITH YOUTH AMMENITIES,
LAUNDRY FACILITIES, COURTYARD WITH A SPLASH PAD, TOT
LOT, BBQ AND SEATING AREAS, AND A "WALKING TRAIL".
PARKING FOR THE MULTIFAMILY COMPLEX IS LOCATED ON THE
PERIMETER.
BUILDING HEIGHT TRANSECT T5:5:
ALLOWED: 56' MAX HEIGHT
PUEBLO AVE: 30' MAX HEIGHT 30 FEET FROM
R.O.W. (REZONING CASE #: Z-58-19-7)
PROPOSED:
2-STORY: 28’-6" (FACING PUEBLO AVENUE)
3-STORY: 40'
4-STORY: 52’
LOT SALES PROPOSED:NO
PROPOSED CONSTRUCTION TYPE:V-A
BUILDING AREA:
UNDER ROOF: 52,465 SF
GROSS: 178,729 SF
LANDSCAPE AREA:
TOTAL LANDSCAPE AREA IN THE PROPERTY: 47,810 SF
PERCENTAGE TO PROPERTY GROSS SF:
24.8%
SURFACE PARKING
SURFACE PARKING AREA: 56,387 SF (INCLUDING
DRIVING AISLES)
PARKING LANDSCAPE AREA: 14,959 SF (26.5%)
SITE ACREAGE:
GROSS: 4.2981 ACRES (187,225 SF)
NET:
3.97 ACRES (172,840.47 SF)
REQUIREMENTS FOR TRANSECT T5
BUILDING SERTBACKS:
PRIMARY FRONTAGE: 12' MAX;
PROPOSED: 175'-2". THE LOT HAS AN SRP
EASEMENT AT THE FRONT OF THE
PROPERTY AND THE NARROW PORTION
OF THE LOT ON BROADWAY SERVES AS
THE PRIMARY ENTRY DRIVEWAY INTO THE
DEVELOPMENT.
SECONDARY FRONTAGE: 10' MAX;
PROPOSED: 8' (AFTER PUE)
OPEN SPACE:
REZONING CASE #: Z-58-19-7: MINIMUM 5% OF LOT AREA
SHALL BE SUBJECT TO 1310 (OPEN SPACE)
PASEOS: (PUBLIC) 11,329 SF (5.88%)
REFUSE:
REQUIRED:
0.5 CY. PER DWELLING UNIT: 161 UNITS X 0.5 CY. = 80.5 CY.
SERVICE TWICE PER WEEK = 80.5/2=40.25
8 CY BINS: 40.25/8=5 BINS REQUIRED
PROVIDED:
FIVE (5) REFUSE 8 CY. BINS.
TWO (2) RECYCLE 8 CY. BINS.
SECONDARY BUILDING FRONTAGE:
REQUIRED:
50%
PROVIDED:
70%
(A+B)
'A'
86
26
STUDIO
10
'B'
UNIT TYPE
1-BEDROOM
2-BEDROOM
3-BEDROOM
2
8
2
24
39
161
4
82
2
37
10
151
UNIT COUNT AND SQUARE FOOTAGE
AREA (SF)
439-447
606-640
850-916
1,130
TOTAL
140,450
PEDESTRIAN ACCESSWAY /
PASEO GUIDELINES
1. PEDESTRIAN WAYS SHOULD BE OPEN FOR PUBLIC ACCESS
FROM 7:00 A.M. TO 10:00 P.M., OR DURING THE PUBLIC
HOURS OF ANY OFF-STREET PARKING AREAS TO WHICH
THEY PROVIDE ACCESS, WHICHEVER IS LONGER.
2. PEDESTRIAN WAYS SHOULD BE A MINIMUM OF TEN FEET IN
WIDTH OR A MINIMUM OF SIX FEET IN WIDTH WHEN
COMBINED WITH A THOROUGHFARE, OR WHEN PROVIDED
AS IMPROVED PEDESTRIAN ALLEY ACCESS.
3. PEDESTRIAN WAYS DON'T HAVE TO BE STRAIGHT, BUT
SHOULD BE ENTIRELY VISIBLE FROM ONE OR BOTH OF THE
THOROUGHFARES OR PRIVATE ACCESSWAYS WHICH THEY
CONNECT.
4. ALL ADA GUIDELINES SHALL APPLY.
5. LIGHTING SHOULD BE PROVIDED TO ENSURE SAFETY AND
SECURITY. THE FOLLOWING LIGHTING TREATMENT SHOULD
BE PROVIDED WITHIN PEDESTRIAN WAYS AND PASEOS:
A. FIFTEEN-FOOT MAXIMUM HEIGHT OF LIGHTING
FIXTURES.
B. A MINIMUM OF ONE FOOT CANDLE ILLUMINATION
SHOULD BE MAINTAINED THROUGHOUT THE PASEO.
C. UNIFORM LIGHTING SHOULD BE PLACED ALONG ENTIRE
PASEO TO AVOID BRIGHT HIGH GLARE AREAS AND LOW
VISIBILITY DARK AREAS.
6. ONE OF THE FOLLOWING ELEMENTS SHOULD BE PROVIDED
AT EACH STREET ENTRANCE TO THE PASEO:
A. BOLLARD PATH LIGHT.
B. PUBLIC ART.
C. DECORATIVE DIRECTIONAL SIGNAGE.
D. BUILDING DESIGN ELEMENTS THAT EMPHASIZE THE
PASEO ENTRANCE.
7. ALTERNATIVE PAVING MATERIALS SUCH AS PERMEABLE
PAVERS, POROUS CONCRETE OR SIMILAR MATERIALS
SHOULD BE USED FOR ON-SITE HARDSCAPING TO REDUCE
URBAN HEAT ISLAND EFFECT, AND TO ALLOW NATURAL
DRAINAGE AND FILTRATION.
GLAZING CALCS
FAÇADE AREA
GROUND
FLOOR
GLAZING AREA
% GLAZING
2148.98 SF
NORTH SIDE FACADE
732.78 SF
34%
SECOND
FLOOR
3125.63 SF
812.26 SF
26%
FAÇADE AREA
GROUND
FLOOR
GLAZING AREA
% GLAZING
1008.39 SF
EAST SIDE FACADE
392.63 SF
39%
SECOND
FLOOR
2279.93 SF
321.29 SF
14%
FAÇADE AREA
GROUND
FLOOR
GLAZING AREA
% GLAZING
996.26 SF
WEST SIDE FACADE
286 SF
29%
SECOND
FLOOR
2162.16 SF
334.36 SF
15%
SHADING OF WALKS
1. REFER TO SHADING OF WALKS CALCULATION ON PAGE
"L001 LNDSCP COVER.PDF" PROVIDED IN REFERENCE
DRAWINGS FOLDER AT EPR PORTAL.
2. LANDSCAPE SUBMITTAL IS A SEPARETA SUBMITTAL
ZONING CASE : Z-58-19-7
1. THE DEVELOPER SHALL PROVIDE A TOTAL OF 32 FEET OF
PAVING WITH CURB, GUTTER, A MINIMUM FIVE-FOOT
WIDE SIDEWALK AND STREETLIGHTING ALONG PUEBLO
AVENUE AND FACILITATE THE PAVEMENT ALONG THE "OUT
PARCEL" (APN 113-05-045). IF THE DEVELOPER IS UNABLE
TO PROCURE THE "OUT PARCEL" FOR THE LOCAL STREET
PAVEMENT REQUIREMENT, THE DEVELOPMENT SHALL NOT
HAVE ACCESS ALONG THE ENTIRETY OF PUEBLO AVENUE
EXCEPT FOR ONE COMBINED ACCESS POINT FOR
EMERGENCY AND REFUSE COLLECTION ONLY AT THE
EASTERN LIMITS OF THE PROPERTY, AS DETERMINED BY
PLANNING AND DEVELOPMENT AND STREET
TRANSPORTATION DEPARTMENTS.
2. THE DEVELOPER SHALL DEDICATE 25 FEET OF RIGHT-OF-
WAY FOR THE SOUTH HALF OF PUEBLO AVENUE, AS
APPROVED BY THE PLANNING AND DEVELOPMENT
DEPARTMENT.
3. THE DEVELOPER SHALL DEDICATE A 14-FOOT SIDEWALK
EASEMENT ALONG BROADWAY ROAD, FOR THE ENTIRE
LENGTH OF THE DEVELOPMENT, TO ACCOMMODATE A
DETACHED SIDEWALK AND SHADE TREES ADJACENT TO THE
SIDEWALK, AS APPROVED BY THE PLANNING AND
DEVELOPMENT AND STREET TRANSPORTATION
DEPARTMENTS.
4. THE DEVELOPER SHALL DEDICATE 5 FEET OF RIGHT-OF-WAY
FOR THE EAST HALF OF 6TH AVENUE, AS APPROVED BY THE
STREET TRANSPORTATION DEPARTMENT.
5. EXISTING IRRIGATION FACILITIES ALONG 6TH AVENUE AND
BROADWAY ROAD ARE TO BE UNDERGROUNDED AND
RELOCATED OUTSIDE OF CITY RIGHT-OF-WAY. CONTACT
SRP TO IDENTIFY EXISTING LAND RIGHTS AND ESTABLISH
THE APPROPRIATE PROCESS TO RELOCATE FACILITIES.
RELOCATIONS THAT REQUIRE ADDITIONAL DEDICATIONS
OR LAND TRANSFER REQUIRE COMPLETION PRIOR TO
OBTAINING PLAT AND/OR CIVIL PLAN REVIEW APPROVAL.
6. THE DEVELOPER SHALL PROVIDE ENHANCED INTERNAL
PEDESTRIAN CIRCULATION WITH A PRIMARY ACCESS POINT
AT THE INTERSECTION OF 6TH AVENUE AND BROADWAY
ROAD. THE ACCESS POINT SHALL BE ENHANCED WITH A
MINIMUM 700 SQUARE FOOT LANDSCAPED AREA PLANTED
WITH DROUGHT-TOLERANT PLANT MATERIALS PROVIDING
SEASONAL INTEREST AND 75 PERCENT LIVE COVER AND A
BOLLARD LIGHT PATH OR LIGHTED ART ELEMENT VISIBLE
FROM THE PERIMETER OF THE SITE. THE ABOVE SHALL BE
APPROVED BY THE PLANNING AND DEVELOPMENT
DEPARTMENT.
7. THE DEVELOPER SHALL CONSTRUCT ALL STREETS WITHIN
AND ADJACENT TO THE DEVELOPMENT WITH PAVING,
CURB, GUTTER, SIDEWALK, CURB RAMPS, STREETLIGHTS,
MEDIAN ISLANDS, LANDSCAPING AND OTHER INCIDENTALS,
AS PER PLANS APPROVED BY THE PLANNING AND
DEVELOPMENT DEPARTMENT. ALL IMPROVEMENTS SHALL
COMPLY WITH ALL ADA ACCESSIBILITY STANDARDS.
8. THE APPLICANT SHALL SUBMIT A TRAFFIC IMPACT
STUDY/STATEMENT TO THE CITY FOR THIS DEVELOPMENT.
NO PRELIMINARY APPROVAL OF PLANS SHALL BE GRANTED
UNTIL THE STUDY IS REVIEWED AND APPROVED BY THE
CITY. CONTACT MR. MATTHEW WILSON, TRAFFIC ENGINEER
ILL, (602) 262-7580, TO SET UP A MEETING TO DISCUSS THE
REQUIREMENTS OF THE STATEMENT/STUDY. UPON
COMPLETION OF THE TIS THE DEVELOPER SHALL SUBMIT
THE COMPLETED TIS TO THE PLANNING AND
DEVELOPMENT DEPARTMENT COUNTER WITH
INSTRUCTION TO FORWARD THE STUDY TO THE STREET
TRANSPORTATION DEPARTMENT, DESIGN SECTION.
9. THE DEVELOPER SHALL RECORD A NOTICE TO PROSPECTIVE
PURCHASERS OF PROXIMITY TO AIRPORT IN ORDER TO
DISCLOSE THE EXISTENCE AND OPERATIONAL
CHARACTERISTICS OF PHOENIX SKY HARBOR
INTERNATIONAL AIRPORT (PHX) TO FUTURE OWNERS OR
TENANTS OF THE PROPERTY.
10. IN THE EVENT ARCHAEOLOGICAL MATERIALS ARE
ENCOUNTERED DURING CONSTRUCTION, THE DEVELOPER
SHALL IMMEDIATELY CEASE ALL GROUND-DISTURBING
ACTIVITIES WITHIN A 33-FOOT RADIUS OF THE DISCOVERY,
NOTIFY THE CITY ARCHAEOLOGIST, AND ALLOW TIME FOR
THE ARCHAEOLOGY OFFICE TO PROPERLY ASSESS THE
MATERIALS.
11. PRIOR TO PRELIMINARY SITE PLAN APPROVAL, THE
LANDOWNER SHALL EXECUTE A PROPOSITION 207 WAIVER
OF CLAIMS FORM. THE WAIVER SHALL BE RECORDED WITH
THE MARICOPA COUNTY RECORDER'S OFFICE AND
DELIVERED TO THE CITY TO BE INCLUDED IN THE REZONING
APPLICATION FILE FOR RECORD.
1. COORDINATE ALL SPOT ELEVATIONS AND DIMENSIONS
WITH CIVIL/LANDSCAPE/STRUCTURAL DRAWINGS
2. PROVIDE POSITIVE DRAINAGE OF 1% MINIMUM / 2%
MAXIMUM AT ALL EXTERIOR PAVED PEDESTRIAN AREAS
SUCH AS SIDEWALKS, PATIOS, STAIRS, ETC. UNLESS
NOTED OTHERWISE
3. PROVIDE POSITIVE DRAINAGE AWAY FROM THE
4. BUILDING OF 5% FOR A DISTANCE OF 10 FEET UNLESS
NOTED OTHERWISE.
5. FINISH GRADE SLOPES SHALL BE NO STEEPER THAN 1
FOOT VERTICAL IN 3 FEET HORIZONTAL UNLESS NOTED
OTHERWISE.
GENERAL SHEET NOTES
SIGNAGE:
SIGNS UNDER SEPARATE PERMIT
N
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
A
B
C
D
E
F
G
H
J
K
L
A
B
C
D
E
F
G
H
J
K
L
600 N 4th ST, SUITE 112
PHOENIX ARIZONA 85004
P (602) 635 1581
F (602) 635 1581
cam@mergeAG.com
cdc@mergeAG.com
DATE
SHEET
SHEET TITLE
COPYRIGHT
THIS DRAWING IS AN INSTRUMENT OF SERVICE
ONLY AND IS AND SHALL REMAIN, EXCLUSIVE
PROPERTY OF THE ARCHITECT. NO
REPRODUCTION OR OTHER USE SHALL BE MADE
BY ANY PERSON OR FIRM WITHOUT THE EXPRESS
WRITTEN PERMISSION OF THE ARCHITECT. ANY
UNAUTHORIZED USE SHALL VOID THE
ARCHITECT'S SEAL AND SIGNATURE HEREON AND
NO PROFESSIONAL LIABILITY WILL REMAIN.
PROJECT NO.
REVISION
SEAL
OWNER INFORMATION
PROJECT
BROADWAY RD
S CENTRAL AVE
PROJECT
LOCATION
S 6TH AVE
W PUEBLO AVE
A001.1
12.29.2022
SITE PLAN
NOTES
20R-002
PUEBLO APARTMENTS
316 W BROADWAY RD., PHOENIX, AZ 85041
1112 E BUCKEYE RD.
PHOENIX, AZ 85034
CHICANOS POR
LA CAUSA
NUMBER
DESCRIPTION
DATE
1
CITY COMMENTS
01.18.23
01/19/2023
City of Phoenix Plan #: 2206749-SCMJ Date: 03/29/23
City of Phoenix Plan #: 2206749-SCMJ Date: 03/29/23
City of Phoenix Plan #: 2206749-SCMJ Date: 03/29/23
City of Phoenix Plan #: 2206749-SCMJ Date: 03/29/23
PHO-2-24--Z-58-19-7
Proposed Conceptual Site Plan and Details
Hearing Date: December 18, 2024
2"
4"
6"
2"
SLOPE
GRADE
4"
2'-0"
LINE
1'-4"
1'-0"
2"
2" 2"
4"
1'-4"
4"
CL
1'-0"
1/2"
1'-0"
TOOLED JOINT (TJ) - TYP. MAX 6'-0" O.C.
1/2" PREMOLD - FULL DEPTH
BOND BREAKER
POURED SEALANT
EXPANSION CONTROL
TOOLED EDGES 1/4" RADIUS
DRILL & DOWEL WHERE ABUTS
EXISTING, TYP.
[033000] CAST IN PLACE CONCRETE
ON FOOTINGS PER STRUCTURAL
DRAWINGS
#5 x 18" SMOOTH DOWELS @
24" O.C. w/ ONE END WRAPPED
"E.J."
E.J. W/ POURED
SEALANT @ VERT
WALLS AS OCCURS
E.J. = EXPANSION JOINT
T.J. = TOOLED JOINT
T.J. 4'-0" O.C.
OR AS INDICATED
ON DWGS.
4" CONCRETE
ON 4" A.B.C.
E.J. MAX. 24' O.C.
EQUAL SPACE
HOLD BACK PREMOLD 2"
FROM EDGE OF
WALK TO PROVIDE DAM
FOR SEALANT PROVIDE
TOOL JOINT @ 2" DAM
1/8" TOOLED
ROUND EDGES
PLASTIC PREMOLD
JOINT CAP OR EQUAL
BOND BREAKER
1/2" PREMOLD E.J.
1/2" DEEP
POURED SEALANT
2"
2"
"TOOLED JOINT (T.J.)"
1'-0"
6"
2"
[033000] CAST IN PLACE
CONCRETE SLABS ON GRADE
OVER A.B.C, PER STRUCTURAL
DRAWINGS
TOOLED EDGES
FINISH GRADE
#4 CONT. REBAR
A.B.C.
TOP VIEW
CONCRETE FOOTING
SIDEWALK/FINISH GRADE OR
LANDSCAPE WHERE OCCURS.
SLOPE AWAY FROM POST.
SET T.O.F. FLUSH WITH
GRADE.
2# PER FT., (12 GA,
.105 THICK)
U-CHANNEL
GALVANIZED POST
UNDISTURBED OR
COMPACTED SOIL
AS REQUIRED BY
GEOTECHNICAL REPORT
WHERE OCCURS
3"
1'-6"
12" DIA.
SIGN
CONCRETE SPLASHBLOCK - INSTALL
UNDER DOWNSPOUT/SCUPPER
WHERE INDICATED ON PLAN
6"
1'-6"
6"
4"
4"
4"
1"
6" REFLECTIVE ENGINEERS TAPE
(3M HIGH DENSITY YELLOW
PRESSURE SENSITY TAPE OR
APPROVED EQUIVALENT
6" DIA. STEEL PIPE BOLARD
SCHEDULE 40, GALVANIZED
6" CONCRETE PAD
CONCRETE FOUNDATION
(CLASS B)
CONCRETE PAD
6"
2'-0"
1/2" EXPANSION JOINT
AND SEALANT AROUND
1"
MIN. COVER FOR
PIPE
6' HIGH
8'-0" TYP.
11'-0" VAN ACCESSIBLE
5'-0"
18'-0" MIN. SEE PLANS
2'-8"
5'-4"
2'-8"
1'-2"
5'-5"
11'-7"
2'-8"
INSIDE FACE OF CURB OR EDGE OF
PAVEMENT - VERIFY WITH SITE PLAN
ACCESSIBLE HANDICAP PARKING
SIGN MUST NEVER BE
OBSCURED
WHEEL STOP
NEW 4" WIDE PAINTING 45
PAINT STRIPING SIDE @ 2'-0"
O.C.
NEW 4" WIDE SOLID WHITE PAINTED
STRIPING
NEW PAINTED ADA ACCESSIBLE
UNIVERSAL SYMBOL
1'-11 7/8"
6"
1"
ROADWAY WIDTH
15/16"6"
12" BROOM FINISH
1" R
1/2" R
1/2" R
0"
NOTES:
- ALL EXPOSED SURFACES TO BE TROWEL FINISH EXCEPT AS SHOWN.
- CONTRACTION JOINT SPACING 10' MAXIMUM.
- EXPANSION JOINTS AS SPECIFIED.
- CLASS 'B' CONCRETE AS SPECIFIED.
- WHEN THE ADJACENT PAVEMENT SECTION SLOPES AWAY FROM THE
GUTTER, THE SLOPE ON THE GUTTER PAN SHALL MATCH THE PAVEMENT
CROSS SLOPE.
-SEE ALSO CIVIL DRAWINGS FOR ADDITIONAL INFORMATION.
VARIES
ABC PER CIVIL DRAWINGS
3"
6"
[321216] ASPHALT PAVING
6"
8"
FORMED
9/16"
6"
4"
4"
BASE COURSE
PER CIVIL DRAWINGS
1/2" TOOLED EDGE
NEW CONCRETE CURB PER CIVIL
DRAWINGS
1/2" PREMOLD E.J.
[033000] CAST IN PLACE
CONCRETE SLABS ON GRADE
OVER A.B.C, PER STRUCTURAL
DRAWINGS
[321216] ASPHALT PAVING
OVER PREMOLD FIBER
OVER PREMOLD FIBER
6" 1 11/16"
8"
TYP. CURB TERMINATION
1'-8"
FINISH GRADE OR
LANDSCAPED AREA
AS OCCURS
3/4" RADIUS
BASE COURSE
PER CIVIL DRAWINGS
TYPICAL CURB ABOVE GARDEN
SEE SECTION ABOVE FOR FULL
CURB DEPTH
FINISH GRADE
[321216] ASPHALT PAVING
CIVIL DRWGS.
PAVING PROFILE PER
NEW CONCRETE CURB PER CIVIL
DRAWINGS
TOOLED EDGES
1/4" RED BORDER LINE
WHITE
BLACK
RED
P
FIRE LANE
7'-0" MAX.
1'-6"
1'-0"
1.
FABRICATE SIGNS FROM .080 ALUMINUM PANELS,
SINGLE FACE SIGN TO BE SECURED TO POST WITH 1/4"
BOLTS W/ FLAT WASHERS AND NUTS THAT BOLT THRU.
SEE SITE PLAN FOR LOCATIONS.
2. SIGN MUST FACE THE ONCOMING TRAFFIC.
3.
FIRE LANE SIGN SHALL BE INSTALLED 12" TO 18" FROM
BACK OF CURB OR BACK OF SIDEWALK.
0.080 THICK ALUMINUM PLATE
PAINTED W/ 3M SCOTCHLITE
SIGN FACE NUMBER R7-32 OR
EQUIVALENT WITH RED SCREEN
PRINTED LETTERING.
8 1/2" DIA.
2" RED LETTERS
NOTE:
POST & FOOTING
SEE DETAIL
A900
1J
NOTE:
DIMENSIONS ON STRAIGHT DIRECTION ARROWS TO BE SIMILAR WITH NO TURN ARROW.
1'-2"
1'-0 1/2"
1'-0"
8"
1'-2"
4"
8"
6"
6"
8"
1'-4"
4'-0"
1'-2"
8"
6"
6"
8"
45°
90°
45°
2'-4"
F.D.
ACCESS
NOTES:
1. THE SIGN FACE SHALL BE 8"X4" AND FABRICATED FROM .080 ALUMINUM SHEET
WITH 1/2" RADIUS CORNERS.
2. LETTERS 1 1/4" X 1/4" STROKE, FONT STYLE USED IS HANDEL GOTHIC BT CAPITAL FONTS.
3. THE SIGN SHALL HAVE A WHITE 3M DIAMOND GRADE REFLECTIVE SHEETING (DG3 4090
SERIES OR EQUIVALENT) APPLIED AS BACKGROUND TO THE ALUMINUM
PLATES.
4. LETTERING/ GRAPHICS SHALL BE DONE ONE OF THE FOLLOWING WAYS:
A. 3M SCOTCHLITE ACRYLIC, TRANSPARENT, ELECTRONIC CUTTABLE FILM (RED 1172
SERIES) INVERSE CUT TO ALLOW WHITE REFLECTIVE BACKGROUND TO SHOW
THROUGH.
B. SCREEN PRINTED USING 3M 880I OR 880-00 SERIES TRAFFIC SIGN RED
TRANSLUCENT INK.
C. BOTH PROCESSES A OR B WILL ACCOMPLISH A RED FIELD WITH WHITE COPY.
5. ALL SIGNS IMAGING SHALL BE IN COMPLIANCE WITH THE REFLECTIVE SHEATHING
MANUFACTURES MATCH COMPONENT SYSTEM.
6. REQUIRES PRE-APPROVAL BY FIRE PREVENTION EMERGENCY ACCESS OFFICER.
CL
3"
CL
CL
1'-6"
1/2"
1'-6"
CL
1/2"
1/2" PREMOLD E.J.
POURED SEALANT
TOOLED EDGES 1/4" RADIUS
A.B.C.
EPOXY SET #5 x 18" DOWELS
INTO SLAB @ 36" O.C.
DRILL & EPOXY SET DOWELL
INTO 8" SLAB
[033000] CAST IN PLACE CONCRETE
SLABS ON GRADE OVER A.B.C, PER
STRUCTURAL DRAWINGS
03 30 00.C
[033000] CAST IN PLACE
CONCRETE SLABS ON GRADE
OVER A.B.C, PER STRUCTURAL
DRAWINGS
1'-0"
6"
1/2"
6"
#4 CONT. REBAR
#4 CONT. REBAR
4"
4"
4"
6"
4"
2"
1'-0"
SIDEWALK
DROP-OFF
[033000] CAST IN PLACE
CONCRETE SLABS ON GRADE
OVER A.B.C, PER STRUCTURAL
DRAWINGS
1/2" PREMOLD E.J.
POURED SEALANT
[033000] CAST IN PLACE CONCRETE
SLABS ON GRADE OVER A.B.C, PER
STRUCTURAL DRAWINGS
A.B.C.
A.B.C.
#4 AT 18" O.C.
EACH WAY
#4 AT 18" O.C. VERT.
6"
CLR.
3" MIN
1'-6"
6"
4"
6" MIN.
6"
32 13 73
[321373] CONCRETE PAVING JOINT
SEALANTS
32 12 16
[321216] ASPHALT PAVING
[033000] CAST IN PLACE
CONCRETE SLABS ON GRADE
OVER A.B.C, PER STRUCTURAL
DRAWINGS
TOOLED EDGES 1/4" RADIUS
A.B.C.
#5 T&B CONT.
POURED SEALANT
3/4"R TOOLED EDGE
NOTE: FIELD VERIFY ALL CONDITIONS
PRIOR TO FABRICATION
NOTE: ALL STEEL TO BE PAINTED, ALL
SIDES, TYP.
#3 REBAR @ 12" O.C
EACH WAY
6"
6"
1'-0"
8"
1/2" EXPANSION JOINT w/ BOND
BREAKER CONTINUOUS SEALANT @
JOINT
[033000] CAST IN PLACE CONCRETE
SLABS ON GRADE OVER A.B.C, PER
STRUCTURAL DRAWINGS
#4 @ 12" O.C. EACH WAY
24
24
1'-6"
6"
6"
6"
4"
4"
#5 REBAR T&B CONT.
#4 REBAR @ 18" O.C. VERTICAL
#4 REBAR @ 12" O.C. EACH WAY
#4 REBAR @ 12" O.C. EACH WAY
[061600] SHEATHING PER
STRUCTURAL DRAWINGS
TOOLED EDGES 1/4" RADIUS
1/2" PREMOLD E.J.
POURED SEALANT
A.B.C.
1/2" EXPANSION JOINT w/ BOND
BREAKER CONTINUOUS SEALANT @
JOINT
A.B.C.
N
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
A
B
C
D
E
F
G
H
J
K
L
A
B
C
D
E
F
G
H
J
K
L
600 N 4th ST, SUITE 112
PHOENIX ARIZONA 85004
P (602) 635 1581
F (602) 635 1581
cam@mergeAG.com
cdc@mergeAG.com
DATE
SHEET
SHEET TITLE
COPYRIGHT
THIS DRAWING IS AN INSTRUMENT OF SERVICE
ONLY AND IS AND SHALL REMAIN, EXCLUSIVE
PROPERTY OF THE ARCHITECT. NO
REPRODUCTION OR OTHER USE SHALL BE MADE
BY ANY PERSON OR FIRM WITHOUT THE EXPRESS
WRITTEN PERMISSION OF THE ARCHITECT. ANY
UNAUTHORIZED USE SHALL VOID THE
ARCHITECT'S SEAL AND SIGNATURE HEREON AND
NO PROFESSIONAL LIABILITY WILL REMAIN.
PROJECT NO.
REVISION
SEAL
OWNER INFORMATION
PROJECT
BROADWAY RD
S CENTRAL AVE
PROJECT
LOCATION
S 6TH AVE
W PUEBLO AVE
A900
12.29.2022
SITE DETAILS
20R-002
PUEBLO APARTMENTS
316 W BROADWAY RD., PHOENIX, AZ 85041
1112 E BUCKEYE RD.
PHOENIX, AZ 85034
CHICANOS POR
LA CAUSA
3/4" = 1'-0"
001 TYP. SIDEWALK (EJ) 1A
1/2" = 1'-0"
002 SIDEWALK JOINT 1D
1 1/2" = 1'-0"
003 SIDEWALK @
LANDSCAPE 1G
1" = 1'-0"
004 TYP. POST AND
FOOTING U.N.O. 1J
1" = 1'-0"
005 TYP. CONCRETE SPLASH
BLOCK 4A
1" = 1'-0"
006 BOLLARD 4E
1/4" = 1'-0"
007 ADA PARKING STALL 4J
1 1/2" = 1'-0"
008 CURB & GUTTER 7A
1 1/2" = 1'-0"
009 CURB @ ASPHALT/
SIDEWALK EDGE 7E
1 1/2" = 1'-0"
010 CURB @ LANDSCAPE
EDGE 7J
1" = 1'-0"
011 FIRE LANE SIGN 10A
3/4" = 1'-0"
012 DIRECTIONAL ARROW 10D
3" = 1'-0"
013 F.D. ACCESS 10G
3/4" = 1'-0"
014 TYP. CONSTRUCTION
JOINT 10K
1" = 1'-0"
015 SIDEWALK DROP-OFF
JOINT 13A
1 1/2" = 1'-0"
016 REFUSE CONCRETE PAD
EDGE 13E
1" = 1'-0"
017 REFUSE ENCLOSURE
SLAB 13G
1 1/2" = 1'-0"
018 TYP. HOUSEKEEPING
PAD 13J
NUMBER
DESCRIPTION
DATE
01/19/2023
City of Phoenix Plan #: 2206749-SCMJ Date: 03/29/23
City of Phoenix Plan #: 2206749-SCMJ Date: 03/29/23
City of Phoenix Plan #: 2206749-SCMJ Date: 03/29/23
City of Phoenix Plan #: 2206749-SCMJ Date: 03/29/23
PHO-2-24--Z-58-19-7
Proposed Conceptual Site Plan and Details
Hearing Date: December 18, 2024
INSIDE
OUTSIDE
1" X 1" PICKETS AT + / -
6" O.C. WELDED TO 2"
X 2" FRAME
2" TUBE STEEL PERIMETER FRAME
2" X 2" X 3/8" STEEL PLATE
W/ ROUNDED EDGE
WELDED TO 2" SQUARE
STEEL POST, 3 PER POST,
PROVIDE HOLES FOR CANE
BOLTS
NOTE:
PAINT ALL STEEL PER SPECS
4"
CONTINUOUS METAL PANEL WELDED TO
BACK OF PICKETS
6" BOLLARD PER DETAIL
4" X 4" X 1/4 STEEL POST,
EMBEDED IN 12"
DIAMETER X 2'-0" DEEP
CONCRETE FOOTING,
TYP.
1"
NEW GROUND FACE 4"
C.M.U. WALL
(3) HEAVY DUTY BARREL
HINGES PER LEAF
18 GA. HOT ROLLED SHEET
METAL PANEL, MILL FINISH,
PRIME & PAINTED, ON STEEL
FRAME. TYP.
PAINTED DARK GRAY
2" TUBE STEEL PERIMETER FRAME
(3) HEAVY DUTY BARREL
HINGES PER LEAF
4" X 4" X 1/4 STEEL POST,
EMBEDED IN 12" DIAMETER
X 2'-0" DEEP CONCRETE
FOOTING, TYP.
PAINTED DARK GRAY
NOTE:
* ALL STEEL TO GROUND SMOOTH
* PAINT STEEL PER SPEC'S.
1" X 1" PICKETS AT + / - 6" O.C.
WELDED TO 2" X 2" FRAME
3/16" STEEL PLANTE CAP
CONTINUOUSLY WELDED TO
PIPE & GROUND SMOOTH.
PAINTED.
CONTINUOUS METAL PANEL
WELDED TO BACK OF PICKETS
3/16"
TYP.
(3) HEAVY DUTY
HINGES, WELDED TO
FRAME AND POST
1" X 1" STEEL PICKETS AT +/- 6"
0.C. WELDED TO 2" X 2" FRAME
PAINTED DARK GRAY
FINISH
GRADE
2" TUBE STEEL
PERIMETER FRAME
PAINTED DARK GRAY
3"X5"X3/16" STOP PLATE
4" X 4" T.S. POST AT EACH
SIDE, GROUT SOLID
CMU WALL -GROUT END CELL
SOLID WITH #5 VERTICAL BAR
NOTE:
1. ALL EXPOSED METAL TO BE
PRIMED AND PAINTED
2. CONTRACTOR TO SUBMIT
SHOP DRAWINGS.
18 GA. HOT ROLLED SHEET
METAL PANEL, MILL FINISH,
PRIME & PAINTED, ON STEEL
FRAME. TYP.
3'-4"
4'-4"
34" MIN
48" MAX
LOCKING TAB UP
LOCKING TAB DOWN
1/4" STEEL PLATE W/
OPENING AT FIXED
POST TO RECEIVE PAD
LOCK
3/4" STEEL PIPE WELDED
CONTINUALLY TO
VERTICAL GATE FRAME
5/8" DIAM. x 48" CANE BOLT
1-1/2"x1-1/2"x1/4" STEEL
ANGLE W/ 8/16" HOLE
FOR PADLOCK. ANGLE
TO BE WELDED ONTO
GATE FRAME & GROUND
SMOOTH, TYP.
ROUNDED
CORNERS, TYP.
GATE POST
HASPS:
EASE ALL EXPOSED EDGES, TYP.
LOCKING TABS:
ALIGN 1/4"x3" PLATE STEEL W/OPENING
TO RECEIVE PADLOCK. WELD PLATE ALL
AROUND AND GRIND SMOOTH. EASE ALL
EXPOSED EDGES.
CANE BOLT:
5/8" DIAM. SOLID BAR x 48" LONG W/6"
HANDLE AT EACH LEAF FOR CLOSED AND
OPEN POSITION INTO MIN. 5/8" DIAM. x
4" SLEEVE FINISH FLOOR.
CONCRETE BASE FOR
CANE
BOLT W/ MIN. 4" IMBED.
PROVIDE 8"x8"x8" CONC.
AT LANDSCAPED AREAS
FINISH SURFACE
PROVIDE METAL
SLEEVE & CONCRETE
FOR CANE BOLT TYP.
STOP
SEE ALSO DETAIL:
4"
1'-0"
2'-0"
8"
8"
5"
2"
8"
7"
6"
1"
4"
+/- 1"
4"
1 1/2"
5'-0" A.F.F.
F.D.
ACCESS
2"
2"
6"
10"
1 1/2"
.11/16"
PAD LOCK BAR
8"
4"
ACCESS SIGN
DETAIL
2'-6"
2'-6"
2'-6"
2'-6"
2'-6"
5'-3"
A901
10K
ATTACH BASE WITH
1/2" DIA EPOXY SET
ANCHORS EMBED 6" MIN.
RECYCLED BIKE RACK AS SPECIFIED
3'-6"
2'-6"
6"
14'-0"
14'-0"
28'-0"
ASPHALT PAVING
NEW CONCRETE CURB PER CIVIL DRAWINGS
CONCRETE AS PER MANUFACTURERS
RECOMMENDATION
FINISH GRADE OR
LANDSCAPED AREA
AS OCCURS
______
A901
13A
______
A901
10C
TRAFFIC ARM GATE 28'-0" DOUBLE LEAF,
AS SPECIFIED.
NEW CONCRETE CURB PER CIVIL
DRAWINGS
PLAN VIEW
SECTION
VIEW
3'-6"
2'-6"
6"
NEW CONCRETE CURB PER
CIVIL DRAWINGS
CONCRETE AS PER
MANUFACTURERS
RECOMMENDATION
FINISH GRADE OR
LANDSCAPED AREA
AS OCCURS
NEW CONCRETE CURB PER
CIVIL DRAWINGS
BASE COURSE
PER CIVIL DRAWINGS
2 7/8”OD GALVANIZED STEEL
PIPE
1 7/8”OD GALVANIZED STEEL
PIPE (SS40)
SHUT-IT DUAL SEALED BEARING
HINGES
1'-6"
6"
6'-0"
1 7/8" OD
GALVANIZED STEEL
PIPE (SS40)
1 3/8" EYE-LOCK
LOOP
2" TUBE STEEL PERIMETER FRAME
PAINTED DARK GRAY
CONTINUOUS METAL
PANEL WELDED TO
BACK OF PICKETS
4" X 4" X 1/4 STEEL POST
PAINTED DARK GRAY
(3) HEAVY DUTY BARREL
HINGES PER LEAF
LOCKABLE HASP
1" X 1" STEEL PICKETS AT +/- 6"
0.C. WELDED TO 2" X 2" FRAME
PAINTED DARK GRAY
16" X 8" CONCRETE FOOTING
CANE BOLT - 1" DIA X 2'-0" STEEL ROD W / 3" 90
DEG BEND. PROVIDE ONE CANE BOLT WITH
RECIEVER FOR EACH GATE. PROVIDE
ADDITIONAL RECIEVERS TO LOCK GATE IN THE
OPEN POSITION.
FIELD VERIFY
4" MIN
REINFORCED CONCRETE
FOOTING ON ENGINEERED
FILL
#4 BAR, CONT.
EXPANSION FILLER
4" X 4" X 16" GROUND
FACE CMU
4" DIA. CONCRETE FILLED,
PAINTED STEEL PIPE
BOLLARD. SEE BOLLARD
DETAIL
6" X 4" X 16" CMU
PAINTED DARK GRAY
#4 VERTICAL BAR AT8"
O.C. ALL CELLS WITH
REBAR TO BE FULLY
GROUTED.
BOND BEAM WITH
CONTINUOUS #4 BAR
6" X 2" X 16" CMU CAP
BLOCK
4" MIN.
8"
2'-8" HIGH
3'-4" HIGH
1'-4"
CONDUIT -SEE
ELECTRICAL
FINISH GRADE
CONCRETE BASE. SEE
STRUCTURAL FOR
REINFORCING
3/4" CHAMFERED
EDGE
FACTORY PAINTED
BASE PLATE AND
ANCHOR BOLTS BY
MANUFACTURER
HANDHOLE WITH
TAMPER PROOF
SCREWS
W.P. GFCI RECEPTACLE
IN RECESSED BOX
(WHERE OCCURS)
MOUNT AT 6'-0" A.F.G.
LIGHT POLE. SEE
ELECTRICAL DRAWINGS
15'-0" MAX. SEE ELECTRICAL
1'-6" CLEAR
B.O.C. AS
OCCURS
2'-6" A.F.G.
2'-0"
5'-0" MINIMUM PER STRUCTURAL
NOTE: REFER TO SITE PLAN FOR
LIGHT POLE LOCATIONS
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
A
B
C
D
E
F
G
H
J
K
L
A
B
C
D
E
F
G
H
J
K
L
600 N 4th ST, SUITE 112
PHOENIX ARIZONA 85004
P (602) 635 1581
F (602) 635 1581
cam@mergeAG.com
cdc@mergeAG.com
DATE
SHEET
SHEET TITLE
COPYRIGHT
THIS DRAWING IS AN INSTRUMENT OF SERVICE
ONLY AND IS AND SHALL REMAIN, EXCLUSIVE
PROPERTY OF THE ARCHITECT. NO
REPRODUCTION OR OTHER USE SHALL BE MADE
BY ANY PERSON OR FIRM WITHOUT THE EXPRESS
WRITTEN PERMISSION OF THE ARCHITECT. ANY
UNAUTHORIZED USE SHALL VOID THE
ARCHITECT'S SEAL AND SIGNATURE HEREON AND
NO PROFESSIONAL LIABILITY WILL REMAIN.
PROJECT NO.
REVISION
SEAL
OWNER INFORMATION
PROJECT
A901
12.29.2022
SITE DETAILS
20R-002
PUEBLO APARTMENTS
316 W BROADWAY RD., PHOENIX, AZ 85041
CHICANOS POR LA CAUSA
1112 E BUCKEYE RD.
PHOENIX, AZ 85034
NUMBER
DESCRIPTION
DATE
1" = 1'-0"
019 REFUSE DOUBLE SWING
GATE 1A
1" = 1'-0"
020 REFUSE ENCL. GATE
HINGE 1E
3/8" = 1'-0"
023 STEEL MAN GATE
NON-PANIC 4E
1" = 1'-0"
025 STEEL GATE CANE BOLT 7H
3" = 1'-0"
028 FIRE GATE SIGNAGE 10G
1/2" = 1'-0"
031 BIKE RACK
PLAN 14G
3" = 1'-0"
029 BIKE RACK DETAIL 10K
3/8" = 1'-0"
027 TRAFFIC ARM GATE 10D
3/4" = 1'-0"
030 GATE SUPPORT DETAIL 13A
1 1/2" = 1'-0"
026 GATE DETAIL 10C
1/2" = 1'-0"
021 REFUSE GATE ELEVATION 1H
1 1/2" = 1'-0"
022 TRASH ENCLOSURE
WALL 4A
3/4" = 1'-0"
024 LIGHT POLE 7A
01/19/2023
City of Phoenix Plan #: 2206749-SCMJ Date: 03/29/23
City of Phoenix Plan #: 2206749-SCMJ Date: 03/29/23
City of Phoenix Plan #: 2206749-SCMJ Date: 03/29/23
City of Phoenix Plan #: 2206749-SCMJ Date: 03/29/23
PHO-2-24--Z-58-19-7
Proposed Conceptual Site Plan and Details
Hearing Date: December 18, 2024
A902
1E
PASEO
PASEO
5'-0"
25'-0"
SIGNAGE WALL 6'
HIGH
8"
4"
1'-5 3/4"
4"
3'-10 1/4"
8"
6"
6'-0"
DOUBLE 4X8X16 GROUND FACE CMU
WALL FOR SIGNAGE
DARK GRAY COLOR TO MATCH BUILDING
ELEVATIONS ACCENT WALLS
BACKLIT LED SIGNAGE
EXISTING PASEO LEVEL
NOTE - SIGNS APPROVED UNDER SEPARATE PERMIT
PROVIDE 4" OPENING AT
LOW POINT, SPACES AT
10'-0" O/C OR AT CENTER
#4 BARS @ 8" ON CENTER (GROUT
CELLS SOLID FULL HEIGHT)
6"X4"X16" GROUND FACE CMU,
SELECTED BY ARCHITECT
CL
REF STRUCTURAL
#4 CONT. REBAR ON
GROUTED CELL
LANDSCAPE GRADE AS
OCCURS, REF CIVIL
CL
REF STRUCTURAL
6' HEIGHT
SITE WALLS:
WALLS ADJACENT TO ARTERIAL AND COLLECTOR STREETS WILL HAVE A FINISHED
APPERANCE. UNTEXTURED, UNFINISHED BLOCK AND REINFORCED, MORTAR-FREE
CONCRETE WALLS WILL BE AVOIDED.
CONCRETE SLAB OVER
ABC PER STRUCTURAL
DRAWINGS.
1/2" EXPANSION JOINT W/ BOND
BREAKER CONTINUOUS SEALANT
FOOTING PER
STRUCTURAL DRAWINGS
F.F.E. 0'-0"
INVERTED BOND BEAM PROFILE
AT TOP, COORDINATE WITH
STRUCTURAL
HSS TUBE 2 X 2 AT 6" O.C.
2 X 2 ANGLE FIXED TO CHANNEL FOR WHEEL SUPPORT
4 X 2 CHANNEL FLOOR MOUNTED TRACK FOR SLIDING GATE
FLOOR FINISH PER FLOOR PLANS
HSS TUBE 4 X 2 GATE FRAME
SLIDING WHEEL TYP.
HSS TUBE 2 X 2 AT 6" O.C.
HSS TUBE 4 X 2 GATE FRAME
LOCK
FLIP LATCH LOCK FOR GATE OUT
OF 2 X 1/4" THK STEEL BAR
SLIDING WHEEL WITH BALL
BEARING (TYP.)
3
3
2 X 2 ANGLE FIXED TO
CHANNEL FOR WHEEL
SUPPORT
HSS TUBE 2 X 2 AT 6" O.C.
4 X 2 CHANNEL FLOOR
MOUNTED TRACK FOR SLIDING
GATE
FLOOR FINISH PER FLOOR PLANS
HSS TUBE 4 X 2 GATE FRAME
3
3
HSS TUBE 2 X 2 AT 6" O.C.
HSS TUBE 4 X 2 GATE FRAME
HSS TUBE 4 X 4 POST
ANCHOR BOLTS
8 X 8 X 1/4" THK BASE PLATE
3
3
HSS TUBE 4 X 4 FENCE POST
6 X 2 CHANNEL SECTION TRACK
BEARING WHEEL TYPICAL
HSS TUBE 4 X 2 GATE FRAME
GATE PICKETS HSS TUBE 2 X 2
AT 6" O.C.
FENCE PICKETS HSS TUBE 2 X 2
AT 6"O.C.
HSS TUBE 4 X 2 FENCE FRAME
FENCE PICKETS HSS TUBE 2 X 2
AT 6"O.C.
PER STRUCTURAL
WALL FINISH PER FLOOR PLAN
AND WALL SCHEDULE
WALL BEYOND
8H
A902
_____________________
CONTINUOUS SEALANT ALL AROUND
4 1/2" X 4 1/2" X 1/2" STEEL PLATE
TREATED BOLT PER STRUCTURAL
DRAWINGS
2 X BLOCKING
HSS TUBE 4 X 2 FENCE FRAME
FENCE PICKETS HSS TUBE 2 X 2 AT
6"O.C.
CL
CL
CL
6"
6"
1"
WALL FINISH PER FLOOR PLAN AND
WALL SCHEDULE
CONCRETE SLAB OVER
ABC PER STRUCTURAL
DRAWINGS.
TAMPER RESISTANT
ANCHORS PER
MANUFACTURER
RECOMMENDATIONS
BIKE FIX STATION PER
SPECIFICATIONS
N
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
A
B
C
D
E
F
G
H
J
K
L
A
B
C
D
E
F
G
H
J
K
L
600 N 4th ST, SUITE 112
PHOENIX ARIZONA 85004
P (602) 635 1581
F (602) 635 1581
cam@mergeAG.com
cdc@mergeAG.com
DATE
SHEET
SHEET TITLE
COPYRIGHT
THIS DRAWING IS AN INSTRUMENT OF SERVICE
ONLY AND IS AND SHALL REMAIN, EXCLUSIVE
PROPERTY OF THE ARCHITECT. NO
REPRODUCTION OR OTHER USE SHALL BE MADE
BY ANY PERSON OR FIRM WITHOUT THE EXPRESS
WRITTEN PERMISSION OF THE ARCHITECT. ANY
UNAUTHORIZED USE SHALL VOID THE
ARCHITECT'S SEAL AND SIGNATURE HEREON AND
NO PROFESSIONAL LIABILITY WILL REMAIN.
PROJECT NO.
REVISION
SEAL
OWNER INFORMATION
PROJECT
BROADWAY RD
S CENTRAL AVE
PROJECT
LOCATION
S 6TH AVE
W PUEBLO AVE
A902
12.29.2022
SITE DETAILS
20R-002
PUEBLO APARTMENTS
316 W BROADWAY RD., PHOENIX, AZ 85041
1112 E BUCKEYE RD.
PHOENIX, AZ 85034
CHICANOS POR
LA CAUSA
1/4" = 1'-0"
MONUMENT SIGN FLOOR 1A
1/4" = 1'-0"
MONUMENT ELEVATION 1E
NUMBER
DESCRIPTION
DATE
3/4" = 1'-0"
SCREEN WALL 1G
3" = 1'-0"
GATE FRAME BASE RAIL
SECTION DETAIL 13E
3" = 1'-0"
GATE LATCH ELEVATION
DETAIL 8A
3" = 1'-0"
GATE FRAME DETAIL
ELEVATION DETAIL 8E
3" = 1'-0"
BICYCLE STORAGE GATE EDGE
ELEVATION DETAIL 12A
3" = 1'-0"
GATE FRAME TOP RAIL
SECTION DETAIL 13H
3" = 1'-0"
BIKE STORAGE FENCE
PLAN DETAIL 8H
3/4" = 1'-0"
BIKE FIX STATION
ATTACHMENT 5G
01/19/2023
City of Phoenix Plan #: 2206749-SCMJ Date: 03/29/23
City of Phoenix Plan #: 2206749-SCMJ Date: 03/29/23
City of Phoenix Plan #: 2206749-SCMJ Date: 03/29/23
City of Phoenix Plan #: 2206749-SCMJ Date: 03/29/23
PHO-2-24--Z-58-19-7
Proposed Conceptual Site Plan and Details
Hearing Date: December 18, 2024
PUEBLO APARTMENTS
PHOENIX SITE
Designer
Date
12/21/2022
Scale
Not to Scale
Drawing No.
Summary
1 of 1
0.1
7.0
4.9
2.6
1.4
1.0
1.2
1.8
3.0
4.4
3.8
2.6
2.2
2.2
2.8
4.1
4.1
2.6
1.7
1.6
1.7
2.4
3.9
4.3
2.8
0.4
5.7
4.2
2.9
1.6
1.0
1.2
1.8
2.5
3.1
3.0
2.4
2.1
2.2
2.5
3.1
3.1
2.3
1.7
1.5
1.6
2.2
3.0
3.1
2.4
1.6
1.0
3.4
3.1
2.7
2.0
1.2
1.2
1.5
1.8
1.9
1.9
1.8
1.8
1.8
1.9
2.0
1.9
1.8
1.5
1.3
1.4
1.7
1.9
1.9
1.7
1.3
1.3
3.4
2.7
2.0
1.6
1.2
1.1
1.1
1.1
1.1
1.1
1.2
1.5
1.4
1.2
1.1
1.1
1.1
1.1
1.1
1.1
1.0
1.1
1.0
1.0
0.9
1.2
4.4
2.9
1.7
1.3
1.1
1.1
1.0
0.8
0.7
0.8
0.9
1.1
1.0
0.8
0.7
0.7
0.7
0.8
0.9
0.8
0.7
0.7
0.6
0.6
0.6
1.3
4.1
2.9
1.7
1.2
1.1
9.1
2.4
0.7
0.7
1.9
1.7
1.4
2.5
0.9
1.8
1.6
0.8
2.7
1.2
1.9
2.4
0.7
2.5
1.1
1.0
0.8
1.4
3.2
2.6
1.8
1.2
1.2
4.2
2.3
1.2
1.3
7.3
4.9
2.2
9.1
0.9
6.1
4.7
0.8
10.2
1.6
3.6
7.5
0.7
15.2
2.0
3.2
12.2
1.5
2.8
2.6
1.9
1.2
3.1
4.3
2.9
3.1
2.5
2.6
1.9
0.5
0.6
0.3
0.4
0.4
0.3
0.5
0.4
0.4
0.4
0.2
0.4
0.7
3.4
10.5
2.5
2.8
2.2
1.6
1.0
2.5
3.6
2.6
1.7
0.6
3.0
3.3
2.0
1.3
0.8
0.9
0.6
3.6
1.9
0.5
3.1
3.8
2.0
1.2
0.7
4.1
2.2
3.2
2.4
0.9
2.9
3.0
1.8
1.1
0.6
1.3
1.4
4.5
4.5
6.0
5.0
9.0
1.0
2.2
2.2
1.6
1.0
0.6
1.5
1.8
4.3
3.4
4.1
5.2
2.8
1.0
1.0
1.2
1.2
0.8
0.6
3.7
3.3
4.2
1.4
3.8
5.1
4.0
0.9
0.5
0.7
0.7
0.7
0.5
0.7
0.5
4.2
0.3
0.2
0.1
0.2
4.6
2.3
1.3
3.0
4.1
4.9
7.3
0.9
0.5
0.7
0.7
0.7
0.5
2.4
3.5
4.1
0.4
6.8
1.7
0.2
4.2
2.0
4.2
0.5
0.4
1.0
1.3
1.2
0.8
0.6
2.4
3.4
4.0
0.2
3.1
1.2
0.6
1.3
0.1
4.1
0.1
0.1
2.3
2.2
1.6
1.0
0.6
0.6
0.4
4.0
0.2
0.7
0.4
6.0
5.9
0.1
4.1
1.0
0.5
2.9
3.0
1.7
1.0
0.6
3.4
3.7
4.1
0.4
2.5
1.6
0.7
2.3
1.4
4.2
9.4
0.9
3.1
3.8
1.8
1.1
0.6
1.6
2.0
4.2
0.4
1.2
0.5
0.2
3.8
3.1
4.3
2.2
0.7
3.0
3.1
1.7
1.0
0.6
1.2
1.2
4.3
5.6
2.2
0.1
3.6
5.4
0.2
4.4
0.4
0.3
2.3
2.2
1.6
1.0
0.6
4.1
2.2
4.4
2.7
1.1
0.1
1.9
2.5
0.4
4.4
4.2
0.8
1.1
1.3
1.2
0.8
0.5
0.8
0.6
4.4
1.6
1.5
3.7
0.3
1.6
9.3
4.4
6.9
0.8
0.5
0.7
0.7
0.7
0.5
2.2
3.3
4.3
6.8
2.8
5.5
0.3
0.9
2.3
4.4
0.5
0.3
0.5
0.7
0.7
0.6
0.5
2.7
3.3
4.3
0.8
0.4
3.2
6.3
1.3
3.1
4.2
0.1
0.1
0.9
1.2
1.1
0.8
0.5
0.6
0.4
4.2
4.8
4.8
1.5
2.9
2.2
4.8
4.1
1.2
0.6
2.2
2.1
1.5
0.9
0.5
2.9
3.5
4.1
1.6
1.7
0.1
2.6
2.4
0.2
4.1
9.8
0.8
2.9
2.8
1.7
1.0
0.6
2.0
2.8
4.0
3.2
0.6
0.3
3.9
4.5
0.1
4.1
1.8
0.7
3.1
3.6
1.8
1.0
0.6
0.9
0.8
4.0
9.0
1.3
5.6
3.8
0.2
0.0
4.1
0.4
0.4
3.0
3.1
1.7
1.0
0.6
3.8
1.3
4.1
0.3
0.3
2.3
2.2
0.7
0.1
4.2
5.2
0.8
2.5
2.3
1.6
1.0
0.6
1.0
0.9
4.2
0.4
5.3
0.8
5.6
6.4
0.1
4.3
5.9
0.8
1.2
1.5
1.3
0.9
0.5
1.9
2.5
4.3
0.4
6.2
1.2
0.8
0.8
0.1
4.4
0.5
0.4
0.5
0.7
0.8
0.7
0.5
3.1
3.8
4.4
0.1
0.5
0.3
1.2
8.0
0.4
4.4
1.6
0.7
0.5
0.7
0.7
0.7
0.6
0.6
0.4
4.4
0.2
12.2
2.7
0.7
3.6
0.4
4.4
9.9
0.8
0.9
1.2
1.2
0.8
0.6
2.6
3.3
4.3
0.2
1.6
0.9
0.1
0.6
0.6
4.4
1.7
0.9
2.2
2.2
1.6
1.0
0.6
2.3
3.5
4.3
0.1
0.7
0.3
0.1
5.1
5.1
4.2
5.9
0.9
3.0
3.0
1.8
1.1
0.6
0.7
0.5
4.2
0.4
2.0
1.8
0.1
0.7
0.6
4.1
5.3
0.8
3.1
3.9
1.9
1.1
0.6
4.0
2.1
4.0
0.2
1.1
0.5
0.2
3.7
1.3
4.1
0.4
0.4
3.0
3.2
1.8
1.1
0.6
1.3
1.4
4.1
0.8
4.5
0.5
0.5
6.4
2.1
4.1
1.7
0.7
2.4
2.3
1.6
1.0
0.6
0.6
1.0
2.5
2.9
5.2
2.9
1.0
0.7
1.2
6.9
1.6
0.6
0.6
0.4
4.1
9.8
0.8
1.0
1.3
1.2
0.8
0.6
0.9
1.5
2.1
3.4
4.9
3.9
3.1
1.1
0.8
2.6
2.9
1.0
4.1
4.7
1.3
2.2
3.0
4.6
1.3
0.6
0.4
0.6
0.6
0.6
0.6
1.0
2.8
3.4
4.2
4.4
0.5
0.4
0.5
0.5
0.5
0.5
0.5
3.8
5.6
6.8
0.8
0.1
0.3
0.3
0.6
9.9
2.9
0.7
0.9
1.1
2.5
2.9
0.9
0.8
0.6
0.7
1.0
0.8
5.3
6.5
4.3
0.8
0.1
3.6
7.3
0.7
2.2
1.7
1.3
1.7
2.3
5.4
5.1
1.6
1.1
0.9
0.8
1.7
3.1
0.3
0.2
0.1
1.1
1.3
0.5
0.6
0.9
1.4
2.3
3.7
3.8
2.8
2.0
1.5
1.2
1.2
2.0
3.1
0.0
0.1
0.0
1.5
0.2
0.3
0.6
1.1
1.7
2.6
3.9
4.2
3.1
2.6
2.1
1.7
1.7
2.0
1.8
0.2
0.3
0.0
2.0
0.2
0.3
0.6
1.0
1.5
2.4
3.7
3.9
2.9
2.6
2.5
2.4
2.5
2.8
3.3
3.7
3.2
10.2
4.3
1.4
0.6
2.7
3.2
3.3
6.0
5.7
0.8
2.1
1.8
2.8
10.7
0.6
5.8
5.7
0.8
10.6
0.0
1.3
0.2
0.4
0.6
1.0
1.4
2.0
3.0
3.0
2.8
2.9
3.0
2.8
3.0
3.3
3.0
2.6
2.4
2.3
1.4
0.9
1.6
1.3
1.3
1.3
1.2
0.9
0.6
1.4
1.0
1.1
1.3
0.6
1.0
1.0
1.0
15.0
0.1
0.2
0.2
0.3
0.5
0.7
1.0
1.3
2.4
2.6
2.7
2.9
3.2
3.2
3.4
3.8
3.2
2.8
2.3
1.6
0.9
0.6
0.7
0.7
0.7
0.6
0.5
0.4
0.5
0.6
0.8
0.8
0.7
0.6
0.6
0.6
0.7
0.7
0.1
0.1
0.2
0.2
0.3
0.5
0.7
1.0
2.5
2.7
2.7
2.8
3.2
3.4
4.1
3.8
4.2
3.3
2.7
1.9
1.2
0.8
0.8
0.8
0.8
0.7
0.7
0.6
0.7
0.9
1.1
1.1
1.0
1.0
1.0
0.9
0.9
0.5
0.0
0.1
0.1
0.1
0.2
0.4
0.9
3.9
3.5
2.8
2.7
2.8
2.9
3.3
3.6
3.5
3.3
2.9
2.2
1.5
1.2
1.1
1.0
1.1
1.0
1.0
1.0
1.1
1.2
1.5
1.6
1.8
1.8
1.8
1.5
1.1
0.6
0.0
0.0
0.1
0.1
4.4
3.8
2.8
2.5
2.5
2.4
2.8
3.2
3.2
3.2
3.4
2.9
2.4
1.8
1.4
1.2
1.3
1.6
1.8
1.9
1.8
1.6
1.7
2.0
2.5
3.0
2.8
2.1
1.3
0.6
3.0
2.9
2.6
2.4
2.2
2.2
2.3
2.7
2.9
3.4
3.9
4.1
3.4
2.4
1.6
1.4
1.6
2.2
2.9
3.0
2.4
2.0
1.9
2.1
3.0
4.3
3.7
2.3
1.4
0.7
1.8
2.0
2.1
2.0
1.8
1.6
1.6
1.8
2.3
2.9
4.0
5.2
4.3
2.6
1.6
1.4
1.6
2.4
3.8
4.3
2.9
1.9
1.5
1.4
2.0
4.4
3.1
1.4
0.5
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.1
0.0
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.2
0.5
0.6
0.4
0.4
0.5
0.5
0.7
2.5
31.90.9
2.8
31.40.9
2.7
31.10.8
2.6
30.20.6
2.2
29.5
SB @ 15'
SB @ 15'
SB @ 15'
SB @ 15'
SA @ 15'
SB @ 15'
SB @ 15'
SB @ 15'
SCE @ 6'
SCE @ 6'
SCE @ 6'
SCE @ 6'
SCE @ 6'
SCE @ 6'
SCE @ 6'
SCE @ 6'
SCE @ 6'
SCE @ 6'
SC @ 10'
SC @ 10'
SC @ 10'
SC @ 10'
SCE @ 12'
SC @ 10'
SCE @ 10'
SC @ 10'
SC @ 10'
SC @ 10'
SCE @ 15'
SC @ 10'
SG @ 10'
SG @ 10'
SG @ 10'
SG @ 10'
SG @ 10'
SG @ 10'
SG @ 10'
SG @ 10'
SG @ 10'
SG @ 10'
SG @ 10'
SG @ 10'
SG @ 10'
SG @ 10'
SG @ 10'
SG @ 10'
SG @ 10'
SG @ 10'
SG @ 10'
SG @ 10'
SG @ 10'
SG @ 10'
SG @ 10'
SG @ 10'
SG @ 10'
SG @ 10'
SG @ 10'
SG @ 10'
SG @ 10'
SG @ 10'
SG @ 10'
SG @ 10'
SG @ 10'
SG @ 10'
SG @ 10'
SG @ 10'
SG @ 10'
SG @ 10'
SG @ 10'
SG @ 10'
SG @ 10'
SG @ 10'
SG @ 10'
SG @ 10'
SG @ 10'
SG @ 10'
SG @ 10'
SG @ 10'
SG @ 10'
SG @ 10'
SG @ 10'
SG @ 10'
SG @ 10'
SG @ 10'
SG @ 10'
SG @ 10'
SG @ 10'
SG @ 10'
SG @ 10'
SG @ 10'
SG @ 10'
SG @ 10'
SG @ 10'
SG @ 10'
SG @ 10'
SG @ 10'
SG @ 10'
SG @ 10'
SG @ 10'
SG @ 10'
SG @ 10'
SG @ 10'
SG @ 10'
SG @ 10'
SG @ 10'
SG @ 10'
SG @ 10'
SG @ 10'
SG @ 10'
SG @ 10'
SG @ 10'
SG @ 10'
SG @ 10'
SG @ 10'
SG @ 10'
SG @ 10'
SG @ 10'
SD @ 3.5'
SD @ 3.5'
SD @ 3.5'
SD @ 3.5'
SD @ 3.5'
SD @ 3.5'
SD @ 3.5'
SD @ 3.5'
SD @ 3.5'
SD @ 3.5'
SD @ 3.5'
SD @ 3.5'
SD @ 3.5'
SD @ 3.5'
SD @ 3.5'
SD @ 3.5'
SD @ 3.5'
SD @ 3.5'
SD @ 3.5'
SD @ 3.5'
SCE @ 10'
SCE @ 10'
SD @ 3.5'
SD @ 3.5'
SG @ 10'
SC @ 10'
SC @ 10'
SF @ 3.5'
SF @ 3.5'
SF @ 3.5'
SF @ 3.5'
SF @ 3.5'
SF @ 3.5'
SF @ 3.5'
SF @ 3.5'
SF @ 3.5'
SF @ 3.5'
SF @ 3.5'
SF @ 3.5'
SF @ 3.5'
SF @ 3.5'
SF @ 3.5'
SF @ 3.5'
SF @ 3.5'
SF @ 3.5'
SF @ 3.5'
SF @ 3.5'
SF @ 3.5'
SF @ 3.5'
SD @ 3.5'
SF @ 3.5'
SD @ 3.5'
SG @ 10'
SH @ 15'
SF @ 3.5'
SF @ 3.5'
SF @ 3.5'
SD @ 3.5'
SF @ 3.5'
SL @ 15'
SL @ 15'
SL @ 15'
SL @ 15'
SL @ 15'
SF @ 3.5'
SF @ 3.5'
SF @ 3.5'
SF @ 3.5'
SF @ 3.5'
SK @ 5.5'
SM @ 15'
SCE @ 15'
Statistics
Description
Symbol
Avg
Max
Min
Max/Min
Avg/Min
PROPERTY LINE - FC @ GRADE
0.0 fc
0.6 fc
0.0 fc
N/A
N/A
SITE - FC @ GRADE
2.1 fc
15.2 fc
0.0 fc
N/A
N/A
MONUMENT SIGN
11.4 fc
31.9 fc
0.6 fc
53.2:1
19.0:1
MONUMENT SIGN
Schedule
Symbol
Label
Quantity Manufacturer
Catalog Number
Description
Lamp
Filename
Lumens Per
Lamp
Light Loss
Factor
Wattage
SA
1
Lithonia Lighting
(2) DSX0 LED P4 30K T5W MVOLT SPA
(FINISH) / SSS 12.5' W/2.5' BASE
TWIN-HEAD D-Series Size 0 Area
Luminaire P4 Performance Package
3000K CCT 80 CRI Type 5 Wide
LED - 3000K
DSX0_LED_P4_30K_80
CRI_T5W.ies
10288
0.91
186.08
SB
7
Lithonia Lighting
DSX0 LED P4 30K 80CRI TFTM MVOLT
SPA (FINISH) / SSS 12.5' W/2.5' BASE
D-Series Size 0 Area Luminaire P4
Performance Package 3000K CCT 80
CRI Forward Throw
LED - 3000K
DSX0_LED_P4_30K_80
CRI_TFTM.ies
9908
0.91
93.04
SC
11
Lithonia Lighting
WPX1 LED P1 30K MVOLT (FINISH)
WPX1 LED wallpack 1500lm 3000K
color temperature 120-277 Volts
LED - 3000K
WPX1_LED_P1_30K_M
volt.ies
1537
0.91
11.49
SCE
16
Lithonia Lighting
WPX1 LED P1 30K MVOLT E4WH
(FINISH)
WPX1 LED wallpack 1500lm 3000K
color temperature 120-277 Volts
W/EM BATTERY PACK
LED - 3000K
WPX1_LED_P1_30K_M
volt.ies
1537
0.91
11.49
SD
25
Lithonia Lighting
DSXB LED 16C 350 30K SYM MVOLT
(FINISH)
D-SERIES BOLLARD WITH 16 3000K
LEDS OPERATED AT 350mA AND
SYMMETRIC DISTRIBUTION
LED - 3000K
DSXB_LED_16C_350_3
0K_SYM.ies
1558
0.91
20
SF
32
Lithonia Lighting
DSXB LED 12C 350 30K ASY MVOLT
(FINISH)
D-SERIES BOLLARD WITH 12 3000K
LEDS OPERATED AT 350mA AND
ASYMMETRIC DISTRIBUTION
LED - 3000K
DSXB_LED_12C_350_3
0K_ASY.ies
1194
0.91
16
SG
89
WAC Lighting
FM-05RN 930 (FINISH)
Surface-mounted Luminaires
LED - 3000K
FM-05RN-111618.IES
1050
0.91
12.8808
SH
1
Lithonia Lighting
DSX0 LED P4 30K RCCO MVOLT SPA
(FINISH) / SSS 12.5' W/2.5' BASE
DSX0 LED P4 30K RCCO MVOLT
LED - 3000K
DSX0_LED_P4_30K_R
CCO_MVOLT.ies
5979
0.91
92
SK
1
Luminii
KMW 24' HE48HO 30K F A (FINISH)
(POSITION TYPE) (POWER FEED) /
PS010V 96 24 LIN
24' KENDO M WET
LED - 3000K
KMW-48-30K-LL72VHO-
-F.IES
472
0.91
156
SL
5
Lithonia Lighting
DSX0 LED P4 30K 80CRI BLC4 MVOLT
SPA (FINISH) / SSS 12.5' W/2.5' BASE
D-Series Size 0 Area Luminaire P4
Performance Package 3000K CCT 80
CRI Type 4 Extreme Backlight
Control
LED - 3000K
DSX0_LED_P4_30K_80
CRI_BLC4.ies
7283
0.91
93.04
SM
1
Lithonia Lighting
[...]
[...]
[...]
DSX0_LED_P10_30K_8
0CRI_T3M_L90.ies
6294
0.91
101.8
Lithonia Lighting
(2) DSX0 LED P10 30K 80CRI T3M L90
MVOLT SPA (FINISH) / SSS 12.5' W/2.5'
BASE
TWIN-HEAD D-Series Size 0 Area
Luminaire P10 Performance Package
3000K CCT 80 CRI Type 3 Medium
Optics Rotated 90 Degrees to Left
LED - 3000K
DSX0_LED_P10_30K_8
0CRI_T3M_L90.ies
6294
0.91
50.9
Lithonia Lighting
(2) DSX0 LED P10 30K 80CRI T3M L90
MVOLT SPA (FINISH) / SSS 12.5' W/2.5'
BASE
TWIN-HEADD-Series Size 0 Area
Luminaire P10 Performance Package
3000K CCT 80 CRI Type 3 Medium
Optics Rotated 90 Degrees to Left
LED - 3000K
DSX0_LED_P10_30K_8
0CRI_T3M_L90.ies
6294
0.91
50.9
City of Phoenix Plan #: 2206749-SCMJ Date: 03/29/23
City of Phoenix Plan #: 2206749-SCMJ Date: 03/29/23
City of Phoenix Plan #: 2206749-SCMJ Date: 03/29/23
City of Phoenix Plan #: 2206749-SCMJ Date: 03/29/23
PHO-2-24--Z-58-19-7
Proposed Photometric Plan
Hearing Date: December 18, 2024
PHO-2-24--Z-58-19-7
Stipulated Site Plan
Hearing Date: December 18, 2024
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