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: jphunt@cypresscivil.com

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: jphunt@cypresscivil.com

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