+ All Categories
Home > Documents > June 29, 2017 Re -...

June 29, 2017 Re -...

Date post: 02-Sep-2018
Category:
Upload: buithu
View: 215 times
Download: 0 times
Share this document with a friend
9
Wincp pad building merchant design group Page 1 of 1 Mesa, AZ June 29, 2017 City of Mesa Planning & Development Department 55 N. Center St. Mesa, AZ Re: Project Narrative Site plan / Design Review Application Winco parcel pad building 1235 S. Power Rd. Mesa, AZ 85206 The property owner proposes to create and develop a 1.33-acre parcel within the existing Winco parcel with a future 6,500 sf building with drive-thru lane serving retail and small restaurant uses. The area of the new parcel is currently developed as landscaped parking with storm water retention areas. The site is equipped with existing wet and dry utility services. The building exterior has been designed to blend in with the surrounding shopping neighborhood context and will reflect modern materials and colors to include prefinished metal panels and painted stucco. Pedestrian walkways and suite entrances on the east side will be covered and accented with a series of painted metal canopies. The site scope includes improvements to modify the existing parking, landscaping, site lighting and new 12' drive-thru lane and hardscape along the building perimeter. The site has been designed to minimize impact to the existing storm water retention areas on the north and west sides of the property. The building will be connected to the existing accessible route walk which extends to the north. Tenant signage will be proposed under a separate application. We appreciate your review and consideration of this application and thank you for your assistance. If you have questions or further comments, please contact me at 480-459-6385 or at [email protected]. Regards, Merchant Design Group Andrew Merchant, Architect Principal
Transcript
Page 1: June 29, 2017 Re - Apps.Mesaaz.govapps.mesaaz.gov/meetingarchive/ArchiveDocuments/Documents/{869F… · june 29, 2017 city of mesa ... 21 21 21 26 5 2 winco floor & decor chuck e

Wincp pad building merchant design group Page 1 of 1 Mesa, AZ

June 29, 2017 City of Mesa Planning & Development Department 55 N. Center St. Mesa, AZ Re: Project Narrative Site plan / Design Review Application Winco parcel pad building 1235 S. Power Rd. Mesa, AZ 85206 The property owner proposes to create and develop a 1.33-acre parcel within the existing Winco parcel with a future 6,500 sf building with drive-thru lane serving retail and small restaurant uses. The area of the new parcel is currently developed as landscaped parking with storm water retention areas. The site is equipped with existing wet and dry utility services. The building exterior has been designed to blend in with the surrounding shopping neighborhood context and will reflect modern materials and colors to include prefinished metal panels and painted stucco. Pedestrian walkways and suite entrances on the east side will be covered and accented with a series of painted metal canopies. The site scope includes improvements to modify the existing parking, landscaping, site lighting and new 12' drive-thru lane and hardscape along the building perimeter. The site has been designed to minimize impact to the existing storm water retention areas on the north and west sides of the property. The building will be connected to the existing accessible route walk which extends to the north. Tenant signage will be proposed under a separate application. We appreciate your review and consideration of this application and thank you for your assistance. If you have questions or further comments, please contact me at 480-459-6385 or at [email protected]. Regards, Merchant Design Group

Andrew Merchant, Architect Principal

Page 2: June 29, 2017 Re - Apps.Mesaaz.govapps.mesaaz.gov/meetingarchive/ArchiveDocuments/Documents/{869F… · june 29, 2017 city of mesa ... 21 21 21 26 5 2 winco floor & decor chuck e

1 NEW ASPHALT PAVING WITH CITY STANDARD STRIPED PARKING.

NEW PAINTED ACCESSIBLE PEDESTRIAN WALK

8

9

10

3

7

NEW 6" CONCRETE CURB - SEE CIVIL DWGS.

NEW LANDSCAPE AREA - SEE LANDSCAPE DWGS.

NEW REFUSE ENCLOSURE PER CITY STANDARD.

EXISTING UTILITY BOXES TO REMAIN.

4 REMOVE EXIST. DRIVEWAY APPROACH, CURB AND APRON AND RAMPS.

6

11 OUTDOOR SEATING AREA.

12 NEW SITE LIGHT AND CONCRETE BASE - SEE ELECT. DWGS

14 NEW TRANSFORMER BY SRP - CONCRETE PAD, CONDUIT &TRENCHING BY GC.

15

16

17

NEW CONCRETE ACCESSIBLE CURB RAMP.

STRIPED ACCESSIBLE PARKING STALLS WITH ADA SIGNAGE.

EXISTING RETENTION AREA TO REMAIN - SEE CIVIL PLANS.

EXISTING UTILITY EASEMENT - SEE CIVIL DWGS..

5

13 REMOVE EXIST. SITE LIGHT AND CONCRETE BASE

NEW UTILITY METERS - SEE CIVIL DWGS.

2 EXISTING ASPHALT PAVING & PARKING.

18 GREASE INTERCEPTOR - SEE CIVIL DWGS..

19 NEW FIRE DEPT. CONNECTION AND RISER ROOM.

20 NEW 2,000 AMP ELECTRICAL SERVICE SECTION - LOCATION BY SRP

21 EXISTING CONCRETE SIDEWALK TO REMAIN.

22

24 EXISTING FIRE HYDRANT TO REMAIN.

NEW 4" CONCRETE SIDEWALK.

23 EXISTING PEDESTRIAN CROSSING TO REMAIN.

25 DRIVE THRU LANE AND WINDOW WITH OVERHEAD SHADE CANOPY

26 CMU SCREEN WALL AT DRIVE-THRU LANE - SEE LANDSCAPE DWGS..

27 BIKE RACKS PER CITY STANDARD DETAILS.

28 6" CONCRETE WHEEL STOP

29 EXISTING ADA COMPLIANT CURB RAMP

30 EXIST. CONCRETE CURB TO REMAIN - REPLACE DAMAGED CURBS

31 PROVIDE UNDERGROUND CONDUIT TO DRIVE-THRU SIGNAGE ANDMENU BOARD LOCATIONS - SEE ELECT. DWGS.

S. P

OW

ER

R

D.

RETAILPAD6,500 SF10

8'

60'

1,620 SF

1,620 SF

1,620 SF

12'

3

8

2

7

13

STOP

STOP

STOP

STOP

SES

124.3'

280'

313.7

'

PATIO

1,620 SF

6' 60' 18'4'

24'

24'

12'

400 SF

24'

EXISTINGRETENTION

EXISTINGRETENTION

STOP

14.5'53.1'

218-56-7001.33 ACRES LC ZONE

STOP

18' 24'

CITY REQUIREMENTS:

TOTAL PARKING PROVIDED: = 33 STALLS

PROJECT DATAADDRESS:

APN:

ZONE:

BUILDING USE:

LOT AREA:

OCCUPANCY GROUP:CONSTRUCTION TYPE:

1235 S. POWER RD.

218-56-700

V-B, SPRINKLERED

LC

RESTAURANT / RETAIL

10.2 ACRES (444,748 SF)

PROPOSED LOT COVERAGE: 11%

BUILDING HEIGHT: 30'-0"

TOTAL PARKING DEFICIT: = 29 STALLS

PARKING DATA

B - BUSINESS

OWNER:

PROJECT CONTACTS:

MERCHANT DESIGN GROUPARCHITECT:

588 N. JACKSON ST.GILBERT, AZ [email protected]

ATTN: ANDREW MERCHANT4065 FACTORIA SQUARE MALL SEBELLEVUE, WA 98006425-373-3507

ATTN: CURT TAYLOR

NEW BUILDING AREA: 6,500 SF

SETBACKS: FRONT - 20', SIDE - 15'

[email protected]

ALLOWABLE LOT COVERAGE: 40%

ALLOWABLE BLDG. HEIGHT: 40'-0"

PROPERTY USE: SHOPPING CENTER

RETAIL CENTER: 1,620 SF X 1:375 = 4 STALLS

PARKING PROVIDED: STANDARD STALLS =31 STALLSACCESSIBLE STALLS: = 2 STALLS

TOTAL PARKING REQUIRED: = 62 STALLS

WINCO FOODS LLC / HAMPTON CENTER AT SUPERSTITION SPRINGSSUBDIVISION:

OWNER:

PRICE LEGACY MESA LP

PROPOSED LOT AREA: 1.33 ACRES (58,190 SF)

RESTAURANT: 4,880 SF X .6 X 1:50 = 58 STALLS

PRICE LEGACY MESA LP

CO

NC

EP

T S

ITE

PL

AN

SP1.0

PROJ

ECT

NO:

DRAW

N BY

:DE

SIGN

ED B

Y:RE

VIEW

ED B

Y:

REVI

SION

DATE

NO.

TEAM

OWNE

R

PROJ

ECT

SHEE

T

ArchitectureProject Management

588 N. Jackson St.Gilbert, AZ 85233

480.459.6385

[email protected]

mdg 1

6028

ATM

ATM

05/01

0/11

FIRS

T PE

RMIT

RES

UBMI

TTAL

6/16/17

FIRS

T PE

RMIT

RES

UBMI

TTAL

TPP

211 C

ANYO

N TR

AILS

LLC

941 W

EST

ELLIO

T RD

. SUI

TE 10

CHAN

DLER

, AZ

8522

5

W

INC

O P

AD

BU

ILD

ING

1235

S. P

OWER

RD.

MESA

, AZ

8520

1

THIS

DRA

WIN

G IS

AN

INST

RUME

NTOF

SER

VICE

AND

IS T

HE S

OLE

PROP

ERTY

OF

MERC

HANT

DES

IGN

GROU

P AN

D MA

Y NO

T BE

REPR

ODUC

ED W

ITHO

UT W

RITT

ENPE

RMIS

SION

OF

THE

ARCH

ITEC

T.

06/16

/17SI

TE P

LAN

REVI

EW

ME

SA

PA

VIL

ION

SEB

11/11

/15OW

NER

REVI

SION

S11

/25/15

SITE

PLA

N / D

ESIG

N RE

VIEW

SUB

MITT

AL

KEY NOTES

PRELIMINARY SITE PLAN1" = 30'-0"

PROJECT INFORMATION

KEY PLAN

PROJECTLOCATION

E. HAMPTON AVE.

N. P

OW

ER

RD

.

MESAPAVILIONSNORTH

A

B

C

D E

A

B

C

D

E1

1

2

2

2

3

5

5

5

10

20

14

9

9

9

6

7

7

7

8

5

5

18

16

19

11

22

29

2110

2526

26

26

27

31

21

21

21

26

5

2

WINCO

FLOOR &DECOR

CHUCK ECHEESE'S

STAPLES

PADDOCKPETSMARTDOWNEAST

SHOPS

DISCOUNTTIRE

FREDDIE'S BLACKANGUS SOUPER

SALAD

ULTA

AutoCAD SHX Text
S
AutoCAD SHX Text
S
AutoCAD SHX Text
E
AutoCAD SHX Text
CATCH BASIN RIM=72.78 18"W=69.32 8"E=69.21
AutoCAD SHX Text
12"
AutoCAD SHX Text
12"
AutoCAD SHX Text
12"
AutoCAD SHX Text
8"
AutoCAD SHX Text
8"
AutoCAD SHX Text
8"
AutoCAD SHX Text
12"
AutoCAD SHX Text
18"
AutoCAD SHX Text
2"
AutoCAD SHX Text
4"
AutoCAD SHX Text
4"
AutoCAD SHX Text
4"
AutoCAD SHX Text
4"
AutoCAD SHX Text
RIM=73.01 8"N/S=64.54
AutoCAD SHX Text
RIM=78.20 8"N/E=70.37
AutoCAD SHX Text
BASIS OF BEARING
AutoCAD SHX Text
N00°00'26"W 1101.81'
AutoCAD SHX Text
696.34'
AutoCAD SHX Text
N89°59'34"E 75.00'
AutoCAD SHX Text
LOT 2 BK. 382, PG. 8, M.C.R. A.P.N. 218-56-700
AutoCAD SHX Text
LOT 23 BK. 382, PG. 8, M.C.R.
AutoCAD SHX Text
LOT 21 BK. 382, PG. 8, M.C.R.
AutoCAD SHX Text
N00°00'26"W 316.29'
AutoCAD SHX Text
N89°59'34"E 260.00'
AutoCAD SHX Text
S89°59'34"W 79.99'
AutoCAD SHX Text
CENTERLINE OF ELECTRIC ESMT 1994-827535 M.C.R. (NO WIDTH GIVEN)
AutoCAD SHX Text
8"
AutoCAD SHX Text
8"
AutoCAD SHX Text
8"W=70.68
AutoCAD SHX Text
8"
AutoCAD SHX Text
X
AutoCAD SHX Text
SS
AutoCAD SHX Text
X
AutoCAD SHX Text
C.O.
AutoCAD SHX Text
14+00
AutoCAD SHX Text
15+00
AutoCAD SHX Text
16+00
AutoCAD SHX Text
17+00
Page 3: June 29, 2017 Re - Apps.Mesaaz.govapps.mesaaz.gov/meetingarchive/ArchiveDocuments/Documents/{869F… · june 29, 2017 city of mesa ... 21 21 21 26 5 2 winco floor & decor chuck e

LOT OUTFALL

ELEV =72.59

PROP FDC

PROP

1" METER

& BFP

(LANDSCAPE)

PROP

1-1/2"

WATER

LINE

EX. CURB

TO REMAIN

PROP. 5' S/W

PROP

REFUSE

EX CB

EX SD

LINE

EX. 8"

SEWER

LINE

EX.

WATER

LINE

PROP 6"

SEWER

LINE

PROP

INTERCEPTOR

PROP 6"

FIRE LINE

EX.

FIRE

HYD

SES

S. P

OW

ER

R

D.

EX. CURB

TO REMAIN

EX. CURB

TO REMAIN

EX.

WATER

LINE

PROP 8"

SEWER

LINE

PROP

SEWER MH

EX.

FIRE

HYD

EX. BASIN

TO REMAIN

EX. BASIN

TO REMAIN

PROPO

HYD

VICINITY MAPSURVEYOR:

N

N

SCALE: 1"=

0 10' 20' 40' 60'

20'

LEGEND OF EXISTING FEATURES

G.B.

LEGEND OF PROPOSED FEATURES

BENCHMARK

BASIS OF BEARING

FLOOD ZONE

ARCHITECT

MESA PAVILIONS WINCO PAD BUILDING CONCEPTUAL DRAINAGE & UTILITY PLAN

1235 S. POWER ROAD, MESA, ARIZONA

ENGINEER:

DEVELOPER/OWNER

of

PROJ. NO:

CHECK:

CAD FILE:

SCALE:

DRAWN:

DESIGN:

DATE:

RE

VIS

IO

NS

DA

TE

06

-0

3-1

11

. R

EV

IS

IO

NS

T

O P

LA

Y F

IE

LD

&

SB

L E

ngi

nee

rin

g, L

LC

.p

h:6

02-3

26-5

848

ww

w.s

bl-

eng.

com

S

OU

TH

E

ND

H

AR

DS

CA

PE

O

F S

IT

E

06

-0

3-1

1

11

CIT

Y #

ME

SA P

AV

ILIO

NS

WIN

CO

PA

D B

UIL

DIN

G

CO

NC

EP

TU

AL

DR

AIN

AG

E &

UT

IL

IT

Y P

LA

N

1235 S

. P

OW

ER

R

OA

D, M

ES

A, A

Z

CB

CB

17-105

6/28/17

1"=20'

17105DX

JS

/UTILITY PLAN

CP1CONCEPT G&D

PARCEL & SITE ADDRESS

LEGAL DESCRIPTION

AREA:

FF=XX.XX

RETENTION STATEMENT

NOT FOR CONSTRUCTIO

N

PRELIMIN

ARY

OR RECORDIN

G

SITE

E. SOUTHERN AVE.

E. BASELINE RD.

S. P

OW

ER

R

D.

S. S

OS

SA

MA

N R

D.

US 60

AutoCAD SHX Text
SS
AutoCAD SHX Text
SS
AutoCAD SHX Text
CURB OPENING
AutoCAD SHX Text
EX WALL
AutoCAD SHX Text
EX WALL
AutoCAD SHX Text
CURB OPENING
AutoCAD SHX Text
CURB OPENING
AutoCAD SHX Text
SPILLWAY
AutoCAD SHX Text
CURB OPENING
AutoCAD SHX Text
SIDEWALK
AutoCAD SHX Text
SIDEWALK
AutoCAD SHX Text
EX SIDEWALK
AutoCAD SHX Text
EX RETENTION
AutoCAD SHX Text
EX RETENTION
AutoCAD SHX Text
EX FIBER OPTIC VAULT
AutoCAD SHX Text
ET
AutoCAD SHX Text
ET
AutoCAD SHX Text
ET
AutoCAD SHX Text
ET
AutoCAD SHX Text
ET
AutoCAD SHX Text
ET
AutoCAD SHX Text
CATCH BASIN RIM=72.78 18"W=69.32 8"E=69.21
AutoCAD SHX Text
CATCH BASIN RIM=77.85
AutoCAD SHX Text
12"
AutoCAD SHX Text
12"
AutoCAD SHX Text
12"
AutoCAD SHX Text
8"
AutoCAD SHX Text
8"
AutoCAD SHX Text
8"
AutoCAD SHX Text
8"
AutoCAD SHX Text
12"
AutoCAD SHX Text
18"
AutoCAD SHX Text
2"
AutoCAD SHX Text
4"
AutoCAD SHX Text
4"
AutoCAD SHX Text
4"
AutoCAD SHX Text
4"
AutoCAD SHX Text
RIM=73.01 8"N/S=64.54
AutoCAD SHX Text
RIM=78.20 8"N/E=70.37
AutoCAD SHX Text
CURB OPENING
AutoCAD SHX Text
BASIS OF BEARING
AutoCAD SHX Text
N00°00'26"W 1101.81'
AutoCAD SHX Text
696.34'
AutoCAD SHX Text
N89°59'34"E 75.00'
AutoCAD SHX Text
P=
AutoCAD SHX Text
77.99
AutoCAD SHX Text
P=
AutoCAD SHX Text
76.63
AutoCAD SHX Text
P=
AutoCAD SHX Text
75.53
AutoCAD SHX Text
P=
AutoCAD SHX Text
75.19
AutoCAD SHX Text
P=
AutoCAD SHX Text
74.76
AutoCAD SHX Text
P=
AutoCAD SHX Text
74.71
AutoCAD SHX Text
P=
AutoCAD SHX Text
74.20
AutoCAD SHX Text
P=
AutoCAD SHX Text
78.31
AutoCAD SHX Text
P=
AutoCAD SHX Text
77.07
AutoCAD SHX Text
P=
AutoCAD SHX Text
76.16
AutoCAD SHX Text
P=
AutoCAD SHX Text
76.08
AutoCAD SHX Text
P=
AutoCAD SHX Text
75.90
AutoCAD SHX Text
P=
AutoCAD SHX Text
76.07
AutoCAD SHX Text
P=
AutoCAD SHX Text
76.22
AutoCAD SHX Text
P=
AutoCAD SHX Text
76.44
AutoCAD SHX Text
P=
AutoCAD SHX Text
76.02
AutoCAD SHX Text
P=
AutoCAD SHX Text
75.85
AutoCAD SHX Text
P=
AutoCAD SHX Text
75.57
AutoCAD SHX Text
P=
AutoCAD SHX Text
75.53
AutoCAD SHX Text
P=
AutoCAD SHX Text
75.55
AutoCAD SHX Text
P=
AutoCAD SHX Text
75.79
AutoCAD SHX Text
P=
AutoCAD SHX Text
75.53
AutoCAD SHX Text
P=
AutoCAD SHX Text
75.27
AutoCAD SHX Text
P=
AutoCAD SHX Text
74.99
AutoCAD SHX Text
P=
AutoCAD SHX Text
74.62
AutoCAD SHX Text
P=
AutoCAD SHX Text
74.24
AutoCAD SHX Text
P=
AutoCAD SHX Text
74.60
AutoCAD SHX Text
P=
AutoCAD SHX Text
75.02
AutoCAD SHX Text
P=
AutoCAD SHX Text
75.30
AutoCAD SHX Text
P=
AutoCAD SHX Text
75.54
AutoCAD SHX Text
P=
AutoCAD SHX Text
75.15
AutoCAD SHX Text
P=
AutoCAD SHX Text
74.85
AutoCAD SHX Text
P=
AutoCAD SHX Text
74.74
AutoCAD SHX Text
P=
AutoCAD SHX Text
74.43
AutoCAD SHX Text
P=
AutoCAD SHX Text
74.12
AutoCAD SHX Text
P=
AutoCAD SHX Text
74.34
AutoCAD SHX Text
P=
AutoCAD SHX Text
74.14
AutoCAD SHX Text
P=
AutoCAD SHX Text
74.51
AutoCAD SHX Text
P=
AutoCAD SHX Text
74.24
AutoCAD SHX Text
P=
AutoCAD SHX Text
74.66
AutoCAD SHX Text
P=
AutoCAD SHX Text
73.96
AutoCAD SHX Text
P=
AutoCAD SHX Text
74.09
AutoCAD SHX Text
P=
AutoCAD SHX Text
73.98
AutoCAD SHX Text
P=
AutoCAD SHX Text
74.27
AutoCAD SHX Text
P=
AutoCAD SHX Text
74.00
AutoCAD SHX Text
P=
AutoCAD SHX Text
74.09
AutoCAD SHX Text
P=
AutoCAD SHX Text
74.07
AutoCAD SHX Text
P=
AutoCAD SHX Text
74.17
AutoCAD SHX Text
P=
AutoCAD SHX Text
74.08
AutoCAD SHX Text
P=
AutoCAD SHX Text
74.27
AutoCAD SHX Text
P=
AutoCAD SHX Text
76.49
AutoCAD SHX Text
P=
AutoCAD SHX Text
76.02
AutoCAD SHX Text
P=
AutoCAD SHX Text
75.86
AutoCAD SHX Text
P=
AutoCAD SHX Text
75.45
AutoCAD SHX Text
P=
AutoCAD SHX Text
74.91
AutoCAD SHX Text
P=
AutoCAD SHX Text
74.17
AutoCAD SHX Text
P=
AutoCAD SHX Text
73.22
AutoCAD SHX Text
P=
AutoCAD SHX Text
72.75
AutoCAD SHX Text
75.64
AutoCAD SHX Text
P=
AutoCAD SHX Text
76.23
AutoCAD SHX Text
P=
AutoCAD SHX Text
75.83
AutoCAD SHX Text
TC=
AutoCAD SHX Text
G=
AutoCAD SHX Text
78.11
AutoCAD SHX Text
77.58
AutoCAD SHX Text
TC=
AutoCAD SHX Text
G=
AutoCAD SHX Text
78.25
AutoCAD SHX Text
77.78
AutoCAD SHX Text
TC=
AutoCAD SHX Text
G=
AutoCAD SHX Text
76.91
AutoCAD SHX Text
76.32
AutoCAD SHX Text
TC=
AutoCAD SHX Text
G=
AutoCAD SHX Text
76.66
AutoCAD SHX Text
76.20
AutoCAD SHX Text
TC=
AutoCAD SHX Text
G=
AutoCAD SHX Text
76.62
AutoCAD SHX Text
76.12
AutoCAD SHX Text
TC=
AutoCAD SHX Text
G=
AutoCAD SHX Text
76.54
AutoCAD SHX Text
76.02
AutoCAD SHX Text
TC=
AutoCAD SHX Text
G=
AutoCAD SHX Text
76.27
AutoCAD SHX Text
75.84
AutoCAD SHX Text
TC=
AutoCAD SHX Text
G=
AutoCAD SHX Text
76.48
AutoCAD SHX Text
76.01
AutoCAD SHX Text
TC=
AutoCAD SHX Text
G=
AutoCAD SHX Text
76.12
AutoCAD SHX Text
75.61
AutoCAD SHX Text
TC=
AutoCAD SHX Text
G=
AutoCAD SHX Text
76.21
AutoCAD SHX Text
75.74
AutoCAD SHX Text
TC=
AutoCAD SHX Text
G=
AutoCAD SHX Text
76.16
AutoCAD SHX Text
75.67
AutoCAD SHX Text
TC=
AutoCAD SHX Text
G=
AutoCAD SHX Text
76.04
AutoCAD SHX Text
75.58
AutoCAD SHX Text
TC=
AutoCAD SHX Text
G=
AutoCAD SHX Text
75.99
AutoCAD SHX Text
75.53
AutoCAD SHX Text
TC=
AutoCAD SHX Text
G=
AutoCAD SHX Text
75.84
AutoCAD SHX Text
75.39
AutoCAD SHX Text
TC=
AutoCAD SHX Text
G=
AutoCAD SHX Text
76.00
AutoCAD SHX Text
75.52
AutoCAD SHX Text
TC=
AutoCAD SHX Text
G=
AutoCAD SHX Text
74.83
AutoCAD SHX Text
74.47
AutoCAD SHX Text
TC=
AutoCAD SHX Text
G=
AutoCAD SHX Text
73.43
AutoCAD SHX Text
72.90
AutoCAD SHX Text
TC=
AutoCAD SHX Text
G=
AutoCAD SHX Text
74.23
AutoCAD SHX Text
73.74
AutoCAD SHX Text
TC=
AutoCAD SHX Text
G=
AutoCAD SHX Text
75.31
AutoCAD SHX Text
74.88
AutoCAD SHX Text
TC=
AutoCAD SHX Text
G=
AutoCAD SHX Text
74.94
AutoCAD SHX Text
74.44
AutoCAD SHX Text
TC=
AutoCAD SHX Text
G=
AutoCAD SHX Text
74.74
AutoCAD SHX Text
74.29
AutoCAD SHX Text
TC=
AutoCAD SHX Text
G=
AutoCAD SHX Text
74.51
AutoCAD SHX Text
74.03
AutoCAD SHX Text
TC=
AutoCAD SHX Text
G=
AutoCAD SHX Text
74.43
AutoCAD SHX Text
73.97
AutoCAD SHX Text
TC=
AutoCAD SHX Text
G=
AutoCAD SHX Text
74.27
AutoCAD SHX Text
73.82
AutoCAD SHX Text
TC=
AutoCAD SHX Text
G=
AutoCAD SHX Text
74.42
AutoCAD SHX Text
73.91
AutoCAD SHX Text
TC=
AutoCAD SHX Text
G=
AutoCAD SHX Text
74.28
AutoCAD SHX Text
73.81
AutoCAD SHX Text
TC=
AutoCAD SHX Text
G=
AutoCAD SHX Text
74.48
AutoCAD SHX Text
74.03
AutoCAD SHX Text
TC=
AutoCAD SHX Text
G=
AutoCAD SHX Text
74.43
AutoCAD SHX Text
73.95
AutoCAD SHX Text
TC=
AutoCAD SHX Text
G=
AutoCAD SHX Text
74.48
AutoCAD SHX Text
74.01
AutoCAD SHX Text
TC=
AutoCAD SHX Text
G=
AutoCAD SHX Text
74.28
AutoCAD SHX Text
73.82
AutoCAD SHX Text
TC=
AutoCAD SHX Text
G=
AutoCAD SHX Text
74.47
AutoCAD SHX Text
74.03
AutoCAD SHX Text
TC=
AutoCAD SHX Text
G=
AutoCAD SHX Text
74.24
AutoCAD SHX Text
73.82
AutoCAD SHX Text
TC=
AutoCAD SHX Text
G=
AutoCAD SHX Text
74.27
AutoCAD SHX Text
73.80
AutoCAD SHX Text
TC=
AutoCAD SHX Text
G=
AutoCAD SHX Text
74.35
AutoCAD SHX Text
73.93
AutoCAD SHX Text
TC=
AutoCAD SHX Text
G=
AutoCAD SHX Text
77.03
AutoCAD SHX Text
76.56
AutoCAD SHX Text
TC=
AutoCAD SHX Text
G=
AutoCAD SHX Text
74.82
AutoCAD SHX Text
74.32
AutoCAD SHX Text
TC=
AutoCAD SHX Text
G=
AutoCAD SHX Text
75.46
AutoCAD SHX Text
74.99
AutoCAD SHX Text
TC=
AutoCAD SHX Text
G=
AutoCAD SHX Text
75.06
AutoCAD SHX Text
74.63
AutoCAD SHX Text
TC=
AutoCAD SHX Text
G=
AutoCAD SHX Text
76.08
AutoCAD SHX Text
75.66
AutoCAD SHX Text
TC=
AutoCAD SHX Text
G=
AutoCAD SHX Text
74.56
AutoCAD SHX Text
74.10
AutoCAD SHX Text
TC=
AutoCAD SHX Text
G=
AutoCAD SHX Text
74.63
AutoCAD SHX Text
74.19
AutoCAD SHX Text
TC=
AutoCAD SHX Text
G=
AutoCAD SHX Text
74.70
AutoCAD SHX Text
74.22
AutoCAD SHX Text
TC=
AutoCAD SHX Text
G=
AutoCAD SHX Text
74.65
AutoCAD SHX Text
74.19
AutoCAD SHX Text
TC=
AutoCAD SHX Text
G=
AutoCAD SHX Text
74.92
AutoCAD SHX Text
74.43
AutoCAD SHX Text
TC=
AutoCAD SHX Text
G=
AutoCAD SHX Text
75.32
AutoCAD SHX Text
74.90
AutoCAD SHX Text
TC=
AutoCAD SHX Text
G=
AutoCAD SHX Text
75.09
AutoCAD SHX Text
74.60
AutoCAD SHX Text
TC=
AutoCAD SHX Text
G=
AutoCAD SHX Text
74.76
AutoCAD SHX Text
74.29
AutoCAD SHX Text
TC=
AutoCAD SHX Text
G=
AutoCAD SHX Text
75.99
AutoCAD SHX Text
75.51
AutoCAD SHX Text
76.11
AutoCAD SHX Text
75.59
AutoCAD SHX Text
TC=
AutoCAD SHX Text
G=
AutoCAD SHX Text
73.97
AutoCAD SHX Text
73.50
AutoCAD SHX Text
TC=
AutoCAD SHX Text
G=
AutoCAD SHX Text
73.10
AutoCAD SHX Text
72.58
AutoCAD SHX Text
TC=
AutoCAD SHX Text
G=
AutoCAD SHX Text
75.74
AutoCAD SHX Text
75.30
AutoCAD SHX Text
TC=
AutoCAD SHX Text
G=
AutoCAD SHX Text
75.10
AutoCAD SHX Text
74.70
AutoCAD SHX Text
TC=
AutoCAD SHX Text
G=
AutoCAD SHX Text
72.75
AutoCAD SHX Text
72.27
AutoCAD SHX Text
TC=
AutoCAD SHX Text
G=
AutoCAD SHX Text
72.61
AutoCAD SHX Text
72.20
AutoCAD SHX Text
TC=
AutoCAD SHX Text
G=
AutoCAD SHX Text
72.69
AutoCAD SHX Text
72.28
AutoCAD SHX Text
TC=
AutoCAD SHX Text
G=
AutoCAD SHX Text
72.95
AutoCAD SHX Text
72.47
AutoCAD SHX Text
TC=
AutoCAD SHX Text
G=
AutoCAD SHX Text
73.41
AutoCAD SHX Text
72.93
AutoCAD SHX Text
TC=
AutoCAD SHX Text
G=
AutoCAD SHX Text
73.73
AutoCAD SHX Text
73.27
AutoCAD SHX Text
TC=
AutoCAD SHX Text
G=
AutoCAD SHX Text
73.85
AutoCAD SHX Text
73.29
AutoCAD SHX Text
TC=
AutoCAD SHX Text
G=
AutoCAD SHX Text
74.07
AutoCAD SHX Text
73.55
AutoCAD SHX Text
TC=
AutoCAD SHX Text
G=
AutoCAD SHX Text
74.01
AutoCAD SHX Text
73.51
AutoCAD SHX Text
TC=
AutoCAD SHX Text
G=
AutoCAD SHX Text
75.22
AutoCAD SHX Text
74.74
AutoCAD SHX Text
TC=
AutoCAD SHX Text
G=
AutoCAD SHX Text
75.63
AutoCAD SHX Text
75.12
AutoCAD SHX Text
TC=
AutoCAD SHX Text
G=
AutoCAD SHX Text
76.18
AutoCAD SHX Text
75.72
AutoCAD SHX Text
TC=
AutoCAD SHX Text
G=
AutoCAD SHX Text
77.32
AutoCAD SHX Text
76.88
AutoCAD SHX Text
TC=
AutoCAD SHX Text
G=
AutoCAD SHX Text
78.90
AutoCAD SHX Text
78.41
AutoCAD SHX Text
TC=
AutoCAD SHX Text
G=
AutoCAD SHX Text
79.05
AutoCAD SHX Text
78.53
AutoCAD SHX Text
TC=
AutoCAD SHX Text
G=
AutoCAD SHX Text
75.49
AutoCAD SHX Text
75.08
AutoCAD SHX Text
C=
AutoCAD SHX Text
74.24
AutoCAD SHX Text
C=
AutoCAD SHX Text
74.17
AutoCAD SHX Text
TC=
AutoCAD SHX Text
G=
AutoCAD SHX Text
75.25
AutoCAD SHX Text
74.74
AutoCAD SHX Text
TC=
AutoCAD SHX Text
G=
AutoCAD SHX Text
76.00
AutoCAD SHX Text
75.48
AutoCAD SHX Text
TC=
AutoCAD SHX Text
G=
AutoCAD SHX Text
77.13
AutoCAD SHX Text
76.70
AutoCAD SHX Text
TC=
AutoCAD SHX Text
G=
AutoCAD SHX Text
78.49
AutoCAD SHX Text
78.15
AutoCAD SHX Text
TC=
AutoCAD SHX Text
G=
AutoCAD SHX Text
78.13
AutoCAD SHX Text
77.68
AutoCAD SHX Text
C=
AutoCAD SHX Text
78.46
AutoCAD SHX Text
C=
AutoCAD SHX Text
78.07
AutoCAD SHX Text
C=
AutoCAD SHX Text
76.03
AutoCAD SHX Text
C=
AutoCAD SHX Text
77.19
AutoCAD SHX Text
C=
AutoCAD SHX Text
75.36
AutoCAD SHX Text
C=
AutoCAD SHX Text
75.49
AutoCAD SHX Text
C=
AutoCAD SHX Text
74.71
AutoCAD SHX Text
C=
AutoCAD SHX Text
72.37
AutoCAD SHX Text
C=
AutoCAD SHX Text
74.22
AutoCAD SHX Text
C=
AutoCAD SHX Text
73.94
AutoCAD SHX Text
C=
AutoCAD SHX Text
73.80
AutoCAD SHX Text
C=
AutoCAD SHX Text
73.38
AutoCAD SHX Text
C=
AutoCAD SHX Text
73.24
AutoCAD SHX Text
C=
AutoCAD SHX Text
72.90
AutoCAD SHX Text
C=
AutoCAD SHX Text
72.89
AutoCAD SHX Text
C=
AutoCAD SHX Text
72.59
AutoCAD SHX Text
C=
AutoCAD SHX Text
72.88
AutoCAD SHX Text
C=
AutoCAD SHX Text
78.28
AutoCAD SHX Text
TOE=
AutoCAD SHX Text
74.09
AutoCAD SHX Text
TOE=
AutoCAD SHX Text
73.81
AutoCAD SHX Text
TOE=
AutoCAD SHX Text
72.71
AutoCAD SHX Text
TOE=
AutoCAD SHX Text
73.15
AutoCAD SHX Text
TOE=
AutoCAD SHX Text
72.75
AutoCAD SHX Text
TOE=
AutoCAD SHX Text
72.32
AutoCAD SHX Text
TOE=
AutoCAD SHX Text
71.94
AutoCAD SHX Text
TOE=
AutoCAD SHX Text
71.61
AutoCAD SHX Text
TOE=
AutoCAD SHX Text
71.84
AutoCAD SHX Text
TOE=
AutoCAD SHX Text
72.08
AutoCAD SHX Text
TOE=
AutoCAD SHX Text
71.50
AutoCAD SHX Text
TOE=
AutoCAD SHX Text
71.74
AutoCAD SHX Text
TOE=
AutoCAD SHX Text
71.25
AutoCAD SHX Text
TOE=
AutoCAD SHX Text
71.44
AutoCAD SHX Text
TOE=
AutoCAD SHX Text
71.42
AutoCAD SHX Text
TOE=
AutoCAD SHX Text
71.42
AutoCAD SHX Text
TOE=
AutoCAD SHX Text
71.78
AutoCAD SHX Text
TOE=
AutoCAD SHX Text
71.86
AutoCAD SHX Text
TOE=
AutoCAD SHX Text
73.13
AutoCAD SHX Text
TOE=
AutoCAD SHX Text
73.47
AutoCAD SHX Text
TOP=
AutoCAD SHX Text
75.83
AutoCAD SHX Text
TOP=
AutoCAD SHX Text
74.48
AutoCAD SHX Text
TOP=
AutoCAD SHX Text
74.04
AutoCAD SHX Text
TOP=
AutoCAD SHX Text
74.49
AutoCAD SHX Text
TOP=
AutoCAD SHX Text
74.92
AutoCAD SHX Text
TOP=
AutoCAD SHX Text
75.52
AutoCAD SHX Text
TOP=
AutoCAD SHX Text
76.63
AutoCAD SHX Text
TOP=
AutoCAD SHX Text
74.62
AutoCAD SHX Text
TOP=
AutoCAD SHX Text
74.24
AutoCAD SHX Text
TOP=
AutoCAD SHX Text
74.13
AutoCAD SHX Text
TOE=
AutoCAD SHX Text
72.40
AutoCAD SHX Text
TOE=
AutoCAD SHX Text
73.08
AutoCAD SHX Text
TOP=
AutoCAD SHX Text
74.13
AutoCAD SHX Text
TOE=
AutoCAD SHX Text
72.43
AutoCAD SHX Text
TOP=
AutoCAD SHX Text
74.56
AutoCAD SHX Text
LOT 2 BK. 382, PG. 8, M.C.R. A.P.N. 218-56-700
AutoCAD SHX Text
N00°00'26"W 316.29'
AutoCAD SHX Text
N89°59'34"E 260.00'
AutoCAD SHX Text
S89°59'34"W 79.99'
AutoCAD SHX Text
CENTERLINE OF ELECTRIC ESMT 1994-827535 M.C.R. (NO WIDTH GIVEN)
AutoCAD SHX Text
8"
AutoCAD SHX Text
8"
AutoCAD SHX Text
EX WOOD POLE
AutoCAD SHX Text
TC=
AutoCAD SHX Text
G=
AutoCAD SHX Text
78.77
AutoCAD SHX Text
78.32
AutoCAD SHX Text
TC=
AutoCAD SHX Text
G=
AutoCAD SHX Text
76.62
AutoCAD SHX Text
76.18
AutoCAD SHX Text
END OF SANITARY BLUE STAKE
AutoCAD SHX Text
8"W=70.68
AutoCAD SHX Text
EX VALVE
AutoCAD SHX Text
END OF WATER BLUE STAKE
AutoCAD SHX Text
8"
AutoCAD SHX Text
C=
AutoCAD SHX Text
73.19
AutoCAD SHX Text
C=
AutoCAD SHX Text
73.05
AutoCAD SHX Text
C=
AutoCAD SHX Text
72.70
AutoCAD SHX Text
C=
AutoCAD SHX Text
72.10
AutoCAD SHX Text
C=
AutoCAD SHX Text
71.95
AutoCAD SHX Text
18"
AutoCAD SHX Text
SS
AutoCAD SHX Text
4:1
AutoCAD SHX Text
MAX
AutoCAD SHX Text
Vp=2655 SQFT
AutoCAD SHX Text
HWE=74.50 BTM=71.50 Vr= SQFT Vp=6632 SQFT
AutoCAD SHX Text
4:1
AutoCAD SHX Text
MAX
AutoCAD SHX Text
4:1
AutoCAD SHX Text
MAX
AutoCAD SHX Text
74.50
AutoCAD SHX Text
73.50
AutoCAD SHX Text
72.50
AutoCAD SHX Text
71.50
AutoCAD SHX Text
1373.50
AutoCAD SHX Text
1373.50
AutoCAD SHX Text
1372.50
AutoCAD SHX Text
1373.50
AutoCAD SHX Text
1372.50
AutoCAD SHX Text
1373.50
AutoCAD SHX Text
1374.50
AutoCAD SHX Text
1371.50
AutoCAD SHX Text
1372.50
AutoCAD SHX Text
1373.50
AutoCAD SHX Text
1371.50
AutoCAD SHX Text
1372.50
AutoCAD SHX Text
1373.50
AutoCAD SHX Text
1372.50
AutoCAD SHX Text
1373.50
AutoCAD SHX Text
1373.50
AutoCAD SHX Text
1374.50
AutoCAD SHX Text
1373.50
AutoCAD SHX Text
1372.50
AutoCAD SHX Text
1374.50
AutoCAD SHX Text
1376.50
AutoCAD SHX Text
1373.50
AutoCAD SHX Text
1374.50
AutoCAD SHX Text
1372.50
AutoCAD SHX Text
1373.50
AutoCAD SHX Text
1374.50
AutoCAD SHX Text
HWE=74.50 BTM=71.50
AutoCAD SHX Text
C.O.
AutoCAD SHX Text
C.O.
AutoCAD SHX Text
CURB OPENING
AutoCAD SHX Text
CURB OPENING
AutoCAD SHX Text
CURB OPENING
AutoCAD SHX Text
SEC. 31 T1N R7E
AutoCAD SHX Text
C.O.M. LOG NO. PLN2015-00014
AutoCAD SHX Text
LSRS LAND SURVEY 2231 W. CALLE DEL SOL PHOENIX, AZ 85085 PH: (480) 650-4006 FX: (480) 718-7668 CONTACT: JAY VANLANDSCHOOT
AutoCAD SHX Text
GRADE BREAK
AutoCAD SHX Text
DRAINAGE FLOW
AutoCAD SHX Text
SBL ENGINEERING, LLC. 1957 E. SUNBURST LANE, TEMPE, AZ 85284 PH: (602) 326-5848 FX: (480) 619-6334 CONTACT: CRAIG BAKER
AutoCAD SHX Text
44734
AutoCAD SHX Text
R
AutoCAD SHX Text
e
AutoCAD SHX Text
g
AutoCAD SHX Text
i
AutoCAD SHX Text
s
AutoCAD SHX Text
t
AutoCAD SHX Text
e
AutoCAD SHX Text
r
AutoCAD SHX Text
e
AutoCAD SHX Text
d
AutoCAD SHX Text
P
AutoCAD SHX Text
r
AutoCAD SHX Text
o
AutoCAD SHX Text
f
AutoCAD SHX Text
e
AutoCAD SHX Text
s
AutoCAD SHX Text
s
AutoCAD SHX Text
i
AutoCAD SHX Text
o
AutoCAD SHX Text
n
AutoCAD SHX Text
a
AutoCAD SHX Text
l
AutoCAD SHX Text
E
AutoCAD SHX Text
n
AutoCAD SHX Text
g
AutoCAD SHX Text
i
AutoCAD SHX Text
n
AutoCAD SHX Text
e
AutoCAD SHX Text
e
AutoCAD SHX Text
r
AutoCAD SHX Text
(
AutoCAD SHX Text
C
AutoCAD SHX Text
i
AutoCAD SHX Text
v
AutoCAD SHX Text
i
AutoCAD SHX Text
l
AutoCAD SHX Text
)
AutoCAD SHX Text
.
AutoCAD SHX Text
A
AutoCAD SHX Text
.
AutoCAD SHX Text
S
AutoCAD SHX Text
.
AutoCAD SHX Text
U
AutoCAD SHX Text
A
AutoCAD SHX Text
N
AutoCAD SHX Text
O
AutoCAD SHX Text
Z
AutoCAD SHX Text
I
AutoCAD SHX Text
R
AutoCAD SHX Text
A
AutoCAD SHX Text
C
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
T
AutoCAD SHX Text
I
AutoCAD SHX Text
F
AutoCAD SHX Text
I
AutoCAD SHX Text
C
AutoCAD SHX Text
A
AutoCAD SHX Text
T
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
O
AutoCAD SHX Text
.
AutoCAD SHX Text
d
AutoCAD SHX Text
e
AutoCAD SHX Text
n
AutoCAD SHX Text
g
AutoCAD SHX Text
i
AutoCAD SHX Text
S
AutoCAD SHX Text
e
AutoCAD SHX Text
t
AutoCAD SHX Text
a
AutoCAD SHX Text
D
AutoCAD SHX Text
JENNIFER J.
AutoCAD SHX Text
SMITH
AutoCAD SHX Text
APN: 218-56-700 (TO BE RE-PLATTED) SITE ADDRESS 1235 S. POWER ROAD, MESA, ARIZONA 85209 ZONING: THIS SITE IS CURRENTLY ZONED AS LC
AutoCAD SHX Text
FINISH FLOOR
AutoCAD SHX Text
THIS SITE WILL RESPECT THE CURRENT DESIGN CONDITIONS. NO OFF-SITE FLOWS IMPACT THIS SITE.
AutoCAD SHX Text
FDC
AutoCAD SHX Text
DEVICE
AutoCAD SHX Text
WATER VALVE
AutoCAD SHX Text
FIRE HYDRANT
AutoCAD SHX Text
WATER METER
AutoCAD SHX Text
BACKFLOW PREVENTION
AutoCAD SHX Text
LOT OUTFALL
AutoCAD SHX Text
C.O.
AutoCAD SHX Text
SEWER CLEANOUT
AutoCAD SHX Text
SUBJECT PROPERTY CONTAINS 58,004 SQUARE FEET OR 1.33 ACRES.58,004 SQUARE FEET OR 1.33 ACRES.QUARE FEET OR 1.33 ACRES.1.33 ACRES..
AutoCAD SHX Text
ACCORDING TO THE FLOOD INSURANCE RATE MAP #04013C2295L, DATED OCTOBER 16, 2013, THIS PROPERTY IS LOCATED IN FLOOD ZONE "X": AREAS OF 0.2% ANNUAL CHANCE FLOOD; AREAS OF 1% ANNUAL CHANCE FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 1% ANNUAL CHANCE FLOOD.
AutoCAD SHX Text
N.T.S.
AutoCAD SHX Text
PRICE LEGACY MESA LP 1621-B S. MELROSE DR. VISTA, CA 92081 PH: (760) 598-2007 CONTACT: ANDREW GRACEY
AutoCAD SHX Text
MERCHANT DESIGN GROUP 588 N. JACKSON STREET GILBERT, AZ 85233 PH: (480) 459-6385 CONTACT: ANDREW MERCAHNT
AutoCAD SHX Text
SS
AutoCAD SHX Text
FIRE HYDRANT
AutoCAD SHX Text
WATER METER
AutoCAD SHX Text
WATER VALVE
AutoCAD SHX Text
SANITARY SEWER MANHOLE
AutoCAD SHX Text
LIGHT POLE
AutoCAD SHX Text
SIGN
AutoCAD SHX Text
GROUND ELEVATION
AutoCAD SHX Text
PAVEMENT ELEVATION
AutoCAD SHX Text
TOP OF CURB & GUTTER ELEVATION
AutoCAD SHX Text
CONCRETE ELEVATION
AutoCAD SHX Text
BOTTOM OF SLOPE ELEVATION
AutoCAD SHX Text
TOP OF SLOPE ELEVATION
AutoCAD SHX Text
RIGHT-OF-WAY
AutoCAD SHX Text
R/W
AutoCAD SHX Text
EASEMENT
AutoCAD SHX Text
ESMT
AutoCAD SHX Text
DOCKET
AutoCAD SHX Text
DKT.
AutoCAD SHX Text
BOOK
AutoCAD SHX Text
BK.
AutoCAD SHX Text
PAGE
AutoCAD SHX Text
PG.
AutoCAD SHX Text
MARICOPA COUNTY RECORDER
AutoCAD SHX Text
M.C.R.
AutoCAD SHX Text
SANITARY SEWER LINE
AutoCAD SHX Text
WATER LINE
AutoCAD SHX Text
TREE
AutoCAD SHX Text
STORM DRAIN LINE
AutoCAD SHX Text
S
AutoCAD SHX Text
W
AutoCAD SHX Text
ELECTRIC LINE
AutoCAD SHX Text
E
AutoCAD SHX Text
GAS LINE
AutoCAD SHX Text
ET
AutoCAD SHX Text
ELECTRIC TRANSFORMER
AutoCAD SHX Text
ELECTRIC METER
AutoCAD SHX Text
IRRIGATION CONTROL VALVE
AutoCAD SHX Text
PALM TREE
AutoCAD SHX Text
SD
AutoCAD SHX Text
G
AutoCAD SHX Text
NG=
AutoCAD SHX Text
00.00
AutoCAD SHX Text
P=
AutoCAD SHX Text
00.00
AutoCAD SHX Text
TC=
AutoCAD SHX Text
G=
AutoCAD SHX Text
00.00
AutoCAD SHX Text
00.00
AutoCAD SHX Text
C=
AutoCAD SHX Text
00.00
AutoCAD SHX Text
TOE=
AutoCAD SHX Text
00.00
AutoCAD SHX Text
TOP=
AutoCAD SHX Text
00.00
AutoCAD SHX Text
FOUND BRASS CAP IN HANDHOLE
AutoCAD SHX Text
DRAINAGE EASEMENT
AutoCAD SHX Text
D.E.
AutoCAD SHX Text
CONTROLLED VEHICULAR ACCESS EASEMENT
AutoCAD SHX Text
C.V.A.E.
AutoCAD SHX Text
BUILDING SETBACK LINE
AutoCAD SHX Text
B.S.L.
AutoCAD SHX Text
PUBLIC UTILITY & FACILITIES EASEMENT
AutoCAD SHX Text
P.U.F.E.
AutoCAD SHX Text
POWER POLE
AutoCAD SHX Text
ASSESSOR PARCEL NUMBER
AutoCAD SHX Text
A.P.N.
AutoCAD SHX Text
TELEPHONE LINE
AutoCAD SHX Text
T
AutoCAD SHX Text
LOT 2, OF THE REPLAT OF HAMPTON CENTER AT SUPERSTITION SPRINGS, ACCORDING TO THE PLAT OF RECORD IN THE OFFICE OF THE COUNTY RECORDER OF MARICOPA COUNTY, ARIZONA, RECORDED IN BOOK 382 OF MAPS, PAGE 8.
AutoCAD SHX Text
POWER ROAD AND US 60 BRASS TAG T.C. N.E. CORNER FREEWAY OFFRAMP ELEVATION=1371.80 NAVD88 (CITY OF MESA DATA)
AutoCAD SHX Text
BEARINGS ARE BASED ON THE MONUMENT LINE OF POWER ROAD, WHICH BEARS N00°00'26"W AS SHOWN ON REPLAT OF HAMPTON CENTER AT SUPERSTITION SPRINGS, RECORDED IN BOOK 382 OF MAPS, PAGE 8, M.C.R.
Page 4: June 29, 2017 Re - Apps.Mesaaz.govapps.mesaaz.gov/meetingarchive/ArchiveDocuments/Documents/{869F… · june 29, 2017 city of mesa ... 21 21 21 26 5 2 winco floor & decor chuck e
Page 5: June 29, 2017 Re - Apps.Mesaaz.govapps.mesaaz.gov/meetingarchive/ArchiveDocuments/Documents/{869F… · june 29, 2017 city of mesa ... 21 21 21 26 5 2 winco floor & decor chuck e

1 2 3 4 5

A

B

C

108'-0"27'-8" 27'-0" 27'-0" 26'-4"

12"2'-0"

SUITE 104

RISER-

1,620 SF

SUITE 103

1,620 SF

SUITE 102

1,620 SF

SUITE 101

1,620 SF

22'-4

"19

'-4"

18'-4

"30

'-0"

60'-0

"30

'-0"

30'-0

"60

'-0"

30'-0

"2'-

0"

21'-0"108'-0"

9'-0" 4'-0" 23'-0" 4'-0" 23'-0" 4'-0" 21'-0" 4'-0"

5'-0"

1

4" CONCRETE SIDEWALK OVER 4" COMPACTED AB. PROVIDE TOOLEDJOINTS.

6

7

8

2

5

3

4

PAINTED STUCCO OVER WOOD FRAMED PILASTER

ALUM. STOREFRONT SYSTEM W/ 1" INSULATED GLAZING. MEDIUMBRONZE ANODIZED FINISH.PAINTED HOLLOW METAL DOOR & FRAME.

9

10

4" CONC. SLAB OVER 4" COMPACTED AB

11

12

BIKE RACKS PER CITY OF PHOENIX STANDARD DETAILS

6" CONCRETE CURB PER CITY OF PHOENIX STANDARD DETAILS - SEECIVIL DWGS.

ROOF DRAIN AND OVERFLOW 'COWS TONGUE' DOWNSPOUT.

FIRE DEPARTMENT CONNECTION & RISER- SEE CIVIL DWGS.

8" SPLIT FACED CMU SCREEN WALL TO 42" ABOVE ADJACENT GRADE.PROVIDE SMOOTH, RADIUSED CONCRETE CAP.

SLIDING DRIVE-THRU WINDOW - SEE WINDOW SCHEDULE.

6" CONC. FILLED PIPE BOLLARD - PAINT TO MATCH BUILDING.

FIRE DEPT. 'KNOX BOX' PER CITY OF PHOENIX REQUIREMENTS.

13 ELECTRICAL SERVICE SECTION - SEE ELECT. DWGS.

14

15

16

17

8" SMOOTH FACE CMU WALL - NO FINISH18

EDGE OF CONCRETE FLOOR SLAB

19

ROOF ACCESS HATCH AND METAL LADDER.20

'HOUSE' ELECTRICAL PANEL - SEE ELECT DWGS.21

22

TUBE STEEL COLUMN - SEE STRUCT. DWGS.23

24" X 24" ISOLATED CONCRETE SLAB POUR BACK AT COLUMN.24

SLOPE CONCRETE FLOOR TO FLOOR DRAIN - SEE PLUMBING DWGS.25

STONE VENEER FASCIA OVER SUBSTRATE.26

ELECTRICAL CONDUIT STUB FOR FUTURE SUB PANEL - SEE ELECTDWGS.

27

PAINTED METAL CANOPY ABOVE.

FLUSH CURB W/ WHEEL STOPS - SEE CIVIL DWGS.

PAINTED STUCCO SYSTEM OVER SUBSTRATE.

KOVACH METAL PANEL SYSTEM SECURED TO SUBSTRATE. SEEELEVATIONS FOR COLORS AND PANEL TYPE.

FL

OO

R P

LA

N

SP2.0

PROJ

ECT

NO:

DRAW

N BY

:DE

SIGN

ED B

Y:RE

VIEW

ED B

Y:

REVI

SION

DATE

NO.

TEAM

OWNE

R

PROJ

ECT

SHEE

T

ArchitectureProject Management

588 N. Jackson St.Gilbert, AZ 85233

480.459.6385

[email protected]

mdg 1

6028

ATM

ATM

05/01

0/11

FIRS

T PE

RMIT

RES

UBMI

TTAL

6/9/17

FIRS

T PE

RMIT

RES

UBMI

TTAL

TPP

211 C

ANYO

N TR

AILS

LLC

941 W

EST

ELLIO

T RD

. SUI

TE 10

CHAN

DLER

, AZ

8522

5

W

INC

O P

AD

BU

ILD

ING

1235

S. P

OWER

RD.

MESA

, AZ

8520

1

THIS

DRA

WIN

G IS

AN

INST

RUME

NTOF

SER

VICE

AND

IS T

HE S

OLE

PROP

ERTY

OF

MERC

HANT

DES

IGN

GROU

P AN

D MA

Y NO

T BE

REPR

ODUC

ED W

ITHO

UT W

RITT

ENPE

RMIS

SION

OF

THE

ARCH

ITEC

T.

06/09

/17SI

TE P

LAN

REVI

EW

ME

SA

PA

VIL

ION

SEB

11/11

/15OW

NER

REVI

SION

S11

/25/15

SITE

PLA

N / D

ESIG

N RE

VIEW

SUB

MITT

AL

FLOOR PLAN1/8" = 1'-0"

KEY NOTES

7 7

15 15

9 9 9 9

9 9

9

9

21

20

5

5

22

1010

16

37 38 8

8

3

3

33 3 8

8

3

8

9

Page 6: June 29, 2017 Re - Apps.Mesaaz.govapps.mesaaz.gov/meetingarchive/ArchiveDocuments/Documents/{869F… · june 29, 2017 city of mesa ... 21 21 21 26 5 2 winco floor & decor chuck e

30'-0" PARAPET

12'-0" STOREFRONT

PARAPET29'-0"

mochaZERO

shoes mel's

24'-0" AWNING

20'-8" AWNING

12'-0" STOREFRONT

18'-9" ROOF

24'-0" PARAPET

T.O. PANELS27'-0"

321 4 5

1

24 GA. METAL COPING - PAINT TO MATCH ADJACENT STUCCO PANEL.

ROOF DRAIN AND OVERFLOW TO 'COWS TONGUE' DOWNSPOUT ATWALL FACE.

2

14 RECESSED CAN LIGHT FIXTURE - SEE ELECTRICAL DWGS.

12 PROVIDE POWER FOR BACK LIT ILLUMINATED BOX SIGN - UNDERSEPARATE PERMIT. SEE ELECT. DWGS.

3

4

5

6

7 ALUM. STOREFRONT SYSTEM W/ 1" INSULATED GLAZING. CLEARANODIZED FINISH.

8

8" SMOOTH FACED CMU WALL WITH PAINTED STUCCO FINISH ANDPERFORATED MTL. 'J' CASING BEAD.

9 EXTEND FOAM ROOF COATING FULL HEIGHT OF PARAPET WALL.

10 1" FOAM ROOF (R-10 MIN.) OVER PLYWD. DECKING ON WOOD JOISTS.INSTALL R-30 BATT INSULATION TO BOTTOM OF DECK.

13 SURFACE MOUNTED LIGHT FIXTURE - SEE ELECTRICAL DWGS.

15

2" CONTINUOUS SOFFIT VENT.11

STUCCO FINISH WITH PERFORATED MTL. 'J' CASING BEAD OVER EXT.GYP. SHEATHING ON WOOD FRAMING.

6" CONCRETE CURB W/ 1" CHAMFERED EDGES AND 4" DOWELS INTOCONC. SLAB

16

4" CONCRETE SIDEWALK OVER 4" COMPACTED AB. PROVIDE TOOLEDJOINTS W/ FILLER AND MEDIUM BROOM FINISH.

17

4" CONC. SLAB OVER 4" COMPACTED AB18

STEEL BEAM - SEE STRUCT. DWGS.19

CONCRETE FOOTING - SEE STRUCT. DWGS.20

21 ROOF ACCESS HATCH AND 'LADDER UP' SAFETY POST.

ASPHALT PAVING OVER COMPACTED A.B.- SEE CIVIL PLANS.

PAINTED MTL. CANOPY W/ PERFORATED MTL. DECKING .

KOVACH METAL PANEL SYSTEM SECURED TO SUBSTRATE. SEEELEVATIONS FOR COLORS AND PANEL TYPE.

22 SLIDING DRIVE-THRU WINDOW - SEE WINDOW SCHEDULE.

23 SURFACE MOUNTED DECORATIVE LIGHT FIXTURE

24 FUTURE ROOFTOP HVAC UNIT - PROVIDE STRUCTURAL BRACING ATFUTURE OPENINGS. SEE STRUCT. DWGS.

25 BIKE RACK - SEE SITE PLAN & DETAILS.

26

27

FIRE DEPARTMENT CONNECTION & RISER- SEE CIVIL DWGS.

FIRE DEPT. 'KNOX BOX' PER CITY OF PHOENIX REQUIREMENTS.

NOT USED.

1

4

5

3

KOVACH ALUMINUM COMPOSITE PANEL WITH CONCEALEDFASTENERS, 'CLASSIC COPPER' FINISH.

KOVACH RMP7236 RIB PANEL , 'CHARCOAL' FINISH.

KOVACH ALUMINUM COMPOSITE PANEL WITH CONCEALEDFASTENERS, 'PURE WHITE' FINISH.KOVACH K-WALL METAL PANEL WITH CONCEALED FASTENERS,'BROWN COPPER' FINISH.

6 KOVACH K-WALL METAL PANEL WITH CONCEALED FASTENERS,'SILVER METALLIC' FINISH.

8 PAINTED STUCCO W/ SAND TEXTURE FINISH. PAINT SHERWINWILLIAMS #7674 'PEPPERCORN'

9 PAINTED STUCCO W/ SAND TEXTURE FINISH. PAINT SHERWINWILLIAMS #6122 'CAMELBACK'

KOVACH PERFORATED METAL PANEL RMP7236 WITH 40%, 38"STAGGERED SPACING , 'CHARCOAL' FINISH.

7

10 PAINTED STUCCO W/ SAND TEXTURE FINISH. PAINT SHERWINWILLIAMS #9163 'TIN LIZZIE'

2 KOVACH ALUMINUM COMPOSITE PANEL WITH CONCEALEDFASTENERS, 'CHARCOAL' FINISH.

11 PAINTED METAL AWNING. SHERWIN WILLIAMS #7005 'PURE WHITE'

12 PAINTED METAL AWNING. SHERWIN WILLIAMS #7674 'PEPPERCORN'

29'-0" PARAPET

12'-0" STOREFRONT

PARAPET29'-0"

mocha

mel'sshoesZERO

12'-0" STOREFRONT

24'-0" AWNING

20'-8" AWNING

24'-0" PARAPET

26'-0" PARAPET

PARAPET30'-0"

17'-4" T.O. DECK

17'-4" T.O. DECK

T.O. PANELS27'-0"

345 2 1

PARAPET29'-0"

AWNING20'-8"

12'-0" STOREFRONT

24'-0" AWNING

30'-0" PARAPET

12'-0" STOREFRONT

ZERO17'-4"

T.O. DECK

18'-9" T.O. DECK

22'-8" PARAPET

ABC

T.O. PANELS27'-0"

PARAPET29'-0"

mochaAWNING

20'-8"

12'-0" STOREFRONT

20'-8" AWNING

30'-0" PARAPET

24'-0" AWNING

12'-0" AWNING

22'-8" PARAPET

T.O. PANELS27'-0"

18'-9" T.O. DECK 17'-4"

T.O. DECK

CBA

CO

NC

EP

T E

LE

VA

TIO

NS

SP3.0

PROJ

ECT

NO:

DRAW

N BY

:DE

SIGN

ED B

Y:RE

VIEW

ED B

Y:

REVI

SION

DATE

NO.

TEAM

OWNE

R

PROJ

ECT

SHEE

T

ArchitectureProject Management

588 N. Jackson St.Gilbert, AZ 85233

480.459.6385

[email protected]

mdg 1

6028

ATM

ATM

05/01

0/11

FIRS

T PE

RMIT

RES

UBMI

TTAL

6/9/17

FIRS

T PE

RMIT

RES

UBMI

TTAL

TPP

211 C

ANYO

N TR

AILS

LLC

941 W

EST

ELLIO

T RD

. SUI

TE 10

CHAN

DLER

, AZ

8522

5

W

INC

O P

AD

BU

ILD

ING

1235

S. P

OWER

RD.

MESA

, AZ

8520

1

THIS

DRA

WIN

G IS

AN

INST

RUME

NTOF

SER

VICE

AND

IS T

HE S

OLE

PROP

ERTY

OF

MERC

HANT

DES

IGN

GROU

P AN

D MA

Y NO

T BE

REPR

ODUC

ED W

ITHO

UT W

RITT

ENPE

RMIS

SION

OF

THE

ARCH

ITEC

T.

06/09

/17SI

TE P

LAN

REVI

EW

ME

SA

PA

VIL

ION

SEB

11/11

/15OW

NER

REVI

SION

S11

/25/15

SITE

PLA

N / D

ESIG

N RE

VIEW

SUB

MITT

AL

EAST ELEVATION1/8" = 1'-0"1

NORTH ELEVATION1/8" = 1'-0"3

ELEVATION NOTES

WEST ELEVATION1/8" = 1'-0"2

SOUTH ELEVATION1/8" = 1'-0"4

MATERIALS & COLORS:

55

118

7

2525

4515

25

128

7

24 12

15 23

35 35 4524

103

103242 293

2323

5555

26

1224

25 45

15

15

128

7

25

103

35 24293

9315 15 15

23 2378

35103

65

7

45

103

103

78

78

55

45

118

7

103

23

118 118

10327

3593

118

25

1525

15

45

7

128

24

25

1525

103

45

7

128

65

45 3593

93

103

25

78

23 23

22

Page 7: June 29, 2017 Re - Apps.Mesaaz.govapps.mesaaz.gov/meetingarchive/ArchiveDocuments/Documents/{869F… · june 29, 2017 city of mesa ... 21 21 21 26 5 2 winco floor & decor chuck e
Drew
Rectangle
Drew
Typewritten Text
SP4.0
Page 8: June 29, 2017 Re - Apps.Mesaaz.govapps.mesaaz.gov/meetingarchive/ArchiveDocuments/Documents/{869F… · june 29, 2017 city of mesa ... 21 21 21 26 5 2 winco floor & decor chuck e

CO

NC

EP

T R

EN

DE

RIN

GS

SP5.0

PROJ

ECT

NO:

DRAW

N BY

:DE

SIGN

ED B

Y:RE

VIEW

ED B

Y:

REVI

SION

DATE

NO.

TEAM

OWNE

R

PROJ

ECT

SHEE

T

ArchitectureProject Management

588 N. Jackson St.Gilbert, AZ 85233

480.459.6385

[email protected]

mdg 1

6028

ATM

ATM

05/01

0/11

FIRS

T PE

RMIT

RES

UBMI

TTAL

6/9/17

FIRS

T PE

RMIT

RES

UBMI

TTAL

TPP

211 C

ANYO

N TR

AILS

LLC

941 W

EST

ELLIO

T RD

. SUI

TE 10

CHAN

DLER

, AZ

8522

5

W

INC

O P

AD

BU

ILD

ING

1235

S. P

OWER

RD.

MESA

, AZ

8520

1

THIS

DRA

WIN

G IS

AN

INST

RUME

NTOF

SER

VICE

AND

IS T

HE S

OLE

PROP

ERTY

OF

MERC

HANT

DES

IGN

GROU

P AN

D MA

Y NO

T BE

REPR

ODUC

ED W

ITHO

UT W

RITT

ENPE

RMIS

SION

OF

THE

ARCH

ITEC

T.

06/09

/17SI

TE P

LAN

REVI

EW

ME

SA

PA

VIL

ION

SEB

11/11

/15OW

NER

REVI

SION

S11

/25/15

SITE

PLA

N / D

ESIG

N RE

VIEW

SUB

MITT

AL

VIEW LOOKING NORTHWEST

VIEW LOOKING SOUTHEAST

Drew
Rectangle
Page 9: June 29, 2017 Re - Apps.Mesaaz.govapps.mesaaz.gov/meetingarchive/ArchiveDocuments/Documents/{869F… · june 29, 2017 city of mesa ... 21 21 21 26 5 2 winco floor & decor chuck e

Recommended