HomeMy WebLinkAbout2022-08-01 J07C The Pitch_Site PlanAGENDA ITEM:
CITY OF WAUKEE, IOWA
CITY COUNCIL MEETING COMMUNICATION
MEETING DATE: August 1, 2022
AGENDA ITEM:Consideration of approval of a resolution approving a site plan for The Pitch
FORMAT:Resolution
SYNOPSIS INCLUDING PRO & CON: Pitch, LLC requests approval of a site plan to authorize the
construction of a multi-family residential apartment complex located at the
southeast corner of NW 2nd Street and NW Douglas Parkway.
The project involves the construction of three (3) apartment buildings and a
clubhouse. The total number of units proposed is 162-units. Building #1 will
be 74-units, Building #2 will be 36-units and Building #3 will be 52-units.
Each building will be three-stories in height and 38-feet tall overall. The
footprints for the buildings will range from 12,140-square feet to 25,090-
square feet. The clubhouse is shown to be 2,680-square feet and is located in
the southeast corner of the site. A pool will be included with the clubhouse.
Additional amenities for the residents are shown on the north side of the site
including a dog park and playground area.
Access to the property is shown to be provided via NW 2nd Street and NW
Douglas Parkway. The access points for Buildings #1 and #2 will be from NW
2nd Street and the access points for Building #3 will be from NW Douglas
Parkway. The access to Building #3 will be restricted to a right-in / right-out
access point with NW Douglas Parkway is widened in the future.
The applicant has provided elevations for the proposed building on the site.
The design and materials are consistent with the Site Plan Ordinance.
FISCAL IMPACT INCLUDING COST/BENEFIT ANALYSIS:
COMMISSION/BOARD/COMMITTEE COMMENT: The Planning and Zoning Commission
reviewed this project at the July 12, 2022, Commission Meeting and recommended approval
subject to remaining staff comments:
Approval of a Site Plan for The Pitch (705 NW 2nd Street)
City Planner, Bill Mettee, introduced the request for approval of a preliminary plat, final plat,
and site plan related to a multi-family residential development as submitted by the applicant, Lloyd
Companies. The subject property is generally located south of NE Douglas Parkway and east of NW
2nd Street, containing approximately 9.22 acres.
Mr. Mettee advised that the project involves the construction of three apartment buildings and
one clubhouse. A total of 162 units will be spread between the three buildings. The buildings range in
J7C
size from 12,140 square feet to 25,090 square feet and the clubhouse is proposed to be 2,680 square
feet. A pool will also be provided with the clubhouse along with a dog park and playground area.
Access to the site is provided from NW 2nd Street and NW Douglas Parkway. A 10-foot trail will be
provided along NW Douglas Parkway and a five foot wide sidewalk is provided along NW 2nd street.
Parking, open space, landscape, and parkland dedication (or fee in lieu of) requirements have all been
met at this time.
Staff recommends approval of a preliminary plat, final plat, and site plan for The Pitch (705 NW 2nd
Street) subject to remaining staff comments and review of the legal documents.
Commissioner Broderick questioned about the Parkland dedication, Mr. Mettee advised, the
applicant has submitted a fee in lieu of dedication above what has been dedicated with a
bordering property also owned by the applicant.
Commissioner Hoifeldt clarified that this was not the location of the new “affordable housing”
project. Mr. Mettee advised that was correct.
Commissioner Broderick questioned what the units per acre was with this development. Mr.
Mettee advised it is approximately 18.
Commissioner Broderick questioned what the detention looked like. Erin Ollendike, a
representative of the applicant, advised they are reshaping the drainage ditch that exists
naturally and there are three additional basins on the property.
Commissioner Gerlitz moved to approve the Preliminary Plat for The Pitch (705 NW 2nd Street)
subject to any remaining staff comments and review of the legal documents. Commissioner Hoifeldt
seconded the motion. Ayes: Gerlitz, Hoifeldt, Inman, Broderick., and Tessau. Nays: none. Motion
Carried.
Commissioner Tessau moved to approve the Final Plat for The Pitch (705 NW 2nd Street) subject
to any remaining staff comments and review of the legal documents. Commissioner Gerlitz seconded
the motion. Ayes: Gerlitz, Hoifeldt, Inman, Broderick., and Tessau. Nays: none. Motion Carried.
Commissioner Broderick moved to approve the Site Plan for The Pitch (705 NW 2nd Street)
subject to any remaining staff comments and review of the legal documents. Commissioner Gerlitz
seconded the motion. Ayes: Gerlitz, Hoifeldt, Inman, Broderick., and Tessau. Nays: none. Motion
Carried.
STAFF REVIEW AND COMMENT: Staff recommends approval of the site plan subject to
remaining staff comments.
RECOMMENDATION: Approve the resolution subject to remaining staff comments.
ATTACHMENTS: I. Proposed Resolution
II. Staff Report
III. Site Plan & Elevations
PREPARED BY:Bill Mettee, Planner
REVIEWED BY:
THE CITY OF WAUKEE, IOWA
RESOLUTION 2022-
APPROVING THE SITE PLAN FOR THE PITCH
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 The Pitch, subject to remaining staff comments on July 12, 2022; AND,
WHEREAS, the Site Plan for The Pitch is in general conformance with §160 – Site and
Building Development Standards Ordinance of the Waukee Municipal Code; AND,
WHEREAS, the Site Plan for The Pitch 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 1st day of August, 2022 that the Site Plan for The Pitch is approved.
____________________________
Courtney Clarke, Mayor
Attest:
___________________________________
Rebecca D. Schuett, City Clerk
RESULTS OF VOTE: AYE NAY ABSENT ABSTAIN
Anna Bergman Pierce
R. Charles Bottenberg
Chris Crone
Larry R. Lyon
Ben Sinclair
PLANNING AND ZONING COMMISSION STAFF REPORT
PROJECT: The Pitch Plat 1 – Preliminary Plat, Final
Plat, & Site Plan
PREPARED BY: Andy Kass, Community Development
Director
REPORT DATE: July 8, 2022
MEETING DATE: July 12, 2022
GENERAL INFORMATION
Applicant: Lloyd Companies
Owner:
Pitch, LLC
Owner’s Representative:
Erin Ollendike, P.E. – CDA
Request: The applicant is requesting approval of a
preliminary plat, final plat, and site plan for a multi-
family residential development.
Location and Size: Property is generally located south of NE Douglas
Parkway and east of NW 2nd Street, containing
approximately 9.22-acres.
AREA MAP
ABOVE: Aerial of subject property (outlined in BLUE) in relation to the surrounding area.
July 8, 2022
2 of 3
LAND USES AND ZONING
Location Existing Land Use Comprehensive Plan Current Zoning
Property in
Question
Vacant - Undeveloped Single Family Residential R-3 (Multi-Family
Residential District)
North Prairie Rose Plat 3 Single Family Residential R-2 (One & Two Family
Residential District) /
PD-1 (Planned
Development Overlay)
South Vacant - Undeveloped Single Family Residential R-4 (Row Dwelling &
Townhome District)
East Future Prairie Rose Phases Single Family Residential R-2 (One & Two Family
Residential District) /
PD-1 (Planned
Development Overlay)
West Triumph Park Institutional A-1 (Agricultural
District)
HISTORY
The subject property is located south of NW Douglas Parkway and east of NW 2nd Street. The property was
included in the Prairie Rose Phase II rezoning and preliminary plat that were both approved in 2021. The
subject property as platted as Outlot Y of Prairie Rose Plat 3.
PROJECT DESCRIPTION
The project involves the construction of three (3) apartment buildings and one (1) clubhouse. The total
number of units proposed is 162 units. Building #1 will include 72 units, Building #2 will include 36 units, and
Building #3 will include 52-units. Each apartment building is three stories in height and 38-feet tall overall. The
footprints of each building will range from 12,140 square feet to 25,090 square feet. The clubhouse is shown
to be 2,680 square feet and is in the southeast corner of the site. A pool will be included with the clubhouse.
Additional amenities for the residents are shown on the north side of the site including a dog park and a
playground area.
The preliminary plat and final plat identify the creation of one (1), 9.22-acre lot that is to be created. The
proposed Lot 1 meets the requirements of the R-3 zoning district.
ACCESS AND PARKING
Access to the property is shown to be provided NW 2nd Street and NW Douglas Parkway. The access point
for Buildings #1 and #2 will be from NW 2nd Street. The access point or Building #3 will be from NW Douglas
Parkway. The access to Building #3 will be restricted to a right-in/right-out access point when NW Douglas
Parkway is widened in the future.
A five-foot sidewalk will be provided along NW 2nd Street and a 10-foot trail will be provided along NW
Douglas Parkway.
A total of 341 parking spaces are required for the overall development. The site plan indicates 390 parking
spaces.
July 8, 2022
3 of 3
UTILITIES
Sanitary sewer and water services were extended to the property as part of the Prairie Rose Plat 3
improvements. Sanitary sewer and water exist to the site and stormwater management is accommodated in
the center of the site. The owner of the property will be responsible for the ownership and maintenance of
the detention areas and the private utilities within the site.
LANDSCAPING & OPEN SPACE
A 25-foot landscape buffer will be provided along all side of the development. A minimum amount of 20% of
open space is required and the site plan identifies that a total of 45% of open space is being provided.
PARKLAND DEDICATION
A total of 1.84-acres of parkland dedication is required. Parkland dedication will be satisfied with future
dedication as part of the single-family residential development to the east.
ELEVATIONS
Elevations of the available units have been provided by the applicant. Proposed materials include hardboard
siding, asphalt shingles, and stone.
STAFF RECOMMENDATION
The site plan is in general conformance with the Zoning Ordinance, Subdivision Ordinance, Site Plan
Ordinance, and Comprehensive Plan. Staff recommends approval of the preliminary plat, final plat, and site
plan subject to remaining staff comments and review of the legal documents.
l l l l l l
4121 NW URBANDALE DRIVE URBANDALE, IOWA 50322
PH: (515) 369-4400 Fax: (515) 369-4410
CIVIL DESIGN ADVANTAGE
UTILITY WARNING
www.iowaonecall.com
1-800-292-8989
ONE CALL
IOWA
ONE CALL
Know what's
before you dig.
below.
Call
CONSTRUCTION SCHEDULE
SUBMITTAL DATES
PROJECT SITE ADDRESS
SURVEYOR
ZONING
INDEX OF SHEETSVICINITY MAP GENERAL LEGEND
ENGINEER
LEGAL DESCRIPTION
DATE OF SURVEY
BENCHMARKS
THE PITCHTHE PITCH
PRELIMINARY PLAT & SITE PLAN FOR:
WAUKEE, IOWA
OWNER / DEVELOPER
WAUKEE
NOTES
BULK REGULATIONS
TH
E
P
I
T
C
H
T
DEVELOPMENT SUMMARY
CITY OF WAUKEE
CORPORATE LIMITS
HICKMAN ROAD
WA
R
R
I
O
R
L
A
N
E
U
A
V
E
DOUGLA
S
P
A
R
K
W
A
Y
PROJECT
EXISTING / PROPOSED USE
NW
2
N
D
S
T
PRELIMI
N
A
R
Y
NOT FOR
C
O
N
S
T
R
U
C
T
I
O
N
CI
V
I
L
D
E
S
I
G
N
A
D
V
A
N
T
A
G
E
2108.647
TH
E
P
I
T
C
H
EN
G
I
N
E
E
R
:
E
K
O
EI
:
G
H
RE
V
I
S
I
O
N
S
DA
T
E
WA
U
K
E
E
,
I
O
W
A
FI
R
S
T
S
U
B
M
I
T
T
A
L
12
/
2
1
/
2
0
2
1
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
O
W
A
5
0
3
2
2
18
SE
C
O
N
D
S
U
B
M
I
T
T
A
L
05
/
2
4
/
2
0
2
2
TH
I
R
D
S
U
B
M
I
T
T
A
L
06
/
1
4
/
2
0
2
2
FO
U
R
T
H
S
U
B
M
I
T
T
A
L
06
/
2
8
/
2
0
2
2
FI
F
T
H
S
U
B
M
I
T
T
A
L
07
/
1
2
/
2
0
2
2
FI
N
A
L
S
U
B
M
I
T
T
A
L
07
/
2
6
/
2
0
2
2
PREPARATION
CURB RAMPS OUTSIDE OF
INTERSECTION RADIUS
PERPENDICULAR CURB RAMP @
CLASS 'A' INTEGRAL CURB
6" INTEGRAL CURB AND SIDEWALK
SW-203 SANITARY CLEANOUT
DUMPSTER ENCLOSURE DETAIL
DETECTABLE WARNING DETAIL
DE
T
A
I
L
S
TYPICAL SIGN POST
TYPICAL SECTION - 26' P.C.C. ROADWAY
2
PCC FLUME DETAIL
HYDRANT ASSEMBLY DETAIL
MAILBOX CLUSTER PAD DETAIL
12" SUBGRADE
CI
V
I
L
D
E
S
I
G
N
A
D
V
A
N
T
A
G
E
2108.647
TH
E
P
I
T
C
H
EN
G
I
N
E
E
R
:
E
K
O
EI
:
G
H
RE
V
I
S
I
O
N
S
DA
T
E
WA
U
K
E
E
,
I
O
W
A
FI
R
S
T
S
U
B
M
I
T
T
A
L
12
/
2
1
/
2
0
2
1
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
O
W
A
5
0
3
2
2
18
SE
C
O
N
D
S
U
B
M
I
T
T
A
L
05
/
2
4
/
2
0
2
2
TH
I
R
D
S
U
B
M
I
T
T
A
L
06
/
1
4
/
2
0
2
2
FO
U
R
T
H
S
U
B
M
I
T
T
A
L
06
/
2
8
/
2
0
2
2
FI
F
T
H
S
U
B
M
I
T
T
A
L
07
/
1
2
/
2
0
2
2
FI
N
A
L
S
U
B
M
I
T
T
A
L
07
/
2
6
/
2
0
2
2
DOWNSPOUT CONNECTION WITH WYE
°
SANITARY SEWER SERVICE RISER
DE
T
A
I
L
S
ROCK APRON FOR PIPE OUTLET
3
RCP APRON FOOTING DETAILREFERENCE DETAIL
STANDARD CURB
INTEGRAL 6"
SPOT ELEVATION
MODIFIED SW-513 INTAKE (POND 1A)MODIFIED SW-513 INTAKE (POND 1B)MODIFIED SW-513 INTAKE (POND 1C)
FE FE
REF.DW
S
D
D
NW
2
N
D
S
T
R
E
E
T
N
W
D
O
U
G
L
A
S
P
A
R
K
W
A
Y
N
W
R
O
S
E
M
O
N
T
C
I
R
C
L
E
LOT 1
S74°32'
4
6
"
W
1
2
7
.
0
7
'
S47
°
0
7
'
4
4
"
W
1
1
6
.
3
5
'
N62°03'33"W 5.29'
S47
°
0
7
'
4
4
"
W
1
6
0
.
3
5
'
S0
0
°
1
0
'
3
8
"
W
2
4
8
.
1
1
'
N89°49'22"W 567.03'
N0
0
°
0
4
'
0
9
"
W
1
2
7
.
6
8
'
Δ=27°17'47"
L=219.15'
R=460.00'
CH=217.08'
CHB=N13°34'43"E
N2
7
°
1
3
'
3
9
"
E
4
3
3
.
4
7
'
N72°13
'
3
9
"
E
7
5
.
0
0
'
N27°13'39"E 15.05'
S6
2
°
4
6
'
0
8
"
E
5
9
8
.
2
6
'
Δ=2°11'21"
L=43.56'
R=1140.00'
CH=43.55'
CHB=S61°40'28"E
PR
E
L
I
M
I
N
A
R
Y
P
L
A
T
4
CI
V
I
L
D
E
S
I
G
N
A
D
V
A
N
T
A
G
E
2108.647
TH
E
P
I
T
C
H
EN
G
I
N
E
E
R
:
E
K
O
EI
:
G
H
RE
V
I
S
I
O
N
S
DA
T
E
WA
U
K
E
E
,
I
O
W
A
FI
R
S
T
S
U
B
M
I
T
T
A
L
12
/
2
1
/
2
0
2
1
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
O
W
A
5
0
3
2
2
18
SE
C
O
N
D
S
U
B
M
I
T
T
A
L
05
/
2
4
/
2
0
2
2
TH
I
R
D
S
U
B
M
I
T
T
A
L
06
/
1
4
/
2
0
2
2
FO
U
R
T
H
S
U
B
M
I
T
T
A
L
06
/
2
8
/
2
0
2
2
FI
F
T
H
S
U
B
M
I
T
T
A
L
07
/
1
2
/
2
0
2
2
FI
N
A
L
S
U
B
M
I
T
T
A
L
07
/
2
6
/
2
0
2
2
WAUKEE, IOWA
THE PITCHTHE PITCH
PRELIMINARY PLAT FOR:
FE FE
N
W
D
O
U
G
L
A
S
P
A
R
K
W
A
Y
N
W
R
O
S
E
M
O
N
T
C
I
R
C
L
E
CI
V
I
L
D
E
S
I
G
N
A
D
V
A
N
T
A
G
E
2108.647
TH
E
P
I
T
C
H
EN
G
I
N
E
E
R
:
E
K
O
EI
:
G
H
RE
V
I
S
I
O
N
S
DA
T
E
WA
U
K
E
E
,
I
O
W
A
FI
R
S
T
S
U
B
M
I
T
T
A
L
12
/
2
1
/
2
0
2
1
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
O
W
A
5
0
3
2
2
18
SE
C
O
N
D
S
U
B
M
I
T
T
A
L
05
/
2
4
/
2
0
2
2
TH
I
R
D
S
U
B
M
I
T
T
A
L
06
/
1
4
/
2
0
2
2
FO
U
R
T
H
S
U
B
M
I
T
T
A
L
06
/
2
8
/
2
0
2
2
FI
F
T
H
S
U
B
M
I
T
T
A
L
07
/
1
2
/
2
0
2
2
FI
N
A
L
S
U
B
M
I
T
T
A
L
07
/
2
6
/
2
0
2
2
GENERAL NOTES
TRAFFIC CONTROL NOTES
DI
M
E
N
S
I
O
N
P
L
A
N
5
FIRE SAFETY CONSTRUCTION NOTE
APPROVED FIRE APPARATUS ACCESS ROADS SHALL BE PROVIDED FOR ALL BUILDINGS AS SOON
AS VERTICAL CONSTRUCTION OF THE BUILDING COMMENCES. IF PAVING IS NOT INSTALLED
PRIOR TO BUILDING CONSTRUCTION COMMENCING AFTER FOOTINGS ARE INSTALLED, AN
APPROVED TEMPORARY ROUTE AROUND THE EXTERIOR OF THE BUILDING TO EXTEND WITHIN
100-FEET OF ALL PORTIONS OF THE EXTERIOR WALLS SHALL BE PROVIDED AND COMPLY WITH
THE REQUIREMENTS OF SECTION 503.2 OF THE IFC.
FE FE
REF.DW
NW
2
N
D
S
T
R
E
E
T
CI
V
I
L
D
E
S
I
G
N
A
D
V
A
N
T
A
G
E
2108.647
TH
E
P
I
T
C
H
EN
G
I
N
E
E
R
:
E
K
O
EI
:
G
H
RE
V
I
S
I
O
N
S
DA
T
E
WA
U
K
E
E
,
I
O
W
A
FI
R
S
T
S
U
B
M
I
T
T
A
L
12
/
2
1
/
2
0
2
1
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
O
W
A
5
0
3
2
2
18
SE
C
O
N
D
S
U
B
M
I
T
T
A
L
05
/
2
4
/
2
0
2
2
TH
I
R
D
S
U
B
M
I
T
T
A
L
06
/
1
4
/
2
0
2
2
FO
U
R
T
H
S
U
B
M
I
T
T
A
L
06
/
2
8
/
2
0
2
2
FI
F
T
H
S
U
B
M
I
T
T
A
L
07
/
1
2
/
2
0
2
2
FI
N
A
L
S
U
B
M
I
T
T
A
L
07
/
2
6
/
2
0
2
2
DI
M
E
N
S
I
O
N
P
L
A
N
6
NW
2
N
D
S
T
R
E
E
T
N
W
D
O
U
G
L
A
S
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
2108.647
TH
E
P
I
T
C
H
EN
G
I
N
E
E
R
:
E
K
O
EI
:
G
H
RE
V
I
S
I
O
N
S
DA
T
E
WA
U
K
E
E
,
I
O
W
A
FI
R
S
T
S
U
B
M
I
T
T
A
L
12
/
2
1
/
2
0
2
1
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
O
W
A
5
0
3
2
2
18
SE
C
O
N
D
S
U
B
M
I
T
T
A
L
05
/
2
4
/
2
0
2
2
TH
I
R
D
S
U
B
M
I
T
T
A
L
06
/
1
4
/
2
0
2
2
FO
U
R
T
H
S
U
B
M
I
T
T
A
L
06
/
2
8
/
2
0
2
2
FI
F
T
H
S
U
B
M
I
T
T
A
L
07
/
1
2
/
2
0
2
2
FI
N
A
L
S
U
B
M
I
T
T
A
L
07
/
2
6
/
2
0
2
2
GRADING NOTES
GR
A
D
I
N
G
P
L
A
N
7
N
W
R
O
S
E
M
O
N
T
C
I
R
C
L
E
CI
V
I
L
D
E
S
I
G
N
A
D
V
A
N
T
A
G
E
2108.647
TH
E
P
I
T
C
H
EN
G
I
N
E
E
R
:
E
K
O
EI
:
G
H
RE
V
I
S
I
O
N
S
DA
T
E
WA
U
K
E
E
,
I
O
W
A
FI
R
S
T
S
U
B
M
I
T
T
A
L
12
/
2
1
/
2
0
2
1
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
O
W
A
5
0
3
2
2
18
SE
C
O
N
D
S
U
B
M
I
T
T
A
L
05
/
2
4
/
2
0
2
2
TH
I
R
D
S
U
B
M
I
T
T
A
L
06
/
1
4
/
2
0
2
2
FO
U
R
T
H
S
U
B
M
I
T
T
A
L
06
/
2
8
/
2
0
2
2
FI
F
T
H
S
U
B
M
I
T
T
A
L
07
/
1
2
/
2
0
2
2
FI
N
A
L
S
U
B
M
I
T
T
A
L
07
/
2
6
/
2
0
2
2
GR
A
D
I
N
G
P
L
A
N
8
FE FE
NW
2
N
D
S
T
R
E
E
T
CI
V
I
L
D
E
S
I
G
N
A
D
V
A
N
T
A
G
E
2108.647
TH
E
P
I
T
C
H
EN
G
I
N
E
E
R
:
E
K
O
EI
:
G
H
RE
V
I
S
I
O
N
S
DA
T
E
WA
U
K
E
E
,
I
O
W
A
FI
R
S
T
S
U
B
M
I
T
T
A
L
12
/
2
1
/
2
0
2
1
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
O
W
A
5
0
3
2
2
18
SE
C
O
N
D
S
U
B
M
I
T
T
A
L
05
/
2
4
/
2
0
2
2
TH
I
R
D
S
U
B
M
I
T
T
A
L
06
/
1
4
/
2
0
2
2
FO
U
R
T
H
S
U
B
M
I
T
T
A
L
06
/
2
8
/
2
0
2
2
FI
F
T
H
S
U
B
M
I
T
T
A
L
07
/
1
2
/
2
0
2
2
FI
N
A
L
S
U
B
M
I
T
T
A
L
07
/
2
6
/
2
0
2
2
GR
A
D
I
N
G
P
L
A
N
9
FE FE
REF.DW
CI
V
I
L
D
E
S
I
G
N
A
D
V
A
N
T
A
G
E
2108.647
TH
E
P
I
T
C
H
EN
G
I
N
E
E
R
:
E
K
O
EI
:
G
H
RE
V
I
S
I
O
N
S
DA
T
E
WA
U
K
E
E
,
I
O
W
A
FI
R
S
T
S
U
B
M
I
T
T
A
L
12
/
2
1
/
2
0
2
1
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
O
W
A
5
0
3
2
2
18
SE
C
O
N
D
S
U
B
M
I
T
T
A
L
05
/
2
4
/
2
0
2
2
TH
I
R
D
S
U
B
M
I
T
T
A
L
06
/
1
4
/
2
0
2
2
FO
U
R
T
H
S
U
B
M
I
T
T
A
L
06
/
2
8
/
2
0
2
2
FI
F
T
H
S
U
B
M
I
T
T
A
L
07
/
1
2
/
2
0
2
2
FI
N
A
L
S
U
B
M
I
T
T
A
L
07
/
2
6
/
2
0
2
2
GR
A
D
I
N
G
P
L
A
N
10
CI
V
I
L
D
E
S
I
G
N
A
D
V
A
N
T
A
G
E
2108.647
TH
E
P
I
T
C
H
EN
G
I
N
E
E
R
:
E
K
O
EI
:
G
H
RE
V
I
S
I
O
N
S
DA
T
E
WA
U
K
E
E
,
I
O
W
A
FI
R
S
T
S
U
B
M
I
T
T
A
L
12
/
2
1
/
2
0
2
1
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
O
W
A
5
0
3
2
2
18
SE
C
O
N
D
S
U
B
M
I
T
T
A
L
05
/
2
4
/
2
0
2
2
TH
I
R
D
S
U
B
M
I
T
T
A
L
06
/
1
4
/
2
0
2
2
FO
U
R
T
H
S
U
B
M
I
T
T
A
L
06
/
2
8
/
2
0
2
2
FI
F
T
H
S
U
B
M
I
T
T
A
L
07
/
1
2
/
2
0
2
2
FI
N
A
L
S
U
B
M
I
T
T
A
L
07
/
2
6
/
2
0
2
2
GR
A
D
I
N
G
P
L
A
N
SIDEWALK RAMP DETAIL 'A'
11
SIDEWALK RAMP DETAIL 'B'
SIDEWALK RAMP DETAIL 'C'SIDEWALK RAMP DETAIL 'D'
CI
V
I
L
D
E
S
I
G
N
A
D
V
A
N
T
A
G
E
2108.647
TH
E
P
I
T
C
H
EN
G
I
N
E
E
R
:
E
K
O
EI
:
G
H
RE
V
I
S
I
O
N
S
DA
T
E
WA
U
K
E
E
,
I
O
W
A
FI
R
S
T
S
U
B
M
I
T
T
A
L
12
/
2
1
/
2
0
2
1
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
O
W
A
5
0
3
2
2
18
SE
C
O
N
D
S
U
B
M
I
T
T
A
L
05
/
2
4
/
2
0
2
2
TH
I
R
D
S
U
B
M
I
T
T
A
L
06
/
1
4
/
2
0
2
2
FO
U
R
T
H
S
U
B
M
I
T
T
A
L
06
/
2
8
/
2
0
2
2
FI
F
T
H
S
U
B
M
I
T
T
A
L
07
/
1
2
/
2
0
2
2
FI
N
A
L
S
U
B
M
I
T
T
A
L
07
/
2
6
/
2
0
2
2
GR
A
D
I
N
G
P
L
A
N
SIDEWALK RAMP DETAIL 'E'
12
SIDEWALK RAMP DETAIL 'F'
SIDEWALK RAMP DETAIL 'G'
SIDEWALK RAMP DETAIL 'J'SIDEWALK RAMP DETAIL 'K'
SIDEWALK RAMP DETAIL 'H'SIDEWALK RAMP DETAIL 'I'
FE FE
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
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
lllllllllll
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
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
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
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 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
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
NW
2
N
D
S
T
R
E
E
T
N
W
D
O
U
G
L
A
S
P
A
R
K
W
A
Y
DA #1
9.93 AC
l
l
l
l
l
l
l
l
l
l
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
CI
V
I
L
D
E
S
I
G
N
A
D
V
A
N
T
A
G
E
2108.647
TH
E
P
I
T
C
H
EN
G
I
N
E
E
R
:
E
K
O
EI
:
G
H
RE
V
I
S
I
O
N
S
DA
T
E
WA
U
K
E
E
,
I
O
W
A
FI
R
S
T
S
U
B
M
I
T
T
A
L
12
/
2
1
/
2
0
2
1
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
O
W
A
5
0
3
2
2
18
SE
C
O
N
D
S
U
B
M
I
T
T
A
L
05
/
2
4
/
2
0
2
2
TH
I
R
D
S
U
B
M
I
T
T
A
L
06
/
1
4
/
2
0
2
2
FO
U
R
T
H
S
U
B
M
I
T
T
A
L
06
/
2
8
/
2
0
2
2
FI
F
T
H
S
U
B
M
I
T
T
A
L
07
/
1
2
/
2
0
2
2
FI
N
A
L
S
U
B
M
I
T
T
A
L
07
/
2
6
/
2
0
2
2
l l l l
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
EROSION AND SEDIMENT CONTROL PLAN
R
SWPPP LEGEND
THE PITCH
VICINITY MAP
WAUKEE, IOWA
THE PITCH
DISCHARGE POINT SUMMARYSTABILIZATION QUANTITIES
NOTES:
CITY OF WAUKEE
CORPORATE LIMITS
HICKMAN ROAD
WA
R
R
I
O
R
L
A
N
E
U
A
V
E
DOUGLA
S
P
A
R
K
W
A
Y
PROJECT
13
MAINTENANCE PLANS FOR HYDRODYNAMIC SEPARATORS:
FE FE
REF.DW
l
l
ll
l
l ll
l
ll
l
l ll
l
ll
l
l l
l
l
ll
l
l l l
l
ll
l
l l
R
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 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
lllllllllll
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
l
l
l
l
l
l
l
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
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 l
l
l
l
l
l
l
l
l
l l l 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
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
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
DA #1
9.93 AC
NW
2
N
D
S
T
R
E
E
T
l
l
l
l
l
l
l ll
l
l
l
l
l
l
l
l l l l l l l
CI
V
I
L
D
E
S
I
G
N
A
D
V
A
N
T
A
G
E
2108.647
TH
E
P
I
T
C
H
EN
G
I
N
E
E
R
:
E
K
O
EI
:
G
H
RE
V
I
S
I
O
N
S
DA
T
E
WA
U
K
E
E
,
I
O
W
A
FI
R
S
T
S
U
B
M
I
T
T
A
L
12
/
2
1
/
2
0
2
1
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
O
W
A
5
0
3
2
2
18
SE
C
O
N
D
S
U
B
M
I
T
T
A
L
05
/
2
4
/
2
0
2
2
TH
I
R
D
S
U
B
M
I
T
T
A
L
06
/
1
4
/
2
0
2
2
FO
U
R
T
H
S
U
B
M
I
T
T
A
L
06
/
2
8
/
2
0
2
2
FI
F
T
H
S
U
B
M
I
T
T
A
L
07
/
1
2
/
2
0
2
2
FI
N
A
L
S
U
B
M
I
T
T
A
L
07
/
2
6
/
2
0
2
2
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
14
FE FE
N
W
D
O
U
G
L
A
S
P
A
R
K
W
A
Y
N
W
R
O
S
E
M
O
N
T
C
I
R
C
L
E
CI
V
I
L
D
E
S
I
G
N
A
D
V
A
N
T
A
G
E
2108.647
TH
E
P
I
T
C
H
EN
G
I
N
E
E
R
:
E
K
O
EI
:
G
H
RE
V
I
S
I
O
N
S
DA
T
E
WA
U
K
E
E
,
I
O
W
A
FI
R
S
T
S
U
B
M
I
T
T
A
L
12
/
2
1
/
2
0
2
1
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
O
W
A
5
0
3
2
2
18
SE
C
O
N
D
S
U
B
M
I
T
T
A
L
05
/
2
4
/
2
0
2
2
TH
I
R
D
S
U
B
M
I
T
T
A
L
06
/
1
4
/
2
0
2
2
FO
U
R
T
H
S
U
B
M
I
T
T
A
L
06
/
2
8
/
2
0
2
2
FI
F
T
H
S
U
B
M
I
T
T
A
L
07
/
1
2
/
2
0
2
2
FI
N
A
L
S
U
B
M
I
T
T
A
L
07
/
2
6
/
2
0
2
2
UT
I
L
I
T
Y
P
L
A
N
UTILITY NOTES
15
FE FE
REF.DW
NW
2
N
D
S
T
R
E
E
T
CI
V
I
L
D
E
S
I
G
N
A
D
V
A
N
T
A
G
E
2108.647
TH
E
P
I
T
C
H
EN
G
I
N
E
E
R
:
E
K
O
EI
:
G
H
RE
V
I
S
I
O
N
S
DA
T
E
WA
U
K
E
E
,
I
O
W
A
FI
R
S
T
S
U
B
M
I
T
T
A
L
12
/
2
1
/
2
0
2
1
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
O
W
A
5
0
3
2
2
18
SE
C
O
N
D
S
U
B
M
I
T
T
A
L
05
/
2
4
/
2
0
2
2
TH
I
R
D
S
U
B
M
I
T
T
A
L
06
/
1
4
/
2
0
2
2
FO
U
R
T
H
S
U
B
M
I
T
T
A
L
06
/
2
8
/
2
0
2
2
FI
F
T
H
S
U
B
M
I
T
T
A
L
07
/
1
2
/
2
0
2
2
FI
N
A
L
S
U
B
M
I
T
T
A
L
07
/
2
6
/
2
0
2
2
UT
I
L
I
T
Y
P
L
A
N
16
FE FE
REF.DW
NW
2
N
D
S
T
R
E
E
T
PLANT SCHEDULE OPEN SPACE
PLANT SCHEDULE EAST BUFFER
PLANT SCHEDULE SOUTH BUFFER
CI
V
I
L
D
E
S
I
G
N
A
D
V
A
N
T
A
G
E
2108.647
TH
E
P
I
T
C
H
EN
G
I
N
E
E
R
:
E
K
O
EI
:
G
H
RE
V
I
S
I
O
N
S
DA
T
E
WA
U
K
E
E
,
I
O
W
A
FI
R
S
T
S
U
B
M
I
T
T
A
L
12
/
2
1
/
2
0
2
1
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
O
W
A
5
0
3
2
2
18
SE
C
O
N
D
S
U
B
M
I
T
T
A
L
05
/
2
4
/
2
0
2
2
TH
I
R
D
S
U
B
M
I
T
T
A
L
06
/
1
4
/
2
0
2
2
FO
U
R
T
H
S
U
B
M
I
T
T
A
L
06
/
2
8
/
2
0
2
2
FI
F
T
H
S
U
B
M
I
T
T
A
L
07
/
1
2
/
2
0
2
2
FI
N
A
L
S
U
B
M
I
T
T
A
L
07
/
2
6
/
2
0
2
2
LA
N
D
S
C
A
P
E
P
L
A
N
LANDSCAPE NOTES
OPEN SPACE REQUIREMENTS
MINIMUM PLANTING REQUIREMENTS
EAST
25' BUFFER REQUIREMENTS
SOUTH
25' BUFFER REQUIREMENTS
17
FE FE
NW
2
N
D
S
T
R
E
E
T
N
W
D
O
U
G
L
A
S
P
A
R
K
W
A
Y
PLANT SCHEDULE WEST BUFFER
PLANT SCHEDULE NORTH BUFFER
CI
V
I
L
D
E
S
I
G
N
A
D
V
A
N
T
A
G
E
2108.647
TH
E
P
I
T
C
H
EN
G
I
N
E
E
R
:
E
K
O
EI
:
G
H
RE
V
I
S
I
O
N
S
DA
T
E
WA
U
K
E
E
,
I
O
W
A
FI
R
S
T
S
U
B
M
I
T
T
A
L
12
/
2
1
/
2
0
2
1
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
O
W
A
5
0
3
2
2
18
SE
C
O
N
D
S
U
B
M
I
T
T
A
L
05
/
2
4
/
2
0
2
2
TH
I
R
D
S
U
B
M
I
T
T
A
L
06
/
1
4
/
2
0
2
2
FO
U
R
T
H
S
U
B
M
I
T
T
A
L
06
/
2
8
/
2
0
2
2
FI
F
T
H
S
U
B
M
I
T
T
A
L
07
/
1
2
/
2
0
2
2
FI
N
A
L
S
U
B
M
I
T
T
A
L
07
/
2
6
/
2
0
2
2
NORTH
25' BUFFER REQUIREMENTS
18
LA
N
D
S
C
A
P
E
P
L
A
N
WEST
25' BUFFER REQUIREMENTS
MAIN FLOOR PLAN
0' -0"
2ND FLOOR FFE
10' -1 7/8"
3RD FLOOR FFE
20' -3 3/4"
Roof Truss Bearing
28' -4 7/8"
T.O. FOOTING
-4' -0"
E26
E1
E18
E32
E32
E18
E32
E11
E21
E22
E22
E22 E22 E22
E12
E14E14
W2
G23 W2
W2 W2
W2 W2
W1 W1 W1
W1
W1
W2 W2
W2 W2
W2 W2
W1
W1
W1
W1W1
W2W2
W2 W2
W2W2
W1 W1
W1W1
W2 W2
W2 W2
W2W2
W1
W1
W1
W2W2
W2
W2
W1
W1 W1
W1
W1
W2 W2
W2W2
W2 W2
W1
W1
W1
E32
E30
E18
E18
W2
W2
E30
19
'
-
1
0
"
9'
-
4
3
/
4
"
MAIN FLOOR PLAN
0' -0"
2ND FLOOR FFE
10' -1 7/8"
3RD FLOOR FFE
20' -3 3/4"
Roof Truss Bearing
28' -4 7/8"
E1
E11
E1
E18
E11
E22
E32
E30
E32
E30
E30
T.O. FOOTING
-4' -0"
1
1A
W1
W1
W1 W1
W2W2
W2 W2
W2 W2
W1
W1
W2
W2
G1 W2
W2
W2
W1
W1
W1
W1
W1
W2
W2 G60
W2
W1
W1
W1
W2
W2
W2
W1
W1
W1
W2
W2
W2
W1
W1
W1 W2 W2
W2 W2
W2
W1
W1
W1 W1
W1
G2
E18
E18
E32
W1
E32
19
'
-
1
0
"
9'
-
4
3
/
4
"
19
'
-
1
0
"
MAIN FLOOR PLAN
0' -0"
2ND FLOOR FFE
10' -1 7/8"
3RD FLOOR FFE
20' -3 3/4"
Roof Truss Bearing
28' -4 7/8"
T.O. FOOTING
-4' -0"
E11
E30
E32
E18
E22
E22
E14
E32
W1 W1
W1 W1
W1 W1
19
'
-
1
0
"
19
'
-
1
0
"
MAIN FLOOR PLAN
0' -0"
2ND FLOOR FFE
10' -1 7/8"
3RD FLOOR FFE
20' -3 3/4"
Roof Truss Bearing
28' -4 7/8"
T.O. FOOTING
-4' -0"
E18
E32
E18
E30
E32
W1
W1
W1
19
'
-
1
0
"
Project No.
Date:
Drawn by:
Checked by:
COPYRIGHT 2021
524 N Main Ave, Suite
201 Sioux Falls, SD 57104
605.305.4035
4609 S Techlink Cir
Sioux Falls, SD 57106
605.362.3753
Electrical Project Manager: Harlan Osterloo
harlan.osterloo@westplainsengineering.com
Mechanical Engineer: Connor Swiontek, P.E.
connor.swiontek@westplainsengineering.com
Project Manager: Jerad Hoffman
JHoffman@rakerrhodes.com
4121 NW Urbandale Drive
Urbandale,IA 50322
515.369.4429
Project Manager: Erin Ollendike
ErinO@cda-eng.com
Project Architect: Laura Devine
Email: laura.devine@lloydcompanies.com
101 S. Reid Street, Suite 201
Sioux Falls, SD 57103
Aspen: 605.695.1899 Laura: 605.929.6221
ARCHITECT
CONSULTANTS
CIVIL
MEP
STRUCTURAL
6/
2
8
/
2
0
2
2
1
0
:
1
0
:
5
4
A
M
A3.11
BLDG 1(36) Exterior
Elevations
21051
THE PITCH
12.10.2021
RJF
LED
1/8" = 1'-0"2 Back Elevation
1/8" = 1'-0"1 Front Elevation
3/32" = 1'-0"3 Left Elevation
3/32" = 1'-0"4 Right Elevation
EXTERIOR MATERIALS PALETTE-
LP SMARTSIDE-
-6" LAP SIDING
-BOARD AND BATTEN
23.86%
LP SMARTSIDE-
-6" LAP SIDING
-BOARD AND BATTEN
36.44%
VERSETTA STONE-
-LEDGESTONE STYLE STONE SIDING
38.12%
Northern Ash
EXTERIOR MATERIALS PALETTE-
MALARKEY SHINGLES-
-Vista AR
Midnight Black
KEYNOTES
E1 Roof system consists of: 30 year laminated fiberglass shingles, #15 ashpalt felt
underlayment (self adhered ice & water shield rubberized membrane 60" up from eave & 30"
ea. side of all valleys), plywood roof sheathing (see struct.) w/ edge clips, & roof trusses @
24" o.c. (verify w/ struct. & roof truss mfr.)
E11 8" prefinished cement board facia trim. Color-White
E12 8" prefinished cement board trim. Color-White
E14 Poured concrete footing. See structural.
E18 Prefinished LP Smartside Siding, Lap Siding. Color: SNOWSCAPE WHITE.
E21 Prefinished aluminum gutter.
E22 Prefinished aluminium downspout. Add drain tile for gutter.
E26 42" tall railing. Top and bottom rail to be wood, balusters to be metal. Typical.
E30 Prefinished LP Smartside Siding, board and batten. Color: ABYSS BLACK.
E32 Versetta Stone Northern Ash Ledge Stone.
2
No. Description Date
1 Addendum 1 2.4.2022
2 Revision 2 2.17.2022
2
A2.23
W1
W1 W1
W1
W1
W2
W2
E1 E1
W1
1
A4.20
3'
-
0
"
3'
-
0
"
1
A2.23
W1
W1
W1 W1
W1
W1
W2
W2
E5
Project No.
Date:
Drawn by:
Checked by:
COPYRIGHT 2021
609 S. Lyncrest Place
Suite 110
Sioux Falls SD, 57108
(605)743-2510
4609 S Techlink Cir
Sioux Falls SD, 57106
(605)362-3753
Electrical Project Manager: Harlan Osterloo
harlan.osterloo@westplainsengineering.com
Mechanical Engineer: Connor Swiontek, P.E.
connor.swiontek@westplainsengineering.com
Project Manager: Justin Christensen
jjchristensen@riseincorp.com
3800 W 53rd St
Sioux Falls, SD 57106
Project Manager: Aaron Norman
aaron@normanengineeringinc.com
Project Architect: Laura Devine
Email: laura.devine@lloydcompanies.com
101 S. Reid Street, Suite 201
Sioux Falls, SD 57103
Aspen: 605.695.1899 Laura: 605.929.6221
ARCHITECT
CONSULTANTS
CIVIL
MEP
STRUCTURAL
6/
2
8
/
2
0
2
2
1
1
:
3
0
:
2
6
A
M
A3.20
BLDG 4 (52 CL)
Exterior Elevations
22---
THE PITCH
PHASE 2
02.15.2022
MLM
LED
1/16" = 1'-0"1 Front Elevation- 52 Unit
1/16" = 1'-0"2 Back Elevation- 52 Unit
1/8" = 1'-0"3 Side Elevation 1 - 52 Unit
1/8" = 1'-0"4 Side Elevation 2 - 52 Unit
LP SMARTSIDE-
-6" LAP SIDING
-BOARD AND BATTEN
17.40%
LP SMARTSIDE-
-6" LAP SIDING = 38.08%
-BOARD AND BATTEN = 8.57%
VERSETTA STONE-
-LEDGESTONE STYLE STONE SIDING
35.31%
Northern Ash
EXTERIOR MATERIALS PALETTE-
MALARKEY SHINGLES-
-Vista AR
Midnight Black
FOR REFERENCE ONLY
FOR REFERENCE ONLY
FOR REFERENCE ONLYFOR REFERENCE ONLY
No. Description Date
TOTAL PERCENTAGE OF BRICK ON ALL BUILDINGS: 35.33%
1 2 2.1 2.2 63.1 3.2 4.1 5.1
E3 E3 E3
E5
E4 E4
E11 E11E11
E11 E11
W1
W2 W2
W2 W2
W2W2
W1
W1
W2 W2
W2W2
W2 W2
W1
W1
W2 W2
W2W2
W2 W2
W4 W4 W4 W4
W4127AW4125B
E9
E1 E1
E6E6
E6
E18
W2 W2
W1
W2 W2
W1
W1
W2W2
W1 W1
E11E11
E3E3
E4
E5
E22
E4
5.2 6.11
A4.21
Sim
2
A4.20
W1 W1 W1 W1 W1
3
A4.20
4
A4.20
6.2 7.17 11.110.18.28.1
E5
E3 E3 E3
E4
E11
E11 E11
W1
W2 W2
W2W2
W2 W2
W1
W1
W2 W2
W2 W2
W2W2
W1
W1
W2 W2
W2W2
E9E9
E1
E6
W2 W2
W1 W1
xW2 xW2
W1
E3
E11
E11
E11
E11
E4 E5
E4
W1
6.1
W1 W1 W1 W1 W1
W1
W1
xW2xW2
W2 W2
W1
E3
Project No.
Date:
Drawn by:
Checked by:
COPYRIGHT 2021
524 N Main Ave, Suite
201 Sioux Falls, SD 57104
605.305.4035
4609 S Techlink Cir
Sioux Falls, SD 57106
605.362.3753
Electrical Project Manager: Harlan Osterloo
harlan.osterloo@westplainsengineering.com
Mechanical Engineer: Connor Swiontek, P.E.
connor.swiontek@westplainsengineering.com
Project Manager: Jerad Hoffman
JHoffman@rakerrhodes.com
3405 SE Crossroads Drive, Suite G
Grimes,IA 50111
515.369.4429
Project Manager: Erin Ollendike
ErinO@cda-eng.com
Project Architect: Laura Devine
Email: laura.devine@lloydcompanies.com
101 S. Reid Street, Suite 201
Sioux Falls, SD 57103
Aspen: 605.695.1899 Laura: 605.929.6221
ARCHITECT
CONSULTANTS
CIVIL
MEP
STRUCTURAL
6/
2
8
/
2
0
2
2
1
1
:
3
0
:
3
0
A
M
A3.21
BLDG 4 (52 CL)
Exterior Elevations
22---
THE PITCH
PHASE 2
02.15.2022
ROBI
Checker
1/8" = 1'-0"1 Front Elevation- 48 Unit Side A
1/8" = 1'-0"2 Front Elevation- 48 Unit Side B
KEYNOTES
E1 Prefinished cement board, 1x6 Trim. LP SMARTSIDE. Color: Snowscape
White.
E3 Prefinished cement board, 8" lap siding. LP SMARTSIDE. Color: Snowscape
White.
E4 Prefinished cement board, board and batten. LP SMARTSIDE. Color: Abyss
Black.
E5 Prefinished cement board, board and batten. LP SMARTSIDE. Color:
Snowscape White.
E6 Roof system consists of: Class III Impact-Resistant 30-year laminated fiberglass
shingles, #15 ashpalt felt underlayment (self-adhered ice & water shield
rubberized membrane 60" up from eave & 30" ea. side of all valleys), plywood
roof sheathing (see struct.) w/ edge clips, & roof trusses @ 24" o.c. (verify w/
struct. & roof truss mfr.).
E9 Prefinished aluminum gutter. Color: White.
E11 Versetta Stone Mortarless screw-applied stone. Color: Northern Ash Style:
Ledgestone.
E18 18" tall metal building signage on 3" standoffs. Backlight. Finish: Weathered
metal, Color: Copper/Rust. See Detail 8/A1.02.
E22 Prefinished aluminum overhead door. Provide opener & light.
No. Description Date
123456
E3
E11
E3
E11 E11
W1
W1W1
W1W1
W1
W1 W1 W1
W2W2
W2 W2
W2W2
W1
W1
W1W1
W2W2
W2W2
W2 W2
W2W2
W2 W2
E11
E5
E9
E1
E4
E3E3
E11
E11 E11
E11
E1
E3
E6 E6
xW2 xW2
xW2xW2
xW2 xW2
W1W1
W1
W1
W2W2
W1
W1 W1 W1
W1
5.2
W1 W1
3
A4.20
4
A4.20
89 67121110
E3
E3
E11
E11
E11
W1
W1
W1
W2W2
W2 W2
W2W2
W1W1
W1 W1
W1W1
W2W2
W2 W2
W2W2
W1
W1
W1
E9
E1
E11
E4E5 E3
E3
E1
E11
E11
E11
E11
E3
W1
W1
W1 W1
W1
W1
W1
W1 W1
W1
xW2 xW2
xW2xW2
E6 E6
E3
E1
W2 W2
W2 W2
W2 W2
6.1
W1
xW2 xW2
W1
E3
E11
E9
E1
E9
E25
E1
E11
E3
E4 E4
3'
-
0
"
3'
-
0
"
1
A2.23
W1
W1
W1 W1
W1
W1
W2
W2
E5
E5
E3 E3
E11E11
E4E4
E25
E25
2
A2.23
W1
W1 W1
W1
W1
W2
W2
E1 E1
W1
Project No.
Drawn by:
Checked by:
COPYRIGHT 2021
524 N Main Ave, Suite
201 Sioux Falls, SD 57104
605.305.4035
4609 S Techlink Cir
Sioux Falls, SD 57106
605.362.3753
Electrical Project Manager: Harlan Osterloo
harlan.osterloo@westplainsengineering.com
Mechanical Engineer: Connor Swiontek, P.E.
connor.swiontek@westplainsengineering.com
Project Manager: Jerad Hoffman
JHoffman@rakerrhodes.com
4121 NW Urbandale Drive
Urbandale,IA 50322
515.369.4429
Project Manager: Erin Ollendike
ErinO@cda-eng.com
Project Architect: Laura Devine
Email: laura.devine@lloydcompanies.com
101 S. Reid Street, Suite 201
Sioux Falls, SD 57103
Laura: 605.929.6221
ARCHITECT
CONSULTANTS
CIVIL
MEP
STRUCTURAL
PRELIMINARY
NOT FOR
CONSTRUCTION
BI
M
3
6
0
:
/
/
P
I
T
C
H
P
2
/
2
1
0
7
7
_
T
h
e
P
i
t
c
h
_
4
8
D
U
-
C
L
.
r
v
t
6/
2
8
/
2
0
2
2
1
1
:
3
0
:
3
4
A
M
A3.22
BLDG 4 (52 CL) Exterior
Elevations
22---
THE PITCH
PHASE 2
02.15.2022
ROBI
Checker
1/8" = 1'-0"1 Back Elevation Side A
1/8" = 1'-0"2 Back Elevation Side B
KEYNOTES
E1 Prefinished cement board, 1x6 Trim. LP SMARTSIDE. Color: Snowscape White.
E3 Prefinished cement board, 8" lap siding. LP SMARTSIDE. Color: Snowscape White.
E4 Prefinished cement board, board and batten. LP SMARTSIDE. Color: Abyss Black.
E5 Prefinished cement board, board and batten. LP SMARTSIDE. Color: Snowscape
White.
E6 Roof system consists of: Class III Impact-Resistant 30-year laminated fiberglass
shingles, #15 ashpalt felt underlayment (self-adhered ice & water shield rubberized
membrane 60" up from eave & 30" ea. side of all valleys), plywood roof sheathing
(see struct.) w/ edge clips, & roof trusses @ 24" o.c. (verify w/ struct. & roof truss
mfr.).
E9 Prefinished aluminum gutter. Color: White.
E11 Versetta Stone Mortarless screw-applied stone. Color: Northern Ash Style:
Ledgestone.
E25 8" prefinished fascia trim. Color White.
1/8" = 1'-0"3 Side Elevation.
1/8" = 1'-0"4 Side Elevation- 48 Unit.
No. Description Date
T.O. Grill
4'
-
3
1
/
4
"
3'
-
3
"
1'
-
1
0
1
/
2
"
FRONT
3' - 4"
Fuel Type: Natural Gas
NOTE: Provide Electrical and Gas Hookups.
See Site Plan for location.
40" Sizzler Grill Model #ALSIZ40NG
Concrete Countertop
Corner Trim
Wood Tounge and Groove
FInish. Verify final color
with owner.
1
G0.4
T.
O
.
G
R
IL
L
-
V
e
r
i
f
y
M
a
n
u
fa
c
t
u
r
e
r
R
e
q
u
i
r
e
me
n
t
s
4'
-
4
1
/
4
"
1'
-
1
1
/
4
"
1' - 10"
9
1
/
4
"
2'
-
5
3
/
4
"
Tongue and
Groove Wood
Finish. Verify
final selection
with owner.
2x4 Wood framing.
Grill
Plywood Sheathing
on interior of grill
cutout.
Concrete Countertop
Product-Cove 30" Natural Gas Fire Pit
Color-Black
Note: Provide Gas hook up at this location. See Site Plan.
Fill with Lava Rock or Fire Glass per
Manufacturers Requirements.
2' - 6"
2' - 6"
1'
-
3
1
/
4
"
1' - 2"
4"
15
"
M
I
N
.
Ignition Switch at
15" AFF MIN. to
meet ADA Reach
requirments.
Provide an
automatic shutoff
and timer for firepit.
Contractor to provide a
4" high concrete pedestal
for the firepit to rest on.
Bring Gas line in through
bottom of pit.
1'
-
0
"
1'
-
9
"
96" +/- 1/2 Center to Center
2"
7
1
/
4
"
4'
-
1
1
3
/
4
"
5"
3 3/4"
Mounting Bracket
2" Square X 18 GA. Posts Typ.
5/8" Square X 18 GA. Pickets Typ.
Ribbed Channel Horizontal Rails
15/16" x 1 1/4" x 16 GA. Double Wall Leg
6'
-
0
"
NOTE: PROVIDE POWER TO THIS LOCATION. SEE ELECTRICAL SITE PLAN FOR MORE INFORMATION.
2'
-
2
"
Wood Cladding. Verify Material with
owner.
4'
-
1
0
"
7'
-
0
"
Stone Base. Verify Material with owner.
Metal Logo/Signage. Verify final design with Owner.
6"5' - 0"6"
SLOPE
14
'
-
0
"
5'
-
0
"
4'
-
0
"
5'
-
0
"
7 5/8"12' - 8 3/4"7 5/8"
14' - 0"
3'
-
0
"
8'
-
0
"
3'
-
0
"
2
A1.02
Sim
4'
-
3
"
6'
-
0
"
4' Vinyl Coated
Chainlink Fence
Project No.
Drawn by:
Checked by:
COPYRIGHT 2021
524 N Main Ave, Suite
201 Sioux Falls, SD 57104
605.305.4035
4609 S Techlink Cir
Sioux Falls, SD 57106
605.362.3753
Electrical Project Manager: Harlan Osterloo
harlan.osterloo@westplainsengineering.com
Mechanical Engineer: Connor Swiontek, P.E.
connor.swiontek@westplainsengineering.com
Project Manager: Jerad Hoffman
JHoffman@rakerrhodes.com
4121 NW Urbandale Drive
Urbandale,IA 50322
515.369.4429
Project Manager: Erin Ollendike
ErinO@cda-eng.com
Project Architect: Laura Devine
Email: laura.devine@lloydcompanies.com
101 S. Reid Street, Suite 201
Sioux Falls, SD 57103
Laura: 605.929.6221
ARCHITECT
CONSULTANTS
CIVIL
MEP
STRUCTURAL
PRELIMINARY
NOT FOR
CONSTRUCTION
BI
M
3
6
0
:
/
/
T
h
e
P
i
t
c
h
W
a
u
k
e
e
I
A
/
2
1
0
7
7
_
T
h
e
P
i
t
c
h
_
7
2
D
U
-
CL
.
r
v
t
6/
2
8
/
2
0
2
2
9
:
5
5
:
2
9
A
M
A1.02
Site Details
21077
THE PITCH
12.03.2021
ROBI
Checker
1" = 1'-0"3 Island/Grill Detail1" = 1'-0"5 Firepit Detail
3/4" = 1'-0"6 Pool Fencing
1" = 1'-0"8 Monument Sign
DOG PARK BLACK VINYL CHAIN LINK FENCE
4
4
No. Description Date
4 City Submittal #2 6.8.2022
1/4" = 1'-0"1 TRASH ENCLOSURE PLAN
1" = 1'-0"2 TRASH ENCLOSURE SECTION
(NOT ACCURATE COLOR)
3/4" = 1'-0"7 Dog Park Fence
(ACCURATE COLOR)
4'
-
0
MAIN FLOOR PLAN
0' -0"
2nd Floor FFE
10' -1 7/8"
3rd Floor FFE
20' -3 3/4"
Roof Truss Bearing
28' -4 7/8"
19
'
-
1
0
"
9'
-
4
3
/
4
"
4'
-
0
"
19
'
-
1
0
"
9'
-
4
3
/
4
"
MAIN FLOOR PLAN
0' -0"
2nd Floor FFE
10' -1 7/8"
3rd Floor FFE
20' -3 3/4"
Roof Truss Bearing
28' -4 7/8"
19
'
-
1
0
"
9'
-
4
3
/
4
"
MAIN FLOOR PLAN
0' -0"
2nd Floor FFE
10' -1 7/8"
3rd Floor FFE
20' -3 3/4"
Roof Truss Bearing
28' -4 7/8"
19
'
-
1
0
"
MAIN FLOOR PLAN
0' -0"
2nd Floor FFE
10' -1 7/8"
3rd Floor FFE
20' -3 3/4"
Roof Truss Bearing
28' -4 7/8"
19
'
-
1
0
"
Project No.
Date:
Drawn by:
Checked by:
COPYRIGHT 2021
524 N Main Ave, Suite
201 Sioux Falls, SD 57104
605.305.4035
4609 S Techlink Cir
Sioux Falls, SD 57106
605.362.3753
Electrical Project Manager: Harlan Osterloo
harlan.osterloo@westplainsengineering.com
Mechanical Engineer: Connor Swiontek, P.E.
connor.swiontek@westplainsengineering.com
Project Manager: Jerad Hoffman
JHoffman@rakerrhodes.com
4121 NW Urbandale Drive
Urbandale,IA 50322
515.369.4429
Project Manager: Erin Ollendike
ErinO@cda-eng.com
Project Architect: Laura Devine
Email: laura.devine@lloydcompanies.com
101 S. Reid Street, Suite 201
Sioux Falls, SD 57103
Aspen: 605.695.1899 Laura: 605.929.6221
ARCHITECT
CONSULTANTS
CIVIL
MEP
STRUCTURAL
6/
2
8
/
2
0
2
2
1
0
:
5
3
:
5
8
A
M
A3.20
BLDG 2 (74 CL)
Exterior Elevations
21077
THE PITCH
12.03.2021
MLM
LED
1/16" = 1'-0"1 Front Elevation- 72 Unit
1/16" = 1'-0"2 Back Elevation- 72 Unit
1/8" = 1'-0"3 Side Elevation- 72 Unit
1/8" = 1'-0"4 Side Elevation
LP SMARTSIDE-
-6" LAP SIDING
-BOARD AND BATTEN
22.07%
LP SMARTSIDE-
-6" LAP SIDING = 37.74%
-BOARD AND BATTEN = 2.53%
VERSETTA STONE-
-LEDGESTONE STYLE STONE SIDING
35.90%
Northern Ash
EXTERIOR MATERIALS PALETTE-
MALARKEY SHINGLES-
-Vista AR
Midnight Black
2
No. Description Date
2 Revision 2 2.17.2022
1 2 8.1 8.2 9.1
3.1 3.2 4.1 5.1 6.1 7.1
E3 E3E3 E3 E3 E3E3
E5 E5
E4
E4 E4 E4 E4
E11
E11 E11 E11
E11
E11 E11 E11
E11 E11
xW1
xW2 xW2
xW1
xW2
xW2
137A xW2 xW2
xW1
xW1
xW1
xW2 xW2 518
333xW2xW2
xW2 xW2 158
xW1
xW1
W1
xW2 W2 1B.5
679xW2xW2
xW2 xW2 572
xW1
xW1
7 xW2 xW2 680
681xW2xW2
686xW2xW2
xW1
xW1
xW1
xW2 xW2 656
666xW2xW2
xW2 xW2 706
xW1
xW1
xW1
xW2 xW2 641
667xW2xW2
xW2 xW2 657 xW2xW2
xW2xW2 W4 W4 W4 W4
W4124AW4
xW2xW2
xW2 xW2
xW1
xW1
128A
E9 E9 E9 E9 E9
E1 E1 E1 E1
E9
E1
E6E6E6E6E6
E6
E18
W2W2
W2 W2
xW1
xW1 xW1
xW1
168.2 9.1 9.2
14.1 14.213.112.111.110.1
15
E5 E4 E5
E3 E3 E3 E3 E3
E3 E3
E4 E4 E4
E4
E11 E11 E11 E11 E11
E11
E11
E11
xW2 xW2
xW2xW2
128A
W4 W4 W4 W4 xW2 xW2
xW2xW2
W4 124A W4
xW1
xW1
622 xW2 xW2
xW2xW2617
1A.5 xW2 xW2
xW1
xW1
xW1
698 xW2 xW2
577 xW2 xW2
xW2xW2607
xW1
xW1
xW1
563 xW2 xW2
xW2xW2378
203 xW2 xW2
xW1
xW1
xW1
xW2 xW2
xW2xW2601
213 xW2 xW2
xW1
xW1
xW1
578 xW2 xW2
xW1
xW1
xW2xW2393
218 xW2 xW2
xW1
xW2
xW2
138A xW2 xW2
xW1
xW1
xW1
xW2 xW2 455
270xW2xW2
xW2 xW2 3B.13
xW1
xW1
xW1
E9 E9 E9 E9 E9E9E9E9
E1 E1 E1 E1 E1
E6 E6 E6 E6 E6
E6
Project No.
Date:
Drawn by:
Checked by:
COPYRIGHT 2021
524 N Main Ave, Suite
201 Sioux Falls, SD 57104
605.305.4035
4609 S Techlink Cir
Sioux Falls, SD 57106
605.362.3753
Electrical Project Manager: Harlan Osterloo
harlan.osterloo@westplainsengineering.com
Mechanical Engineer: Connor Swiontek, P.E.
connor.swiontek@westplainsengineering.com
Project Manager: Jerad Hoffman
JHoffman@rakerrhodes.com
4121 NW Urbandale Drive
Urbandale,IA 50322
515.369.4429
Project Manager: Erin Ollendike
ErinO@cda-eng.com
Project Architect: Laura Devine
Email: laura.devine@lloydcompanies.com
101 S. Reid Street, Suite 201
Sioux Falls, SD 57103
Aspen: 605.695.1899 Laura: 605.929.6221
ARCHITECT
CONSULTANTS
CIVIL
MEP
STRUCTURAL
6/
2
8
/
2
0
2
2
1
0
:
5
4
:
0
5
A
M
A3.21
BLDG 2 (74 CL)
Exterior Elevations
21077
THE PITCH
12.03.2021
MORGAN
Checker
1/8" = 1'-0"1 Front Elevation- 72 Unit Side A
1/8" = 1'-0"2 Front Elevation- 72 Unit Side B
KEYNOTES
E1 Prefinished cement board, 1x6 Trim. LP SMARTSIDE. Color: Snowscape
White.
E3 Prefinished cement board, 8" lap siding. LP SMARTSIDE. Color: Snowscape
White.
E4 Prefinished cement board, board and batten. LP SMARTSIDE. Color: Abyss
Black.
E5 Prefinished cement board, borad and Batten. LP SMARTSIDE. Color:
Snowscape White.
E6 Roof system consists of: Class III- Impact Resistant 30 year laminated fiberglass
shingles, #15 ashpalt felt underlayment (self adhered ice & water shield
rubberized membrane 60" up from eave & 30" ea. side of all valleys), plywood
roof sheathing (see struct.) w/ edge clips, & roof trusses @ 24" o.c. (verify w/
struct. & roof truss mfr.)
E9 Prefinished aluminum gutter. Color: White.
E11 Versetta Stone Mortarless screw applied stone. Color: Northern Ash Style:
Ledgestone.
E18 18" High metal building signage on 3" standoffs. Backlight. Finish: Weathered
metal, Color: Copper/Rust. See Detail 8/A1.02.
2
No. Description Date
2 Revision 2 2.17.2022
MAIN FLOOR PLAN
0' -0"
2nd Floor FFE
10' -1 7/8"
3rd Floor FFE
20' -3 3/4"
Roof Truss Bearing
28' -4 7/8"
128934567
E11
E3
E3
E11
E4
E4
E3
E11
E3
E11
xW1 xW1
xW1xW1xW1
xW1xW1
xW1
xW1 xW1 xW1 xW1
xW2xW293
295 xW2 xW2
xW2xW2480 470 xW2 xW2
xW2xW2285
2B.9 xW2 xW2
xW1
xW1
xW1
523 xW2 xW2
xW1
xW1
xW1
xW2xW2
xW2 xW2338
163
xW1
xW1
xW1
W2W2
W2 W2
W2W2 37
244
429
xW1
xW1
xW1
xW1xW1
xW1
xW1
xW1xW1
xW2xW2
xW2xW2
2C.9 490 xW2 xW2
xW2xW2305
2A.9 xW2 xW2
E4
E4
E3 E3
E11 E11
E11 E11
E5 E5
E9 E9 E9 E9 E9
E1 E1 E1 E1
MAIN FLOOR PLAN
0' -0"
2nd Floor FFE
10' -1 7/8"
3rd Floor FFE
20' -3 3/4"
Roof Truss Bearing
28' -4 7/8"
8916141312111015
E4
E5
E11 E11
E5 E3 E3 E3 E3 E3
E3
E11 E11 E11 E11
E4 E4
xW1xW1
733xW2xW2
xW1
xW1
xW1
xW1
190xW2xW2
xW2 xW2 365
550xW2xW2
xW1xW1
xW1 xW1
xW1xW1
180xW2xW2
xW2 xW2 355
540xW2xW2
xW1
xW1
xW1xW1
xW1
xW1
530xW2xW2
xW2 xW2 345
170xW2xW2
xW1
xW1
xW1
xW1
xW2 xW2 223
398xW2xW2
xW2 xW2 583
xW1
xW1xW1
xW1
xW1
W2W2
W2W2
W2W2442
257
58
xW1
xW1
xW1
E9 E9 E9 E9
E1 E1 E1 E1
Project No.
Drawn by:
Checked by:
COPYRIGHT 2021
524 N Main Ave, Suite
201 Sioux Falls, SD 57104
605.305.4035
4609 S Techlink Cir
Sioux Falls, SD 57106
605.362.3753
Electrical Project Manager: Harlan Osterloo
harlan.osterloo@westplainsengineering.com
Mechanical Engineer: Connor Swiontek, P.E.
connor.swiontek@westplainsengineering.com
Project Manager: Jerad Hoffman
JHoffman@rakerrhodes.com
4121 NW Urbandale Drive
Urbandale,IA 50322
515.369.4429
Project Manager: Erin Ollendike
ErinO@cda-eng.com
Project Architect: Laura Devine
Email: laura.devine@lloydcompanies.com
101 S. Reid Street, Suite 201
Sioux Falls, SD 57103
Laura: 605.929.6221
ARCHITECT
CONSULTANTS
CIVIL
MEP
STRUCTURAL
PRELIMINARY
NOT FOR
CONSTRUCTION
BI
M
3
6
0
:
/
/
T
h
e
P
i
t
c
h
W
a
u
k
e
e
I
A
/
2
1
0
7
7
_
T
h
e
P
i
t
c
h
_
7
2
D
U
-
CL
.
r
v
t
6/
2
8
/
2
0
2
2
1
0
:
5
4
:
1
1
A
M
A3.22
BLDG 2 (74 CL) Exterior
Elevations
21077
THE PITCH
12.03.2021
MORGAN
Checker
1/8" = 1'-0"1 Back Elevation Side A
1/8" = 1'-0"2 Back Elevation Side B
KEYNOTES
E1 Prefinished cement board, 1x6 Trim. LP SMARTSIDE. Color: Snowscape
White.
E3 Prefinished cement board, 8" lap siding. LP SMARTSIDE. Color: Snowscape
White.
E4 Prefinished cement board, board and batten. LP SMARTSIDE. Color: Abyss
Black.
E5 Prefinished cement board, borad and Batten. LP SMARTSIDE. Color:
Snowscape White.
E9 Prefinished aluminum gutter. Color: White.
E11 Versetta Stone Mortarless screw applied stone. Color: Northern Ash Style:
Ledgestone.
2
No. Description Date
2 Revision 2 2.17.2022
First Floor FFE
0' -0"
Roof Truss Bearing
2
10' -1 1/8"
T.O. Footing
-4' -0"
W1 W1
W2
W1
E24
E20
E5
E15
E15E16
E20
E25 E25
E10
E27
E10
E7 E7 E7 E7
E8E8
W2W2 W3 W2 W6W6
W1W5 W5
W2
1
4'
-
0
"
E25
E25
First Floor FFE
0' -0"
Roof Truss Bearing
2
10' -1 1/8"
T.O. Footing
-4' -0"
E27
E25 E10 E10
12
10 13
E24
E5
E15
E12
E5
E5 E5
E15
E16
E16
E22
E7E7
E7
E8E8
E4
W6 W2 W6
W5W1W5
W7 W7
First Floor FFE
0' -0"
Roof Truss Bearing
2
10' -1 1/8"
T.O. Footing
-4' -0"
E27
E10E10 E27
E25
E10
E25
E24
E20
E20
E5
E16
E7 E7 E7 E7 E7
E15
E15
E12
E14E14
E15E15
E4
W2W2
W1W1
W2W6
W9W10W9
W6 W2
W1 W5W5
E20
E25
First Floor FFE
0' -0"
Roof Truss Bearing
2
10' -1 1/8"
T.O. Footing
-4' -0"
76
E24
E5
E27
E4
E25
E10
E15
E5
E15
E5
E5E5
E7 E7
E8E8
W9
W6W2
W1 W5W1
W2
W9
W6
W5
E25
Project No.
Date:
Drawn by:
Checked by:
COPYRIGHT 2021
524 N Main Ave, Suite
201 Sioux Falls, SD 57104
605.305.4035
4609 S Techlink Cir
Sioux Falls, SD 57106
605.362.3753
Electrical Project Manager: Harlan Osterloo
harlan.osterloo@westplainsengineering.com
Mechanical Engineer: Connor Swiontek, P.E.
connor.swiontek@westplainsengineering.com
Project Manager: Jerad Hoffman
JHoffman@rakerrhodes.com
3405 SE Crossroads Drive, Suite G
Grimes,IA 50111
515.369.4429
Project Manager: Erin Ollendike
ErinO@cda-eng.com
Project Architect: Laura Devine
Email: laura.devine@lloydcompanies.com
101 S. Reid Street, Suite 201
Sioux Falls, SD 57103
Aspen: 605.695.1899 Laura: 605.929.6221
ARCHITECT
CONSULTANTS
CIVIL
MEP
STRUCTURAL
6/
2
8
/
2
0
2
2
1
1
:
0
2
:
1
9
A
M
A3.31
BLDG 3(CH) Exterior
Elevations
21007
THE PITCH
06.3.2021
LED
LED
3/16" = 1'-0"1 Front Elevation-Clubhouse
3/16" = 1'-0"2 Back Elevation-Clubhouse
3/16" = 1'-0"3 Side A Elevation-Clubhouse
3/16" = 1'-0"4 Side B Elevation-Clubhouse
LP SMARTSIDE-
-6" LAP SIDING
-BOARD AND BATTEN
42.42%
LP SMARTSIDE-
-6" LAP SIDING
-BOARD AND BATTEN
21.31%
VERSETTA STONE-
-LEDGESTONE STYLE STONE SIDING
31.99%
Northern Ash
EXTERIOR MATERIALS PALETTE-
MALARKEY SHINGLES-
-Vista AR
Midnight Black
KEYNOTES
E4 4" prefinished cement board corner trim. Color White.
E5 8" prefinished cement board facia trim. Color White.
E7 Poured concrete foundation wall. See struct.
E8 Poured concrete footing. See struct.
E10 LP Smartside cement board lap siding. Color: Abyss Black.
E12 Insulated fiberglass door.
E14 42" tall railing. Top and Bottom Rail to be wood, Balusters to be metal. Typical.
E15 Prefinished aluminum gutter.
E16 Prefinished aluminum downspout. Add drain tile for gutter.
E20 8" prefinished cement board trim. Color White.
E22 Water spicket.
E24 Roof system consists of: 30 year laminated fiberglass shingles, #15 asphalt felt
underlayment (self adhered ice & water shield rubberized membrane 60" up
from eave & 30" ea. side of all valleys), plywood roof sheathing (see struct.) w/
edge clips, & roof trusses @ 24" o.c. (verify w/ struct. & roof truss mfr.)
E25 Versetta Stone. Ledgestone stone siding. Color: Northern Ash.
E27 LP Smartside board and batten siding. Color: Snowscape White.
No. Description Date
2 Revision 2 2.17.2022
2
139'-4"
1'
-
6
"
2'
-
0
"
2'
-
0
"
2'
-
0
"
1'
-
6
"
4' X2' Block wall
Guardrail
101 S. Reid Street, Suite 201
Sioux Falls, SD 57103
1" = 10'-0"1 Retaining Wall
SAMPLE IMAGE OF RETAINING BLOCK
COLOR TO MATCH