CBRE|HUBBELL COMMERCIAL6900 Westown Parkway West Des Moines, Iowa 50266www.cbre.com/desmoines

FOR LEASE

LOCUST PLAZATURNKEY RESTAURANT|OFFICE|RETAIL SPACE1430 LOCUST STREET, DES MOINES, IOWA

CONTACT US

TYLER DINGEL, CCIMSenior Vice President+1 515 221 6662tyler.dingel@cbre-hubbell.com

AJDIN NADAREVICVice President+1 515 221 6684ajdin.nadarevic@cbre-hubbell.com

BLAKE BOGENRIEFSales Associate+1 515 323 3100blake.bogenrief@cbre-hubbell.com

TURNKEY RESTAURANT|OFFICE|RETAIL SPACE

Historic building redevelopment in downtown Des Moines Western Gateway. Located directly across from the Pappajohn Sculpture Park, providing outstanding views.

+ Available Space

− 4,370 SF Turnkey Restaurant

− 1,991 SF Office/Retail

+ Lease Rate

− Turnkey Restaurant Space - $18.00/SF NNN • CAMIT - $10.06/SF

− Office/Retail Space - $15.00/SF NNN• CAMIT - $7.76/SF

+ Property Features

− Locust Plaza Tenants include:

Django Restaurant, DLR Group and The Forge by Pillar Technology

− On-site parking is negotiable

− All equipment and furniture in restaurant space is available

2ND FLOOR SPACE:

FULLY LEASED - DLR GROUP

FOR LEASELOCUST PLAZA

PROPERTY SITE PLAN

1,991 SFOFFICE/RETAIL

$15.00/SF NNN

4,370 SFTURNKEY

RESTAURANT$18.00/SF

NNN

Locust St.

TURNKEY RESTAURANT|OFFICE|RETAIL1430 LOCUST STREET

DES MOINES, IA 50309

TURNKEY RESTAURANT SPACE FLOOR PLAN

1,71

3 SF

TEN

ANT

USE

UN

KNO

WN

CA

NTI

NA

STOR.D

ININ

G

WAL

K IN

CO

OLE

RD

ELI

ELE

V.

CAR STA.

OFF

ICE/

STO

R.

E

XIST

ING

G

REA

SEIN

TER

CEP

TOR

SERVICE BAR

EXIS

TIN

G P

ATIO

480

SF

EXI

STIN

GR

ESTR

OO

M E

XIST

ING

RES

TRO

OM

NE

W W

ALL

- O

NE

LA

YE

RO

F 5 8"

GY

PS

UM

WA

LLB

OA

RD

TE

NA

NT

SID

E O

F M

ET

AL

ST

UD

FR

AM

ING

AT

16"

O.C

. WIT

HB

AT

T IN

SU

LAT

ION

WA

LL T

YPES

ON

E L

AY

ER

OF

5 8" G

YP

SU

MW

ALL

BO

AR

D O

N E

XIS

TIN

GM

ET

AL

ST

UD

WA

LLA

SS

EM

BLY

3/4"

SA

FE

TY

GLA

SS

AS

SE

MB

LY -

DIS

PLA

YC

AS

E

3/4"

SA

FE

TY

GLA

SS

AS

SE

MB

LY -

FLO

OR

TO

BU

LKH

EA

D A

T +

10'-0

"

KIT

CH

EN

SERVICE TOP

5"

3'-9

"5"

5"

ALIG

N W

ITH

EXIS

TIN

G W

ALL

10'-9"

ALIG

N W

ITH

EXIS

TIN

G M

.O.

10"

8"

5'-2 1/2"

5'-1

0"1'

-3"

VER

IFY

3'-4

"20

"21

"

3'-6

"

ALIG

N W

ITH

EXIS

TIN

G C

OLU

MN

10"

2'-0"

23"

5'-0

"25

"

5"23"

12"MIN.

23"

10'-5

"4'

-5"18

"23

"

ALIG

N W

EXI

STIN

G W

ALL

15'-1

1"5'

-1"

3'-0

"

23"

8"ALIG

N W

EXI

STIN

GW

ALL

ABO

VE

3'-9

"

23" 8'-0"

2'-6

"

23"

108

100

100

101

102

103

104

105

106

107

109

10'-4

"5"

E

XIST

ING

STAI

R A

ND

ELE

VATO

R

ENC

LOSU

RE

44" CL

14'-0"

REQ.

44"REQ.

NEW

WAL

L BY

BUIL

DIN

G O

WN

ER

NEW

WAL

L BY

BUIL

DIN

G O

WN

ER

6'-1"

CO

RR

IDO

R

BA

R

NE

W W

ALL

- O

NE

LA

YE

RO

F 5 8"

GY

PS

UM

WA

LLB

OA

RD

EA

CH

SID

EO

F M

ET

AL

ST

UD

FR

AM

ING

AT

16"

O.C

. WIT

H B

AT

TIN

SU

LAT

ION

2 SI

DED

GAS

FIR

E PL

ACE

10"5'-3"

EX

IST

ING

PA

TIO

WIT

HO

UT

OV

ER

HE

AD

CO

VE

R -

PA

RIM

ET

ER

BA

RR

IER

TO

BE

PA

INT

ED

ST

EE

L A

S P

ER

DE

TA

IL B

1, B

2 A

ND

B3

AB

OV

E

TRAN

SFO

RM

ER

AL

CO

VE

NE

W S

TL

PO

LE W

ITH

ST

RIN

G L

IGH

TIN

G

5'-10"

5'-10"

3'-6

"3'

-6"

GAT

EG

ATE

EXIS

TIN

G S

IDEW

ALK

7'-10" 3'-8"

VIF

VIFVIF

7'-10" 3'-8"VIFVIF

8'-0

"VI

F8'

-0"

VIF

8'-0

"VI

F8'

-0"

3'-0"7'-0" 3'-0"7'-0"

9" 9" 12"2" 2" 2"

3"

2"

3"3"

3"3"

3"3"

3"3"

3"3"

3"3"

9" 9" 12"2" 2" 2"

3x3

STL

TUBE

- PN

T BL

ACK

3x3

STL

TUBE

- PN

T BL

ACK

3x3

STL

TUBE

- PN

T BL

ACK

3x3

STL

TUBE

- PN

T BL

ACK

3x3

STL

TUBE

- PN

T BL

ACK

3x3

STL

TUBE

- PN

T BL

ACK

2x3

STL

TUBE

- PN

T BL

ACK

2x3

STL

TUBE

- PN

T BL

ACK

2x3

STL

TUBE

- PN

T BL

ACK

2x3

STL

TUBE

- PN

T BL

ACK

2x3

STL

TUBE

- PN

T BL

ACK

2"2"

2"

7x7

STL

BASE

PLAT

E AN

CH

OR

ED T

OC

ON

CR

ETE

SLAB

- TY

P. (P

NT

BLAC

K)

7x7

STL

BASE

PLAT

E AN

CH

OR

ED T

OC

ON

CR

ETE

SLAB

- TY

P. (P

NT

BLAC

K)7x

7 ST

L BA

SEPL

ATE

ANC

HO

RED

TO

CO

NC

RET

E SL

AB -

TYP.

(PN

T BL

ACK)

LIN

E O

FC

ON

CR

ETE

SLAB

LIN

E O

FC

ON

CR

ETE

SLAB

LIN

E O

FC

ON

CR

ETE

SLAB

GAT

E TO

HAV

ESP

RIN

G C

LOSE

RH

ING

ES A

ND

STL

TAB

STO

P O

N IN

SID

EO

F PO

ST

GAT

E TO

HAV

ESP

RIN

G C

LOSE

RH

ING

ES A

ND

STL

TAB

STO

P O

N IN

SID

EO

F PO

ST

Goche' inclusions llcPeter P. Goche', AIA

2026 Country Club Boulevard Ames, Iowa 50014Tel 515 520 3384 goche99@gmail.com

AP1

sheet1430 Locust Street - Plus 39 RestaurantProject No. 006-15

Date: March 1, 2016

Code Reference

2012 International Building Code (IBC)2009 American National Standard (ANSI)

SE

ES

CH

ED

A

1/4"

= 1

'-0"

FRAM

E TY

PE

OW

NER

+39L

LC26

40 S

tang

e R

oad

Ames

, Iow

a 50

010

Con

tact

: Elis

abet

ta B

aris

on

b

.bar

ison

@pl

us39

rest

aura

nts.

com

GEN

ERA

L C

ON

TRA

CTO

R

Mun

ro C

onst

ruct

ion

Com

pany

5530

NW

Bea

ver D

r #10

0Jo

hnst

on, I

owa

5013

1C

onta

ct: P

at M

unro

T

el: 5

15 2

77-9

460

pat

@m

unro

cons

truct

ion.

com

IND

EX O

F D

RA

WIN

GS

A01

C

over

shee

tA

02

Exis

ting

& N

ew F

loor

Pla

nsA

03

Equi

pmen

t/Fur

nitu

re P

lan

&

Ref

lect

ed C

eilin

g Fl

oor P

lan

A04

In

terio

r Ele

vatio

ns

*See

this

she

et fo

r Doo

r and

Har

dwar

eSc

hedu

le.

TYPE

OF

CO

NST

RU

CTI

ON

(Cha

pter

6):

TYPE

III (

nonc

ombu

stab

le e

xter

ior w

alls

)

FIR

E SU

PRES

SIO

N /

LIFE

SA

FETY

Shal

l be

"Des

ign/

Build

" by

the

Subc

ontra

tor &

shal

l be

subm

itted

und

er s

eper

ate

cove

r.

MEC

HA

NIC

AL

/ ELE

CTR

ICA

L / P

LUM

BIN

GSh

all b

e "D

esig

n/Bu

ild" b

y th

e Su

bcon

trato

r &sh

all b

e su

bmitt

ed u

nder

sep

erat

e co

ver.

AR

CH

ITEC

T

Goc

he in

clus

ions

llc

2026

Cou

ntry

Clu

b Bo

ulev

ard

Ames

, Iow

a 50

014

Con

tact

: Pet

er P

. Goc

he'

goc

he99

@gm

ail.e

du

(

515)

520

338

4

I her

eby

certi

fy th

at th

e po

rtion

of t

his

tech

nica

lsu

bmis

sion

des

crib

ed b

elow

was

pre

pare

d by

me

or u

nder

my

dire

ct s

uper

visi

on a

ndre

spon

sibl

e ch

arge

. I a

m a

dul

y re

gist

ered

arch

itect

und

er th

e la

ws

of th

e st

ate

of Io

wa.

Pet

er P

. Goc

he' A

IA

____

____

____

____

____

____

____

____

____

_

Sig

natu

re

Dis

cipl

ine:

Arc

hite

ctur

eIo

wa

Reg

istra

tion

Num

ber:

0374

8Li

cens

e R

enew

al D

ate:

Jun

e 30

, 201

6Sh

eets

cov

ered

by

this

sea

l: A0

1 - A

04D

ate

issu

ed: S

epte

mbe

r 15,

201

5

SEE SCHEDULE

1

1430

Loc

ust S

tree

t (PA

TIO

PLA

N)

Plus

39Ita

lian

JUR

ISD

ICTI

ON

City

of D

es M

oine

sPe

rmit

and

Dev

elop

men

t Cen

ter

Arm

ory

Build

ing

602

Rob

ert D

. Ray

Driv

eD

es M

oine

s, Io

wa

5030

9

(515

) 283

420

0C

onta

ct:

Phil

Del

afie

ld

Bui

ldin

g O

ffici

al A

dmin

istra

tor

(5

15) 2

83-4

239

pm

dela

field

@dm

gov.

org

OPEN'GNO.

PAIR

SIZ

E

WID

TH

DO

OR

DO

OR

TYP

E2

1/4"

= 1

'-0"

1

JAM

B

U.L. LABEL(MINS.)

HE

IGH

TT

HIC

K

TYPE

MAT'L

FIN

FIN

FR

AM

E

TYPE

MAT'L

HE

AD

DE

TA

ILS

HARD. GRP.

SIL

L

ERG

No.

037

48

I OW

A

RC

IS

T

PE

TE

GO

CH

E'

DE

REA

HTI

TCE

1/8"

= 1

'-0"

3FL

OO

R/P

ATIO

PLA

N

101

-3'

-0"

7'-0

"1-

1/2"

1G

LS-

-A

AL

AN

O-

--

A

north

* "

TH

IS D

OO

R T

O R

EM

AIN

UN

LOC

KE

D W

HE

N B

UIL

DIN

G O

CC

UP

IED

,"

DIS

PLA

YE

D O

N D

OO

R (

LET

TE

RS

TO

BE

1"

HIG

H P

ER

AN

SI 7

03.3

.5)

100

-3'

-0"

8'-0

"1-

1/2"

-M

TL

AN

O-

AM

TL

AN

O-

--

-

102

-3'

-0"

7'-0

"1-

1/2"

3G

LSP

NT

--

--

--

-T

BD

103

-3'

-0"

7'-0

"1-

1/2"

3G

LSP

NT

--

--

--

-T

BD

104

-3'

-0"

7'-0

"1-

1/2"

2W

DP

NT

-A

WD

PN

T-

--

B

105

-3'

-0"

7'-0

"1-

1/2"

2W

DP

NT

-A

WD

PN

T-

--

B

106

-3'

-0"

7'-0

"1-

1/2"

2A

LUM

BR

NZ

-A

ALU

MB

RN

Z-

--

B

107

-2'

-8"

7'-0

"1-

1/2"

2W

DP

NT

-A

WD

PN

T-

--

B

108

-4'

-0"

7'-0

"1-

1/2"

2W

DP

NT

-A

WD

PN

T-

--

B

109

-3'

-0"

7'-0

"1-

1/2"

2M

TL

PN

T-

BM

TL

PN

T-

--

-

B2

SE

ES

CH

ED

SEE SCHEDULE

SE

ES

CH

ED

SEE SCHEDULE

SEE SCHEDULE

SE

ES

CH

ED

Copyright c 2015 Goche' inclusions llc

Attribution of Credit

SE

ES

CH

ED

SEE SCHEDULE

3

CO

DE

SUM

MA

RY

CO

DE

REF

EREN

CE:

201

2 IN

TER

NA

TIO

NA

L B

UIL

DIN

G C

OD

E (IB

C)

USE

& O

CC

UPA

NC

Y C

LASS

IFIC

ATIO

N (C

hapt

er 3

): A

SSEM

BLY

GR

OU

P A

-2

TYPE

OF

CO

NST

RU

CTI

ON

(Sec

tion

602.

2): T

YPE

VB

AUTO

MAT

IC S

PRIN

KLER

SYS

TEM

(Sec

tion

903)

: FIR

E SP

RIN

KLE

R T

O B

EPR

OVI

DED

TOTA

L AR

EA:

3,

767

GSF

PATI

O

480

SF

R

OO

M

FLO

OR

O

CC

UPA

NT

O

CC

UPA

NT

DES

CR

IPTI

ON

LOAD

L

OAD

FAC

TOR

LOAD

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

_D

ININ

G R

OO

M

167

7 SF

15

112

CAN

TIN

A

3

52 S

F

1

5

24SE

RVI

CE

BAR

AR

EA

1

76 S

F

1

00

2KI

TCH

EN A

REA

8

13 S

F

2

00

5D

ELI

75

SF

30

3

PATI

O

48

0 SF

1

5

3

2__

____

____

____

____

____

____

____

____

____

____

____

____

____

____

___

OC

CU

PAN

T LO

AD

(TAB

LE 1

004.

1.1)

:

1

78

SEC

TIO

N 1

005.

1 EG

RES

S W

IDTH

THE

TOTA

L W

IDTH

OF

MEA

NS

OF

EGR

ESS

IN IN

CH

ES S

HAL

L N

OT

BE L

ESS

THAN

TH

E TO

TAL

OC

CU

PAN

T LO

AD S

ERVE

D B

Y TH

E M

EAN

S O

F EG

RES

SW

IDTH

MU

LTIP

LIED

BY

0.2

INC

HES

PER

OC

CU

PAN

T.17

8 O

CC

UPA

NTS

X 0

.2 IN

CH

ES =

35.

6 IN

CH

ES

MIN

IMU

M P

LUM

BIN

G F

ACIL

ITIE

S (S

ectio

n 29

02, T

able

290

2.1)

(A-2

) WAT

ER C

LOSE

TS 1

per

75

~ (17

8 2)/7

5 =

2 W

ATE

R C

LOSE

TS P

ER G

END

ER(A

-2) L

AVAT

OR

IES

1 pe

r 200

~ (17

8 2)/2

00 =

1 L

AVA

TOR

Y PE

R G

END

ER

3/16

" = 1

'-0"

NO

RTH

RU

NB2

3/16

" = 1

'-0"

SOU

TH R

UN

B3

3/16

" = 1

'-0"

EAST

RU

NB1

Locust St.

© 2019 Hubbell Commercial Brokers, L.C., d/b/a CBRE/Hubbell Commercial. This information has been obtained from sources believed reliable. We have not verified it and make no guarantee, warranty or representation about it. Any projections, opinions, assumptions or estimates used are for example only and do not represent the current or future performance of the property. You and your advisors should conduct a careful, independent investigation of the property to determine to your satisfaction the suitability of the property for your needs. Photos herein are the property of their respective owners and use of these images without the express written consent of the owner is prohibited.

FOR LEASELOCUST PLAZA

CONTACT US

TURNKEY RESTAURANT|OFFICE|RETAIL SPACE1430 LOCUST STREET

DES MOINES, IA 50309

Exile Brewing

Co. 1440 WalnutApartments

Hubbell Tower

Whiteline Lofts

Metro Lofts

Vine Street LoftsPappajohn Sculpture Park

Blank Childrens Hospital

Methodist Hospital

Des Moines Public Library

Microsoft

Principal Financial

GRAND AVENUE

LOCUST STREETAmericana

Flynn Wright

MLK PARKWAY

INGERSOLL AVENUE

Nationwide

Downtown Daytime Population - 77,000

Grand Avenue Traffic Counts - 17,100 VPD

Locust Street Traffic Counts - 13,100 VPD

1430

ADDITIONAL ADDITIONAL PARKINGPARKING

PARKINGPARKING

PARKINGPARKINGGARAGEGARAGE

LOCUST STREET

WALNUT STREET

13TH

STREET

MULBERRY STREET

1420

MeredithCorp

1440 Lofts

Company Employees

Nationwide 4,438

Principal 6,131

Wellmark 1,707

Iowa Methodist/Blank Childrens Hospital

3,740

GatewayLofts

Krause Gateway Center

Wellmark

LOCUSTPLAZA

LISTING# 92232

TYLER DINGEL, CCIMSenior Vice President+1 515 221 6662tyler.dingel@cbre-hubbell.com

AJDIN NADAREVICVice President+1 515 221 6684ajdin.nadarevic@cbre-hubbell.com

BLAKE BOGENRIEFSales Associate+1 515 323 3100blake.bogenrief@cbre-hubbell.com