OWNERSHIP OF DESIGN, INSTRUMENTS OF SERVICE - All plans, designs notes and reports shown on this drawing are the property of Archicon Architecture and Interiors, L.C. who shall retain all conmon law, statutory and reserved rights. Any use or reproduction of this design concept or drawing(s) without compensation and the expressed written permission of Archicon Architecture and Interiors, L.C. is prohibited.
5055 E. Washington St., Ste. 200Phoenix, Arizona 85034Phone: (602) 222-4266
www.archicon.com
Architecture & Interiors, L.C.ARCHICON
OCOTILLO CROSSING CARWASH & RETAIL DEVELOPMENTSWC ARIZONA AVE & CHANDLER HEIGHTS RD.VIEW FROM NORTHEAST06/07/18
Accelerating success.
*conceptual rendering
Colliers International2390 E Camelback Road
Suite 100 Phoenix, AZ 85016
P: +1 602 222 5000F: +1 602 222 5001
www.colliers.com/greaterphoenix
Paul HollandVice President
+1 602 222 [email protected]
New Development Shop Space
S, SWC Arizona Ave & Chandler Heights Blvd Property Highlights
› 39,294 VPD at intersection
› 7,163 SF proposed retail building alongside AM/PM and new self-service car wash
› Suites available from 1,200 SF to 2,300 SF
› Located just West of a 220-unit Class-A Multi-Family Development
› Major employers in the area: Intel (11,000 employees), Wells Fargo (5,000 employees),
Bank of America (3,700 employees), Chandler Regional Medical Center (2,100 employees)
Join:
For Lease:OCOTILLO CROSSING
Accelerating success.
This document has been prepared by Colliers International for advertising and general information only. Colliers International makes no guarantees, representations or warranties of any kind, expressed or implied, regarding the information including, but not limited to, warranties of content, accuracy and reliability. Any interested party should undertake their own inquiries as to the accuracy of the information. Colliers International excludes unequivocally all inferred or implied terms, conditions and warranties arising out of this document and excludes all liability for loss and damages arising there from. This publication is the copyrighted property of Colliers International and/or its licensor(s). ©2018. All rights reserved.
Contact:
Chandler Heights Blvd
AREA DEMOGRAPHICS | 3-MILE RADIUS
O c o t i l l o C r o s s i n g
Ariz
ona
Ave
±13,594 VPD
±25,
700
VPD
Average Household Income (2017)
$111,352
Projected Population (2022)
88,063
Number ofHouseholds (2017)
29,043
Current Population (2017)
76,238
Average HouseholdSize (2017)
2.6
Projected HouseholdIncome (2022)
$129,550
Paul HollandVice President+1 602 222 [email protected]
ARIZ
ONA
AVE
NUE
CHANDLER HEIGHTS ROAD
50'-0"BUILDING LINE
20'-0"L/S SETBACK
20'-0
"
L/S
SETB
ACK
50'-0
"
BUIL
DING
LIN
E
50'-0
"
L/S
SETB
ACK
BUIL
DING
LIN
E
LOT
1PA
DLO
T 2
PAD
PAD
(PO
ST O
FFIC
E)
PAD(RESIDENTIAL)
EX.8'-0"P.U.E.
8'-0"
P.U.
E
EXIS
TING
FUE
L CA
NOPY
5,61
1 S.
F
8'-0"P.U.E.
8'-0"ELEC.
EASEMENT
25'-0
"
20'-0"
11'-0"
19'-0"24'-0"38'-0"24'-0"19'-0"20'-0"
9'-0"
EXIS
TING
DRIV
EEX
ISTI
NGDR
IVE
EXIS
TING
DRIV
E
EXIS
TING
DRIV
E
19'-0
"12
'-0"
65'-0"R.O.W.
14'-0
"
13'-10"
18'-8
"10
'-0"
10'-6
"
23'-6"
CAR
WAS
HSA
ND F
ILTE
R
TRAN
SFO
RMER
BACK
FLO
WPR
EVEN
TER
10'-0"
12'-0
"
21'-7"
19'-8" 6'-0"
20'-0
"
30'-0
"
R21'-8" R21'-31
2"
8'-0"
16'-6
"30
'-0"
16'-6
"
2'-7"
2'-0"
9'-0"
2'-6"
R55'-0"
R35'-0"
28'-0
"
RETE
NTIO
N BA
SIN
EXIS
TING
SIDE
WAL
KNE
WM
ONU
MEN
TSI
GN
NEW
SIT
E W
ALL
MAT
CH E
XIST
ING
ARC
O
NEW
LAR
GE
TREE
STO
SHE
ILD
CAR
WAS
H O
PENI
NG
EXIS
TING
LAN
DSCA
PE
EXIS
TING
LAN
DSCA
PE
EXIS
TING
LAN
DSCA
PE
EXIS
TING
LAND
SCAP
E
EXIS
TING
MAT
URE
TREE
SBU
FFER
ING
SO
UTH
SITE
AND
SITE
WAL
L
PRO
POSE
DPA
RKIN
G
B.S.
53'-0
"
EXIS
TING
ACCE
SSIB
LESI
DEW
ALK
EXIS
T CA
R W
ASH
TO B
E RE
MO
DELE
DFO
R ST
ORA
GE
NEW
TRE
ESIN
ISLA
NDS
EXIS
T.TR
EES
FUTU
RE E
XPAN
SIO
NO
F C-
STO
RE
ARCO
NEW
ACCE
SSIB
LESI
DEW
ALK
NEW
MO
NUM
ENT
SIG
N
R22'-3"
LOADING
PATI
O
5' HI
GH
GAR
DEN/
NOIS
EAB
ATEM
ENT
WAL
L
NEW
TRE
ES B
UFFE
RING
SOUT
HWES
T SI
TE A
NDNE
W S
ITE
WAL
L - L
OT
2
5'-0"
6'-2"
EXIS
T TR
EES
AND
SITE
WAL
L - L
OT
1
PDP1
DEVE
LOPM
ENT
PLAN
NORT
H
18PR
OJE
CT D
ATA
6/20/1
8
SCO
PE O
F W
ORK
LIN
E
23VI
CINI
TY M
AP
NORT
H
N.T.
S.
T1S
R5E
S28
SITE
CHAN
DLER
HEI
GHT
S R
OAD
RIG
GS
RO
AD
ALMA SCHOOL ROAD
ARIZONA AVENUE
1795
915-
01
J. P
LANC
K
ARCH
ICO
N
WG
J
CHANDLER, ARIZONA
S.W.C. ARIZONA AVE & CHANDLER HEIGHTS
CAR WASH AND RETAIL DEVELOPMENT
OCOTILLO CROSSING MAY
22,
201
8CI
TY A
PPRO
VALS
24
1.DE
VELO
PMEN
TAN
DUS
EO
FTH
ISSI
TEW
ILL
CONF
ORM
WIT
HAL
LAP
PLIC
ABLE
CODE
SAN
DO
RDIN
ANCE
S.2.
THIS
PRO
JECT
ISLO
CATE
DIN
THE
CITY
OF
CHAN
DLER
WAT
ERSE
RVIC
EAR
EAAN
DHA
SBE
EN D
ESIG
NATE
D AS
HAV
ING
AN
ASSU
RED
WAT
ER S
UPPL
Y.3.
ALL
NEW
OR
RELO
CATE
D UT
ILIT
IES
WIL
L BE
PLA
CED
UNDE
RGRO
UND.
4.ST
RUCT
URES
AND
LAND
SCAP
ING
WIT
HIN
ATR
IANG
LEM
EASU
RED
BACK
10' F
ROM
THE
PRO
PERT
YLI
NEAN
D20
' ALO
NGTH
EPR
OPE
RTY
LINE
ON
EACH
SIDE
OF
THE
DRIV
EWAY
ENTR
ANCE
S W
ILL
BE M
AINT
AINE
D AT
A M
AXIM
UM H
EIG
HT O
F 3
FT.
5.AN
YLI
GHT
ING
WIL
LBE
PLAC
EDSO
ASTO
DIRE
CTLI
GHT
AWAY
FRO
MAD
JACE
NTRE
SIDE
NTIA
LDI
STRI
CTS
AND
WIL
LNO
TEX
CEED
ONE
FOO
TCA
NDLE
ATTH
EPR
OPE
RTY
LINE
. NO
NOIS
E,O
DOR,
OR
VIBR
ATIO
NW
ILL
BEEM
ITTE
DAT
ANY
LEVE
LEX
CEED
ING
THE
GEN
ERAL
LEVE
LO
FNO
ISE,
ODO
R,O
RVI
BRAT
ION
EMIT
TED
BYUS
ESIN
THE
AREA
OUT
SIDE
OF
THE
SITE
.6.
OW
NERS
OF
PRO
PERT
YAD
JACE
NTTO
PUBL
ICRI
GHT
S-O
F-W
AYW
ILL
HAVE
THE
RESP
ONS
IBIL
ITY
FOR
MAI
NTAI
NING
ALL
LAND
SCAP
ING
LOCA
TED
WIT
HIN
THE
RIG
HTS-
OF-
WAY
, IN
ACCO
RDAN
CE W
ITH
APPR
OVE
D PL
ANS.
7.TH
EEX
ISTI
NGST
RUCT
URES
MUS
TCO
MPL
YW
ITH
THE
CHAN
GE
OF
OCC
UPAN
CYPR
OVI
SIO
NS IN
THE
CIT
Y CO
NSTR
UCTI
ON
CODE
PRI
OR
TO U
SE.
8.AF
TER
FINA
LAP
PRO
VAL
THE
PRO
JECT
WIL
LBE
INSP
ECTE
DFO
RZO
NING
COM
PLIA
NCE
DURI
NG C
ONS
TRUC
TIO
N AN
D PR
IOR
TO O
CCUP
ANCY
. THE
APP
LICA
NTIS
TONO
TIFY
PDD
PRIO
R TO
OCC
UPAN
CY T
O A
RRAN
GE
FOR
INSP
ECTI
ONS
.10
.AL
L RO
OFT
OP
EQUI
PMEN
T AN
D SA
TELL
ITE
DISH
ES S
HALL
BE
SCRE
ENED
TO
THE
HE
IGHT
OF
THE
TALL
EST
EQUI
PMEN
T.11
.AL
LSE
RVIC
EAR
EAS
SHAL
LBE
SCRE
ENED
TOCO
NCEA
LTR
ASH
CONT
AINE
RS, L
OAD
ING
DOCK
S,TR
ANSF
ORM
ERS,
BACK
FLO
WPR
EVEN
TERS
AND
OTH
ERM
ECHA
NICA
LO
REL
ECTR
IC E
QUI
PMEN
T FR
OM
EYE
LEV
EL A
DJAC
ENT
TO P
UBLI
C ST
REET
S.12
.BA
RBED
, RAZ
OR,
OR
CONC
ERTI
NEW
IRE
(OR
SIM
ILAR
) SHA
LLNO
TBE
USED
ON
THIS
SITE
WHE
RE V
ISIB
LE F
ROM
PUB
LIC
STRE
ETS
OR
ADJA
CENT
RES
IDEN
TIAL
ARE
AS.
13.
ALL
SIG
NAG
E RE
QUI
RES
A SE
PARA
TE R
EVIE
W A
ND P
ERM
IT.
14.
SMO
KE,
GAS
AND
ODO
REM
ISSI
ONS
SHAL
LCO
MPL
YW
ITH
REG
ULAT
ION
IIIO
FTH
EM
ARIC
OPA
CO
UNTY
AIR
PO
LLUT
ION
CONT
ROL
RULE
S AN
D RE
GUL
ATIO
NS.
15.
THE
DISP
OSA
LO
FAL
LW
ASTE
MAT
ERIA
LSSH
ALL
COM
PLY
WIT
HTI
TLE
9,CH
APTE
R9,
ARTI
CLES
18AN
D4
OF
THE
HAZA
RDO
USW
ASTE
REG
ULAT
IONS
ASAD
OPT
EDBY
THE
ARIZ
ONA
HEA
LTH
DEPA
RTM
ENT.
16TH
EAV
ERAG
ENO
ISE
LEVE
L,M
EASU
RED
ATTH
EPR
OPE
RTY
LINE
, SHA
LLNO
TEX
CEED
55dB
(1dn
) WHE
NM
EASU
RED
ON
AN"A
WEI
GHT
ED" S
OUN
DLE
VEL
MET
ERAN
DAC
CORD
ING
TO T
HE P
ROCE
DURE
S O
F TH
E EN
VIRO
NMEN
TAL
PRO
TECT
ION
AGEN
CY.
17.
ALL
NEW
SANI
TARY
LINE
SW
ITHI
NTH
ESI
TESH
ALL
BEPR
IVAT
EPL
UMBI
NGLI
NES
SUBJ
ECT
TOTH
EPL
UMBI
NGCO
DEO
RTH
EAR
IZO
NADE
PART
MEN
TO
FEN
VIRO
NMEN
TAL
QUA
LITY
(ADE
Q) A
QUI
FER
PRO
TECT
ION
PRO
GRA
M(A
PP)
GEN
ERAL
PERM
IT4.
01IN
ACCO
RDAN
CEW
ITH
ARIZ
ONA
ADM
INIS
TRAT
IVE
CODE
TITL
E18
,CH
APTE
R9,
SECT
ION
E301
(AAC
R18-
9-E3
01) W
HICH
EVER
IS A
PPLI
CABL
E.18
.TH
ESA
NITA
RYSE
WER
COLL
ECTI
ON
SYST
EMW
ITHI
NTH
ISPR
OJE
CTW
ILL
BEA
PRIV
ATE
SYST
EM, O
WNE
DAN
DM
AINT
AINE
DBY
THE
PRO
PERT
YO
WNE
R(S)
OR
ASSO
CIAT
ION.
THE
SYST
EMW
ILL
BERE
VIEW
EDAN
DIN
SPEC
TED
BYTH
EBU
ILDI
NGSA
FETY
SECT
ION
OF
THE
PLAN
NING
AND
DEV
ELO
PMEN
T SE
RVIC
ES D
EPAR
TMEN
T.19
.AL
LO
N-SI
TEW
ATER
LINE
SSH
ALL
BEPR
IVAT
EPL
UMBI
NGLI
NES
SUBJ
ECT
TOTH
EPH
OEN
IX P
LUM
BING
CO
DE.
20.
LAND
SCAP
ING
SHAL
LBE
MAI
NTAI
NED
BYA
PERM
ANEN
TAN
DAU
TOM
ATIC
IRRI
GAT
ION
SYST
EM T
O M
INIM
IZE
MAI
NTEN
ANCE
AND
WAT
ER C
ONS
UMPT
ION.
21.
ALL
ONS
ITE
ACCE
SSIB
LESI
DEW
ALKS
SHAL
LBE
AM
INIM
UMO
F3
FEET
AND
0IN
CHES
WID
EAN
DHA
VEA
MAX
IMUM
SLO
PEO
F1:
20W
ITH
AM
AXIM
UMCR
OSS
SLO
PEO
F1:
50.
ALL
CURB
SM
UST
PRO
VIDE
ACCE
SSIB
LERA
MPS
PURS
UANT
TOTH
EAM
ERIC
ANS
WIT
HDI
SABI
LITI
ES A
CT (A
DA) S
TAND
ARDS
.
GEN
ERAL
NO
TES
19
FURN
ISH
AND
INST
ALL
CONC
RETE
FO
OTI
NGS
AND
ANCH
OR
BOLT
S FO
R TH
EFO
LLO
WIN
G IT
EMS:
1.PR
EVIE
W M
ENU
BOAR
D2.
ORD
ER M
ENU
BOAR
D3.
SPEA
KER
POST
/ORD
ER C
ONF
IRM
ATIO
N SY
STEM
(OCS
)4.
DIRE
CTIO
NAL
SIG
NAG
E (M
INIM
UM 3
PER
STO
RE)
5.DT
ENT
RY B
EACO
N SI
GN
6.HE
IGHT
RES
TRIC
TIO
N BA
R7.
TENA
NT'S
DED
ICAT
ED M
ONU
MEN
T SI
GN/
PYLO
N SI
GN,
IF A
PPLI
CABL
E.8.
ORD
ER M
ENU
BOAR
D SH
ROUD
/CAN
OPY
- PO
RTAL
ENC
LOSU
RE.
SITE
CO
NCRE
TE N
OTE
S
PRO
VIDE
PAD
CO
NSTR
UCTE
D O
F 6"
THI
CK, R
EINF
ORC
ED W
ITH
WEL
DED
WIR
E M
ESH
AND
CONC
RETE
. THE
WID
TH O
F TH
E PA
D SH
ALL
BE T
HE W
IDTH
OF
THE
DRIV
E-TH
RULA
NE O
R NO
LES
S TH
AN 1
2' W
IDE
AND
THE
LENG
TH S
HALL
EXT
END
18'.
PRO
VIDE
TW
O (2
) ARE
AS O
F CO
NCRE
TE P
AVIN
G:
1.TH
E W
IDTH
OF
THE
DRIV
E-TH
RU L
ANE
OR
NO L
ESS
THAN
12'
WID
E AN
D TH
ELE
NGTH
SHA
LL E
XTEN
D FR
OM
ENT
RY T
O D
RIVE
THR
U LA
NE (C
OO
RDIN
ATE
ASIN
DICA
TED
ON
TENA
NT'S
DES
IGN
DRAW
ING
S) T
O 1
6' BE
YOND
THI
S PO
INT.
2.TH
E W
IDTH
OF
THE
DRIV
E TH
RU L
ANE
OR
NO L
ESS
THAN
12'
WID
E AN
D TH
ELE
NGTH
SHA
LL E
XTEN
D 8'
IN E
ITHE
R DI
RECT
ION
FRO
M T
HE C
ENTE
RLIN
E O
F TH
EO
RDER
CO
NFIR
MAT
ION
SYST
EM (O
CS).
DRIV
E-TH
RU L
ANE
SHO
ULD
BECO
NCRE
TE O
R CO
LORE
D BL
ACK
CONC
RETE
TO
MAT
CH A
SPHA
LT.
FURN
ISH
AND
INST
ALL
6" D
IAM
ETER
STE
EL P
IPE
BOLL
ARDS
, FIL
LED
WIT
H CO
NCRE
TE,
PAIN
TED
AND
LOCA
TED
PER
LAND
LORD
'S C
ONS
TRUC
TIO
N DO
CUM
ENTS
.
DT G
ENER
AL N
OTE
S20
EXIS
TING
FIR
E HY
DRAN
T
EXIS
TING
PO
WER
PO
LE (&
GUY
WIR
E)
EXIS
TING
STR
EETL
IGHT
NEW
LIG
HT P
OLE
NEW
TRA
NSFO
RMER
NEW
CO
NCRE
TE P
AVEM
ENT
OVE
RHEA
D EL
ECTR
IC (P
OW
ER L
INES
)
ACCE
SSIB
LE P
ARKI
NG S
IGNA
GE
PRO
PERT
Y BO
UNDA
RY
WO
RK T
O B
E DE
MO
LISH
ED
NEW
CO
NCRE
TE C
URB
NEW
MAS
ONR
Y W
ALL
EXIS
TING
PAR
KING
LO
TLI
GHT
PO
LE
ACCE
SSIB
LE R
OUT
E
BUIL
DING
ENT
RANC
E
LEG
END
22
1M
ASTE
R DE
VELO
PMEN
T PL
AN
1.AL
L SI
TE IM
PRO
VEM
ENTS
, INC
LUDI
NG L
ANDS
CAPE
AND
SIT
E CL
EANU
P, M
UST
BECO
MPL
ETED
PRI
OR
TO C
ERTI
FICA
TE O
F O
CCUP
ANCY
FO
R AN
Y BU
ILDI
NG W
ITHI
N A
PHAS
E.2.
ALL
ROO
F M
OUN
TED
MEC
HANI
CAL
EQUI
PMEN
T SH
ALL
BE F
ULLY
SCR
EENE
D BY
PAR
APET
WAL
LS E
QUA
L TO
, OR
GRE
ATER
THA
N, T
HE H
IGHE
ST P
OIN
T O
N TH
E M
ECHA
NICA
LEQ
UIPM
ENT.
3.SO
LID
MAS
ONR
Y W
ALLS
AND
GAT
ES E
QUA
L TO
, OR
GRE
ATER
THA
N , T
HE H
IGHE
ST P
OIN
TO
N TH
E M
ECHA
NICA
L EQ
UIPM
ENT
SHAL
L SC
REEN
ALL
GRO
UND
MO
UNTE
D M
ECHA
NICA
LEQ
UIPM
ENT.
4.AL
L EX
TERN
AL L
IGHT
ING
SHA
LL B
E LO
CATE
D AN
D DE
SIG
NED
TO P
REVE
NT R
AYS
FRO
MBE
ING
DIR
ECTE
D O
FF O
F TH
E PR
OPE
RTY
UPO
N W
HICH
THE
LIG
HTIN
G IS
LO
CATE
D.5.
THE
FIRE
DEP
ARTM
ENT
DOUB
LE C
HECK
ASS
EMBL
Y SH
ALL
BE P
AINT
ED T
O M
ATCH
THE
ADJA
CENT
WAL
L CO
LOR.
6.SI
GNS
REQ
UIRE
SEP
ARAT
E PE
RMIT
.7.
THER
E SH
ALL
BE N
O O
BSTR
UCTI
ON
OF
SITE
SIG
NAG
E BY
LAN
DSCA
PE P
LANT
MAT
ERIA
L,AN
D TH
AT S
UCH
MUS
T BE
REL
OCA
TED/
CORR
ECTE
D BE
FORE
THE
FIE
LD IN
SPEC
TIO
N W
ILL
ACCE
PT/P
ASS
THE
SIG
N IN
THE
FIE
LD O
R IS
SUE
A CE
RTIF
ICAT
E O
F O
CCUP
ANCY
FO
R A
PRO
JECT
.8.
ALL
TRAN
SFO
RMER
S BO
XES,
MET
ER P
ANEL
S AN
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EXIS
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,426
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PRO
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D BU
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0 SF
PRO
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D CA
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A CA
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700
SFTO
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A:10
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PRO
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D LO
T CO
VERA
GE:
(0.1
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1%
ALLO
WAB
LE B
UILD
ING
HEI
GHT
:40
'-0"
PRO
POSE
D BU
ILDI
NG H
EIG
HT:
VARI
ES (2
0'-0"
/ 30
'-0")
THIS
PRO
JECT
ISTH
ENE
WCO
NSTR
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ON
ON
LOT
2O
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EXIS
TING
MAS
TER
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7,20
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THE
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IMEN
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CAR
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CAR
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700
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TAIL
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PACE
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L RE
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SHO
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200
SF T
OTA
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00 S
F /
250
= 20
SPA
CES
REST
AURA
NT +
PAT
IO(2
,200
SF
+ 50
0 SF
) x 0
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= 1,
755
SF
1000
/ 50
= 2
0 SP
ACES
(DIN
ING
)75
5 / 2
00 =
4 S
PACE
S(K
ITCH
EN)
TOTA
L PA
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GRE
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= 20
SPA
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STAU
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= 24
SPA
CES
REQ
'DCA
R W
ASH
= 2
SPA
CES
REQ
'D
46 S
PACE
S TO
TAL
REQ
UIRE
D48
SPA
CES
TOTA
L PR
OVI
DED
GEN
ERAL
SIT
E DA
TA:
SHO
PS B
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ING
:
OCC
UPAN
CY:
(SEC
. 303
)G
ROUP
A-2
REST
AURA
NTG
ROUP
MRE
TAIL
CONS
TRUC
TIO
N TY
PE:
V-B
FUL
LY S
PRIN
KLER
ED
BUIL
DING
ARE
A:7,
200
SF
BUIL
DING
DAT
A:
PARK
ING
DAT
A:
ACCE
SSAB
LE P
ARKI
NG P
ROVI
DED
FOR
NEW
SHO
PS B
UILD
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: 4 S
PACE
S
CAR
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H:
OCC
UPAN
CY:
GRO
UP B
CAR
WAS
H
CONS
TRUC
TIO
N TY
PE:
V-B
SPR
INKL
ERED
BUIL
DING
ARE
A:3,
700
SF
1NE
IGHB
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DM
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NG06
.20.
18
ARIZONA AVENUEC
HA
ND
LER
HE
IGH
TS R
OA
D
50'-0
"B
UIL
DIN
G L
INE
20'-0
"L/
S S
ETB
AC
K
20'-0"L/S SETBACK
50'-0"BUILDING LINE
50'-0"
L/S SETBACKBUILDING LINE
LOT 1PADLOT 2
PAD
PAD(POST OFFICE)
PA
D(R
ES
IDE
NTI
AL)
EX
.8'-0
"P
.U.E
.
8'-0"P.U.E
EXISTING FUEL CANOPY5,611 S.F
8'-0
"P
.U.E
.
8'-0
"E
LEC
.E
AS
EM
EN
T
25'-0"
20'-0"
11'-0"
19'-0"24'-0"
38'-0"24'-0"
19'-0"20'-0"
9'-0"
EXISTINGDRIVE EXISTING
DRIVE
EXISTINGDRIVE
EXISTINGDRIVE
19'-0"12'-0"
65'-0"R
.O.W
.
14'-0"
13'-1
0"
18'-8"10'-0"
10'-6"
23'-6
"
CAR WASHSAND FILTER
TRANSFORMER
BACKFLOWPREVENTER
10'-0
"
12'-0"
21'-7
"
19'-8
"
6'-0"
20'-0"
30'-0"
R21'-8
"
R21'-31 2"
8'-0
"
16'-6"30'-0"16'-6"
2'-7" 2'-0"
9'-0
"
2'-6"
R55'-
0"
R35
'-0"
28'-0"
RETENTION BASIN
EXISTINGSIDEWALK
NEWMONUMENTSIGN
NEW SITE WALLMATCH EXISTING ARCO
NEW LARGE TREESTO SHEILD CARWASH OPENING
EXISTING LANDSCAPE
EXISTING LANDSCAPE
EXISTING LANDSCAPE
EXISTINGLANDSCAPE
EXISTING MATURE TREESBUFFERING SOUTH SITEAND SITE WALL
PROPOSEDPARKING
B.S. 53'-0"
EXISTINGACCESSIBLESIDEWALK
EXIST CAR WASHTO BE REMODELEDFOR STORAGE
NEW TREESIN ISLANDSEXIST.
TREES
FUTURE EXPANSIONOF C-STORE
ARCO
NEWACCESSIBLESIDEWALK
NEWMONUMENTSIGN
R22'-3"
LOA
DIN
G
PATIO
5' HIGHGARDEN/NOISEABATEMENTWALL
NEW TREES BUFFERINGSOUTHWEST SITE ANDNEW SITE WALL - LOT 2
5'-0" 6'-2"
EXIST TREESAND SITE WALL - LOT 1
PDP1
DEVELOPMENT PLAN
NORTH
18 PROJECT DATA
6/20/1
8
SCOPE OF WORK LINE
23 VICINITY MAP
NORTH
N.T.S.
T1SR5ES28
SITE
CHANDLER HEIGHTS ROAD
RIGGS ROAD
ALM
A S
CH
OO
L R
OA
D
AR
IZO
NA
A
VE
NU
E
1795915-01
J. PLANCK
ARCHICON
WGJ
CH
AN
DLE
R, A
RIZ
ON
A
S.W
.C. A
RIZ
ON
A A
VE
& C
HA
ND
LER
HE
IGH
TS
CA
R W
AS
H A
ND
RE
TAIL
DE
VE
LOP
ME
NT
OC
OTI
LLO
CR
OS
SIN
G
MAY 22, 2018CITY APPROVALS 24
1. DEVELOPMENT AND USE OF THIS SITE WILL CONFORM WITH ALL APPLICABLE CODES ANDORDINANCES.2. THIS PROJECT IS LOCATED IN THE CITY OF CHANDLER WATER SERVICE AREA AND HASBEEN DESIGNATED AS HAVING AN ASSURED WATER SUPPLY.3. ALL NEW OR RELOCATED UTILITIES WILL BE PLACED UNDERGROUND.4. STRUCTURES AND LANDSCAPING WITHIN A TRIANGLE MEASURED BACK 10' FROM THEPROPERTY LINE AND 20' ALONG THE PROPERTY LINE ON EACH SIDE OF THE DRIVEWAYENTRANCES WILL BE MAINTAINED AT A MAXIMUM HEIGHT OF 3 FT.5. ANY LIGHTING WILL BE PLACED SO AS TO DIRECT LIGHT AWAY FROM ADJACENTRESIDENTIAL DISTRICTS AND WILL NOT EXCEED ONE FOOT CANDLE AT THE PROPERTYLINE. NO NOISE, ODOR, OR VIBRATION WILL BE EMITTED AT ANY LEVEL EXCEEDING THEGENERAL LEVEL OF NOISE, ODOR, OR VIBRATION EMITTED BY USES IN THE AREAOUTSIDE OF THE SITE.6. OWNERS OF PROPERTY ADJACENT TO PUBLIC RIGHTS-OF-WAY WILL HAVE THERESPONSIBILITY FOR MAINTAINING ALL LANDSCAPING LOCATED WITHIN THERIGHTS-OF-WAY, IN ACCORDANCE WITH APPROVED PLANS.7. THE EXISTING STRUCTURES MUST COMPLY WITH THE CHANGE OF OCCUPANCYPROVISIONS IN THE CITY CONSTRUCTION CODE PRIOR TO USE.8. AFTER FINAL APPROVAL THE PROJECT WILL BE INSPECTED FOR ZONING COMPLIANCEDURING CONSTRUCTION AND PRIOR TO OCCUPANCY. THE APPLICANT IS TO NOTIFY PDDPRIOR TO OCCUPANCY TO ARRANGE FOR INSPECTIONS.10. ALL ROOFTOP EQUIPMENT AND SATELLITE DISHES SHALL BE SCREENED TO THE HEIGHT OF THE TALLEST EQUIPMENT.
11. ALL SERVICE AREAS SHALL BE SCREENED TO CONCEAL TRASH CONTAINERS, LOADINGDOCKS, TRANSFORMERS, BACKFLOW PREVENTERS AND OTHER MECHANICAL ORELECTRIC EQUIPMENT FROM EYE LEVEL ADJACENT TO PUBLIC STREETS.12. BARBED, RAZOR, OR CONCERTINE WIRE (OR SIMILAR) SHALL NOT BE USED ON THIS SITEWHERE VISIBLE FROM PUBLIC STREETS OR ADJACENT RESIDENTIAL AREAS.13. ALL SIGNAGE REQUIRES A SEPARATE REVIEW AND PERMIT.14. SMOKE, GAS AND ODOR EMISSIONS SHALL COMPLY WITH REGULATION III OF THEMARICOPA COUNTY AIR POLLUTION CONTROL RULES AND REGULATIONS.15. THE DISPOSAL OF ALL WASTE MATERIALS SHALL COMPLY WITH TITLE 9, CHAPTER 9,ARTICLES 18 AND 4 OF THE HAZARDOUS WASTE REGULATIONS AS ADOPTED BY THEARIZONA HEALTH DEPARTMENT.16 THE AVERAGE NOISE LEVEL, MEASURED AT THE PROPERTY LINE, SHALL NOT EXCEED 55dB (1 dn) WHEN MEASURED ON AN "A WEIGHTED" SOUND LEVEL METER AND ACCORDINGTO THE PROCEDURES OF THE ENVIRONMENTAL PROTECTION AGENCY.17. ALL NEW SANITARY LINES WITHIN THE SITE SHALL BE PRIVATE PLUMBING LINES SUBJECTTO THE PLUMBING CODE OR THE ARIZONA DEPARTMENT OF ENVIRONMENTAL QUALITY(ADEQ) AQUIFER PROTECTION PROGRAM (APP) GENERAL PERMIT 4.01 IN ACCORDANCEWITH ARIZONA ADMINISTRATIVE CODE TITLE 18, CHAPTER 9, SECTION E301 (AACR18-9-E301) WHICHEVER IS APPLICABLE.18. THE SANITARY SEWER COLLECTION SYSTEM WITHIN THIS PROJECT WILL BE A PRIVATESYSTEM, OWNED AND MAINTAINED BY THE PROPERTY OWNER(S) OR ASSOCIATION. THESYSTEM WILL BE REVIEWED AND INSPECTED BY THE BUILDING SAFETY SECTION OF THEPLANNING AND DEVELOPMENT SERVICES DEPARTMENT.19. ALL ON-SITE WATER LINES SHALL BE PRIVATE PLUMBING LINES SUBJECT TO THEPHOENIX PLUMBING CODE.20. LANDSCAPING SHALL BE MAINTAINED BY A PERMANENT AND AUTOMATIC IRRIGATIONSYSTEM TO MINIMIZE MAINTENANCE AND WATER CONSUMPTION.21. ALL ONSITE ACCESSIBLE SIDEWALKS SHALL BE A MINIMUM OF 3 FEET AND 0 INCHESWIDE AND HAVE A MAXIMUM SLOPE OF 1:20 WITH A MAXIMUM CROSS SLOPE OF 1:50. ALLCURBS MUST PROVIDE ACCESSIBLE RAMPS PURSUANT TO THE AMERICANS WITHDISABILITIES ACT (ADA) STANDARDS.
GENERAL NOTES19
FURNISH AND INSTALL CONCRETE FOOTINGS AND ANCHOR BOLTS FOR THEFOLLOWING ITEMS:1. PREVIEW MENU BOARD2. ORDER MENU BOARD3. SPEAKER POST/ORDER CONFIRMATION SYSTEM (OCS)4. DIRECTIONAL SIGNAGE (MINIMUM 3 PER STORE)5. DT ENTRY BEACON SIGN6. HEIGHT RESTRICTION BAR7. TENANT'S DEDICATED MONUMENT SIGN/PYLON SIGN, IF APPLICABLE.8. ORDER MENU BOARD SHROUD/CANOPY - PORTAL ENCLOSURE.
SITE CONCRETE NOTES
PROVIDE PAD CONSTRUCTED OF 6" THICK, REINFORCED WITH WELDED WIRE MESHAND CONCRETE. THE WIDTH OF THE PAD SHALL BE THE WIDTH OF THE DRIVE-THRULANE OR NO LESS THAN 12' WIDE AND THE LENGTH SHALL EXTEND 18'.
PROVIDE TWO (2) AREAS OF CONCRETE PAVING:1. THE WIDTH OF THE DRIVE-THRU LANE OR NO LESS THAN 12' WIDE AND THELENGTH SHALL EXTEND FROM ENTRY TO DRIVE THRU LANE (COORDINATE ASINDICATED ON TENANT'S DESIGN DRAWINGS) TO 16' BEYOND THIS POINT.2. THE WIDTH OF THE DRIVE THRU LANE OR NO LESS THAN 12' WIDE AND THELENGTH SHALL EXTEND 8' IN EITHER DIRECTION FROM THE CENTERLINE OF THEORDER CONFIRMATION SYSTEM (OCS). DRIVE-THRU LANE SHOULD BE
CONCRETE OR COLORED BLACK CONCRETE TO MATCH ASPHALT.
FURNISH AND INSTALL 6" DIAMETER STEEL PIPE BOLLARDS, FILLED WITH CONCRETE,PAINTED AND LOCATED PER LANDLORD'S CONSTRUCTION DOCUMENTS.
DT GENERAL NOTES20
EXISTING FIRE HYDRANT
EXISTING POWER POLE (& GUY WIRE)
EXISTING STREETLIGHT
NEW LIGHT POLE
NEW TRANSFORMER
NEW CONCRETE PAVEMENT
OVERHEAD ELECTRIC (POWER LINES)
ACCESSIBLE PARKING SIGNAGE
PROPERTY BOUNDARY
WORK TO BE DEMOLISHED
NEW CONCRETE CURB
NEW MASONRY WALL
EXISTING PARKING LOTLIGHT POLE
ACCESSIBLE ROUTE
BUILDING ENTRANCE
LEGEND22
1 MASTER DEVELOPMENT PLAN
1. ALL SITE IMPROVEMENTS, INCLUDING LANDSCAPE AND SITE CLEANUP, MUST BECOMPLETED PRIOR TO CERTIFICATE OF OCCUPANCY FOR ANY BUILDING WITHIN APHASE.2. ALL ROOF MOUNTED MECHANICAL EQUIPMENT SHALL BE FULLY SCREENED BY PARAPETWALLS EQUAL TO, OR GREATER THAN, THE HIGHEST POINT ON THE MECHANICALEQUIPMENT.3. SOLID MASONRY WALLS AND GATES EQUAL TO, OR GREATER THAN , THE HIGHEST POINTON THE MECHANICAL EQUIPMENT SHALL SCREEN ALL GROUND MOUNTED MECHANICALEQUIPMENT.4. ALL EXTERNAL LIGHTING SHALL BE LOCATED AND DESIGNED TO PREVENT RAYS FROMBEING DIRECTED OFF OF THE PROPERTY UPON WHICH THE LIGHTING IS LOCATED.5. THE FIRE DEPARTMENT DOUBLE CHECK ASSEMBLY SHALL BE PAINTED TO MATCH THEADJACENT WALL COLOR.6. SIGNS REQUIRE SEPARATE PERMIT.7. THERE SHALL BE NO OBSTRUCTION OF SITE SIGNAGE BY LANDSCAPE PLANT MATERIAL,AND THAT SUCH MUST BE RELOCATED/CORRECTED BEFORE THE FIELD INSPECTION WILLACCEPT/PASS THE SIGN IN THE FIELD OR ISSUE A CERTIFICATE OF OCCUPANCY FOR APROJECT.8. ALL TRANSFORMERS BOXES, METER PANELS AND ELECTRIC EQUIPMENT, BACKFLOWDEVICES OR ANY OTHER UTILITY EQUIPMENT NOT ABLE OR REQUIRED TO BE SCREENEDBY LANDSCAPING OR WALLS, SHALL BE PAINTED TO MATCH THE BUILDING COLOR.9. ALL WALLS OVER 7' IN HEIGHT, SITE LIGHTING, SIGNAGE, REMADAS AND SHADESTRUCTURES REQUIRE SEPARATE SUBMITTAL AND PERMITS.
CODE COMPLIANCE21
PROJECT ADDRESS: 5050 SOUTH ARIZONA AVENUECHANDLER, ARIZONA 85248
EXISTING ZONING: PADPROPOSED ZONING: NO CHANGE REQUESTED
LEGAL DESCRIPTION: SEE CIVIL PLANS
PARCEL NO. (APN): 303-52-963
EXISTING PARCEL NET AREA: 92,426 SF (2.12 AC)
PROPOSED BUILDING AREA RETAIL: 7,200 SFPROPOSED CANOPY AREA CARWASH: 3,700 SFTOTAL BUILDING AREA: 10,900 SF
PROPOSED LOT COVERAGE: (0.117) 11%
ALLOWABLE BUILDING HEIGHT: 40'-0"PROPOSED BUILDING HEIGHT: VARIES (20'-0" / 30'-0")
THIS PROJECT IS THE NEW CONSTRUCTION ON LOT 2 OF AN EXISTING MASTERDEVELOPMENT - 'OCOTILLO CROSSING'. A 7,200 SF RETAIL BUILDING CONSISTINGOF FOUR TENANTS, ONE BEING A RESTAURANT WITH DRIVE THRU SERVICE, ANDA 3,700 SF NEW CAR WASH BUILDING CONSISTING OF A CAR WASH TUNNEL,MECHANICAL ROOM, OFFICE AND RESTROOM. THERE WILL BE SELF SERVICEVACUUM STALLS UNDER A SHADE CANOPY. THE NEW BUILDING WILL HAVEARCHITECTUAL STYLING THAT COMPLIMENTS THE BUILDING ON LOT 2 OF THEEXISTING DEVELOPMENT, WITH MATERIALS, COLOR PALETTE AND DETAILING.
DESCRIPTION:
ACCESSABLE PARKING PROVIDED FOR CAR WASH BUILDIING: 1 SPACE
PARKING REQUIRED:
CAR WASH - 2 SPACES PLUS OTHER USESRETAIL - 1 SPACE PER 250 SFRESTAURANT - 1 SPACE PER 50 SFPLUS 1 SPACE FOR 200 SF OF PREP AREA
PARKING PROVIDED:
CAR WASH: 3,700 SF TOTAL2 SPACES20 VACUUM SPACES0 DETAIL SPACES
22 SPACES TOTAL PROVIDED 2 SPACES TOTAL REQUIRED
SHOPS BLDG: 7,200 SF TOTALRETAIL 5,000 SF / 250 = 20 SPACESRESTAURANT + PATIO(2,200 SF + 500 SF) x 0.65 = 1,755 SF
1000 / 50 = 20 SPACES (DINING)755 / 200 = 4 SPACES (KITCHEN)
TOTAL PARKINGRETAIL = 20 SPACES REQUIREDRESTAURANT = 24 SPACES REQ'DCAR WASH = 2 SPACES REQ'D
46 SPACES TOTAL REQUIRED48 SPACES TOTAL PROVIDED
GENERAL SITE DATA:
SHOPS BUILDING:
OCCUPANCY: (SEC. 303) GROUP A-2 RESTAURANTGROUP M RETAIL
CONSTRUCTION TYPE: V-B FULLY SPRINKLERED
BUILDING AREA: 7,200 SF
BUILDING DATA:
PARKING DATA:
ACCESSABLE PARKING PROVIDED FOR NEW SHOPS BUILDIING: 4 SPACES
CAR WASH:
OCCUPANCY: GROUP B CAR WASH
CONSTRUCTION TYPE: V-B SPRINKLERED
BUILDING AREA: 3,700 SF
1NEIGHBORHOODMEETING 06.20.18
THE CORE CHANDLERUNDER CONSTRUCTION | 2019
Class A Multi-Family220 units | 12.60 acres
SITE
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