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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 2 5 6 7 8 9 10 12 13 14 15 16 17 18 19 20 11 4 3 1 2 3 4 5 9 11 12 13 14 15 16 17 20 Q:\A-FILES\A-1800\A1800\_C3D Drawings\Construction Documents\A1800 (02) DIM.dwg, 10/13/2016 2:15:00 PM, mmorgan, 1:1 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"