design review board staff reportapps.mesaaz.gov/meetingarchive/archivedocuments/...design review...
TRANSCRIPT
Design Review Board Staff Report
CASE NUMBER: DRB17-00160 Andy’s Frozen Custard (exposed neon light) LOCATION/ADDRESS: 1158 South Greenfield Road REQUEST: Approval of neon lights/LED exterior illumination for the proposed
Andy’s Frozen Custard drive-thru restaurant at Greenfield and Southern.
COUNCIL DISTRICT: District 2 OWNER: Ken Treat and Classen Asset Management LLC APPLICANT: Bill Jeorling, Archicon - Architecture & Interiors, L.C. ARCHITECT: Archicon - Architecture & Interiors, L.C. STAFF PLANNER: Wahid Alam, AICP
SITE DATA PARCEL NO.: 140-48-133 PARCEL SIZE: 1.01± ac. EXISTING ZONING: LC PAD GENERAL PLAN: Neighborhood Village CURRENT LAND USE: Vacant pad site
SITE CONTEXT NORTH: Existing shopping center – zoned LC PAD EAST: (across drive aisle) Existing development – zoned LC SOUTH: (across Southern Avenue) Existing commercial development – zoned LC WEST: Vacant lot across existing retention basin- zoned NC PAD
STAFF ANALYSIS This proposal is to install exposed exterior illumination for a proposed Andy’s Frozen Custard located within the commercial center located at the northwest corner of Southern Avenue and Greenfield Road. The zoning code requires the approval of the Design Review Board to allow the use of exposed exterior building illumination (§11-30-5D). The applicant is proposing that the sloped roof over the main building be wrapped around at the top with perimeter neon lighting on clear anodized aluminum fascia.
Analysis of Finding for approval of exterior building illumination per Section 11-30-5 D:
1. Findings for Approval. The use of exposed neon, argon, LED or krypton tubing, exposed incandescent lighting, or other exposed artificial lighting to outline any structure or portion thereof may be authorized after review and approval by the Design Review Board. The Board shall approve exposed building illumination only upon a finding that such illumination:
a. Constitutes a design component of the overall building architecture; and
Design Review Board Staff Report Design Review Board Hearing Date: September 12, 2017
DR Case No.: DRB17-00160
The exposed neon tubes are part of the retro design theme that acts as a component of the building architecture.
b. Is integrated into the primary physical elements of the building or development, and is
harmonious with the architectural style of the structure(s); and The sloped roof over the main building be wrapped around at the top with perimeter neon lighting on clear anodized aluminum fascia that acts as a primary physical element of the building and is harmonious with the retro architectural style.
c. Serves only for the purpose of embellishing the nighttime architecture of the building, and does not portray an advertising message; and The rooftop perimeter neon is an embellishment to the night time visual expression of the architecture of the building which does not carry any advertisement messages.
d. Is compatible with the land use and architecture of adjacent developments. The proposed development is compatible to the surrounding uses within an existing commercial center.
2. Substantial Conformance Required. Any approval by the Design Review Board for exposed building illumination requires finding that the structure or building complex on which the lighting is to be used shall be in substantial compliance with all current Mesa City Code requirements and regulations.
The proposed development meets and exceeds Mesa development standards and regulations.
3. Full Functionality Required for Use. If any component of the lighting system becomes nonfunctional, neither the entire lighting system, nor any portion thereof, may be illuminated until the entire lighting system is repaired. A condition of approval is included regarding the full functionality (condition#10). The proposed Andy’s Frozen Custard at this location is the second such drive-thru proposed in Mesa, the first one being near McKellips Road and Stapley Drive. The applicant is requesting Site Plan Modification for a drive-thru facility with outdoor seating on a 1.01± acre vacant site that was previously approved for a drive-thru facility within Greenfield Court commercial center. The proposed building has a footprint of 2,024 square feet of service area (kitchen, restroom, ground mounted mechanical equipment, etc.), there is no indoor dining facility. The applicant has indicated that employees will walk up to vehicles in the drive-thru lane to take orders from customers, rather than the standard drive-thru speaker box. Customers can also walk up to order windows at the front of the building facing Southern Avenue. Some seating is being provided to allow customers to sit in the patio in the shade under the extended slope. The layout provides a patio area of 2,000 square feet of seating area to the north side of the building adjacent to the drive-thru lane. To buffer the seating area and improve the quality of the outdoor
Design Review Board Staff Report Design Review Board Hearing Date: September 12, 2017
DR Case No.: DRB17-00160
dining area, staff suggest to install seating walls including 5’ wide landscape yards along the drive thru lane (condition # 6). The proposed pedestrian connection to the existing shopping center to the north needs to provide transitional space adjacent to the proposed trash enclosures (condition # 7). Staff is recommending that the site plan be revised to show the drive drive-aisle being extended further west to facilitate cross-access along the Southern Avenue frontage to the adjacent parcel to the west of the site as previously approved (Z00-75) shown below (condition # 8).
Design Review Board Staff Report Design Review Board Hearing Date: September 12, 2017
DR Case No.: DRB17-00160
CONCLUSION: Staff recommends approval of DRB17-00160 to allow exposed perimeter neon lighting on clear anodized aluminum fascia on the proposed Andy’s Frozen Custard at Greenfield and Southern Avenue with the following conditions: CONDITIONS OF APPROVAL: 1. Compliance with the development as described in the Design Review Board staff report and
as shown on the site plan and exterior elevations submitted. 2. Compliance with all requirements of DRB17-00160 and companion Administrative Site Plan
review. 3. Compliance with all City development codes and regulations. 4. Compliance with all requirements of the Development and Sustainability, Engineering,
Design Review Board Staff Report Design Review Board Hearing Date: September 12, 2017
DR Case No.: DRB17-00160
Transportation, and Solid Waste Departments.
5. Compliance with requirements of previously approved zoning case Z00-075 including Landscape Palette.
6. Install seating walls including 5’ wide landscape yards along the drive thru lane in the patio area to the north side of the building.
7. Provide 5’ wide landscape area between the pedestrian path and proposed trash enclosures.
8. Revise site plan to show the drive thru exit extended further west and connect to the driveway access from Southern Avenue just west of the property line as previously approved (Z00-75).
9. Provide an alternative paving material for crosswalks such as stamped or decorative concrete, pavers or similar finish (striping on asphalt is not acceptable).
10. If any component of the exposed neon lighting system becomes nonfunctional, neither the entire lighting system, nor any portion thereof, may be illuminated until the entire lighting system is repaired.
11. Signs (attached and detached monument signs including their size, area and location) needs separate approval process.
2 3 41
586 SFFRONT OF HOUSE1
0
F.F. MAIN LEVEL0' - 0"
9 FOOT DATUM9' - 0"
T.O. EXT. WALL12' - 6"
T.O. ROOFVARIES
10
1
18
17
10
1519
16
11
3
18
12
5
13
13
F.F. MAIN LEVEL0' - 0"
9 FOOT DATUM9' - 0"
T.O. EXT. WALL12' - 6"
B C D
586 SFFRONT OF HOUSE1
1/2" /
12"
38 SFOFFICE5
44 SFRESTROOM3B
1"
/ 12"
385 SFMECH. ENCLOSURE7
38 SFRESTROOM4
44 SFRESTROOM3A
A
T.O. ROOF18' - 2"
2
7
12
13
5
8
19
15
12
2
19
7
4
1712705-01
J. PLANCK
ARCHICON
BILL JEORLING
M
ES
A, A
RIZ
ON
A 8
52
06
1
15
8 S
. G
RE
EN
FIE
LD
R
D.
A
ND
Y'S
F
RO
ZE
N C
US
TA
RD
- M
ES
A
P
AD
D
EV
ELO
PM
EN
T F
OR
JULY 28, 2017
BUILDING SECTIONS
19 BUILDING SECTION 'A' 1/4' = 1" - 0"
24 CITY APPROVAL
DR-6
7 BUILDING SECTION 'B' 1/4' = 1" - 0"
0
7
/
2
8
/
2
0
1
7
18 NOTES
1. EXTERIOR FINISH SIDING (NICHIHA VINTAGE WOOD PANELS) ON FRAMED WALL
2. KAWNEER STOREFRONT - TRIFAB 601T WITH 6" FRAME
3. KAWNEER CURTAINWALL - 1620 SSG WITH 6" INSIDE FRAME
4. CMU WALL WITH INTEGRAL COLOR
5. 60 MIL WHITE TPO ROOFING ON 1" ROGOD INSUL. PROVIDE SQUARE CUT EDGE
6. SERVICE WINDOW - EASI SERV PRODUCTS INC. - S.S SERIES IN-LINE SIDE
SLIDER (PROVIDED BY OWNER)
7. TREX SYNTHETIC WOOD LOUVER IN STEEL FRAME MECHANICAL SCREEN
8. MECHANICAL DUCT - EXPOSED PAINTED WHITE
9. MENU BOARD
10. ANDY'S MENU AND SIGNAGE - PER SEPERATE PERMIT
11. STEEL PIPE BOLLARD
12. STEEL COLUMN PAINTED - SEE STRUCTURAL
13. PERIMETER NEON LIGHTING AT ROOF EDGE ON ANODIZED ALUMINUM FASCIA
14. DOWNSPOUT WITH DAYLIGHT UNDER SIDEWALK
15. KITCHEN EQUIPMENT - TYP.
16. TILE WALL COVERING IN RED & WHITE RANDOM PATTERN
17. TJI ROOF TRUSS PER STRUCTURAL
18. DIRECT APPLIED FINISH - SMOOTH FINISH MANUFACTURED BY STO
19. CONCRETE SLAB WITH POLISHED FINISH TOP AT INTERIOR - FOUNDATION AND
DRIVE LANES PER STRUCTURAL
SD
T
T
E
cove
r
DATENO. REVISION
OF
DEVE
LOPE
RSI
TE A
DDRE
SS
4450 north 12th street, #228phoenix, arizona 85014p: 623.282.2498e: [email protected]
PREL
IMIN
ARY
IMPR
OVE
MEN
T PL
AN F
OR
ANDY
'S F
ROZE
N C
UST
ARD
- MES
A11
58 S
OU
TH G
REEN
FIEL
D RO
AD, M
ESA,
ARI
ZON
A 85
206
1158
S. G
REEN
FIEL
D RO
ADM
ESA,
ARI
ZON
A 85
206
APN
: 140
-48-
133
ANDY
'S F
ROZE
N C
UST
ARD
338
NO
RTH
BOO
NVI
LLE
AVEN
UE
SPRI
NGF
IELD
, MIS
SOU
RI 6
5806
ATTN
: AAR
ON
KIN
GPH
: (4
17) 8
81-3
500
2
SHEET NUMBER
CYPRESS PROJECT NO: 17.063
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
Regis
tered P
rofessional Engineer (Civil)53640
JEFFREY P.
HUNT
CER TIFIC A T E NO.
Date S igned .
.
ARIZONA, U.S.A.E x pir e s 0 6 / 3 0/2018
07 27 2017
PRELIMINARY IMPROVEMENT PLAN forANDY'S FROZEN CUSTARD - MESA
1158 SOUTH GREENFIELD ROAD, MESA, ARIZONAA PORTION SOUTHEAST QUARTER OF SECTION 28, TOWNSHIP 1 NORTH, RANGE 6 EAST OF THE
GILA AND SALT RIVER MERIDIAN MARICOPA COUNTY, ARIZONA
IN THE SE 1/4 OF THE SE 1/4 OF SECTION 28,T. 1 N., R. 6 E., G.&S.R.M., CITY OF MESA,
MARICOPA COUNTY, ARIZONA
LOCATION MAP NORTH
3" = 1 MILE
PROJECT OVERVIEW
1
2728
3433
THISPROJECT
CANAL TRAIL
EASTERN
SOUTHERN AVE
GREE
NFI
ELD
ROAD
NAS
SAU
PUEBLO AVEDELTA AVE
QU
AIL
HIGHWAY 60SCALE: 1"=30'
NEW BUILDING
SOUTHERN AVENUE
GREE
NFI
ELD
ROAD
OWNER/DEVELOPERNAMEADDRESSCITY, STATE 85XXXPH: X-X-XATTN: NAME
CIVIL ENGINEERCYPRESS CIVIL DEVELOPMENT4450 NORTH 12TH STREET, #228PHOENIX, ARIZONA 85014PH: 623-282-2498ATTN: DERICK SCHUMACHER/JEFF HUNT
ARCHITECTARCHITECTADDRESSCITY, STATE 85XXXPH: X-X-XATTN: NAME
SHEET INDEX1. COVER SHEET2. GRADING AND DRAINAGE PLAN
UTILITIESWATER: CITY OF PHOENIXSEWER: CITY OF PHOENIXELECTRIC: SALT RIVER PROJECTGAS: SOUTHWEST GASTELEPHONE: CENTURY LINKCABLE: COX COMMUNICATIONS
DRAINAGE STATEMENT-SITE IS IN A SPECIAL FLOOD HAZARD AREA - NO-OFFSITE FLOWS AFFECT THIS SITE - NO-RETENTION PROVIDED IS 100-YR, 2-HR-EXTREME STORM OUTFALLS THE SITE AT THE SOUTHWEST CORNER
AT THE ESTIMATED ELEVATION OF 1287.00
FLOODPLAIN INFORMATIONACCORDING TO THE FLOOD INSURANCE RATE MAP #04013C2288M,DATED OCTOBER 16, 2013, THIS PROPERTY IS LOCATED IN FLOODZONE "X" (SHADED). AREAS OF 0.2% ANNUAL CHANCE; AREAS OF 1%ANNUAL CHANCE FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1FOOT OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE; ANDAREAS PROTECTED BY LEVEES FROM 1% ANNUAL CHANCE FLOOD.
SURVEY NOTES1. THE SURVEY FOR THIS PROJECT WAS PERFORMED BY:
CLOUSE ENGINEERING, INC.3010 EAST SHEA BOULEVARDSCOTTSDALE, ARIZONA 85254PH: (602) 395-9300CONTACT: ROBERT J. BLAKE, R.L.S.
2. THE BASIS OF BEARINGS FOR THIS PROJECT IS THE SOUTH LINE OF THESOUTHEAST QUARTER SECTION 28, ALSO BEING THE MONUMENT LINE OFSOUTHERN AVENUE USING A BEARING OF NORTH 89°05'05" EAST PER THE PLATOF GREENFIELD COURT, AS RECORDED IN BOOK 643 OF MAPS, PAGE 9, M.C.R.
3. THE BASIS OF ELEVATION FOR THE PROJECT WAS NOT PROVIDED.
2580(99.99P)
99.99P
LEGENDRIGHT-OF-WAY
PROJECT BOUNDARY LINE
OTHER PARCEL LINE
ROADWAY CENTERLINE
SECTION LINE
NEW EASEMENT
EXISTING EASEMENT
NEW CONTOUR
EXISTING CONTOUR
SPOT ELEV. (NEW GRADE)
SPOT ELEV. (EXIST. GRADE)
NEW SEWER MAIN
EXISTING SEWER MAIN
NEW WATER MAIN
EXISTING WATER MAIN
NEW FIRE SERVICE
NEW STORM DRAIN PIPE
EXISTING STORM DRAIN PIPE
NEW CURB
EXISTING CURB
NEW PAINT STRIPE
EXISTING PAINT STRIPE
NEW ASPHALT
EXISTING PAVEMENT EDGE
NEW CONCRETE
EXISTING CONCRETE
NEW RIP RAP
NEW WALL
EXISTING WALL
EXISTING SEWER MANHOLE
NEW SEWER CLEANOUT
EXISTING SEWER CLEANOUT
NEW WATER VALVE
EXISTING WATER VALVE
NEW WATER METER
NEW BACKFLOW PREVENTER
NEW FIRE HYDRANT
EXISTING FIRE HYDRANT
NEW FIRE BACKFLOW PREVENTER
EXISTING TRANSFORMER
NEW SITE LIGHT
CO
CO
W
BF
RIGHT-OF-WAY
RECORDED VALUE
MEASURED VALUE
PAVEMENT (ASPHALT)
CONCRETE
TOP OF CURB
FINISHED GRADE
GRADE BREAK
FINISHED FLOOR ELEVATION
R.O.W.
(R)
(M)
P
C
TC
FG
GB
FFE
LOT 18 OF GREENFIELD COURT, ACCORDING TO THE PLAT OF RECORD IN THE OFFICEOF THE COUNTY RECORDER OF MARICOPA COUNTY, ARIZONA, RECORDED IN BOOK643 OF MAPS, PAGE 9 AND AFFIDAVIT OF CHANGE RECORDED SEPTEMBER 20, 2004IN RECORDING NO. 2004-1094839.
LEGAL DESCRIPTION 1. PROJECT DESCRIPTION:
THE PROJECT CONSISTS OF THE CONSTRUCTION OF A NEWFREE-STANDING DRIVE-THRU RESTAURANT BUILDING WITH THE REQUIREDPARKING, UTILITY, AND DRAINAGE IMPROVEMENTS.
2. ADDRESS:1158 SOUTH GREENFIELD ROADMESA, ARIZONA 85206
APN: 140-48-133
3. ZONING: LC
4. SITE AREA:TOTAL AREA: 44,152 SF (1.01 AC)DISTURBED AREA: 33,280 (0.76 AC)
PROJECT INFORMATION
BENCHMARKBENCHMARK FOR ELEVATIONS NOT PROVIDED TO CYPRESS CIVIL DEVELOPMENT.TOPOGRAPHY SHOWN WAS PROVIDED TO CYPRESS CIVIL DEVELOPMENT ASPRESENTED HEREIN AND PREPARED BY CLOUSE ENGINEERING, INC.
CO
T
T
E
W
CO
COCOCO
BF
W
1288
1288
1287
1286
1285
1284
1285
1286
1287
1289
128712861287 1286
1285
1287
1289
1288
1290
EXISTING 8'POWER DISTRIBUTIONEASEMENT PER DOC. NO.2003-1620144, M.C.R.
grad
ing
and
drai
nage
pla
n
DATENO. REVISION
OF
DEVE
LOPE
RSI
TE A
DDRE
SS
4450 north 12th street, #228phoenix, arizona 85014p: 623.282.2498e: [email protected]
PREL
IMIN
ARY
IMPR
OVE
MEN
T PL
AN F
OR
ANDY
'S F
ROZE
N C
UST
ARD
- MES
A11
58 S
OU
TH G
REEN
FIEL
D RO
AD, M
ESA,
ARI
ZON
A 85
206
1158
S. G
REEN
FIEL
D RO
ADM
ESA,
ARI
ZON
A 85
206
APN
: 140
-48-
133
ANDY
'S F
ROZE
N C
UST
ARD
338
NO
RTH
BOO
NVI
LLE
AVEN
UE
SPRI
NGF
IELD
, MIS
SOU
RI 6
5806
ATTN
: AAR
ON
KIN
GPH
: (4
17) 8
81-3
500
2
SHEET NUMBER
CYPRESS PROJECT NO: 17.063
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
Regis
tered P
rofessional Engineer (Civil)53640
JEFFREY P.
HUNT
CER TIFIC A T E NO.
Date S igned .
.
ARIZONA, U.S.A.E x pir e s 0 6 / 3 0/2018
07 27 2017
1 EXISTING ASPHALT TO REMAIN.
2 EXISTING CONCRETE SIDEWALK TO REMAIN.
3 EXISTING CURB TO REMAIN.
4 EXISTING CONCRETE DRIVEWAY TO REMAIN.
5 EXISTING ELECTRICAL TRANSFORMER AND PAD TOREMAIN.
6 NEW VERTICAL CURB.
7 NEW ASPHALT PAVEMENT.
8 NEW ACCESSIBLE PARKING SPACE TO COMPLY WITHADAAG SECTION 502. 2% MAXIMUM SLOPE IN ALLDIRECTIONS.
9 NEW CURB ACCESS RAMP PER ADAAG, SECTIONS 405 AND406. 12:1 MAXIMUM LONGITUDINAL SLOPE AND 2%MAXIMUM CROSS SLOPE.
10 NEW TRASH AND RECYCLE ENCLOSURE.
11 NEW CONCRETE SIDEWALK.
12 NEW CATCH BASIN.
13 SAWCUT EXISTING ASPHALT.
14 NEW PATIO AREA WITH ALTERNATE SURFACE TREATMENTPER ARCHITECTURAL PLANS.
KEYNOTES
3
0' 20' 40'10'
SCALE: 1"=20'C.I. = 1 FOOT
N 89°05'05" E 99.84' (R)N 89°05'05" E 99.61' (M)
N 89°05'05" E 220.27' (R&M)
N 0
0°00
'00"
W 2
60.0
0' (R
)N
00°
00'0
0" W
260
.08'
(M)
SOUTHERN AVENUEGR
EEN
FIEL
D RO
AD
EXISTING 10'BUILDING SETBACK LINEEASEMENT PER BK. 643 OFMAPS, PG. 9, M.C.R.
EXISTING 1'CONTROLLED VEHICULARACCESS EASEMENT PER DOC.NO. 2003-1620144, M.C.R.
EXISTING 10'BUILDING SETBACK LINEEASEMENT PER BK. 643 OFMAPS, PG. 9, M.C.R.
EXISTING 8'PUBLIC UTILITY FACILITYEASEMENT PER BK. 643 OFMAPS, PG. 9, M.C.R.
EXISTING 15'PUBLIC UTILITY FACILITYEASEMENT PER BK. 643 OFMAPS, PG. 9, M.C.R.
EXISTING 20' WATER LINE EASEMENTPER BK. 643 OF MAPS, PG. 9, M.C.R.
EXISTING 20' WATER LINE EASEMENTPER BK. 643 OF MAPS, PG. 9, M.C.R.
EXISTING 8' WATER LINE EASEMENTPER BK. 643 OF MAPS, PG. 9, M.C.R.
1
2
2
NEW BUILDINGFFE=1290.00
N 00°00'00"W7.88' (R&M)
N 90°00'00" E27.00' (R)
N 90°00'00" E27.09' (M)
EXISTING 8' POWER DISTRIBUTIONEASEMENT PER DOC. NO. 2003-1620144, M.C.R.
EXISTING POWER DISTRIBUTION EASEMENTPER DOC. NO. 2003-1620144, M.C.R.
S 00
°54'
55" E
39.1
4' (R
)
S 89°05'05"W14.84' (R)R=21.5'
Δ=90°00'00"L=33.77'
S 00
°54'
55" E
135
.83'
(R)
S 89°05'05" W 60.62' (R)
N 0
0°54
'55"
W 6
3.50
' (R)
4
5
88.7
4P 89.09P
88.5
6P
89.0
5P
88.93P
88.8
8P88
.54P 88.49P
88.61P
89.25P
89.66TC
89.16P
88.71P
88.10P
88.52P
88.85P88.82P
88.9
5P
89.25P
89.25P
88.81P
88.96P
89.45P
89.6
9P89.6
0P
89.39P89.45P
89.37P
89.53P
89.5
8P
90.00P
89.2
2P
88.70P 88.73P
89.75C
88.85P
89.34P
89.43C
87.20C
(86.98C)
88.40P
88.6
6P
EXISTING 6"STORM DRAIN EXISTING 6"
STORM DRAIN
89.89TC89.39P
0.5%
0.8%
0.8%
89.95TC
89.45P
89.39P
89.95C
89.45P
89.17P
0.5%
3.3%
1.9%
0.5%
89.25P89.75TC
89.25P
2.3%
0.4%
G.B.
1.0%
0.8%
88.4
5P
1.5%
RIM
88.2
2P
3
1.0%
89.06P
1.5%
89.75C
88.98P
0.8%
1.1%
1.5%
G.B.
89.32C
89.90C
3.0%
1.0%
88.36C
4.0%
12881287
12871288
INV
84.5F
G
84.90C85.00C
1.0%
6
6
6
6
6
6
13
13
13
7
7
7
8 89
9
9
10
11
11
11
1111 12
N 89°05'05" E 2286.77'N 89°05'05" E 2622.48' BASIS OF BEARING
N 89°05'05" E 335.71'
N 0
0°00
'00"
W 6
5.01
'
FND BRASS CAPIN HANDHOLESOUTHEAST CORNER OFSECTION 28, T1N, R6E
FND BRASS CAPIN HANDHOLESOUTH 1/4 CORNERSECTION 28, T1N, R6E
14
3
EXTREME STORMOUTFALLELEV:1287.00
EXISTING RETENTION BASINTOTAL VOL=20,100 CFTOPELEV:1287.00BOTELEV:1284.00