HomeMy WebLinkAbout2016-10-17-J05 AutoZone_Site Plan AGENDA ITEM:
CITY OF WAUKEE, IOWA
CITY COUNCIL MEETING COMMUNICATION
MEETING DATE: October 17, 2016
AGENDA ITEM: Consideration of approval of a resolution approving a site plan for AutoZone
[930 E. Hickman Road]
FORMAT: Resolution
SYNOPSIS INCLUDING PRO & CON: AutoZone Parts, Inc., requests approval of a site plan to
construct an AutoZone auto parts store located near the intersection of SE
Alice’s Road and Hickman Road. The site plan identifies a 7,382 square feet
store. Access to the site will be provided from a private drive that will connect
to Hickman Road. As further development of Waukee Market Place occurs
additional points of access will be provided to the east. Currently, sanitary
sewer and water main are being installed to the site as part of the overall
improvements to the Waukee Market Place Development. Storm water
detention will be provided in a pond on the front of the site.
FISCAL IMPACT INCLUDING COST/BENEFIT ANALYSIS:
COMMISSION/BOARD/COMMITTEE COMMENT: The Planning and Zoning Commission
reviewed this request on October 11, 2016 and recommended approval subject to remaining
staff comments.
Approval of a Site Plan for AutoZone [930 E Hickman Road]
Waukee City Planner, Andy Kass, introduced the request by applicant, AutoZone Parts, Inc. for a site
plan approval. Mr. Kass advised that the subject property is located at the southwest corner of
Hickman Road and SE Alice’s Road and is approximately 1.14 acres in size. The project proposed
includes the construction of a 7,382 square foot building to be used for an AutoZone auto parts store
with a trash enclosure located just south of the proposed building.
Mr. Kass advised that access will be provided from the west via a private access that will be
constructed by the developer of the Waukee Market Place Plat 1 development. This private access
connects to Hickman Road and future access to the east will be provided as the plat is developed. The
site plan identifies a total of 65 parking spaces which meets the required 37 space minimum. The Open
space requirement of 20 % has been met and surpassed with a proposed 37% of open space.
Mr. Kass advised that no public sidewalk is required to be installed as part of this project. The site plan
does identify a sidewalk that will be extended to the east and west lot lines to connect into sidewalks
that will be constructed as part of the development of lots 1 and 3 of Waukee Market Plat 1. Mr. Kass
also advised that all utilities will be extended to this site during platting and storm water detention will
be provided in a Pont fronting Hickman Road.
Mr. Kass advised that Staff is comfortable with the site plan and would recommend approval of the
site plan subject to remaining staff comments.
• Commissioner Broderick raised a concern for the angle of the trash enclosure. Stating
that it looked a little tight for a waste hauler to fit. Commissioner Streit commented
that he believed the intent was to use to south access road. Mr. Kass advised
that all of the Trash enclosures would be on the south side of the development.
• Commissioner Nigro questioned if there would be an access to the south of the
buildings and if it would connect all the way through. Mr. Kass advised that ne
anticipated that there would be access to the westward lot.
• Ed Arp, a representative for the applicant, advised that currently AutoZone was not
wanting the connection, but that the commission did have a say on whether that would
be required or not.
• Commissioner Hoifeldt asked for a reminder of the projects going in at this point. Mr.
Kass advised that it was just this project and a credit union on the corner.
• Commissioner Shanks advised that she could see how connecting the area should
something such as fast food move next door would be a bad idea as it would make a
traffic hazard. Commissioner Nigro questioned staff on their comments for the south
access. Mr. Kass advised that he personally thought it made more sense for the
connection and would recommend it for the site. Commissioner Broderick agreed.
• Mr. Kass suggested that typically an access would extend to the property line and be
curbed. In the event that the future development required access it could be extended
at a later date.
• Commissioner Hoifeldt questioned if the service door would be an overhead door. Mr.
Kass advised that as long as it does not face Hickman the service entrance can be
placed on any side. He advised that he could have the applicant update the elevation to
match the site plan.
A motion was made to approve a Site Plan for Auto Zone [930 E Hickman Road] with the
recommendation to include a western extension of the south drive and subject to remaining staff
comments by Commissioner Broderick and seconded by commissioner Hoifeldt. Ayes: Nigro, Streit,
Broderick, Hoifeldt, and Shanks. Nays: none. Motion Carries.
STAFF REVIEW AND COMMENT: Staff recommends approval subject to remaining staff
comments.
RECOMMENDATION: Approve the resolution
ATTACHMENTS: I. Proposed Resolution
II. Staff Report
III. Staff Comment Letter
IV. Site Plan & Elevations
PREPARED BY: Andy Kass, Senior Planner
REVIEWED BY:
THE CITY OF WAUKEE, IOWA
RESOLUTION 16-
APPROVING THE SITE PLAN FOR AUTOZONE [930 E. HICKMAN ROAD]
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 AutoZone, subject to remaining staff comments on October 11, 2016; AND,
WHEREAS, the Site Plan for AutoZone is in general conformance with §304 – Site and
Building Development Standards Ordinance of the Waukee Municipal Code; AND,
WHEREAS, the Site Plan for AutoZone is in general conformance with §301.27(A) –
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 17th day of October, 2016 that the Site Plan for AutoZone is approved subject to remaining
staff comments.
____________________________
William F. Peard, Mayor
Attest:
___________________________________
Rebecca D. Schuett, City Clerk
ROLL CALL VOTE AYE NAY ABSENT ABSTAIN
Anna Bergman
Brian Harrison
Shelly Hughes
Larry R. Lyon
Rick Peterson
STAFF REPORT
TO: Planning and Zoning Commission PREPARED BY: Andy Kass
RE: AutoZone – Site Plan
DATE: October 11, 2016
GENERAL INFORMATION:
Applicant: AutoZone Parts, Inc.
Requested Action Site Plan Approval
Location and Size: Property is generally located at the southwest
corner of Hickman Road and SE Alice’s Road
containing approximately 1.14 acres.
LAND USES AND ZONING:
Location Existing Land Use Comprehensive Plan Current
Zoning
Property in Question Vacant - Undeveloped Community Village PD/C-1
North Hy-Vee, Hy-Vee Gas,
Westbank Community Village C-1B
South Vacant - Undeveloped Community Village PD/C-1 &
PD/C-1A
East Atlantic Bottling Community Village M-1
West Westgate Neighborhood Neighborhood Residential R-2
BACKGROUND:
The subject property is located at the southwest corner of Hickman Road and SE Alice’s Road. The property
in question is approximately 1.14 acres. The applicant, AutoZone Parts, Inc., requests site plan approval for a
credit union to be located at 930 E. Hickman Road.
October 10, 2016
2 of 3
ABOVE: Site Plan for the proposed AutoZone auto part store.
PROJECT DESCRIPTION:
The proposed project includes the construction of a 7,382 square foot building to be used for an AutoZone
auto parts store. The trash enclosure is located just south of the proposed building. Included is an elevation of
the trash enclosure.
ACCESS AND PARKING:
Access will be provided from the west via a private access that will be constructed by the developer of the
Waukee Market Place Plat 1 development. This private access connects to Hickman Road. Future access to
the east will be provided as the plat is developed.
A total of 37 parking spaces are required for this site and the site plan identifies a total of 65 parking spaces.
SIDEWALKS/TRAILS:
No public sidewalk is required to be installed as part of this project. The site plan does identify a sidewalk that
will be extended to the east and west lot lines to connect into sidewalks that will be constructed as part of
the development of Lots 1 and 3 of Waukee Market Place Plat 1.
UTILITIES:
All utilities will be extended to this site during platting. Sanitary sewer and water will be extended from SE
Alice’s Road and leave service stubs in the rear of the lots for Waukee Market Place Plat 1. Storm water
October 10, 2016
3 of 3
detention will be provided in a pond fronting Hickman Road. This pond is part of the overall Waukee Market
Place detention system which discharges into the Hickman Road storm sewer and ultimately to Walnut Creek.
OPEN SPACE AND LANDSCAPING:
A minimum of 20% of the project area is required to be open space. The total project area is 1.14 acres and
the proposed amount of open space is 37% of the project area. The applicant has provided the required
amount of plantings per the landscaping ordinance.
ELEVATIONS:
The proposed building will be constructed of stone, block, and aluminum paneling.
STAFF RECOMMENDATION:
At this time staff is comfortable with the site plan and would recommend approval of the site plan subject to
remaining staff comments.
CITY OF WAUKEE
Andy Kass, AICP
Senior Planner
Development Services Department
230 W. Hickman Road
Waukee, IA 50263
Phone: (515) 978-9533
Fax: (515) 987-1845
1st Review: September 13, 2016
2nd Review: October 4, 2016
3rd Review:
4th Review:
Civil Engineering Consultants
Attn: Ed Arp
2400 86th Street, Unit 12
Des Moines, IA 50322
RE: Autozone – Site Plan
Dear Mr. Arp:
Per your request, staff has reviewed the proposed site plan for Lot 2, Waukee Market Place. The property is
located at the southwest corner of SE Alice’s Road and Hickman Road. Based upon our review, staff has the
following comments related to the site plan:
COVER SHEET & GENERAL COMMENTS
1. Rename the site plan to Autozone.
Engineers Response:
2. The site address of 930 E. Hickman Road should be added to the cover sheet.
Engineers Response:
3. A check in the amount of $250.00 should be provided to satisfy the review fee.
Engineers Response:
4. A storm water management plan should be provided for review.
Engineers Response:
5. Please indicate who the applicant is.
Engineers Response:
6. Revise grading notes 7 and 9 to meet General Permit # 2 and SUDAS Section 2010 for on-site itopsoil
(no numbers should be referenced).
Engineers Response:
7. Staff questions how General Permit #2 coverage will be provided by this site (developer or
independent). Please address.
Engineers Response:
8. Provide a SWPPP plan showing controls proposed for this site.
Project Name Project Engineer/Manager Project Type City Contact
Lot 2 Waukee Market
Place (Autozone)
Ed Arp Site Plan Andy Kass
Engineers Response:
9. A note indicating that any proposed signage will require a permit from the Waukee Development
Services Department. This note is shown twice. Remove Note #22.
Engineers Response:
10. On Grading note #8 please remove the portion regarding written verification of topsoil as
the City no longer requires this.
Engineers Response:
SHEET 2 | DIMENSION PLAN
11. Staff questions if any monument signage is proposed. If so, please indicate location. Adjust the leader
for the monument sign label.
Engineers Response:
12. The drive on the east side does not match up with the future drive for the property to the east.
Engineers Response:
13. Indicate the ingress/egress easement.
Engineers Response:
14. A landscaped island is required for every 15 parking spaces. The parking on the west side has 17 spaces
in a row. Please add an island.
Engineers Response:
15. The Veridian Credit Union that will be located on Lot 6 is going to construct a 5 foot sidewalk along the
rear of its property. Staff suggests providing a sidewalk in the rear to facilitate pedestrian connectivity
throughout the entire Waukee Market Place Plat 1 development.
Engineers Response:
16. What is the striped area at the southwest corner of the building represent. Please address.
Engineers Response:
17. The lot numbering appears to be incorrect. Please address.
Engineers Response:
18. Verify that all proposed easements are indicated as well as all existing easements.
Engineers Response:
SHEET 3 | GRADING PLAN
19. Demonstrate grades meet 2% slope in all unpaved areas. Provide the percent of fall through the
detention basin.
Engineers Response:
20. Provide spot elevations at all building corners.
Engineers Response:
21. Provide pedestrian facility information for ramps, cross walks, and turning spaces (running ramp
grades, spot elevations, cross slope, etc.).
Engineers Response:
22. Indicate and illustrate 100 year flood elevations for all detention and sump locations. Move the leader
for the 100 year elevation for the pond.
Engineers Response:
23. Indicate and illustrate the overflow route for all detention and sump areas.
Engineers Response:
24. Staff questions if an overland flowage easement is needed on the joint lot line with Lot 3. Please address.
Engineers Response:
25. Update the note for the detention basin that references Lots 3 and 4.
Engineers Response:
26. Provide details for the grassed weir. Is an easement necessary for this weir?
Engineers Response:
SHEET 4 | UTILITY PLAN
27. Provide a downspout connection detail and label these locations on the site plan if there are any.
Engineers Response:
28. Indicate the location of the fire department connection.
Engineers Response:
29. Indicate the location of any ground mounted mechanical equipment.
Engineers Response:
30. Indicate the size of the water service.
Engineers Response:
31. Separate the water (domestic and fire) on the outside of the building and provide a valve for each after
the separation
Engineers Response:
32. Staff questions if gas service is planned for this site. If so, please indicate the service route.
Engineers Response:
33. All critical crossings should be called out with top and bottom of pipe elevations.
Engineers Response:
34. Indicate hydrant coverage (150’ radius) on this sheet.
Engineers Response:
35. Revise elevations of Intake #1. Outlet elevation is higher than inlet elevation.
Engineers Response:
36. Correct overlapping note for the orifice location.
Engineers Response:
SHEET 5 | LANDSCAPE PLAN
37. Add a note to this sheet indicating that planting substitutions shall be approved in writing by the
Waukee Development Services Department.
Engineers Response:
38. Please provide one tree per 40 lineal feet within the parking setback. Bushes should also be added along
the parking lot setback fronting Hickman Road to provided headlight screening. Indicate these
calculations on the cover sheet.
Engineers Response:
39. Please provide a 3’ berm on the north side of the site, if feasible.
Engineers Response:
40. Staff would note that all disturbed areas will be required to be replaced with sod.
Engineers Response:
41. Remove note #10.
Engineers Response:
42. The parking island on the west side shall be landscaped per ordinance requirements.
Engineers Response:
BUILDING ELEVATIONS
43. The Site Plan Ordinance requires that buildings in the C-1 Zoning District are to be designed to sustain
interest throughout the entirety of the building’s exterior and reduce the appearance of a box or cube.
Based on the preliminary elevation provided staff does not feel that the proposed building meets this
requirement.
Engineers Response:
44. The Site Plan Ordinance indicates that preferred primary materials for buildings in the C-1 Zoning
District are as follows: Aluminum Composite Materials, Brick, Cast Stone, Cultured Stone, Glass, Plate
Cladding Systems, and Precast Concrete Panels. The proposed building is mostly made of what appears
to be smooth face block and does not appear to meet this requirement.
Engineers Response:
45. Please provide a materials board with the next submittal.
Engineers Response:
46. Provide a 4 sided color elevation of the building and the trash enclosure.
Engineers Response:
47. Provide a list of materials.
Engineers Response:
48. Provide a floorplan of the proposed building.
Engineers Response:
FIRE DEPARTMENT COMMENTS:
49. Show fire department connection on addressed side of the building.
Engineers Response:
50. Relocate the fire hydrant in the southeast corner of the building to the northeast corner just south of
the frontage road.
Engineers Response:
51. The fire hydrant will need to be located with 100 feet of the fire department connection.
Engineers Response:
VEENSTRA & KIMM COMMENTS:
52. Storm Water Management Plan, on sheet 9 under Pipe from Intake #1 to ex intake, the
Qtot from Intake #2 is shown as 3.47 cfs instead of 3.77 cfs. Correct this number and revise
subsequent calculations accordingly.
Engineers Response:
MISCELLANEOUS COMMENTS:
53. Provide a copy of the Construction Site SWPPP Review Checklist signed by the SWPP designer.
Engineers Response:
54. Provide a copy of the SWPPP Prepared for obtaining General Permit #2 coverage. SWPPP will be
completely reviewed once checklist is provided.
Engineers Response:
55. Provide a copy of the IDNR issued General Permit #2 authorization letter.
Engineers Response:
56. Submit $200 fee for the COSESCO inspections.
Engineers Response:
The applicant will be required to provide the following as a part of the completion of the public improvements
prior to approval of a final plat:
Post Construction What practices considered for this site?
57. Provide a site plan specific to the storm water management facilities of the property indicating the
permanent measures utilized by the designer and requirements for maintenance of said facilities.
58. A maintenance covenant will need to be created and provided for review (if different than the existing).
59. As-built plans of all storm water management facilities on site and a certification statement signed by
SWPPP designer indicating that facilities were constructed as designed will be required.
Staff would request that the revised plans and comment response letter be provided in digital form (PDF) and
hard copies with 5 full-sized hard copies delievered to Waukee City Hall. The PDF copy may be emailed. One
additional hard copy set including any storm water management materials should be delivered directly to
Veenstra and Kimm to Jordan Kappos’ attention.
Should you have any questions or concerns regarding these comments, please feel free to contact Brad Deets
(515-978-7899), Melissa DeBoer (515-978-7898) or myself at (515) 978-7897.
Sincerely,
Andy Kass, AICP
Senior Planner
CECCivil Engineering Consultants, Inc.2400 86th Street . Unit 12 . Des Moines, Iowa 50322515.276.4884 . Fax: 515.276.7084 . mail@ceclac.comQ:\A-FILES\A-1800\A1800\_C3D Drawings\Construction Documents\A1800 (01 COVER.dwg, 10/13/2016 2:13:41 PM, mmorgan, 1:1
CECCivil Engineering Consultants, Inc.2400 86th Street . Unit 12 . Des Moines, Iowa 50322515.276.4884 . Fax: 515.276.7084 . mail@ceclac.com1
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TCECCivil Engineering Consultants, Inc.2400 86th Street . Unit 12 . Des Moines, Iowa 50322515.276.4884 . Fax: 515.276.7084 . mail@ceclac.comQ:\A-FILES\A-1800\A1800\_C3D Drawings\Construction Documents\A1800 (03) GRAD.dwg, 10/13/2016 2:16:20 PM, mmorgan, 1:1
CECCivil Engineering Consultants, Inc.2400 86th Street . Unit 12 . Des Moines, Iowa 50322515.276.4884 . Fax: 515.276.7084 . mail@ceclac.comQ:\A-FILES\A-1800\A1800\_C3D Drawings\Construction Documents\A1800 (04) UTIL.dwg, 10/13/2016 2:17:40 PM, mmorgan, 1:1
CECCivil Engineering Consultants, Inc.2400 86th Street . Unit 12 . Des Moines, Iowa 50322515.276.4884 . Fax: 515.276.7084 . mail@ceclac.comQ:\A-FILES\A-1800\A1800\_C3D Drawings\Construction Documents\A1800 (05) LAND.dwg, 10/13/2016 2:18:26 PM, mmorgan, 1:1
INT'L BARRIER FREE SYMBOLROLL-OVER CURB at ASPHALT PAVING ASPHALT PAVING SECTION TYPICAL ROLL-OVER CURB
CONCRETE ACCESSIBLE RAMP
NOTE: Compacted subgrade should be as specified in
soils report.
XXX
CONCRETE PAVING SECTION
TYPICAL HANDICAP SIGN
TYPICAL CONTROL JOINTTYPICAL EXPANSION JOINT
xxx
x
x
TYPICAL WALK SECTION
NO SCALE
CONCRETE SIDEWALKFROST DEPTH NOTES
GATE DETAIL FOR DUMPSTER ENCLOSURE
PIPE GUARD @ SERVICE DOOR
GATE LATCH / BOLT DETAILS
WALK AT DOORS FROST DEPTH 18" TO 24"
x 4"1'-0"6"1'-6" MINIMUMx xxx
8"
WALK AT DOORS FROST DEPTH 24"+
x 4"1'-0"6"1'-6" MINIMUMx xxx
8"
NO SCALE
WHEEL STOP DETAIL
See site plan
for pole and
fixture
locations and
orientations.
Light fixtures
and poles are
furinished by
AutoZone and
installed by
General
Contractor.
Light pole
base plate
Light pole
base cover
install over
anchor bolts
3/4" chamfer
Electric conduit
24" dia. concrete
base. Min.
reinforcing 4 #5
bars vert. & 7 #3
ties eq. space
209 watt LED "D" series area
light fixture two per pole.
Note:
Rub
concrete
base smooth
Finish grade
or top of
paving, See
site plan for
location
Levelling nut
(4 locations)
NOTE: This
drawing represents
the minimum
foundation
requirements; if
more stringent
drawing is shown in
structural then it
shall govern.MINIMUM25' TYPICAL DOUBLE LIGHT POLE
5" sq. steel pole
bronze finish with 4
anchor bolts
Note:
Anchor bolts to
be installed
perpendicular to
curb on single
head poles.
Rotate 45
degrees to
diamond bolt
pattern on dual
head poles.
High wind
anchor bolts
1"x36"x4" hook
Standard
anchor bolts
3
4"x17"x3" hook
15
C1A
TYPICAL PIPE GUARD SECTION
NO SCALE
HANDICAP PARKING DETAIL
8'-0"8'-0"8'-0"5'-0"8'-0"
21'-0"
NO SCALE
DUMPSTER LAYOUT DUMPSTER SECTION
NO SCALE CECCivil Engineering Consultants, Inc.2400 86th Street . Unit 12 . Des Moines, Iowa 50322515.276.4884 . Fax: 515.276.7084 . mail@ceclac.comQ:\A-FILES\A-1800\A1800\_C3D Drawings\Construction Documents\A1800 (06) DETAIL.dwg, 10/13/2016 2:18:31 PM, mmorgan, 1:1
Color Elevation
AutoZone Store #3791
Waukee, IA
®9'-4"4"30"16"40"24"24"1234
5'-6"9"18'-0"
12'-0"6'-3"2'-6"