HomeMy WebLinkAbout2026-04-06 I10A-B Kettlestone Lakes Commercial Phase 2_Final Plat, Site Plan AGENDA ITEM:
CITY OF WAUKEE, IOWA
CITY COUNCIL MEETING COMMUNICATION
MEETING DATE: April 6, 2026
AGENDA ITEM: Consideration of approval of resolution approving a final plat for Kettlestone
Lakes Commercial Plat 2 and a site plan Kettlestone Lakes Commercial Phase
2
FORMAT: Resolutions
SYNOPSIS INCLUDING PRO & CON: The applicant is requesting approval of a final plat and site
plan for a commercial development. The property is located north of Interstate
80 and west of Grand Prairie Parkway, containing 2.55-acres. The property is
zoned K-RR, Kettlestone Retail Regional District.
The project is the second phase of the Kettlestone Lakes Commercial
development. The project includes the construction of a single-story, multi-
tenant commercial building. The site plan shows 11 tenant spaces. The
building is 20,672 square feet in area and 28-feet in height. An outdoor patio
space is shown at the northeast corner of the building and a drive-through is
proposed at the south side of the building. Tenants are unknown at this time,
but the applicant anticipates a mix of retail and restaurant uses.
A trash enclosure is shown at the west side of the site and a bicycle rack is
shown just to the east of the building.
The final plat includes one lot. The final plat also includes ingress/egress
easements to provide access throughout the development.
Two accesses will be provided into the site from the north. A total of 164
parking spaces are required, they are providing the 164 required spaces,
including 6 accessible stalls.
A ten-foot-wide trail exists along Grand Prairie Parkway, adjacent to the site.
A five-foot-wide sidewalk will be constructed along SE Obsidian Drive at the
north side of the site. Pedestrian access will be provided into the site from the
sidewalk along the north. Public utilities are provided to the site. Storm water
detention will be provided with the large regional pond located to the west,
within Kettlestone Lakes Plat 1.
A minimum of 20% of the site is required to be open space, they are providing
25%. They are providing the required amount of plantings.
The building elevations will be similar to the building elevations within Phase
1, the materials include brick, stucco, and storefront system. The trash
enclosure will be constructed of brick to match the building.
FISCAL IMPACT INCLUDING COST/BENEFIT ANALYSIS:
I10A-B
COMMISSION/BOARD/COMMITTEE COMMENT: The Planning and Zoning Commission
reviewed the final plat and site plan request at their meeting on March
10, 2026, and recommended approval:
Approval of a Final Plat for Kettlestone Lakes Commercial Plat 2 and a Site Plan for Kettlestone
Lakes Commercial Phase 2 (3470 Grand Prairie Parkway)
Melissa DeBoer, Planning Coordinator, introduced the request for approval of a final plat and site plan
for a commercial development, as requested by Kettlestone Lakes Retail LLC, City of Waukee, and
Accurate Land Development, represented by Jarey Murray of Civil Design Advantage.
The property is located north of Interstate 80 and west of Grand Prairie Parkway, containing
approximately 2.55 acres. The subject property is located within the Kettlestone Corridor and includes
2.25-acres. The property is vacant, undeveloped land. The first phase of Kettlestone Lakes
Commercial just to the north of the subject property is underway and almost complete. This project
includes the second phase of the Kettlestone Lakes Commercial development.
The project includes the construction of a single-story, multi-tenant commercial building. The site plan
shows 11 tenant spaces within the building. The building is proposed to be 20,672 square feet in area
and 28-feet in height. An outdoor patio space is proposed at the northeast corner of the building and a
drive-through is proposed at the south side of the building. Tenants are unknown at this time, but the
applicant is planning for a mix of retail and restaurant uses. The site plan includes a trash enclosure
located at the west side of the site and a bicycle rack located just to the east of the building. The final
plat identifies one lot. Lot 1 is 2.55-acres in area. The final plat also includes ingress/egress easements
to provide access throughout the development.
Two accesses will be provided into the site from the north, from the public street adjacent to the
property (SE Obsidian Drive). SE Obsidian Drive is a right-in/right-out at Grand Prairie Parkway. The
first phase of the development, located to the north, includes ingress/egress easements to provide
access through the site out to SE Kettlestone Boulevard, which includes a full, signaled access at
Grand Prairie Parkway. A total of 164 parking spaces are required for the proposed project and a total
of 164 spaces are provided, including 6 accessible parking stalls. The site plan also shows bicycle
parking being provided in accordance with the Kettlestone Design Guidelines.
A ten-foot-wide trail exists along Grand Prairie Parkway at the east side of the site. A five-foot-wide
sidewalk will be constructed along SE Obsidian Drive at the north side of the site. Pedestrian access
will be provided onto the site from the sidewalk along SE Obsidian Drive. Private sidewalks are shown
interior to the site to provide pedestrian access around the building.
Public utilities are provided to the site. Storm water detention will be provided with the pond located
within the Kettlestone Lakes Plat 1 development, located to the west of the subject property. The pond
will be privately owned and maintained. A minimum of 20% of the project area is required to be open
space. The total amount of open space proposed with the site plan is 25%. Plantings are being provided
throughout the site in compliance with the Landscape & Open Space Ordinance and the Kettlestone
Design Guidelines.
The elevations of the building are proposed to be constructed of brick, stucco, and storefront system.
The trash enclosure is proposed to be constructed of brick to match the building. Elevations of the
proposed building and trash enclosure have been provided for review. A photometric plan for the site
lighting has been submitted and complies with the requirements of the Site Plan Ordinance and the
Kettlestone Design Guidelines. Several parking lot light fixtures are proposed as well as recessed,
downlighting on the exterior of the building.
All proposed easements have been indicated on the final plat. A private sanitary sewer easement is
provided. Public ingress/egress easements are provided for access across the site. There are no
parkland dedication requirements for commercial development. The subject property is within the
Kettlestone Corridor and was included within the 2015 master plan for the corridor. The land uses
shown within the Kettlestone Master Plan for the subject property are Retail Regional. The proposed
project is consistent with the Kettlestone Master Plan.
The proposed final plat and site plan are in general conformance with the Zoning Ordinance,
Subdivision Ordinance, Site Plan Ordinance, Kettlestone Master Plan, and Kettlestone Design
Guidelines. Staff recommends approval subject to any remaining staff comments and review of the
legal documents.
Discussion as follows:
• General discussion of patio space and drive through locations
Motion by Commissioner Lohse for Approval of a Final Plat for Kettlestone Lakes Commercial Plat 2,
seconded by Commissioner Bankole. Ayes: Broderick, Bankole, Beenken, Lohse, and Bannister.
Nays: None. Motion carried.
Motion by Commissioner Broderick for Approval of a Site Plan for Kettlestone Lakes Commercial
Phase 2 (3470 Grand Prairie Parkway), seconded by Commissioner Bannister. Ayes: Broderick,
Bankole, Beenken, Lohse, and Bannister. Nays: None. Motion carried.
RECOMMENDATION: Approve the resolutions
ATTACHMENTS: I. Proposed Resolutions
II. Staff Report
III. Site Plan
IV. Final Plat
V. Building Elevations
PREPARED BY: Melissa DeBoer, Planning Coordinator
REVIEWED BY:
PUBLIC NOTICE INFORMATION –
NAME OF PUBLICATION:
DATE OF PUBLICATION:
THE CITY OF WAUKEE, IOWA
RESOLUTION 2026-
APPROVING THE FINAL PLAT FOR KETTLESTONE LAKES COMMERCIAL PLAT 2
IN THE NAME AND BY THE AUTHORITY OF THE CITY OF WAUKEE, IOWA
WHEREAS, the City of Waukee, Dallas County, State of Iowa, is a duly organized Municipal Organization;
AND,
WHEREAS, KETTLESTONE LAKES, LLC, has requested final plat approval of Kettlestone Lakes
Commercial Plat 2 (the “Plat”); AND,
WHEREAS, the City of Waukee Planning and Zoning Commission recommended approval of the Plat on
March 10, 2026, subject to remaining staff comments and review of the legal documents; AND,
WHEREAS, the Final Plat for Kettlestone Lakes Commercial Plat 2 and the documents relating thereto will
comply with Section §176 – Subdivision Regulations of the Waukee Municipal Code.
NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Waukee, Iowa on this 6th day of
April, 2026, that the Final Plat for Kettlestone Lakes Commercial Plat 2 be and the same is hereby accepted and
approved by the City Council of the City of Waukee.
BE IT FURTHER RESOLVED that the City of Waukee does hereby accept the following easements and
documents to be filed with the Plat:
1. Public Ingress/Egress Easement; and
2. Electric Easement
____________________________
Courtney Clarke, Mayor
Attest:
___________________________________
Rebecca D. Schuett, City Clerk
RESULTS OF VOTE: AYE NAY ABSENT ABSTAIN
Kala Anderson
Chris Crone
Rob Grove
Lori Lyon
Anna Bergman Pierce
THE CITY OF WAUKEE, IOWA
RESOLUTION 2026-
APPROVING THE SITE PLAN FOR KETTLESTONE LAKES COMMERCIAL PHASE 2
(3470 GRAND PRAIRIE PARKWAY)
IN THE NAME AND BY THE AUTHORITY OF THE CITY OF WAUKEE, IOWA
WHEREAS, the City of Waukee, Dallas County, State of Iowa, is a duly organized Municipal
Organization; AND,
WHEREAS, the City of Waukee Planning and Zoning Commission recommended approval of
the Site Plan for Kettlestone Lakes Commercial Phase 2, subject to remaining staff comments on
March 10, 2026; AND,
WHEREAS, the Site Plan for Kettlestone Lakes Commercial Phase 2 is in general conformance
with §160 – Site and Building Development Standards Ordinance of the Waukee Municipal
Code; AND,
WHEREAS, the Site Plan for Kettlestone Lakes Commercial Phase 2 is in general conformance
with §161 – Landscaping and Open Space Ordinance of the Waukee Municipal Code; AND,
NOW THEREFORE BE IT RESOLVED by the City Council of the City of Waukee, Iowa on
this 6th day of April, 2026, that the Site Plan for Kettlestone Lakes Commercial Phase 2 is
approved.
____________________________
Courtney Clarke, Mayor
Attest:
___________________________________
Rebecca D. Schuett, City Clerk
RESULTS OF VOTE: AYE NAY ABSENT ABSTAIN
Kala Anderson
Chris Crone
Rob Grove
Lori Lyon
Anna Bergman Pierce
PLANNING AND ZONING COMMISSION STAFF REPORT
PROJECT: Kettlestone Lakes Commercial Plat 2
– Final Plat / Kettlestone Lakes
Commercial Phase 2 – Site Plan
PREPARED BY: Melissa DeBoer, AICP – Planning
Coordinator
REPORT DATE: March 6, 2026
MEETING DATE: March 10, 2026
GENERAL INFORMATION
Owner: Kettlestone Lakes Retail LLC and City of Waukee
Applicant: Accurate Land Development
Owner’s Representative: Jared Murray, PE with Civil Design Advantage
Request: The applicant is requesting approval of a final plat
and site plan for a commercial development.
Location and Size: Property is located north of Interstate 80 and west of
Grand Prairie Parkway, containing approximately
2.55-acres.
AREA MAP
ABOVE: Aerial of subject property (outlined in BLUE) in relation to the surrounding area.
March 6, 2026
2 of 3
LAND USES AND ZONING
Location Existing Land Use Kettlestone Master Plan
/ Comprehensive Plan
Current Zoning
Property in
Question
Vacant – Undeveloped Retail Regional K-RR (Kettlestone Retail Regional
District)
North Commercial (Kettlestone
Lakes Commercial Plat 1)
Retail Regional K-RR (Kettlestone Retail Regional
District)
South Vacant – Undeveloped /
Interstate 80
Conservation and
Open Space
A-1 (Agricultural District)
East Commercial (Fleet Farm &
Fleet Farm Gas Mart)
Retail Regional K-RR (Kettlestone Retail Regional
District)
West Vacant – Undeveloped Retail Regional K-RR (Kettlestone Retail Regional
District)
BACKGROUND
The subject property is located within the Kettlestone Corridor and includes 2.25-acres. The property is
vacant, undeveloped land. The first phase of Kettlestone Lakes Commercial just to the north of the subject
property is underway and almost complete. This project includes the second phase of the Kettlestone Lakes
Commercial development.
PROJECT DESCRIPTION
The project includes the construction of a single-story, multi-tenant commercial building. The site plan shows
11 tenant spaces within the building. The building is proposed to be 20,672 square feet in area and 28-feet in
height. An outdoor patio space is proposed at the northeast corner of the building and a drive-through is
proposed at the south side of the building. Tenants are unknown at this time, but the applicant is planning for
a mix of retail and restaurant uses.
The site plan includes a trash enclosure located at the west side of the site and a bicycle rack located just to
the east of the building.
The final plat identifies one lot. Lot 1 is 2.55-acres in area. The final plat also includes ingress/egress easements
to provide access throughout the development.
ACCESS AND PARKING
Two accesses will be provided into the site from the north, off of the public street adjacent to the property
(SE Obsidian Drive). SE Obsidian Drive is a right-in/right-out at Grand Prairie Parkway. The first phase of the
development, located to the north, includes ingress/egress easements in order to provide access through the
site out to SE Kettlestone Boulevard, which includes a full, signaled access at Grand Prairie Parkway.
A total of 164 parking spaces are required for the proposed project and a total of 164 spaces are provided,
including 6 accessible parking stalls. The site plan also shows bicycle parking being provided in accordance with
the Kettlestone Design Guidelines.
SIDEWALKS/TRAILS
A ten-foot-wide trail exists along Grand Prairie Parkway at the east side of the site. A five-foot-wide sidewalk
will be constructed along SE Obsidian Drive at the north side of the site. Pedestrian access will be provided
March 6, 2026
3 of 3
into the site from the sidewalk along SE Obsidian Drive. Private sidewalks are shown interior to the site in
order to provide pedestrian access around the building.
UTILITIES
Public utilities are provided to the site. Storm water detention will be provided with the pond located within
the Kettlestone Lakes Plat 1 development, located to the west of the subject property. The pond will be
privately owned and maintained.
LANDSCAPING & OPEN SPACE
A minimum of 20% of the project area is required to be open space. The total amount of open space
proposed with the site plan is 25%. Plantings are being provided throughout the site in compliance with the
Landscape & Open Space Ordinance and the Kettlestone Design Guidelines.
ELEVATIONS
The elevations of the building are proposed to be constructed of brick, stucco, and storefront system. The
trash enclosure is proposed to be constructed of brick to match the building. Elevations of the proposed
building and trash enclosure have been provided for review.
LIGHTING PLAN
A photometric plan for the site lighting has been submitted and complies with the requirements of the Site Plan
Ordinance and the Kettlestone Design Guidelines. Several parking lot light fixtures are proposed as well as
recessed, downlighting on the exterior of the building.
EASEMENTS
All proposed easements have been indicated on the final plat. A private sanitary sewer easement is provided.
Public ingress/egress easements are provided for access across the site.
PARKLAND DEDICATION
There are no parkland dedication requirements for commercial development.
COMPREHENSIVE PLAN
The subject property is within the Kettlestone Corridor and was included within the 2015 master plan for the
corridor. The land uses shown within the Kettlestone Master Plan for the subject property are Retail Regional.
The proposed project is consistent with the Kettlestone Master Plan.
STAFF RECOMMENDATION
The proposed final plat and site plan are in general conformance with the Zoning Ordinance, Subdivision
Ordinance, Site Plan Ordinance, Kettlestone Master Plan, and Kettlestone Design Guidelines. Staff
recommends approval subject to any remaining staff comments and review of the legal documents.
KETTLESTONE LAKES COMMERCIAL PHASE 2
4121 NW URBANDALE DRIVE, URBANDALE, IOWA 50322
PH: (515) 369-4400 Fax: (515) 369-4410
CIVIL DESIGN ADVANTAGE
UTILITY WARNING
CONSTRUCTION SCHEDULE
DEVELOPMENT SUMMARY
SUBMITTAL DATES
SURVEYOR
ZONING
INDEX OF SHEETSVICINITY MAP GENERAL LEGEND
ENGINEER
LEGAL DESCRIPTION
DATE OF SURVEY
BENCHMARK
SITE PLAN FOR:
WAUKEE, IOWA
l l l l l l l
www.iowaonecall.com
1-800-292-8989
ONE CALL
IOWA
ONE CALL
Know what's
before you dig.
below.
Call
NOTES
KETTLESTONE LAKES COMMERCIAL PHASE 2
WAUKEE, IOWA
C1.0
PROJECT SITE ADDRESS
ASHWORTH ROAD
I-80
GR
A
N
D
PR
A
I
R
I
E
CITY OF WAUKEE
CORPORATE LIMITS
OWNER
APPLICANT
SITE
CI
V
I
L
D
E
S
I
G
N
A
D
V
A
N
T
A
G
E
2509.736
EN
G
I
N
E
E
R
:
J
M
M
TE
C
H
:
J
D
S
RE
V
I
S
I
O
N
S
DA
T
E
WA
U
K
E
E
,
I
O
W
A
1S
T
S
U
B
M
I
T
T
A
L
12
/
3
1
/
2
0
2
5
PH
O
N
E
:
(
5
1
5
)
3
6
9
-
4
4
0
0
41
2
1
N
W
U
R
B
A
N
D
A
L
E
D
R
I
V
E
UR
B
A
N
D
A
L
E
,
I
A
5
0
3
2
2
KE
T
T
L
E
S
T
O
N
E
L
A
K
E
S
C
O
M
M
E
R
C
I
A
L
PH
A
S
E
2
2N
D
S
U
B
M
I
T
T
A
L
02
/
0
2
/
2
0
2
6
3R
D
S
U
B
M
I
T
T
A
L
02
/
1
6
/
2
0
2
6
4T
H
S
U
B
M
I
T
T
A
L
03
/
0
6
/
2
0
2
6
FI
N
A
L
S
U
B
M
I
T
T
A
L
03
/
2
0
/
2
0
2
6
C2.0
DE
T
A
I
L
S
CLASS 'A' 6" INTEGRAL
CURB AND SIDEWALK
12" SUBGRADE PREPARATION
INTEGRAL 6"
STANDARD CURB
TYPICAL SIGN POST
DETECTABLE WARNING DETAILHYDRANT ASSEMBLY DETAILHYDRANT ASSEMBLY DETAILSW-203 SANITARY CLEANOUT
CURB RAMP FOR
CLASS B OR C SIDEWALK
°
SANITARY SEWER SERVICE RISERBIKE RACK
BUILDING #1
1-STORY
11 SUITES
KETT
L
E
S
T
O
N
E
L
A
K
E
S
,
L
L
C
SEC 9
-
7
8
-
2
6
ZONI
N
G
:
K
-
R
R
(KET
T
L
E
S
T
O
N
E
R
E
G
I
O
N
A
L
RETA
I
L
D
I
S
T
R
I
C
T
)
SE OBSIDIAN DRIVE
GR
A
N
D
P
R
A
I
R
I
E
P
A
R
K
W
A
Y
KETT
L
E
S
T
O
N
E
L
A
K
E
S
,
L
L
C
SEC 9
-
7
8
-
2
6
ZONI
N
G
:
K
-
R
R
(KET
T
L
E
S
T
O
N
E
R
E
G
I
O
N
A
L
RETA
I
L
D
I
S
T
R
I
C
T
)
CI
V
I
L
D
E
S
I
G
N
A
D
V
A
N
T
A
G
E
2509.736
EN
G
I
N
E
E
R
:
J
M
M
TE
C
H
:
J
D
S
RE
V
I
S
I
O
N
S
DA
T
E
WA
U
K
E
E
,
I
O
W
A
1S
T
S
U
B
M
I
T
T
A
L
12
/
3
1
/
2
0
2
5
PH
O
N
E
:
(
5
1
5
)
3
6
9
-
4
4
0
0
41
2
1
N
W
U
R
B
A
N
D
A
L
E
D
R
I
V
E
UR
B
A
N
D
A
L
E
,
I
A
5
0
3
2
2
KE
T
T
L
E
S
T
O
N
E
L
A
K
E
S
C
O
M
M
E
R
C
I
A
L
PH
A
S
E
2
2N
D
S
U
B
M
I
T
T
A
L
02
/
0
2
/
2
0
2
6
3R
D
S
U
B
M
I
T
T
A
L
02
/
1
6
/
2
0
2
6
4T
H
S
U
B
M
I
T
T
A
L
03
/
0
6
/
2
0
2
6
FI
N
A
L
S
U
B
M
I
T
T
A
L
03
/
2
0
/
2
0
2
6
C3.0
OV
E
R
A
L
L
L
A
Y
O
U
T
A
N
D
H
Y
D
R
A
N
T
C
O
V
E
R
A
G
E
FIRE SAFETY CONSTRUCTION NOTE
MODULAR BLOCK WALL DETAIL
SAFETY RAIL DETAIL
SE OBSIDIAN DRIVE
SUITE 100
1,870 SF
GR
A
N
D
P
R
A
I
R
I
E
P
A
R
K
W
A
Y
SUITE 105
1,977 SF
SUITE 110
1,967 SF
SUITE 115
1,478 SF
SUITE 120
1,489 SF
SUITE 125
1,336 SF
SUITE 130
1,753 SF
SUITE 135
1,977 SF
SUITE 140
1,967 SF
SUITE 145
1,850 SF
SUITE 150
1,840 SF
CI
V
I
L
D
E
S
I
G
N
A
D
V
A
N
T
A
G
E
2509.736
EN
G
I
N
E
E
R
:
J
M
M
TE
C
H
:
J
D
S
RE
V
I
S
I
O
N
S
DA
T
E
WA
U
K
E
E
,
I
O
W
A
1S
T
S
U
B
M
I
T
T
A
L
12
/
3
1
/
2
0
2
5
PH
O
N
E
:
(
5
1
5
)
3
6
9
-
4
4
0
0
41
2
1
N
W
U
R
B
A
N
D
A
L
E
D
R
I
V
E
UR
B
A
N
D
A
L
E
,
I
A
5
0
3
2
2
KE
T
T
L
E
S
T
O
N
E
L
A
K
E
S
C
O
M
M
E
R
C
I
A
L
PH
A
S
E
2
2N
D
S
U
B
M
I
T
T
A
L
02
/
0
2
/
2
0
2
6
3R
D
S
U
B
M
I
T
T
A
L
02
/
1
6
/
2
0
2
6
4T
H
S
U
B
M
I
T
T
A
L
03
/
0
6
/
2
0
2
6
FI
N
A
L
S
U
B
M
I
T
T
A
L
03
/
2
0
/
2
0
2
6
C4.0
DI
M
E
N
S
I
O
N
P
L
A
N
TRAFFIC CONTROL NOTES
PAVEMENT THICKNESS
SIGN LEGEND
VAN
ACCESSIBLE
GENERAL NOTES
SE OBSIDIAN DRIVE
BUILDING #1
F.F.E.=1017.47
GR
A
N
D
P
R
A
I
R
I
E
P
A
R
K
W
A
Y
CI
V
I
L
D
E
S
I
G
N
A
D
V
A
N
T
A
G
E
2509.736
EN
G
I
N
E
E
R
:
J
M
M
TE
C
H
:
J
D
S
RE
V
I
S
I
O
N
S
DA
T
E
WA
U
K
E
E
,
I
O
W
A
1S
T
S
U
B
M
I
T
T
A
L
12
/
3
1
/
2
0
2
5
PH
O
N
E
:
(
5
1
5
)
3
6
9
-
4
4
0
0
41
2
1
N
W
U
R
B
A
N
D
A
L
E
D
R
I
V
E
UR
B
A
N
D
A
L
E
,
I
A
5
0
3
2
2
KE
T
T
L
E
S
T
O
N
E
L
A
K
E
S
C
O
M
M
E
R
C
I
A
L
PH
A
S
E
2
2N
D
S
U
B
M
I
T
T
A
L
02
/
0
2
/
2
0
2
6
3R
D
S
U
B
M
I
T
T
A
L
02
/
1
6
/
2
0
2
6
4T
H
S
U
B
M
I
T
T
A
L
03
/
0
6
/
2
0
2
6
FI
N
A
L
S
U
B
M
I
T
T
A
L
03
/
2
0
/
2
0
2
6
C5.0
GR
A
D
I
N
G
P
L
A
N
GRADING NOTES
AREA OF DISTURBANCE = 3.25 AC
CI
V
I
L
D
E
S
I
G
N
A
D
V
A
N
T
A
G
E
2509.736
EN
G
I
N
E
E
R
:
J
M
M
TE
C
H
:
J
D
S
RE
V
I
S
I
O
N
S
DA
T
E
WA
U
K
E
E
,
I
O
W
A
1S
T
S
U
B
M
I
T
T
A
L
12
/
3
1
/
2
0
2
5
PH
O
N
E
:
(
5
1
5
)
3
6
9
-
4
4
0
0
41
2
1
N
W
U
R
B
A
N
D
A
L
E
D
R
I
V
E
UR
B
A
N
D
A
L
E
,
I
A
5
0
3
2
2
KE
T
T
L
E
S
T
O
N
E
L
A
K
E
S
C
O
M
M
E
R
C
I
A
L
PH
A
S
E
2
2N
D
S
U
B
M
I
T
T
A
L
02
/
0
2
/
2
0
2
6
3R
D
S
U
B
M
I
T
T
A
L
02
/
1
6
/
2
0
2
6
4T
H
S
U
B
M
I
T
T
A
L
03
/
0
6
/
2
0
2
6
FI
N
A
L
S
U
B
M
I
T
T
A
L
03
/
2
0
/
2
0
2
6
C5.1
GR
A
D
I
N
G
P
L
A
N
DETAIL 'A'DETAIL 'B'
DETAIL 'C'DETAIL 'D'DETAIL 'D'
R
GR
A
N
D
P
R
A
I
R
I
E
P
K
W
Y
l
l
l
l
l
l
l
l
l
SE OBSIDIAN DRIVE
l
l
l
l
l
l
l
l
l l l l l l l l
l
l
l
l
llllll
lllll
l
l
l
l
ll
l l
l l
l l
l l
ll
l
l l
l
l
l
l l l l l l l l l
l l l l l l l l l l l l l
l
l
l
l
l
l
l
l
l
llllll
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
llllll
l
l
l
l
l
DA #1
3.25 AC
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
ll
llllll
EROSION AND SEDIMENT CONTROL PLAN
R
TSB #
l l l l
TST #
SWPPP LEGEND
KETTLESTONE LAKES COMMERCIAL PHASE 2KETTLESTONE LAKES COMMERCIAL PHASE 2
DISCHARGE POINT SUMMARY
STABILIZATION QUANTITIES
NOTES:VICINITY MAP
WAUKEE, IOWA
ASHWORTH ROAD
I-80
GR
A
N
D
PR
A
I
R
I
E
PK
W
Y
CITY OF WAUKEE
CORPORATE LIMITS
SITE
C6.0
CI
V
I
L
D
E
S
I
G
N
A
D
V
A
N
T
A
G
E
2509.736
EN
G
I
N
E
E
R
:
J
M
M
TE
C
H
:
J
D
S
RE
V
I
S
I
O
N
S
DA
T
E
WA
U
K
E
E
,
I
O
W
A
1S
T
S
U
B
M
I
T
T
A
L
12
/
3
1
/
2
0
2
5
PH
O
N
E
:
(
5
1
5
)
3
6
9
-
4
4
0
0
41
2
1
N
W
U
R
B
A
N
D
A
L
E
D
R
I
V
E
UR
B
A
N
D
A
L
E
,
I
A
5
0
3
2
2
KE
T
T
L
E
S
T
O
N
E
L
A
K
E
S
C
O
M
M
E
R
C
I
A
L
PH
A
S
E
2
2N
D
S
U
B
M
I
T
T
A
L
02
/
0
2
/
2
0
2
6
3R
D
S
U
B
M
I
T
T
A
L
02
/
1
6
/
2
0
2
6
4T
H
S
U
B
M
I
T
T
A
L
03
/
0
6
/
2
0
2
6
FI
N
A
L
S
U
B
M
I
T
T
A
L
03
/
2
0
/
2
0
2
6
ER
O
S
I
O
N
A
N
D
S
E
D
I
M
E
N
T
C
O
N
T
R
O
L
P
L
A
N
BUILDING #1
1-STORY
11 SUITES
FFE=1017.47
GR
A
N
D
P
R
A
I
R
I
E
P
A
R
K
W
A
Y
SE OBSIDIAN DRIVE
CI
V
I
L
D
E
S
I
G
N
A
D
V
A
N
T
A
G
E
2509.736
EN
G
I
N
E
E
R
:
J
M
M
TE
C
H
:
J
D
S
RE
V
I
S
I
O
N
S
DA
T
E
WA
U
K
E
E
,
I
O
W
A
1S
T
S
U
B
M
I
T
T
A
L
12
/
3
1
/
2
0
2
5
PH
O
N
E
:
(
5
1
5
)
3
6
9
-
4
4
0
0
41
2
1
N
W
U
R
B
A
N
D
A
L
E
D
R
I
V
E
UR
B
A
N
D
A
L
E
,
I
A
5
0
3
2
2
KE
T
T
L
E
S
T
O
N
E
L
A
K
E
S
C
O
M
M
E
R
C
I
A
L
PH
A
S
E
2
2N
D
S
U
B
M
I
T
T
A
L
02
/
0
2
/
2
0
2
6
3R
D
S
U
B
M
I
T
T
A
L
02
/
1
6
/
2
0
2
6
4T
H
S
U
B
M
I
T
T
A
L
03
/
0
6
/
2
0
2
6
FI
N
A
L
S
U
B
M
I
T
T
A
L
03
/
2
0
/
2
0
2
6
C7.0
UT
I
L
I
T
Y
P
L
A
N
UTILITY NOTES
GR
A
N
D
P
R
A
I
R
I
E
P
A
R
K
W
A
Y
SE OBSIDIAN DRIVE
CODE QTY COMMON NAME BOTANICAL NAME CONDITION AND SIZE
OVERSTORY TREES
®
ORNAMENTAL TREES
®
SHRUBS
®
PLANT SCHEDULE OPEN SPACE
CODE QTY COMMON NAME BOTANICAL NAME CONDITION AND SIZE
OVERSTORY TREES
®
EVERGREEN TREES
SHRUBS
PLANT SCHEDULE PARKING SETBACK AREA
CI
V
I
L
D
E
S
I
G
N
A
D
V
A
N
T
A
G
E
2509.736
EN
G
I
N
E
E
R
:
J
M
M
TE
C
H
:
J
D
S
RE
V
I
S
I
O
N
S
DA
T
E
WA
U
K
E
E
,
I
O
W
A
1S
T
S
U
B
M
I
T
T
A
L
12
/
3
1
/
2
0
2
5
PH
O
N
E
:
(
5
1
5
)
3
6
9
-
4
4
0
0
41
2
1
N
W
U
R
B
A
N
D
A
L
E
D
R
I
V
E
UR
B
A
N
D
A
L
E
,
I
A
5
0
3
2
2
KE
T
T
L
E
S
T
O
N
E
L
A
K
E
S
C
O
M
M
E
R
C
I
A
L
PH
A
S
E
2
2N
D
S
U
B
M
I
T
T
A
L
02
/
0
2
/
2
0
2
6
3R
D
S
U
B
M
I
T
T
A
L
02
/
1
6
/
2
0
2
6
4T
H
S
U
B
M
I
T
T
A
L
03
/
0
6
/
2
0
2
6
FI
N
A
L
S
U
B
M
I
T
T
A
L
03
/
2
0
/
2
0
2
6
L1.0
LA
N
D
S
C
A
P
E
P
L
A
N
·
·
·
LANDSCAPE NOTES
OPEN SPACE REQUIREMENTS STREET TREE REQUIREMENTS
PARKING SETBACK AREA
GR
A
N
D
P
R
A
I
R
I
E
P
A
R
K
W
A
Y
SE OBSIDIAN DRIVE
LOT 1
N87°38'22"E 345.46'(M&R)
N0
2
°
2
1
'
3
8
"
W
3
7
4
.
0
0
'
(
M
&
R
)
S87°38'22"W 208.16'(M&R)
S2
8
°
4
7
'
3
7
"
W
1
2
3
.
1
5
'
(
M
&
R
)
S00°26'27"W 42.98'(M&R)
S77°25'23"W 51.30'(M&R)
Δ=2°21'24"
L=200.39'
R=4872.00'
CH=200.38'
CHB=S01°03'58"E
(M&R)
S87°45'20"W 39.93'(M&R)
Δ=69°44'23"
L=30.43'
R=25.00'
CH=28.59'
CHB=N57°29'26"W
(M&R)
INTERSTAT
E
8
0
KETTLESTONE LAKES COMMERCIAL PLAT 2
FINAL PLAT
ENGINEER / SURVEYOR
CI
V
I
L
D
E
S
I
G
N
A
D
V
A
N
T
A
G
E
2509.736
EN
G
I
N
E
E
R
:
TE
C
H
:
RE
V
I
S
I
O
N
S
DA
T
E
WA
U
K
E
E
,
I
O
W
A
1
1S
T
S
U
B
M
I
T
T
A
L
02
/
0
2
/
2
6
PH
O
N
E
:
(
5
1
5
)
3
6
9
-
4
4
0
0
41
2
1
N
W
U
R
B
A
N
D
A
L
E
D
R
I
V
E
UR
B
A
N
D
A
L
E
,
I
A
5
0
3
2
2
RE
V
I
E
W
:
KE
T
T
L
E
S
T
O
N
E
L
A
K
E
S
CO
M
M
E
R
C
I
A
L
P
L
A
T
2
FI
N
A
L
P
L
A
T
2N
D
S
U
B
M
I
T
T
A
L
02
/
1
6
/
2
6
FI
N
A
L
S
U
B
M
I
T
T
A
L
03
/
0
6
/
2
6
1
LEGEND
NOTES
INDEX LEGEND
BULK REGULATIONS
ZONING
VICINITY MAP
PLAT DESCRIPTION
WAUKEE, IOWA
ASHWORTH ROAD
I-80
GR
A
N
D
PR
A
I
R
I
E
CITY OF WAUKEE
CORPORATE LIMITS
SITE
DEVELOPER
DATE OF SURVEY
OWNERS
EXTERIOR MATERIALS LEGEND
CAST STONE: 4" DEPTH
MANUFACTURER:
COLOR:
STUCCO: A
MANUFACTURER: DRYVIT
COLOR: MATCH SW 7532 URBAN PUTTY
COMPOSITE DECKING BOARD:
MANUFACTURER: TREX
COLOR: SELECT SADDLE
BRICK A: MODULAR FULL DEPTH
MANUFACTURER: INTERSTATE BRICK
COLOR: ASH
BRICK B: MODULAR FULL DEPTH
MANUFACTURER: ENDICOTT
COLOR: MANGANESE BROWN VELOUR
STUCCO: B
MANUFACTURER: DRYVIT
COLOR: MATCH SW 7675 SEALSKIN
MORTAR FOR BRICK A
MANUFACTURER: SPEC MIX
COLOR: PRISM P2620 CAMEL
MORTAR FOR BRICK B
MANUFACTURER: SOLOMON & COLOR
COLOR: SGC 85A DK CHOCOLATE
1. ARCHITECTURAL 100' -0" = SURVEY xxx & xxx -SEE CIVIL
2. DO NOT SCALE DRAWINGS. DRAWN DIMENSIONS SHALL TAKE PRECEDENCE.
NOTIFY THE ARCHITECT OF ANY DISCREPANCIES IMMEDIATELY.
3. REFER TO DOOR AND WINDOW SCHEDULES FOR MORE INFORMATION.
4. SEE CIVIL DRAWINGS FOR DRAINAGE REQUIREMENTS.
5. GRADE SOIL AWAY FROM BUILDING TO DRAIN. SEE CIVIL AND LANDSCAPE
DRAWINGS FOR MORE INFORMATION.
6.EXTERIOR LIGHTING FIXTURE ARE SHOWN FOR REFERENCE. CONTRACTOR TO
COORDINATE POWER WITH ELECTRICAL ENGINEER AND QUANTITIES WITH
VENDOR.
7.EXTERIOR SIGNAGE IS SHOWN FOR REFERENCE ONLY. CONTRACTOR SHALL
COORDINATE SIGNAGE WITH EACH INDIVIDUAL TENANT AND APPLY FOR
SIGNAGE PERMIT ON EACH INSTANCE.
ELEVATION GENERAL NOTES
A201
2A201
3
LEVEL 1
100'-0"
12 10 8 7
T.O.P. 2
121'-0"
T.O.P. 1
128'-0"
9
T.O.P. 4
128'-0"
STUCCCO B STUCCCO B
PRE- FINISHED METAL CAP
OVER STUCCO CORNICE
DECORATIVE BRACKET
BRICK B-MODULAR
BRICK B-MODULAR
PRE- FINISHED METAL CAP
OVER STUCCO CORNICE
DECORATIVE BRACKET
A203
8
PRE-MANUFACTURED METAL
FRAMED CANOPY
PRE-MANUFACTURED METAL
FRAMED CANOPY
1
A303
2
A303
BRICK B-SOLDIER COURSE
T.O.P. 5
124'-0"
T.O.P. 5
124'-0"
STUCCCO B
3'-10"19'-10"3'-10"
11
2'-0"2'-0"EQ EQ EQ EQ
PRE- FINISHED METAL CAP
OVER STUCCO CORNICE
S02S04
STUCCO A
STUCCO A
BRICK B-MODULAR
S01107108S01109110S03
3'-8"3'-8"
A203
5
Sim
BRICK B-MODULAR
BRICK B-SOLDIER COURSE
PRE-FINISHED METAL CAP
BRICK A-MODULAR
DECORATIVE BRACKET
PRE-MANUFACTURED METAL
FRAMED CANOPY
BRICK B-MODULAR
24" CAST STONE BASE BRICK A-SOLDIER COURSE
BRICK A-SOLDIER COURSE
S06
LEVEL 1
100'-0"
LEVEL 1
100'-0"
7
T.O.P. 2
121'-0"
6 3 2 1
T.O.P. 4
128'-0"
4
5
STUCCCO B
32" CAST STONE BASE
STUCCCO B
1
A301
2
A302
T.O.P. -3
126'-0"
S02
S05
102
105
2
A301
1
A302
T.O.P. 5
124'-0"
STUCCO A
EQ EQ EQ EQ EQ
STUCCO ASTUCCO A
STUCCCO B
BRICK A-MODULAR
S03S04S04
A203
5
5'
-
0
"
5'
-
0
"
6"
1'
-
0
"
12
'
-
6
"
101103104106S03 S01S01
PRE- FINISHED METAL CAP
OVER STUCCO CORNICE
DECORATIVE BRACKET
PRE-MANUFACTURED METAL
FRAMED CANOPY
BRICK B-MODULAR
PRE- FINISHED METAL CAP
OVER STUCCO CORNICE
ALUMINUM STOREFRONT
SYSTEM W/ INSULATED
GLAZING
BRICK B-SOLDIER COURSE
PRE-FINISHED METAL CAP
BRICK A-SOLDIER COURSE
BRICK B-MODULAR
BRICK B-SOLDIER COURSE
32" CAST STONE BASE
PRE- FINISHED METAL CAP
OVER STUCCO CORNICE A203
7
BUILDING MATERIAL BREAKDOWN SCHEDULE
ELEVATION MASONRY STUCCO GLAZING/DOOR TOTAL WALL S.F.
EAST
SOUTH
WEST
NORTH
BLDG TOTAL
384 S.F.1,190 S.F.751 S.F.2,325 S.F.
%%%
2,148 S.F.1,679 S.F.6,164 S.F.
1,265 S.F.255 S.F.1,853 S.F.
7,177 S.F.5,758 S.F.3,620 S.F.16,555 S.F.
2,337 S.F.
2,574 S.F.1,302 S.F.6,213 S.F.2,337 S.F.
51.2 32.3 16.5
333 S.F.68.3 18 13.7
34.9 37.9 27.2
41.4 37.6 21
43.3 34.8 21.9
617 SW 3RD ST., STE 108
ANKENY, IOWA 50023
PHONE: (515) 965-5336
FAX: (515) 965-5335
info@imprintarchitects.com
PR
O
J
E
C
T
:
PR
E
L
I
M
I
N
A
R
Y
-
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
DATE:DRAWN
BY:
CHK'D
BY:
REVISED:
C:
\
U
s
e
r
s
\
c
r
o
d
r
i
g
u
e
z
\
O
n
e
D
r
i
v
e
-
I
m
p
r
i
n
t
A
r
c
h
i
t
e
c
t
s
\
D
oc
u
m
e
n
t
s
\
2
5
-
1
8
6
-
K
e
t
t
l
e
s
t
o
n
e
L
a
k
e
C
o
m
m
e
r
c
i
a
l
P
h
a
s
e
2
_c
r
i
s
t
i
n
a
4
Y
C
K
A
.
r
v
t
1/
2
2
/
2
0
2
6
1
0
:
2
4
:
2
7
A
M
A201
25-188
WA
U
K
E
E
,
I
A
31
5
0
G
R
A
N
D
P
R
A
I
R
I
E
P
A
R
K
W
A
Y
KE
T
T
L
E
S
T
O
N
E
L
A
K
E
S
C
O
M
M
E
R
C
I
A
L
P
H
A
S
E
2
EX
T
E
R
I
O
R
EL
E
V
A
T
I
O
N
S
01-15-26 CR JW
KEYNOTE LEGEND
KEY NOTE
02 BRICK A-MODULAR
03 BRICK B-MODULAR
05 BRICK A-SOLDIER COURSE
06 BRICK B-SOLDIER COURSE
09 24" CAST STONE BASE
10 32" CAST STONE BASE
17 PRE-MANUFACTURED METAL FRAMED CANOPY
18 ALUMINUM STOREFRONT SYSTEM W/ INSULATED GLAZING
19 PRE-FINISHED METAL CAP
22 PRE- FINISHED METAL CAP OVER STUCCO CORNICE
23 DECORATIVE BRACKET
32 STUCCO A
33 STUCCCO B
3/32" = 1'-0"1 OVERALL EXTERIOR ELEVATION - EAST
1/8" = 1'-0"3 EXTERIOR ELEVATION - EAST 1
1/8" = 1'-0"2 EXTERIOR ELEVATION - EAST 2
1. ARCHITECTURAL 100' -0" = SURVEY xxx & xxx -SEE CIVIL
2. DO NOT SCALE DRAWINGS. DRAWN DIMENSIONS SHALL TAKE PRECEDENCE.
NOTIFY THE ARCHITECT OF ANY DISCREPANCIES IMMEDIATELY.
3. REFER TO DOOR AND WINDOW SCHEDULES FOR MORE INFORMATION.
4. SEE CIVIL DRAWINGS FOR DRAINAGE REQUIREMENTS.
5. GRADE SOIL AWAY FROM BUILDING TO DRAIN. SEE CIVIL AND LANDSCAPE
DRAWINGS FOR MORE INFORMATION.
6.EXTERIOR LIGHTING FIXTURE ARE SHOWN FOR REFERENCE. CONTRACTOR TO
COORDINATE POWER WITH ELECTRICAL ENGINEER AND QUANTITIES WITH
VENDOR.
7.EXTERIOR SIGNAGE IS SHOWN FOR REFERENCE ONLY. CONTRACTOR SHALL
COORDINATE SIGNAGE WITH EACH INDIVIDUAL TENANT AND APPLY FOR
SIGNAGE PERMIT ON EACH INSTANCE.
ELEVATION GENERAL NOTES
A202
2A202
3
LEVEL 1
100'-0"
LEVEL 1
100'-0"
121087
T.O.P. 2
121'-0"
T.O.P. 1
128'-0"
9
T.O.P. 4
128'-0"
A203
1
S08
S07 111.1107.1
1
A303
2
A303
BRICK A-MODULAR
STUCCCO B
STUCCCO B
T.O.P. 5
124'-0"
BRICK B-MODULAR
24" CAST STONE BASE
11
STUCCO ASTUCCCO B
STUCCO A
BRICK B-SOLDIER COURSE BRICK B-MODULAR
PRE- FINISHED METAL CAP
OVER STUCCO CORNICE
BRICK B-MODULAR
DECORATIVE BRACKET
S04S09
110.1109.1
S10
S11S12108.1S13
BRICK B-SOLDIER COURSE
PRE- FINISHED METAL CAP
OVER STUCCO CORNICE
DECORATIVE BRACKET
PRE-MANUFACTURED METAL
FRAMED CANOPY
BRICK B-SOLDIER COURSE
BRICK A-SOLDIER COURSE
BRICK A-MODULAR
PRE-FINISHED METAL CAP
LEVEL 1
100'-0"
7
T.O.P. 2
121'-0"
6321
T.O.P. 4
128'-0"
4
5
1
A301
2
A302
T.O.P. -3
126'-0"
S10S11
103.1
S11S10
101.1
2
A301
1
A302
STUCCCO BSTUCCCO B
PRE- FINISHED METAL CAP
OVER STUCCO CORNICE
T.O.P. 5
124'-0"
BRICK B-SOLDIER SILL BRICK B-MODULAR
BRICK B-MODULAR
STUCCO A
STUCCCO B
STUCCO A STUCCCO B
STUCCO A
PRE- FINISHED METAL CAP
OVER STUCCO CORNICE
OVERFLOW DRAIN
DOWNSPOUT NOZZLE
104.1 105.1 106.1 117S09S14S15S12102.1
PRE- FINISHED METAL CAP
OVER STUCCO CORNICE
DECORATIVE BRACKET
PRE-MANUFACTURED METAL
FRAMED CANOPY
BRICK B-MODULAR
BRICK B-SOLDIER COURSE
32" CAST STONE BASE
32" CAST STONE BASE
24" CAST STONE BASE
PRE-FINISHED METAL CAP
BRICK B-SOLDIER COURSE
BRICK B-MODULAR
BRICK A-MODULAR
BRICK A-SOLDIER COURSE
PRE- FINISHED METAL CAP
OVER STUCCO CORNICE
EXTERIOR MATERIALS LEGEND
CAST STONE: 4" DEPTH
MANUFACTURER:
COLOR:
STUCCO: A
MANUFACTURER: DRYVIT
COLOR: MATCH SW 7532 URBAN PUTTY
COMPOSITE DECKING BOARD:
MANUFACTURER: TREX
COLOR: SELECT SADDLE
BRICK A: MODULAR FULL DEPTH
MANUFACTURER: INTERSTATE BRICK
COLOR: ASH
BRICK B: MODULAR FULL DEPTH
MANUFACTURER: ENDICOTT
COLOR: MANGANESE BROWN VELOUR
STUCCO: B
MANUFACTURER: DRYVIT
COLOR: MATCH SW 7675 SEALSKIN
MORTAR FOR BRICK A
MANUFACTURER: SPEC MIX
COLOR: PRISM P2620 CAMEL
MORTAR FOR BRICK B
MANUFACTURER: SOLOMON & COLOR
COLOR: SGC 85A DK CHOCOLATE
617 SW 3RD ST., STE 108
ANKENY, IOWA 50023
PHONE: (515) 965-5336
FAX: (515) 965-5335
info@imprintarchitects.com
PR
O
J
E
C
T
:
PR
E
L
I
M
I
N
A
R
Y
-
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
DATE:DRAWN
BY:
CHK'D
BY:
REVISED:
C:
\
U
s
e
r
s
\
c
r
o
d
r
i
g
u
e
z
\
O
n
e
D
r
i
v
e
-
I
m
p
r
i
n
t
A
r
c
h
i
t
e
c
t
s
\
D
oc
u
m
e
n
t
s
\
2
5
-
1
8
6
-
K
e
t
t
l
e
s
t
o
n
e
L
a
k
e
C
o
m
m
e
r
c
i
a
l
P
h
a
s
e
2
_c
r
i
s
t
i
n
a
4
Y
C
K
A
.
r
v
t
1/
2
2
/
2
0
2
6
1
0
:
2
4
:
4
0
A
M
A202
25-188
WA
U
K
E
E
,
I
A
31
5
0
G
R
A
N
D
P
R
A
I
R
I
E
P
A
R
K
W
A
Y
KE
T
T
L
E
S
T
O
N
E
L
A
K
E
S
C
O
M
M
E
R
C
I
A
L
P
H
A
S
E
2
EX
T
E
R
I
O
R
EL
E
V
A
T
I
O
N
S
01-15-26 CR JW
KEYNOTE LEGEND
KEY NOTE
02 BRICK A-MODULAR
03 BRICK B-MODULAR
05 BRICK A-SOLDIER COURSE
06 BRICK B-SOLDIER COURSE
09 24" CAST STONE BASE
10 32" CAST STONE BASE
17 PRE-MANUFACTURED METAL FRAMED CANOPY
19 PRE-FINISHED METAL CAP
22 PRE- FINISHED METAL CAP OVER STUCCO CORNICE
23 DECORATIVE BRACKET
29 OVERFLOW DRAIN DOWNSPOUT NOZZLE
32 STUCCO A
33 STUCCCO B
35 BRICK B-SOLDIER SILL
3/32" = 1'-0"1 OVERALL EXTERIOR ELEVATION - WEST- FACING SCHOOLD ST.
1/8" = 1'-0"2 EXTERIOR ELEVATION - WEST- 1
1/8" = 1'-0"3 EXTERIOR ELEVATION - WEST-2
1. ARCHITECTURAL 100' -0" = SURVEY xxx & xxx -SEE CIVIL
2. DO NOT SCALE DRAWINGS. DRAWN DIMENSIONS SHALL TAKE PRECEDENCE.
NOTIFY THE ARCHITECT OF ANY DISCREPANCIES IMMEDIATELY.
3. REFER TO DOOR AND WINDOW SCHEDULES FOR MORE INFORMATION.
4. SEE CIVIL DRAWINGS FOR DRAINAGE REQUIREMENTS.
5. GRADE SOIL AWAY FROM BUILDING TO DRAIN. SEE CIVIL AND LANDSCAPE
DRAWINGS FOR MORE INFORMATION.
6.EXTERIOR LIGHTING FIXTURE ARE SHOWN FOR REFERENCE. CONTRACTOR TO
COORDINATE POWER WITH ELECTRICAL ENGINEER AND QUANTITIES WITH
VENDOR.
7.EXTERIOR SIGNAGE IS SHOWN FOR REFERENCE ONLY. CONTRACTOR SHALL
COORDINATE SIGNAGE WITH EACH INDIVIDUAL TENANT AND APPLY FOR
SIGNAGE PERMIT ON EACH INSTANCE.
ELEVATION GENERAL NOTES
LEVEL 1
100'-0"
T.O.P. 2
121'-0"
D C
BRICK B-MODULAR
DECORATIVE BRACKET
PRE-FINISHED METAL
FLASHING W DRIP EDGE
BRICK B-SOLDIER COURSE
BE
S16
S16
PRE- FINISHED METAL CAP
OVER STUCCO CORNICE
STUCCCO BSTUCCCO B
BRICK B-SOLDIER COURSE
BRICK B-MODULAR
BRICK A-MODULAR
T.O.P. 5
124'-0"
BRICK B-SOLDIER COURSE
BRICK A-SOLDIER COURSE
LEVEL 1
100'-0"
LEVEL 1
100'-0"
T.O.P. 2
121'-0"
T.O.P. 2
121'-0"
T.O.P. 1
128'-0"
T.O.P. 1
128'-0"
DCA203
8
SIM.B
E
PRE- FINISHED METAL CAP
OVER STUCCO CORNICE
DECORATIVE BRACKET
A203
8
SIM.
A203
8
SIM.
24" CAST STONE BASE
24" CAST STONE BASE
STUCCCO B STUCCCO B
S07 S07 S07 S07
BRICK B-MODULAR
PRE-FINISHED METAL
FLASHING W DRIP EDGE 3'-10"21'-10"3'-10"20'-7 5/8"3'-10"21'-10"3'-10"
A
14
'
-
6
"
LEVEL 1
100'-0"
T.O.P. -3
126'-0"
(2 STACKED)
2'
-
8
"
8"
19
'
-
3
"
8"
8"
2'
-
1
"
LEVEL 1
100'-0"
STUCCCO B
14
'
-
0
"
5'
-
0
"
2'
-
1
0
"
E
T.O.P. 5
124'-0"
2'
-
2
"
LEVEL 1
100'-0"
T.O.P. 1
128'-0"
28
'
-
0
"
24" CAST STONE BASE
PRE- FINISHED METAL CAP
OVER STUCCO CORNICE
BRICK B-SOLDIER COURSE
3'-10"
3'-8"
1'-6"8"1'-6"
1'
-
6
"
1'
-
4
"
8"
8"
21
'
-
1
0
"
2'
-
0
"
BRICK B-MODULAR
3/4" RECESSED
STACKED FACE BRICK A
WALL MOUNTED -LINEAR VERTICAL
LIGHT FIXTURE-COORDINATE W/
ELECTRICAL
(CENTER FIXTURE ON RECESS)
(2) ROWS STACKED
LEVEL 1
100'-0"
BRICK B-SOLDIER COURSE
OVERFLOW DRAIN
DOWNSPOUT NOZZLE
PRE-FINISHED METAL CAP
BRICK B-MODULAR
BRICK-RECESSEDBRICK-RECESSEDBRICK-RECESSEDBRICK-RECESSED
10
'
-
0
"
8"
9'
-
4
"
LEVEL 1
100'-0"
T.O.P. 1
128'-0"
1
A301
32" CAST STONE BASE
CAST STONE
PRE- FINISHED METAL CAP
OVER STUCCO CORNICE
EXTERIOR LIGHTING-FOR
REFERENCE
STUCCO A
ALUMINUM STOREFRONT
SYSTEM W/ INSULATED
GLAZING
24" CAST STONE BASE
EXTERIOR LIGHTING-FOR
REFERENCE
4'-6"13'-6"4'-6"
8"
2'
-
8
"
S02
4'-4"13'-8"4'-4"
1'-8"1'-0"1'-8"
EQ
.
EQ
.
EQ
.
EQ
.
EQ
.
EQ
.
EQ
.
EQ
.
EQ
.
EQ
.
2'
-
1
0
"
2"
15
'
-
0
"
2"
7
1
5
/
1
6
"
2'
-
8
"
8"
3'
-
6
"
4'
-
0
"
2'
-
4
"
8"
12
'
-
0
"
2'
-
0
"
102
LEVEL 1
100'-0"
T.O.P. 1
128'-0"
E
PRE- FINISHED METAL CAP
OVER STUCCO CORNICE
CAST STONE
32" CAST STONE BASE
LEVEL 1
100'-0"
5
T.O.P. -3
126'-0"
PRE- FINISHED METAL CAP
OVER STUCCO CORNICE
BRICK B-SOLDIER COURSE
(2) ROWS STACKED
BRICK B-MODULAR
3/4" RECESSED
STACKED FACE BRICK A
WALL MOUNTED -LINEAR VERTICAL
LIGHT FIXTURE-COORDINATE W/
ELECTRICAL
(CENTER FIXTURE ON RECESS)
BRICK B-SOLDIER COURSE
32" CAST STONE BASE
2'
-
1
"
8"
8"
19
'
-
3
"
8"
2'
-
8
"
3'-10"
3'-8"
1'-6"8"1'-6"
LEVEL 1
100'-0"
10
'
-
0
"
PRE-FINISHED METAL CAP
BRICK B-SOLDIER COURSE
BRICK-RECESSEDBRICK-RECESSEDBRICK-RECESSEDBRICK-RECESSED
8"
9'
-
4
"
617 SW 3RD ST., STE 108
ANKENY, IOWA 50023
PHONE: (515) 965-5336
FAX: (515) 965-5335
info@imprintarchitects.com
PR
O
J
E
C
T
:
PR
E
L
I
M
I
N
A
R
Y
-
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
DATE:DRAWN
BY:
CHK'D
BY:
REVISED:
C:
\
U
s
e
r
s
\
c
r
o
d
r
i
g
u
e
z
\
O
n
e
D
r
i
v
e
-
I
m
p
r
i
n
t
A
r
c
h
i
t
e
c
t
s
\
D
oc
u
m
e
n
t
s
\
2
5
-
1
8
6
-
K
e
t
t
l
e
s
t
o
n
e
L
a
k
e
C
o
m
m
e
r
c
i
a
l
P
h
a
s
e
2
_c
r
i
s
t
i
n
a
4
Y
C
K
A
.
r
v
t
1/
2
2
/
2
0
2
6
1
0
:
2
4
:
4
9
A
M
A203
25-188
WA
U
K
E
E
,
I
A
31
5
0
G
R
A
N
D
P
R
A
I
R
I
E
P
A
R
K
W
A
Y
KE
T
T
L
E
S
T
O
N
E
L
A
K
E
S
C
O
M
M
E
R
C
I
A
L
P
H
A
S
E
2
EN
L
A
R
G
E
D
EX
T
E
R
I
O
R
EL
E
V
A
T
I
O
N
S
01-15-26 CR JW
KEYNOTE LEGEND
KEY NOTE
02 BRICK A-MODULAR
03 BRICK B-MODULAR
05 BRICK A-SOLDIER COURSE
06 BRICK B-SOLDIER COURSE
08 BRICK-RECESSED
09 24" CAST STONE BASE
10 32" CAST STONE BASE
11 CAST STONE
18 ALUMINUM STOREFRONT SYSTEM W/ INSULATED GLAZING
19 PRE-FINISHED METAL CAP
22 PRE- FINISHED METAL CAP OVER STUCCO CORNICE
23 DECORATIVE BRACKET
24 EXTERIOR LIGHTING-FOR REFERENCE
28 PRE-FINISHED METAL FLASHING W DRIP EDGE
29 OVERFLOW DRAIN DOWNSPOUT NOZZLE
32 STUCCO A
33 STUCCCO B
1/8" = 1'-0"9 EXTERIOR ELEVATION - SOUTH
1/8" = 1'-0"10 EXTERIOR ELEVATION - NORTH
1/4" = 1'-0"8 ENLARGED PILLAR ELEVATION - BAY 110 & 111
1/8" = 1'-0"3 BAY 106 COLUMN RETURN
1/8" = 1'-0"4 WALL RETURN
1/4" = 1'-0"1 METER ENCLOSURE ELEVATION
1/4" = 1'-0"5 EXTERIOR ELEVATION - EAST 2 - Callout 1
1/4" = 1'-0"6 BAY 103 RETURN - WALL
1/4" = 1'-0"7 Elevation 2 - a
1/4" = 1'-0"2 METER ENCLOSURE RETURN
1'
-
8
"
3'
-
6
"
1'
-
8
"
4'
-
0
"
4'
-
0
"
M
I
N
.
3'
-
6
"
1'-6"
6" DIA. GALVANIZED STEEL
GUARDPOST-FILL W/
CONCRETE
REINFORCED CONCRETE
FOOTING -SEE STRUCTURAL A204
3
A204
5
6" DIA. GALVANIZED STEEL
GUARDPOST-FILL W/
CONCRETE
6" DIA. GALVANIZED STEEL
GUARDPOST-FILL W/
CONCRETE
6" DIA. GALVANIZED STEEL
GUARDPOST-FILL W/
CONCRETE
CONCRETE SLAB -SEE STRUCTURAL
6Y 6Y 6Y 6Y
E4
E4
E4
E4
38'-8"
9'
-
0
"
3'
-
6
"
2'
-
2
"
14
'
-
8
"
A204
2
A204
1
A204
7
A204
7
A204
7
PRE-FINISHED METAL CAP
BOLLARD
BRICK B-MODULAR
COMPOSITE DECK BOARD
1"
8" X 8" X 16" NOMINAL CMU
CONCAVE GROUT
JOINT, TYP.
BRICK B -MODULAR
LEVEL 1
100'-0"
PRE-FINISHED METAL CAP
BRICK B-MODULAR
"WOOD" COMPOSITE GATE ON
GALVANIZED STEEL FRAME.
MATCH EXISTING GATE MATERIAL
BOLLARD
6'
-
8
"
E.J.E.J.
PRE-FINISHED METAL CAP
BRICK B-MODULAR
6'
-
8
"
PRE-FINISHED METAL CAP
BOLLARD
BRICK B-MODULAR
617 SW 3RD ST., STE 108
ANKENY, IOWA 50023
PHONE: (515) 965-5336
FAX: (515) 965-5335
info@imprintarchitects.com
PR
O
J
E
C
T
:
PR
E
L
I
M
I
N
A
R
Y
-
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
DATE:DRAWN
BY:
CHK'D
BY:
REVISED:
C:
\
U
s
e
r
s
\
c
r
o
d
r
i
g
u
e
z
\
O
n
e
D
r
i
v
e
-
I
m
p
r
i
n
t
A
r
c
h
i
t
e
c
t
s
\
D
oc
u
m
e
n
t
s
\
2
5
-
1
8
6
-
K
e
t
t
l
e
s
t
o
n
e
L
a
k
e
C
o
m
m
e
r
c
i
a
l
P
h
a
s
e
2
_c
r
i
s
t
i
n
a
4
Y
C
K
A
.
r
v
t
1/
2
2
/
2
0
2
6
1
0
:
2
4
:
5
8
A
M
A204
25-188
WA
U
K
E
E
,
I
A
31
5
0
G
R
A
N
D
P
R
A
I
R
I
E
P
A
R
K
W
A
Y
KE
T
T
L
E
S
T
O
N
E
L
A
K
E
S
C
O
M
M
E
R
C
I
A
L
P
H
A
S
E
2
TR
A
S
H
E
N
C
L
O
S
U
R
E
01-15-26 CR JW
3/4" = 1'-0"7 TYP. BOLLARD DETAIL
1/4" = 1'-0"6 FLOOR PLAN - TRASH ENCLOSURE
1/4" = 1'-0"3 EXTERIOR ELEVATION - TRASH ENCLOSURE GATES
KEYNOTE LEGEND
KEY NOTE
03 BRICK B-MODULAR
13 BOLLARD
19 PRE-FINISHED METAL CAP
1 1/2" = 1'-0"4 TRASH ENCLOSURE OR EXTERIOR METER WALL
1/4" = 1'-0"5 EXTERIOR ELEVATION - TRASH ENCLOSURE OPENING
1/4" = 1'-0"2 EXTERIOR ELEVATION - BACK OF TRASH ENCLOSURE
1/4" = 1'-0"1 EXTERIOR ELEVATION - SIDE
1. REFER TO ADDITIONAL NOTES AND REQUIREMENTS ON ALL OTHER
DOCUMENTS, DISCIPLINES AND SPECIFICATIONS.
2. USE DIMENSIONAL INFORMATION GIVEN. DO NOT SCALE DRAWINGS.
3. EXTERIOR GRID DIMENSIONS ARE TYPICALLY INDICATED TO THE
EXTERIOR FACE OF STUD UNLESS OTHERWISE NOTED.
4. INTERIOR PARTITION DIMENSIONS ARE TYPICALLY INDICATED TO THE
FACE OF STUD UNLESS OTHERWISE NOTED.
5. ALL SITE INFO, FIXTURES AND EQUIPMENT SHOWN ON THIS SHEET IS
PROVIDED FOR COORDINATION PURPOSES ONLY. THE LAYOUT IS
CONSIDERED CONCEPTUAL. REFER TO CIVIL, MECHANICAL,
ELECTRICAL, PLUMBING, FIRE SPRINKLER, LIFE-SAFETY, ETC.
DOCUMENTS FOR SPECIFIC DESIGN INFORMATION.
6. FOR WALL TYPES NOT SEEN ON PLAN REFER TO WALL SECTIONS AND
DETAILS.
7. REFER TO ENLARGED PLANS IF ITS AVAILABLE FOR ADDITIONAL
EXTERIOR AND INTERIOR INFORMATION.
8. BUILDING STRUCTURAL ELEMENTS SUCH MAIN FRAMES AND COLUMNS
ARE SHOWN FOR REFERENCE ONLY. SEE STRUCTURAL DRAWINGS
FOR DETAILS
FLOOR PLAN GENERAL NOTE:
ADDITIONAL NOTES:
9.WALL ASSEMBLY NOTE. DO NOT PERMIT MORTAR TO DROP OR
ACCUMULATE INTO CAVITY AIR SPACE OR TO PLUG WEEP HOLES.
10. INSTALL MORTAR COLLECTION DEVICE CONTINUOUSLY AT THE
BOTTOM OF EACH CAVITY ABOVE THROUGH WALL FLASHING.
11.INSTALL 2" RIGID INSULATION VERTICAL AND HORIZONTALLY AT
ENTIRE PERIMETER OF BUILDING
MARK WALL LAYERS DESCRIPTION
FIRE
RATING
RATING
SOURCE NOTES
P 1 -- --SHEAR WALL
6" METAL STUDS 24" O.C.
SEE STRUCTURAL FOR ADDITIONAL
INFORMATION. SOUND BATT INSULATION WILL
BE REQUIRED WHEN SPACE IS OCCUPIED
6"
7
1
/
4
"
P 2 -- --
5/8" INTERIOR GYPSUMBOARD PANELS
6" METAL STUDS 16" O.C.
BATT INSULATION
5/8" INTERIOR GYPSUMBOARD PANELS
*AT SPRINKLER ROOM. TAKE INTERIOR WALL
TO DECK.
INTERIOR WALLS LEGEND
MARK WALL LAYERS DESCRIPTION
FIRE
RATING
RATING
SOURCE NOTES
E 1 -- --
3 5/8" MODULAR BRICK
1 1/2" AIR SPACE
CONTINUOUS AIR AND VAPOR BARRIER
EXTERIOR SHEATHING - SEE STRUCTURAL SCHEDULE
6" STEEL STUD FRAMING AT 16" O.C.
FIBERGLASS BATT INSULATION - (R-21) MIN.
TYPE "X" 5/8" GYPSUM BOARD WALL PANEL
SEE ELEVATIONS FOR BRICK TYPE & FINISH.
MASONRY TIES TO BE SPACED 16" O.C.
VERTICALLY & 24 O.C. HORIZONTALLY
E 3 -- --
STUCCO (INSTALL PER MFGR INSTRUCTIONS)
1" RIGID INSULATION (R-5)
DRAINAGE MATT
CONTINUOUS AIR AND VAPOR BARRIER
EXTERIOR SHEATHING - SEE STRUCTURAL SCHEDULE
6" STEEL STUD FRAMING AT 16" O.C.
FIBERGLASS BATT INSULATION - (R-21) MIN.
TYPE "X" 5/8" GYPSUM BOARD WALL PANEL
--
E 2 -- --
4" CAST STONE VENEER, ANCHOR PER IBC, SEE STRUCT.
1 1/2" AIR SPACE
CONTINUOUS AIR AND VAPOR BARRIER
EXTERIOR SHEATHING - SEE STRUCTURAL SCHEDULE
6" STEEL STUD FRAMING AT 16" O.C.
FIBERGLASS BATT INSULATION - (R-21) MIN.
TYPE "X" 5/8" GYPSUM BOARD WALL PANEL
ANCHORS PER MANUFACTURER
RECOMMENDATIONS
1'
-
0
3
/
8
"
1'
-
0
3
/
8
"
9
1
/
4
"
E 4 -- --3 5/8" MODULAR BRICK
1" AIR SPACE
8" CMU
EXTERIOR GARBAGE ENCLOSURE AND
METERS WINGS
1'
-
0
5
/
8
"
EXTERIOR WALLS LEGEND
12
12
10
10
8
8
7
7
9
9
6
6
3
3
2
2
1
1
DD
CC
4
4
5
5
A102
1
A103
1
1967 SF
BAY
103
1478 SF
BAY
104
1967 SF
BAY
109
BB
EE
ELECTRICAL
116
102
105
111.1
107.1 103.1 101.1
11
11
AA
1870 SF
BAY
101
1977 SF
BAY
102
1489 SF
BAY
105
1336 SF
BAY
106
1977 SF
BAY
108
1850 SF
BAY
110
1840 SF
BAY
111 1753 SF
BAY
107
260'-0"
10
'
-
0
"
30
'
-
0
"
40
'
-
0
"
5'
-
0
"
85
'
-
0
"
25'-0"25'-0"25'-0"20'-0"20'-0"20'-0"25'-0"25'-0"25'-0"25'-0"25'-0"
75'-0"60'-0"75'-0"50'-0"
25'-0"25'-0"25'-0"20'-0"20'-0"20'-0"25'-0"25'-0"25'-0"25'-0"25'-0"
75
'
-
0
"
10
'
-
0
"
30
'
-
0
"
40
'
-
0
"
5'
-
0
"
108
S03S04S04S05
S02
S04
S07
S07
S07
S07
S08 S07
S10S10
S16
S16
E1
E1E1E1
E1E1
E4
E1 E1
P2
P2
P2
E1E1
E1E1E1
E1
E1
E1
E1
E1
*OPEN -NO FLOOR-(UTILITIES TO BE
COORDINATED IN THE FUTURE)
*OPEN -NO FLOOR-(UTILITIES TO BE
COORDINATED IN THE FUTURE)
*OPEN -NO FLOOR-(UTILITIES TO BE
COORDINATED IN THE FUTURE)
*OPEN -NO FLOOR-(UTILITIES TO BE
COORDINATED IN THE FUTURE)
SPRINKLER
117
116
S01S01S02
S03
S01S01
S04 S09
S10 S11 S12 S13
S15S09S14
S12
W1
101
11
7
103
104106
107109
110.1
108.1
106.1 105.1 104.1
102.1109.1
110111
S06 S03
A600
14
3'
-
9
"
6"
M
I
N
.
SE
E
S
T
R
U
C
T
.
COMPACTED GRANULAR
FILL
CONCRETE SLAB ON
GRADE, SEE STRUCT.
10 MIL. POLY VAPOR
BARRIER
*(SEAL ALL PENETRATIONS WITH STEGO TAPE)
617 SW 3RD ST., STE 108
ANKENY, IOWA 50023
PHONE: (515) 965-5336
FAX: (515) 965-5335
info@imprintarchitects.com
PR
O
J
E
C
T
:
PR
E
L
I
M
I
N
A
R
Y
-
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
DATE:DRAWN
BY:
CHK'D
BY:
REVISED:
C:
\
U
s
e
r
s
\
c
r
o
d
r
i
g
u
e
z
\
O
n
e
D
r
i
v
e
-
I
m
p
r
i
n
t
A
r
c
h
i
t
e
c
t
s
\
D
oc
u
m
e
n
t
s
\
2
5
-
1
8
6
-
K
e
t
t
l
e
s
t
o
n
e
L
a
k
e
C
o
m
m
e
r
c
i
a
l
P
h
a
s
e
2
_c
r
i
s
t
i
n
a
4
Y
C
K
A
.
r
v
t
1/
2
2
/
2
0
2
6
1
0
:
2
4
:
5
8
A
M
A101
25-188
WA
U
K
E
E
,
I
A
31
5
0
G
R
A
N
D
P
R
A
I
R
I
E
P
A
R
K
W
A
Y
KE
T
T
L
E
S
T
O
N
E
L
A
K
E
S
C
O
M
M
E
R
C
I
A
L
P
H
A
S
E
2
FL
O
O
R
P
L
A
N
01-15-26 CR JW
N
3/32" = 1'-0"1 OVERALL FLOOR PLAN
1 1/2" = 1'-0"4 TYP. FLOOR ASSEMBLY - SLAB ON GRADE