HomeMy WebLinkAbout2021-10-04-J05 Glynn Village Plat 12_Preliminary Plat AGENDA ITEM:
CITY OF WAUKEE, IOWA
CITY COUNCIL MEETING COMMUNICATION
MEETING DATE: October 4, 2021
AGENDA ITEM: Consideration of approval of a resolution approving a preliminary plat for
Glynn Village Plat 12
FORMAT: Resolution
SYNOPSIS INCLUDING PRO & CON: The applicant is requesting approval of a preliminary plat
for a 5.75-acre development for a townhome development located on the east
and west sides of Warrior Lane, north of SE Westown Parkway. The plat
identifies 11 townhome buildings with a total of 41 townhome lots and units.
All utilities will be provided to the units through existing utility mains.
FISCAL IMPACT INCLUDING COST/BENEFIT ANALYSIS:
COMMISSION/BOARD/COMMITTEE COMMENT: The Planning and Zoning Commission
reviewed the preliminary plat request at their meeting on May 25, 2021
and recommended approval:
Approval of a Preliminary Plat for Glynn Village Plat 12
Senior Planner Melissa DeBoer introduced the request for approval of a preliminary plat, final
plat, and site plan as submitted by the applicant, Hubbell metropolitan Development Fund 1, LLC, for
a townhome development. The subject property is generally located to the east and west of S Warrior
Lane and north of SE Westown Parkway, containing approximately 5.75 acres.
Mrs. DeBoer advised that the project identifies a total of 11 townhome buildings with a total of 41
townhome units. Each unit will be assigned its own lot of record. The lots range in size from 3,163
square feet to 16,958 square feet. The final plat identifies all proposed easements, including those for
ingress/egress. Access to the units will be provided via alleyways off of Warrior Lane. An 8-foot wide
trail is identified along the east side of S Warrior lane, and a five foot wide sidewalk is i dentified on
the west side of S Warrior lane. Public Utilities will serve the lots and storm water detention is
managed through existing detention from previous phases of the development. All Landscaping, open
space, parking, and elevation requirements have been met at this time.
Staff would recommend the approval of the preliminary plat, final plat, and site plan for Glynn
Village Plat 12 subject to remaining staff comments and review of the legal documents.
Commissioner Hoifeldt questioned if this completes the development. Mr. Kass advised that
was correct.
Commissioner Inman questioned if the Homeowner’s Association would now take over. Mr.
Kass advised that was correct. The HOA would become the enforcing body of the covenants
once this development completes.
J5
Commissioner Streit moved to approve the preliminary plat for Glynn Village Plat 12 subject to
any remaining staff comments and review of the legal documents. Commissioner Hoifeldt seconded
the motion. Ayes: Streit, Broderick, Hoifeldt, Inman, Ward, and Conley. Nays: none. Motion Carried.
STAFF REVIEW AND COMMENT: Staff recommends approval of the preliminary plat.
RECOMMENDATION: Approve the resolution.
ATTACHMENTS: I. Proposed Resolution
II. Staff Report
III. Preliminary Plat
PREPARED BY: Melissa DeBoer, Senior Planner
REVIEWED BY:
PUBLIC NOTICE INFORMATION –
NAME OF PUBLICATION:
DATE OF PUBLICATION:
THE CITY OF WAUKEE, IOWA
RESOLUTION 2021-
APPROVING THE PRELIMINARY PLAT FOR GLYNN VILLAGE PLAT 12
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 reviewed and recommended
approval of a Preliminary Plat for Glynn Village Plat 12 on September 28, 2021; AND,
WHEREAS, the Preliminary Plat for Glynn Village Plat 12 is in general conformance with
section §303 - Land Subdivision Ordinance of the Waukee Municipal Code.
NOW THEREFORE BE IT RESOLVED by the City Council of the City of Waukee, Iowa on
this the 4th day of October, 2021 that the Preliminary Plat for Glynn Village Plat 12 be approved
subject to remaining staff comments.
____________________________
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: Glynn Village Plat 12 – Preliminary
Plat / Site Plan and Final Plat
PREPARED BY: Melissa DeBoer, AICP – Senior Planner
REPORT DATE: September 24, 2021
MEETING DATE: September 28, 2021
GENERAL INFORMATION
Owner/Applicant: Hubbell Metropolitan Development Fund I, LLC
Project Manager: Dustin Creech, P.E. – ERG
Request: The applicant is requesting approval of a preliminary
plat / site plan and final plat for a townhome
development.
Location and Size: Property is located on the east and west sides of
Warrior Lane, north of SE Westown Parkway,
containing approximately 5.75 acres.
AREA MAP
ABOVE: Aerial of subject property (outlined in RED) in relation to the surrounding area.
September 24, 2021
2 of 3
LAND USES AND ZONING
Location Existing Land Use Comprehensive Plan Current Zoning
Property in
Question
Vacant – Undeveloped Medium Density
Residential
R-4 / PD-1 (Row Dwelling and
Townhome Dwelling District with
a Planned Development
Overlay)
North Townhomes Medium Density
Residential R-4 / PD-1 (Row Dwelling and
Townhome Dwelling District with
a Planned Development
Overlay)
South Single Family Residential Single Family
Residential
R-2 / PD-1 (One and Two Family
Residential District with a
Planned Development Overlay)
East Single Family Residential Single Family
Residential R-2 / PD-1 (One and Two Family
Residential District with a
Planned Development Overlay)
West Single Family Residential Single Family
Residential R-2 / PD-1 (One and Two Family
Residential District with a
Planned Development Overlay)
BACKGROUND
The subject property is located within the Glynn Village neighborhood, located south of University Avenue
and north of Westown Parkway. This request is the last phase of the townhome development within Glynn
Village.
PROJECT DESCRIPTION
The project includes a total of 11 townhome buildings with a total of 41 townhome units for the entire site.
Each unit accounts for one lot for a total of 41 corresponding lots. The buildings range between two to five
units per building. The lots range in size from 3,163 square feet to 16,958 square feet. The units range in size
from 1,274 square feet to 1,773 square feet. A mix of one-story and two-story units are proposed.
The final plat identifies the 41 townhome lots as well as the proposed easements, including the ingress/egress
easements for the shared drives.
ACCESS AND PARKING
Access to the units will be provided via alleyways off of Warrior Lane. The alleyways are 25.5 feet in width
which is consistent with the previous, adjacent phases of townhome development in Glynn Village. Parking
spaces will be provided along the edges of the alleyways to satisfy visitor parking space requirements. A total
of 65 parking spaces will be provided within the alleyways.
SIDEWALKS/TRAILS
An 8-foot wide trail will be constructed along the east side of Warrior Lane and a 5-foot side sidewalk will be
constructed along the west side of Warrior Lane. This is consistent with existing, adjacent development.
Private sidewalks will also be constructed interior to the development with widths of 3-feet and 5-feet.
September 24, 2021
3 of 3
UTILITIES
Sanitary sewer service will be provided with the existing sanitary sewer located within the rear of the lots.
Storm services will also be provided with the existing storm sewer main located within the rear of the lots.
Storm water detention will be provided within existing facilities constructed as part of previous phases of
Glynn Village. Water will be provided from and existing 8-inch main on the west side of Warrior Lane and an
existing 4-inch main on the east side of Warrior Lane.
LANDSCAPING
A 25-foot landscape buffer easement is provided along the rear of all units to provide screening of the
alleyway and garages from the adjacent single-family residential development. The proposed site plan provides
for the required landscaping. The required amount of plantings per unit has also been provided for (2 trees
per unit).
ELEVATIONS
Six building types are proposed to be constructed as part of this project. The building materials proposed
include vinyl siding, board and batton siding, stone veneer, and asphalt shingles. The units include front
porches and rear loaded garages.
COMPREHENSIVE PLAN
The Comprehensive Plan classifies the subject property as Medium Density Residential. The Medium Density
Residential classification provides for a variety of attached side-by-side townhome and row home products.
The Plan states that neighborhoods should include a variety of housing options that accommodate a range of
needs, price points and life stages of residents.
STAFF RECOMMENDATION
The proposed preliminary plat, site plan and final plat are in general conformance with the Zoning Ordinance,
Subdivision Ordinance, Site Plan Ordinance, Planned Development Ordinance and Comprehensive Plan. Staff
recommends approval subject to any remaining staff comments and review of the legal documents.
GLYNN VILLAGE PLAT 12 - GEOMETRIC PLANSP1
GLYNN VILLAGE PLAT 12 - PRELIMINARY PLATSP2PRELIMINARY PLAT / SITE PLAN
GLYNN VILLAGE PLAT 12 - GRADING PLAN - 1SP3
GLYNN VILLAGE PLAT 12 - GRADING PLAN - 2SP4
GLYNN VILLAGE PLAT 12 - GRADING PLAN - 3SP5
GLYNN VILLAGE PLAT 12 - UTILITY PLANSP6
GLYNN VILLAGE PLAT 12 - LANDSCAPE PLANSP7
GLYNN VILLAGE PLAT 12 - DETAILSREVISION
10-21-14
SHEET _1 of _1
4040.232
4" (min.)
1'-8"Varies9"
15 5 8"
9 7 8"
6"
7 8"
TYPE A-1 CLEANOUT TYPE A-2 CLEANOUT TYPE B CLEANOUT
(Non-traffic areas only)(Non-traffic areas only)
(Dimensions are nominal)
END OF RUN IN-LINE
TYPE A CLEANOUT CONNECTIONS
DETAIL A 1 4
6" min.
Concrete
#4 Hoop
Casting.
See Detail A
Threaded PVC Cap
or Iron Body Ferrule
with Brass Screw Plug
Subdrain
6" Class 1
Bedding
Concrete Base
Cleanout
45° Bend
Subdrain Wye
45° Bend
Cleanout
1
6 6
5
3
1
2
3
4
5
6
1
SUBDRAIN CLEANOUTSFIGURE 4040.232SHEET 1 OF 1Heavy duty casting. Label lid with
"Storm" or "Storm C.O."
Do not allow casting to bear on top
of riser pipe; provide 2 inch
clearance, minimum.
24 inch diameter RCP for subdrain 8
inches or smaller; 30 inch diameter
RCP for 10 to 12 inch subdrain. A
manufactured cleanout may be used in
lieu of a Type B cleanout, if
approved by the Engineer.
Design is intended for use in
conjunction with 8 inch PVC riser
pipe. Other sized caps may be used
with smaller pipe, as approved by the
Engineer.
Provide Type G casting, as required
to fit pipe size.
PVC riser pipe; match diameter of
subdrain (8 inches maximum).
maximum transverse joint spacing.
Where new and existing pavements
PLAN VIEW49'R
'L' or 'KT'Commercial
Driveway
Future
Driveway
26' or 31'
REVISION
10-19-10New
SHEET 1 of 1
7010.904
TYPICAL JOINTING LAYOUT31''KT' or 'L' Joint
26' or 31''KT' Joint
Normal Spacing
1
Normal Spacing
'KT' or 'L' Joint
'C'
'L' Joint
'L'
'C'
'C'
'C'
'KT' Joint
'L'
'DW'
End of
Day's Work
1/2 Normal 'C' Spacing
Boxout with 'KT'
'L' or 'KT' Joint
'C' Joint
'E' Joint
'HT'
'KT' or 'L' Joint
'L'
'KT' Joint
'C' Joint
2' Min.
'C' Joint
'KT' Joint
'L' Joint
'C'
1/2 Normal 'C' Spacing
'KT' or 'L' Joint
'DW'
End of
Day's WorkR2' Min.R'L' Joint
23
3
3
Shorten jointing pattern on either
Where pavement abuts an
When radius exceed 20 feet, add
side of openings to allow joints to
meet, and no existing dowels, tie
bars, or keyed joints are present,
provide a 'BT', 'RT', or 'RD' joint.
Refer to Figure 7010.901 for
intersect round castings and fall
at the edges of intake boxouts.
1
2
3
unimproved street, terminate with
one additional 'C' joint at radius
a type 'HT' joint.
intersections. (TYP RADIUS 25')
SUDAS Standard Specifications
P
a
r
a
l
l
e
l
R
a
m
p
(
i
f
r
e
q
u
i
r
e
d
)
St
a
n
d
a
r
d
Si
d
e
w
a
l
k
1'-0
"
(typ
.
)
REVISION
New
SHEET _1 of _1
7030.207FIGURE 7030.207SHEET 1 OF 1CURB RAMP FOR
CLASS B OR C SIDEWALK
Grade Break
Special Shaping
Parallel Curb Ramp: If normal sidewalk
elevation cannot be achieved with the
perpendicular ramp between the street
and landing due to limited ramp length,
provide a parallel ramp to make up the
elevation difference between the
landing and the standard sidewalk.
The length of the parallel ramp is not
required to exceed 15 feet, regardless
of the resulting slope. Do not exceed
8.3% slope for parallel ramps shorter
than 15 feet.
Turning Space: Target slope of 1.5%
with maximum slope perpendicular to the
travel directions of 2.0%. Minimum 5
feet by 5 feet.
Perpendicular Curb Ramp: Target
running slope of 6.25% with maximum
running slope of 8.3%.
Target cross slope of 1.5% with a
maximum cross slope of 2.0%.
Match pedestrian street crossing cross
slope or flatter.
10-16-12
1
2
3
4
3 3
1
2
4
4
5
5
SUDAS Standard Specifications
SP8
GLYNN VILLAGE PLAT 12 - DETAIL-2SP9
J:\2021 Proj\21-066\Design\21-066-DTL-2.dwg, 9/13/2021 2:08:03 PM, DDC
distance from site to receiving waters
of stream: 1,300 feet
STORM WATER POLLUTION PREVENTION PLAN
J:\2021 Proj\21-066\Design\21-066-SWPPP.dwg, 9/13/2021 2:08:08 PM, DDC