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26. 18-269
MAY 8, 2018 18-269 ORDINANCE FIRST READING (CARRIED LOST LAID OVER WITHDRAWN ) PURPOSE: APPROVE ZONE CHANGE FROM SUBURBAN MIXED USE (SMU) TO SUBURBAN MIXED USE DISTRICT WITH PLANNED DEVELOPMENT OVERLAY (SMU-PD); 2308, 2316 AND 2324 JACKSON STREET INITIATED BY: ARC DESIGN RESOURCES PLAN COMMISSION RECOMMENDATION: Approved A GENERAL ORDINANCE OF THE CITY OF OSHKOSH AMENDING SECTION 30-32 OF THE OSHKOSH MUNICIPAL CODE PERTAINING TO ZONING DISTRICTS. The Common Council of the City of Oshkosh do ordain as follows: SECTION 1. That Section 30-32 of the Oshkosh Municipal Code pertaining to Zoning Districts and the map therein described is hereby amended by changing the district character of the described properties at 2308, 2316 and 2324 Jackson Street from Suburban Mixed Use (SMU) to Suburban Mixed Use District with Planned Development Overlay (SMU-PD). SECTION 2. This Ordinance shall be in full force and effect from and after its passage and publication. 2308 Jackson Street ALL OF LOT 1, 2, 3, AND 4 IN BLOCK 19, 3RD ADDITION TO PLAT OF INTERURBAN LAND COMPANY EXCLUDING PART FOR STREET PURPOSES PLUS PUBLIC RIGHT OF WAY ADJACENT TO SAID LOTS EXTENDING TO THE CENTERLINE OF JACKSON STREET AND SMITH AVENUE ALL IN THE 15TH WARD, CITY OF OSHKOSH, WINNEBAGO COUNTY, WISCONSIN. MAY 8, 2018 18-269 ORDINANCE FIRST READING CONT'D 2316 Tackson Street SOUTH 63 FEET LYING EAST OF JACKSON STREET, NORTH OF BLOCK 19, 3RD ADDITION TO PLAT OF INTERURBAN LAND COMPANY AND WEST OF GENEVA STREET EXCEPT THE EAST 186.45 FEET OF THE NORTHWEST 1/4 SECTION OF THE SOUTHWEST 1/4 SECTION OF SECTION 12 PLUS PUBLIC RIGHT OF WAY ADJACENT TO SAID LOTS EXTENDING TO THE CENTERLINE OF JACKSON STREET ALL IN THE 15TH WARD, CITY OF OSHKOSH, WINNEBAGO COUNTY, WISCONSIN. 2324 Tackson Street ALL OF LOT 1 OF CSM 864 AS RECORDED IN THE REGISTER OF DEEDS OFFICE AS DOCUMENT NUMBER 560741 EXTENDING TO THE CENTERLINE OF JACKSON STREET ALL IN THE 15TH WARD, CITY OF OSHKOSH, WINNEBAGO COUNTY, WISCONSIN. SECTION 3. Publication Notice. Please take notice that the City of Oshkosh enacted Ordinance #18 -XXX APPROVE ZONE CHANGE FROM SUBURBAN MIXED USE (SMU) TO SUBURBAN MIXED USE DISTRICT WITH PLANNED DEVELOPMENT OVERLAY (SMU-PD); 2308, 2316 AND 2324 JACKSON STREET on May 22, 2018. This ordinance changes the zoning at 2308, 2316 and 2324 Jackson Street from Suburban Mixed Use (SMU) to Suburban Mixed Use District with Planned Development Overlay (SMU- PD). The full text of the Ordinance may be obtained at the Office of the City Clerk, 215 Church Ave. and on the City's website at www.ci.oshkosh.wi.us. Clerk's phone: (920) 236-5011. i3�Er .c. J y7=� - _ ma ! -•..fir A4 N'y n•'¢ n N =-;Y:v�'7[`' - ���t•:' - � yy "� :` � .alt � .._Yz., :,T_`Y�rr. N N _-=y.- I�i r�'14 x I �',�'���.�� 1 •'' -•L G7l1tvOIY-AY rJ, s n 395 39 Cq M LU _Y:=:":I:.-:y�sa=,• _ � ... �=z��l:'�'': to � - - _ Atf irr ; ci^ilii:! 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Those using. the Printing Date: 4113/201$ of (, information are responsYe for verifying accuracy. For full disclaimer please go to Oshkosh .l vnllw.cl.oshkosh.vhus/GIW-scidmer Prepared by: City of Oshkosh, WI J;IGISSanninglpian Commissun SRe Plan MapTemdaleTlan Comnfssen Sive Plan Map Temalate.mW User, mink Page 35 TO: Honorable Mayor and Members of the Common Council FROM: Darryn Burich Director of Planning Services DATE: May 2, 2018 RE: Approve Zone Change from Suburban Mixed Use (SMU) to Suburban Mixed Use District with Planned Development Overlay (SMU-PD); 2308 Jackson Street, 2316 Jackson Street, 2324 Jackson Street (Plan Commission Recommends Approval) BACKGROUND The subject area is located at the northeast corner of Jackson Street and W. Smith Avenue and consists of three parcels totaling approximately 1.75 acres in size. The subject area currently contains two commercial buildings, associated surface parking and a vacant lot. The surrounding area consists of low density residential to the east and commercial uses to the north, west and south. The 10 and 20 Year Comprehensive Land Use Plans both recommend commercial for the subject area. ANALYSIS The applicant is requesting a zone change for the properties at 2308, 2316, and 2324 Jackson Street. The zone change from SMU to SMU-PD is necessary to allow the proposed development to be constructed on the infill lots. The proposed development consists of a convenience store, canopy with fuel sales and associated surface parking. The convenience store will be approximately 4,700 sq. ft. and will provide general goods including convenience items, beverages, and fresh made to order food (pizzas, sandwiches, donuts). The approximately 2,400 sq. ft. fuel canopy will include 6 multi -product fuel dispensers (12 fueling positions). Staff recommends a condition be placed on the development requiring the three subject parcels be combined via a Certified Survey Map (CSM). FISCAL IMPACT Changing the zoning as requested may provide additional zoning flexibility through the Planned Development that may make the properties more developable that could add to the overall tax base. City Hall, 215 Church Avenue P.O. Box 1 130 Oshkosh, WI 54903-1130 920.236.5000 http://www.ci.oshkosh.wi.us RECOMMENDATION The Plan Commission recommended approval of the zone change at its May 1, 2018 meeting. ZRespelly Submitted, Darryn Burich Director of Planning Services Approved: Mark A. Rohloff City Manager City Hall, 215 Church Avenue P.O. Box 1130 Oshkosh, WI 54903-1130 920.236.5000 http://www.ci.oshkosh.wi.us ITEM: ZONE CHANGE FROM SUBURBAN MIXED USE DISTRICT (SMU) TO SUBURBAN MIXED USE DISTRICT WITH PLANNED DEVELOPMENT OVERLAY (SMU-PD) AND APPROVAL OF A GENERAL DEVELOPMENT PLAN AND SPECIFIC IMPLEMENTATION PLAN FOR PROPERTY LOCATED AT 2322 JACKSON STREET Plan Commission meeting of May 1, 2018. GENERAL INFORMATION Applicant: Arc Design Resources on behalf of Casey's General Store Property Owner: James Chase Action(s) Requested: The applicant requests a zone change from the existing Suburban Mixed Use District (SMU) to Suburban Mixed Use District with a Planned Development Overlay (SMU-PD). The applicant also requests approval of General Development Plan and Specific Implementation Plan to allow for construction of a Casey's General Store. Applicable Ordinance Provisions: The Zoning Ordinance does not establish criteria relative to appropriateness of changing zoning from one classification to another but relies on the Comprehensive Plan and good planning principles. Planned Development standards are found in Section 30-387 of the Zoning Ordinance. Property Location and Type: The subject area is located at the northeast corner of Jackson Street and W. Smith Avenue and consists of three parcels totaling approximately 1.75 acresvin size. The subject area currently contains two commercial buildings, associated surface parking and a vacant lot. The surrounding area consists of low density residential to the east and commercial uses to the north, west and south. The 10 and 20 Year Comprehensive Land Use Plans both recommend commercial for the subject area. Subject Site Existing Land Use Zoning Commercial/ Vacant SMU Adjacent Land Use and Zoning Existing Uses Zoning North -Commercial Uses and Single family Residential SMU-/ SR -9 -- _.... __._.._.............. --..-- South Commercial Uses and Sin le family Residential SMU / SR -9 East Single Family Residential _ .................. .._.._._ _......_ SR -9 _...—_..._— .._._... ----.....— -- ... _ ...... West Commercial Uses SMU Comprehensive Plan Land Use Recommendation Land Use 10 Year & 20 Year Land Use Recommendation Commercial ANALYSIS Use The proposed development consists of a convenience store, canopy with fuel sales and associated surface parking. The convenience store will be approximately 4,700 sq. ft. and will provide general goods including convenience items, beverages, and fresh made to order food (pizzas, sandwiches, donuts). The approximately 2,400 sq. ft. fuel canopy will include 6 multi -product fuel dispensers (12 fueling positions). Typical hours of operation will be from 5 am to 12:00 am daily for the convenience store with 24 hour fuel sales. The development will employ approximately 20-30 people. Site Design/Access The proposed development will have two driveway accesses, one from W. Smith Avenue and one from Jackson Street. Three access control variances are required for the development. a) One commercial class II driveway on W. Smith Avenue b) Reduced_ driveway spacing to 25 feet (north) where code requires a minimum 125 foot spacing between driveways c) Reduced lateral clearance from Jackson Street to 30 feet where code requires a minimum of 75 feet Staff is in support of the Access Control Variances (ACV) and additional information related to them can be found in the related staff report. Staff recommends a condition to be placed the Specific Implementation Plan requiring the approval of the ACV. Staff recommends a condition be placed on the development requiring the three subject parcels be combined via a Certified Survey Map (CSM). The applicant is requesting a BSM to be granted along the southeast property line. The Zoning Code requires a 10' setback for structures and parking along the east property line. The applicant is seeking to reduce the required 10' to 7.9'. Staff has worked with the applicant to find an alternative site design, but the lot does not have the sufficient width to meet the required front and side yard setbacks while accommodating the required parking, canopy and building. The applicant has pushed the building as far north on the site as possible to help mitigate the reduced setback. The applicant is also proposing a 6' high wood fence along that portion of the property. Staff supports the request for a BSM to reduce the side yard setback. In staff's opinion the proposed fence and 7.9' setback will provide the intent of the 10' side yard setback. In conjunction with the setback BSM the applicant is also requesting to place for a loading area within 50' of a residential district. The applicant attempted several different site designs but was not able to meet the 50' required separation from both the northern and southern residential areas. The applicant feels the proposed location is the most optimal as it lines up with the neighbor's garage and will be buffered by the aforementioned fence. The loading area would also ITEM. • Rezone, GDP/SIP 2322 Jackson St be landscaped along its south side. Staff supports the request for a BSM to allow the loading area within 50' of a residential district. Due to the unique challenge of the redeveloping infill parcel adjacent to a residential area, any commercial development would likely not be able to meet this code requirement. It is the staff's opinion that the applicant has tried to balance the location of the building and loading as to minimise the impacts on adjacent residential areas. The combination of location, landscaping and fencing should help to minimize the impact of the loading area. Storm Water Management/Utilities Storm water management plans have been provided and are being reviewed by the Department of Public Works. The applicant has been in discussion with the Department of Public Works regarding storm water management for the area. Finalized storm water management plans will need to be submitted and approved as part of the Site Plan Review processes. The Department of Public Works is requesting an easement to be granted at the southwest corner of the development for sidewalk and utilities as part of the CSM. They have also noted the applicant will need to create an ADA compliant walkway around the poles. Final details of these will be addressed as part of the Site Plan Review process and CSM approval process. Landscaping Building Foundation Per the applicant's site plan, a total of 123 foundation landscaping point are required. The provided plan indicates a total of 159 foundation landscaping points are being provided. The landscaping ordinance also specifies that 50% of the required points must be located along the primary building fagade or in this case the west facade. The applicant is providing 88 points or 55% along the primary building fagade. All building foundation landscaping requirements are being meet. Paved Area Code requires 50 landscaping points per 10 parking stalls or 10,000 sq. ft. of paved area, equating to a required 125 paved area landscaping points. The plan indicates 174 points provided. The code further specifies 30% of all points will be devoted to medium or tall trees and 40% will be devoted to shrubs. All paved landscaping requirements are being met. Street Frontage Code requires 100 points per 100' of street frontage. The subject parcel has 282' of frontage along Jackson Street and 170' along W. Smith Avenue. The plan indicates 294 points provided along Jackson Street and 187 point provided along W. Smith Avenue. All street frontage landscaping requirements are being met. Bufferyards The applicant is requesting a BSM related to bufferyard requirements. The zoning ordinance would require a 0.6 opacity bufferyard for In -Vehicle Sales land use adjacent to residential zoned property. The applicant would be required to have a 6' fence and 2000 points of bufferyard ITEM. • Rezone, GDP/SIP 2322 Jackson St 3 landscaping adjacent to residential zoning. A significant portion of the applicant's site is adjacent to residential zoning and is being returned to green space. Currently, a large portion of the northern and northeastern portion of the site is used as a gravel outdoor storage area. The applicant intends to remove the gravel and return that area to turf, creating a significant open space between the adjacent residential and developed portion of the site (approximately 100' to the north and 140' to the east)., The applicant is providing a 6' fence and landscaping along the immediate neighbor to the east. The applicant has also provided additional planting along the east side of the building to screen the buildings view from the residential area. Staff is in support of the requested BSM. It is the staff's opinion that the combination of the fencing, landscaping and provided open space will meet the intent of the bufferyard requirement. Signage The applicant has provided sign drawings for the development. The currently proposed wall and pylon signage meet the maximum allowed 110 sq. ft. (wall) and 100 sq. ft. (pylon) allowed in the SMU district. The applicant is proposing a 25' tall 81 sq. ft. pylon sign and two wall signs totaling 91.22 sq. ft. Finalized sign plans will need to be submitted and approved as part of the Site Plan Review processes. Site Lighting A photometric plan has been provided by the applicant. The applicant is requesting a BSM to be allowed to exceed the maximum allowed 0.5 foot candle along the property line at both driveway entrances. Staff supports the requested BSM for lightning levels at the drive entrances. The intent of the lighting standards is to prohibit excessive light from spilling onto adjacent parcels. In this case, the areas exceeding 0.5 foot candle are along the public right-of-way and will not have a detrimental effect. Final approval of the lighting plan will occur during the Site Plan Review processes. Building Facades Section 30-243 (C) requires commercial uses to be clad in 50% Class I materials and remaining 50% to be clad in a combination of Class II & Class III materials. Rear building elevations are exempt from this requirement. This applies to the north, south and west facades of the subject development. All applicable sides exceed the required 50% Class I material requirement. The applicant is proposing a mixture of brick and cultured stone. Refuse Enclosure The applicant is proposing a refuse enclosure that consists of a chain link fence with vinyl slates. As proposed, the trash enclosure does not meet zoning code requirements. Code requires the trash enclosure be made of either a wood fence or one or more materials used on the exterior of the main building. Finalized, code compliant, refuse enclosure plans will need to be submitted and approved as part of the Site Plan Review processes. FINDINGS/RECOMMENDATION/CONDITIONS ITEM. • Rezone, GDP/SIP 2322 Jackson St 4 In its review and recommendation to the Common Council on an application for a Planned Development district, staff recommends the Plan Commission make the following findings based on the criteria established by Chapter 30-387 (C)(6): (a) The proposed Planned Development project is consistent with the overall purpose and intent of this Chapter. (b) The proposed Planned Development project is consistent with the City's Comprehensive Plan and other area plans. (It is the responsibility of the City to determine such consistency.) (c) The proposed Planned Development project would maintain the desired relationships between land uses, land use densities and intensities, and land use impacts in the environs of the subject site. (d) Adequate public infrastructure is or will be available to accommodate the range of uses being proposed for the Planned Development project, including but not limited to public sewer and water and public roads. (e) The proposed Planned Development project will incorporate appropriate and adequate buffers and transitions between areas of different land uses and development densities/intensities. (f) The proposed Planned Development project design does not detract from areas of natural beauty surrounding the site. (g) The proposed architecture and character of the proposed Planned Development project is compatible with adjacent/nearby development. .(h) The proposed Planned Development project will positively contribute to and not detract from the physical appearance and functional arrangement of development in the area. (i) The proposed Planned Development project will produce significant benefits in terms of environmental design and significant alternative approaches to addressing development performance that relate to and more than compensate for any requested exceptions/base standard modifications variation of any standard or regulation of this Chapter. (j) For Planned Development projects that are proposed to, be developed in phases, the applicant can provide a timeline for development and can demonstrate that the project would be successful even if all phases were not or could not be completed. Staff recommends approval of the zone change request and approval of the General Development Plan and Specific Implementation Plan, the findings listed above and the proposed following conditions: 1. Approval of access control variances d) One commercial class II driveway on W. Smith Avenue e) Reduced driveway spacing to 25 feet (north) where code requires a minimum 125 foot spacing between driveways f) Reduced lateral clearance from W. Smith Avenue to 30 feet where code requires a minimum of 75 feet ITEM.- Rezone, GDP/SIP 2322 Jackson St 5 2. CSM to combine parcels. 3. Grant easement at the southwest corner of sidewalk and utilities on CSM as approved by Department of Public Works. 4. Finalized, code compliant, refuse enclosure plans shall be submitted and approved as part of the Site Plan Review processes. 5. BSM to reduce the required 10' side yard setback to 7.9'. 6. BSM to allow a loading area within 50' of a residential district. 7. BSN4 to -,71ow parking toexceed 125' , to „ -------- ----- of 25 r -- --a - �r space -s. 8. BSM to allow site lighting to exceed 0.5 foot candle along the driveways. 9. BSM to reduce the required 2000' bufferyard landscaping points to 215 points along the eastern property line and 6 additional building screening trees along the east fagade of the building. The Plan Commission approved of the zone change, general development plan and specific implementation plan as requested with conditions noted. The following is the Plan Commission's discussion on this item. Mr. Lyons presented the item and reviewed the site and surrounding area. The subject area is located at the northeast corner of Jackson Street and W. Smith Avenue and consists of three parcels totaling approximately 1.75 acres in size. The petitioner is requesting three access control variances. Staff is supportive of these request. The proposed development consists of a convenience store, canopy with fuel sales and associated surface parking. The convenience store will be approximately 4,700 sq. ft. and will provide general goods including convenience items. Typical hours of operation will be from 5 am to 12:00 am daily for the convenience store with 24 hour fuel sales. The development will employ approximately 20-30 people. Staff recommends a condition be placed on the development requiring the three subject parcels be combined via a Certified Survey Map (CSM). The applicant is requesting several Base Standard Modifications (BSM). Staff supports all the BSM. Mr. Lyons mentioned that one of the conditions he had added for 25 parking spaces should be removed because per applicant's site plan, the table and the map did not match up. There should be 23 parking spaces not 25 which means the applicant has met the parking space requirements and is below the maximum. The signage has been modified as well. The two signs that were on each side of the building have now been removed and there is only one large sign at the front of the building. Per the applicant's site plan, all building foundation landscaping, paved landscaping and street frontage landscaping requirements are being met. Finalized, code compliant, refuse enclosure plans will need to be submitted and approved as part of the Site Plan Review processes. Finalized storm water management plan details will need to be submitted and approved as part of the Site Plan Review processes. Ms. Propp mentioned that the east side of the property is not appealing to the residential side. Mr. Lyons replied that the purposed 6 foot fence and evergreens should help. Ms. Propp asked what was going on with the south side of the property. ITEM. Rezone, GDP/SIP 2322 Jackson St 6 Mr. Lyons replied that the area is landscaping around the pylon sign and the other section is part of their storm water management with surrounded landscaping. Mr. Cummings mentioned that the architectural integrity should be raised for future properties. Mr. Burich added that according to the new zoning and design standards, the applicant does meet the requirements using a majority of Class 1 materials. Ryan Swanson (Arc Design Resources on behalf of Casey's Marketing Company), 5291 Zenith Parkway, addressed a few items. The truck area is strictly for delivery trucks which arrive roughly once a week. The tanker trucks would be located at the north end. Arc Design Resoucres Inc. has been trying to minimize the impact to the residential area. The reason for the interior design of the store is due to the operational layout that is beneficial and efficient to Casey's. There have been multiple layouts in the past 8 years and with each modification, they keep improving the operational layout. This is one of the reasons why merchandise has to be brought in from the south end of the building. Mr. Swanson also touched back on the architectural integrity and storm water management/feature. He mentioned that the material color in the rear of the building is actually a rich tan color and not the grey color as it appears in the PowerPoint. The rich tan color blends in very well with the brick. Arc Designs Resources Inc. is using all high quality stone and brick. They have also reduced the signage to make the front fagade more appealing. Ms. Propp asked about clarification on signage and the size. Mr. Lyons replied that there is only one large sign being purposed and it meets the code requirements. Originally, there were two other signs at each side of the building which have now been removed. Mr. Vajgrt and Ms. Propp questioned how much the 6 foot fence would cover of the building. Mr. Swanson said that it looks as though it would cover up to the electrical boxes. Mr. Mott wanted to confirm what types of trees were on the east side of the property. Mr. Lyons and Mr. Swanson both replied that it is a mix of deciduous shade and evergreens. Mr. Bowen asked Mr. Swanson if he had seen other variations of the front elevations or if this was the standard. Mr. Swanson replied that this is Casey's preferred front elevation. Mr. Bowen questioned if there were other variations where the front fagade defines the base below the window level more clearly. ITEM. • Rezone, GDP/SIP 2322 Jackson St Mr. Swanson said no. He has seen where the soldier course is a different color and older versions for the store had an EIFS component. Ardine Barry, 307 W. Smith Avenue, said that driveway Casey's plan on using for the delivery trucks is directly across from her driveway. The residents in the area pay for the street upkeep and she was wondering how the truck traffic would affect the upkeep fees. She also mentioned that she has been dealing with Kwik Trip to the side of her property for about 15 years. The light from Kwik Trip shines through her windows 24 hours a day. The increased light intensity was enough to make her reduce the size of one of her windows. There is also an increase in the noise level. She mentioned that she is not in favor of the access point for the driveway on Smith Avenue. Susan Coenen, 304 W. Smith Avenue, said that she is directly behind of the building. She wanted to know the distance from the back of the building to her garage. Mr. Lyons replied that it is roughly 9.8 feet from the purposed building to Ms. Coenen s garage. Ms. Coenen also questioned the distance of the purposed fence to her fence as well as maintenance between the fences. She also wondered what would happened to her tree because they over hang onto the Casey's property. Mr. Lyons replied that usually fences are put right up to the property line. Per city code, the applicant would have the right to trim the tree to the property line but this could be future discussion between Ms. Coenen and the applicant. Janice Potratz, 234 W Smith Avenue, questioned if all the fences would be replaced and also was wondering about drainage because of the previous snowfall. Mr. Lyons said they are only proposing a partial fence. Mr. Gohde replied that with the new development there should not be snow being pushed back like it was previously. Cindy Asen, 309 Bacon Avenue, stated that there is currently fencing all around the perimeter of the purposed property. She is wondering if all the fencing would be removed. Mr. Lyons said that currently it looks like the fencing around the perimeter is encroaching on multiple property lines. Mr. Swanson answered that there is a large amount of fencing that is encroaching on the property. They plan on leaving the current fencing alone as long as it has been maintained. They are also willing to work with the neighbors on this issue. He said that most of the drainage will be redirected west and will be an improvement from the previous situation. Ms. Propp wanted more clarification on the fence and the options of Casey's for current fencing. ITEM: Rezone, GDP/SIP 2322 Jackson: St Mr. Lyons stated that various neighboring properties have fences that are encroaching on the proposed property. The purposed fence would be on the applicant's property. The existing encroachment issues would be a civil matter that would be handled by the neighbors and Casey's. Mr. Hinz questioned if an 8 foot fence could be suggested instead of the 6 foot fence. Mr. Lyons said that the possibility of an 8 foot fence would be allowable and meet code. Ms. Propp questioned the tightness of backing up in the parking spaces at the entrance of the parking lot. Mr. Burich stated that there is about 35 feet from the curb to the parking spot. He said that staff did review the area and felt the tighter space was acceptable as purposed because of the controlled intersection. Ms. Propp wanted to confirm the proposed fence location. Mr. Lyons stated that if an 8 foot fence is what the Plan Commission wants, it should be added as a condition. Motion by Vajgrt to approval an access control variance to allow a commercial driveway on a local street, reduced lateral clearance and reduced driveway spacing, a zone change from Suburban Mixed Use District (SMU) to Suburban Mixed Use District with Planned Development Overlay (SMU-PD) and approval of a general development plan and specific implementation plan for property located at 2322 Jackson Street with the following conditions: 1. Approval of access control variances a) One commercial class II driveway on W. Smith Avenue b) Reduced driveway spacing to 25 feet (north) where code requires a minimum 125 foot spacing between driveways c) Reduced lateral clearance from Jackson Street to 30 feet where code requires a minimum of 75 feet 2. CSM to combine parcels. 3. Grant easement at the southwest corner of sidewalk and utilities on CSM as approved by Department of Public Works. 4. Finalized, code compliant, refuse enclosure plans shall be submitted and approved as part of the Site Plan Review processes. 5. BSM to reduce the required 10' side yard setback to 7.9'. 6. BSM to allow a loading area within 50' of a residential district. 7. BSM to allow site lighting to exceed 0.5 foot candle along the driveways. 8. BSM to reduce the required 2000' bufferyard landscaping points to 215 points along the eastern property line and 6 additional building screening trees along the east fagade of the building. 9. Require bufferyard fence shall be 8 feet tall. ITEM. • Rezone, GDP/SIP 2322 Jackson St Seconded by Hinz. Ms. Propp asked about lighting intensity because of previous comments. Mr. Lyons stated that lighting meets requirements around the residential area. The only lighting that does not meet code is by the driveway entrances but should not affect the residential area. Mr. Burich added that there were no lighting codes in place when Kwik Trip was developed but since then, there have been codes added and modified. Mr. Lyons stated that there are also other lighting codes that will help, such as significantly reducing the lighting once the store is closed. Mr. Bowen commented that he likes the aesthetic appeal of the building and how it uses a majority of Class 1 Materials. He said future elevations can be discussed in the upcoming workshops. Motion carried 7-1 (nay: Perry). ITEM. Rezone, GDP/SIP 2322 Jackson St 10 SUBMIT TO: City of Oshkosh Dept. of Community Development 215 Church Ave., P,O, Box 1130 C,lyof Planned Development Application ",,loll,tVt 54901 Oshkosh PHONE: 19201236-5059 For General Development Plan or Specific Implementation Plan "PLEASE TYPE OR PRINT USING BLACK INK'° APPLICANT INFORMATION Petitioner; Arc Design Resources, Inc. on behalf of Casey's Marketing Company (contract purchaser & applicant) bate; 02/07/2018 5291 Zenith Parkway Loves Park IL 61111 Petitioner's Address: City: Slate; Zip: _ Telephone #f: ( 815 )484-4300 Fax: ( 816 ) 484.4203, Other Contact ft or Email: ryans@arcdesign.Com Status of Petitioner (Please Check): Owner . Representative Tenant _ Prospective Buyer Petitioner's Signature (required): Date: OWNER INFORMATION Owner(s): James Chase Date: 3994 Highland Shore Lane Oshkosh WI 54901 Owner(s) Address: City: State: Zip: Telephone 41: ( j Fax: ( ) Other Contact tt or Email: Ownership Status (Please Check): Individual ; Trust ." Partnership ... Corporation Properly Owner Consent: (required) By signature hereon, I/We acknowledge that City officials and/or employees may, in the performance of their functions, enter upon the properly to inspect or gather other information necessary to process this application. I also understand that all meeting dates are tentative and may be postponed by the Planning Services Division for incomplete submissions or other administrative reasons. Property Owner's Signa TYPE OF REQUEST: 0 General Development Plan (GDP) M Specific Implementation Plan (SIP) SITE INFORMATION Date 3/ c 4 ❑ General Development Plan (GDP) Amendment © Specific Implementation Plan (SIP) Amendment Address/Location of Proposed Project: 2308 1 2316 1 2324 Jackson Street, Oshkosh, Wl Prnnncpri Prnlprt Tvnp' Commercial (new convenience store and canopy with fuel sales) Current Use of Properly: Existing retail/office buildings Zoning: SMU Land Uses Surrounding Your Site: North: SMU (Multi-purpose Building) South: SMU (Laundry Facility and Multi -Purpose Building) East: SR -9 (Single Family Residential . 9) West: SMU ( Domino's Pizza/Valley veterinary Hospital/Bageriand Tires) r It Is recommended that the applicant meet with Planning Services staff prior to submittal to discuss the proposal. Y Application fees are due at time of submittal. Make check payable to City of Oshkosh. r Please refer to the fee schedule for appropriate fee, FEE IS NON-REFUNDABLE For more information please visit the City's website at �:,:« .c;i: I;kc7si�.evi.tts/r:csnu,i ;oily__I)rwr:Ictxrie:rtt/t'la, rsir���.ii;rn Staff `A Date Rec'd Page 7 Specific treatment and location of recreational and open space areas, including designation of any such areas to be classified as common open space. ❑ Proposed grading pian. ❑ Specific landscaping pian for the subject site, specifying the location, species, and installation size of plantings. The landscaping plans shall include a table summarizing all proposed species. ❑ Architectural plans for any nonresidential buildings, multi -family structures, or building clusters, other than conventional single-family or two-family homes on individual lots, in sufficient detail to indicate the floor area, bulk, and visual character of such buildings. a Engineering pians for all water and sewer systems, stormwater systems, roads, parking areas, and walkways. ❑ Signage plan for the project, including all project identification signs, concepts for public fixtures and signs, and group development signage themes that may or may not vary from City standards or common practices. ❑ Specific written description of the proposed SIP including; Specific project themes and images. Specific mix of dwelling unit types and/or land uses. Specific residential densities and nonresidential intensities as described by dwelling units per acre, and landscaping surface area ratio and/or other appropriate measures of density and intensity. Specific treatment of natural features, including parkland. Specific relationship to nearby properties and public streets. • Statistical data on minimum lot sizes In the development, the precise areas of all development lots and pads; density/Intensity of various parts of the development; building coverage, and landscaping surface area ratio of all land uses; proposed staging; and any other plans required by Plan Commission. • A statement of rationale as to why PD zoning is proposed. This statement shall list the standard zoning requirements that, in the applicant's opinion, would Inhibit the development project and the opportunities for community betterment that are available through the proposed PD project. A complete list of zoning standards that would not be met by the proposed SIP and the location(s) in which such exceptions/base standard modifications would occur. Phasing schedule, if more than one development phase is intended. ❑ Agreements, bylaws, covenants, and other documents relative to the operational regulations of the development and particularly providing for the permanent preservation and maintenance of common open areas and amenities. • A written description that demonstrates how the SIP is consistent with the approved GOP and any and ail differences between the requirements of the approved GDP and the proposed SIP. I hereby certify that to the best of my knowledge ail required application materials are Included with this application. I am aware that failure to submit the required completed application materials may result In dental or delay of the application request. Lk U PGTJ bo'�i N • c�• 1 Applicant's Signature (require tt )Date; 3/3o/lb Page 8 March 271h, 2018 Mr. Todd Muehrer City of Oshkosh 215 Church Ave Oshkosh, WI 54903 Re: Casey's General Store- Jackson Street Dear Mr. Muehrer, Enclosed please find revised plans addressing comments per the review letter received dated January 25th. The comments in the letter are addressed in bold Italics below, dated March 1st, 2018. This letter accompanies a GDP/SIP application as certain comments cannot be met due to site constraints. We have also included a narrative to address requirements of the GDP/SIP. GDP/SIP Narrative and Supporting Information 1. General Development Plan (GDP) and Specific Implementation Plan (SIP) ✓ Statistical data, including: • Minimum lot sizes In the development. o The development will be a single lot with an area of 76,297 SF (1.75 acres). • Approximate areas of all lots. o The development will be a single lot with an area of 76,297 SF (1.75 acres). • Density/intensity of various parts of the development. o n/a • Building coverage. o 4,686 SF; Floor area ratio of 0,06 • Landscaping surface area ratio of all land uses. o 42,787 SF; landscape surface area ratio of 0.56 • Expected staging. o n/a ✓ General outline of property owner's association, covenants, easements, and deed restrictions. • n/a The proposed development site is located at the northeast corner of W. Smith Avenue and Jackson Street. A dellvery/takeout restaurant, a veterinary hospital, an automotive service shop, a hair salon, Page 9 Oshkosh comprehensive plan shows this property to remain as a commercial use, This development is a single commercial use. The site area is 76,297SF (1.75 acres). The proposed development is to include a new convenience store and canopy with fuel sales. The convenience store will cover 4,686 SF and will provide general goods including convenience items, beverages, and fresh made-to-order food products including pizza, sandwiches, and donuts. For fuel sales, the development will include six- - multi-product fuel dispensers (12 fueling positions) which will be housed under,a canopy which runs parallel to Jackson Street. With the building having a floor area of 4,686 SF, the site has a floor area ratio of 0.06. The site will have an open space/landscape area of 42',787 SF (0.98 acres) resulting in an open space/landscape area ratio of 0.56. The demolition and subsequent construction is to be completed in one phase. The approximate length of construction is generally 4-6 months. A PD zoning is required as due to site limitations; the rear building setback as well as setback of loading area from adjacent residential cannot be met. The building has been shifted north to minimize impact on the residential neighbor to the greatest extent possible. Furthermore, based of City review, Access Control Variances are required for the driveways. Due to site limitations of the redevelopment, the Variances listed by the City as needed for the driveways are requested as part of the PD, General plan Comments (Arc Design) one additional sheet, C14 - City of Oshkosh Details, has been added to the plan set. This sheet includes City water main details (for the valve and valve box) and the City curb cut details (as requested by the City), Inspections; Review Comments: 1. Building and Plumbing plans are required to be reviews and approved prior to construction under separate applications. An architectur=al submittal is in progress. Planning; Review Comments: CSM/Parcel combination required. Acknowledged. A CSM is under preparation. 2. Interior curb required to separate driving areas from fueling pumps, etc. See Section 30-78(1)(6) (sic). Interior curb has been depicted and a note added on Sheet C07. Actual curb limits may vary and requirements will be communicated to the architect. Interior curb is indicated for all other applicable fixtures are required per Section 30-78(J)(7). 3. Facility is required to provide a buffer yard with minimum opacity of 0.60 along property borders abutting residential zoned property (north and east). See Section 30-325 (E). Acknowledged. A fence is to be constructed along areas adjacent to residential Existing fencing of varying 4. On-site pedestrian connection/walks required from public sidewalksthrough and around parking areas to the building entries. See Section 30-173(E). A sidewalk connecting the on-site sidewalk to the sidewalk within the City right-of-way has been shown on the plans. Page 11 5, A minimum of 4 bicycle spaces / a bike rack is required. See Section 30- 175(R). A bicycle rack has been provided along the additional sidewalk area. - 6. Proposed pylon sign & lighting fixtures are located in the front yard / street yard setbacks and need to be relocated. See Section 30-173(E). The proposed pylon sign & lighting fixtures have been moved outside the setbacks. 7. Proposed commercial building and loading area are located in the required 10' side yard setback (east) area and need to be relocated. See Section 30-52(G). The PD zoning is requested due to this item. 8. Loading areas are required to the at least 50' from a residential district as well. See Section 30-176(E)(4). The PD zoning is requested due to this item. 9. Proposed refuse area is located in the required 25' rear yard (north) setback and need to be relocated. See Section 30-52(G). The refuse area location has been revised to be outside the 25'rear yard setback. 10. Commercial use is not by -right permitted an access drive onto local street W. Smith Avenue. Opening needs to be removed OR an Access Control Variance (ACV) applied for. See Section 30-172(D). An access control variance is requested with this PD submittal. 11, Driveway spacing in 125` minimum for 30 MPH speed limit. ACV required for distance to the driveway to the north, See Section 25-104(1)(1). An access control variance is requested with this PD submittal. 12, Class II, driveways are permitted a maximum 30'wide driveway width with a 40'max curb cut. See Section 25-104.1(1)(2). Driveways have been reconfigured to be 30' wide (back of curb) with Page 12 u Yv a..wau vwdr s.... ... ..y.. ,....... .. _ ...o—r-r----' - -------- 13. Restricted lateral clearance in 75'. ACV required. An access control variance is requested with this PA submittals - 14. Exterior lighting levels cannot exceed .50 fc's at the"property Fines. The max average on-site lighting for gas stations in 25.0 fc's and required to be dimmed to 3.0 fc's when closed. Proposed levels on all sides of development need to be revised. See Section 30-190(E). We are working to accommodate this comment. We acknowledge the current plans exceed the 0.5 fc and area actively working to resolve this. 15. Need refuse enclosure detail to determine compliance with Section 30- 191(E), A refuse enclosure detail will be included in the architectural submittal. Enclosure shall be 6' and consists of chain link with vinyl slates. See Sheet C13 for further information, 16. Need fence detail to determine compliance with Section 30-192. A fencing detail has been added to Sheet C13. 17. The kitchen exhaust hood fan must be screened in accordance with Section 30-243(E)(4). Revised elevations are included as part of this submittal. Planning; Advisory Comments,. 1. SMU District by -right In -Vehicle Service land use. Acknowledged. 2. 16 stalls minimum required. Per the revised layout of the site, a total of 23 on-site parking stalls are provided, 3. Given the. number of footprint changes pending based on district standards, the landscape review will occur at the next submittal. Page 13 Acknowledged. A revised landscaping plan has been included in this submittal, reflecting the updated site plan. Public Works ® General; Review Comments: 1. The following comments are general comments pertaining to the plan set: A. The plan set has not been signed or sealed by a licensed engineer or architect within the State of Wisconsin. Please have all future plans signed and sealed. Acknowledge. All further civil submittals will be signed and sealed by a licensed professional engineer within the State of Wisconsin. B. Please provide all proposed and existing pipe information on the plans, including, but not limited to: pipe materials, slopes, sizes, and lengths, Existing pipe information regarding storm and sanitary sewers, including material, slope, size, and length have been added to sheets C09 and C10, respectively. C. Please provide truck turning templates in the plan demonstrating the largest trucks entering the site can perform all reverse and turning movements within the site without performing any reverse movements within thing public right-of-way; in particular, to trucks access the site to empty the proposed refuse and recycling enclosure. A truck turning exhibit has been included in this submittal. D. Please provide a note within the plan set which states "One lane in each direction shall be maintained at all times along Jackson Street during all phases of construction." Note 5 has been added to sheet COO. All subsequent note numbers have been updated. 2. The following comments pertain to the General notes Sheet (Sheet C01): A. Please amend the current sanitary sewer note #8 to state the following: "All sanitary sewer laterals shall be 4" or 6" as designated on the plans shall be PVC SDR 35 where installed on private property, for all laterals which are to be installed within the public right of way shall be SCH 40 and installed in compliance with the most current copy of the. City of Page 14 Oshkosh Standard Specification." Sanitary sewer note #8 has been revised as requested. B. Please amend the current water utility note #8 to state the following:_ "The water service pipe shall be 1.5" HDPE, SDR9, CS -200 PSI where installed on private property, service which are to be laid within the public right of way shall be type -K copper for all diameters 2" or less. Water utility note #8 has been revised as requested, 3. The following comments pertain the. Removals Plan (Sheet C06): A. Please include a note on the plan sheet which states "All work performed within the right of way, easement or vacated right of way shall conform to City of Oshkosh standard specification and requires an approved City of Oshkosh right of way permit. Notes on sheet C06 have been consolidated into a "removal notes" section. The aforementioned note has been added to sheet C06 as removal note 3. B. Please remove or revise the general comment regarding all work on Jacksons Street to be 'coordinated with the Department of Transportation for the right of way along Jackson Street directly abutting the proposed site is under the jurisdiction of the City of Oshkosh and all proposed permits and changes shall be reviewed and approved by the City. This note has been consolidated into the removal notes section. Note has been revised to read as follows: "Contractor shall coordinate all work within the Jackson Street right-of-way and W. Smith Avenue right-of-way with the City of Oshkosh," C. The shown limits of pavement removal on. West Smith Avenue do not comply with the City standard Specifications, please revise the shown pavement removal limits to either show the removal of an 18" section of existing integral curb to be restored as a new 18" curb and gutter section. If additional pavement removal is required beyond 18" of the existing pavement then show the removal limits of the 7' wide northern panel. to be the entire panel width on W Smith Avenue for the necessary distance required. Existing curb and gutter along W Smith Avenue where replacement is proposed appears to be 36" mountable concrete curb and gutter per City Standard Detail Drawing 11, which has a 24" section of gutter: Page 15 To match into this existing curb and gutter section, Standard 30" curb and gutter is proposed to maintain consistent gutter width; therefore, removal of 24" of integral curb and gutter is required. Additional pavement previously indicated beyond this 24" of - removal has been removed. D. Please revise the shown removal limits of the existing pavement and curb on Jackson Street to either solely remove the existing curb and gutter to be replaced in kind or removal of the full width of the eastern travel lane along Jackson for the necessary distance required. Please note Jackson Street is a 2" asphalt overlay on 8" of concrete base which will require a minimum 25 foot length of asphalt repaired if any pavement is removed within the pavement travel lanes. Removal limits have been revised to indicate removal and replacement of curb and gutter with no additional pave mment removal E. Please provide additional clarification for all existing utilities currently located within the proposed site to be abandoned or removed as not all existing utilities appear to be shown on the plan. Mote 4 has been added to the removal notes section, reading as follows: "Contractor shall field verify locations of all utilities within the proposed site. Additional utility services may be present on site. "No additional utility services were field surveyed. F. Please provide a note on the plan sheet which specifies all utility abandonment and removal shall be coordinated with the City Water Utility Department where necessary to ensure work is done simultaneously to minimize disrupting traffic on Jackson Street. Note 5 has been added to the removal notes section, reading as follows: "All utility abandonment and removal shall be coordinated with the City Water Utility Department where necessary to ensure work is done simultaneously to minimize disrupting traffic on Jackson Street. G. Please add a note to the plans that states that the contractor shall comply with the revisions in Chapter 25 Article III of the City of Oshkosh Municipal Code for concrete asphalt repairs. Please make appropriate changes or revisions to the concrete asphalt repair details. The Municipal Code can be found on the City of Oshkosh web site under the Municipal Codes Section, Page 16 Note 6 has been added to the removal notes section, reading as follows: "Contractor shall comply with the revisions in Chapter 25, Article III of the City of Oshkosh Municipal Code for concrete asphalt details." 4, The following comments pertain to the Layout Plan (Sheet C07): A. Please redesign both proposed driveway openings on Jackson Street and West Smith Avenue to have a flare type driveway curb cut and apron in place of the currently proposed driveway radii. Both entrances have been revised to be 30' with 5' flares on either side. B. Please redesign the proposed at grade driveway openings to be constructed with a defined apron and sidewalk section installed continuously through the driveway opening and elevated near or at existing back of sidewalk grade. Attached for your reference is the City standard driveway detail which is to be included in the plan set. The entrance along W Smith Avenue has been redesigned and regraded as to meet the detail attached. Due to the current sidewalk geometry along Jackson Street, it is not feasible to meet the attached detail's specifications; thus, the curb ramp along the north end of this entrance must be installed in accordance with City Standard Detail Drawing 7. The curb ramp along the south end of this entrance has also been eliminated due to adjusted grades, C. Please provide dimensions on the pians for all proposed driveway openings. Dimension shall show the proposed curb cut opening width as well as the front of walk driveway opening width. Dimensions have been added to show width of driveway at the drive aisle, as well as the width of the curb cut. D. Please provide a note on the plan sheet which states all curbing to abut the public right of way shall taper to zero height at the right of way for all driveway opening. Please included an appropriate detail within the plan. Note 18 has been added to the layout notes, reading as follows: "All curbing abutting the public right-of-way shall taper to zero height at the right-of-way limits." a. The following comments pertain to the Grading Plan (Sheet C08): Page 17 A. Please provide spot elevations every 25 feat along the property line of the proposed site along the right of way of West Smith Avenue and Jackson Street. Spot elevations have been added along Jackson Street every 25' along the property line. To reduce clutter, spot elevation have not been added in this manner along W Smith Avenue except where reasonable. B. Please be sure to include spot elevation at all tie-in elevation locations for all proposed driveway. Spot elevations shall be provided at the match curb line, front of walk and back of walk. Additional spot elevations have been added along tie in locations. 6. The following comments pertain to the Utility Plan (Sheet C10): A. Please revise note # 10 to state "All work performed within the right of way, easements, or vacated right of way conforms to City of Oshkosh Standard Specifications and require a City of Oshkosh Right of Way Permit." Note 10 has been revised as requested. B. Please include a note on the plan sheet which states "All public sidewalk repairs over trenches require reinforcing (3 #4 bars equally spaced) see attached Sidewalk Repair Detail for your reference. Note 15 has been added to sheet CIO as requested. C. Please redesign the shown sanitary lateral connection to connect directly in the existing sanitary main and installed at a perpendicular angle to the right of way line, The existing sanitary sewer is. an 8" vitrified clay pipe, please show the proposed lateral connection to be made using a factory wye or tee as specified in the City of Oshkosh Standard Specifications. The sanitary service has been revised to connect into the sanitary main as opposed to into a sanitary manhole. Note 14 has been added to the utility key legend on sheet CIO, reading as follows. "Connect to existing main via flexible coupling (Fernco or approved equal). Approximate invert at connection point 753.91. D. Please provide a call�out on the plan sheet identifyinga material change from SDR 235 (sic) to SCH 40 for the proposed lateral within the right of Page 18 way, Sanitary sewer service length, size, material, and slope has been designated as SDR 35 within the property and Sch. 40 PVC within the City right-of-way. Additionally, a note has been added at the location wherein the sanitary sewer service extends into the right- of-way, reading; "All sanitary service lateral within the City right- of-way ight- ofway must be Sch. 40 PVC" E. The utility plan sheet does not appear to accurately identify the location of the existing water main running along Jackson Street. According to City records the existing 6" water main is located approximately 8 fleet west of the Eastern right of way line on Jackson Street and continues to run parallel to the right of way going north along the property line. Please revise the existing water utility location. Please review all changes are properly to show the new water service connection and pavement removal limits affected by this change. A Utility map of existing utilities along the proposed site has been included for your reference. At the date the field survey was performed (August 23, 2017), utility markings were present. No features located for the water service were found corresponding to the location shown on the attached map. Prior to construction, the contractor is required to field verify the location of all utilities; based on the information provided by the city, it is likely that a field adjustment will be required regarding the location of the water service connection, including some revisions to pavement removal limits. Public Works - General; Advisory Comments 1. The City of Oshkosh would like to discuss the means of obtaining the limits of an easements at the northwest intersection corner of West Smith Avenue and Jackson streets for means of improving the pedestrian sidewalk and ADA handicap ramps. Acknowledged. We will forward the request to Casey's, Public Works - Stormwater; Review Comments 1. The following comments are general comments pertaining to the submittal: A. The construction drawings and the. Storm Water Management Plan must be signed and sealed by a Professional Engineer registered in the State of Page 19 plan. Acknowledged. All future submittals will be signed and sealed by a professional engineer in the State of Wisconsin. B. A Notice of Intent (NOI) is required for the site. Please provide a copy of the NOI Application as well as the certificate of coverage when it is received. Plans will not be approved until the certificate of coverage is received. A copy of the NOY application will be provided to the City upon completion of the application; a copy of the certificate of coverage will be provided to the city when received. C. Please note that in accordance with City of Oshkosh Municipal Code Chapter 14, a final inspection with the Department of Public Works is required to be scheduled, and "as -built" drawings and an as -built certification by a Professional Engineer of the storm water BMP's are required to be submitted. Acknowledge. "As -built" drawings and certification will be provided to the City post -construction. D. Please note that an Operation and Maintenance Agreement is required for the proposed Storm Water Facilities onsite. The City will draft the maintenance agreement and forward the document for signatures. Please provide the name, title, and mailing address of the representative authorized to the sign the Operation and Maintenance Agreement. The information requested is as follows; Casey's Marketing Company, One Convenience Blvd, Ankeny, IA 50021. E. A review of aerial photography, google street view, City impervious area mapping, and a site visit by City Staff, displays that there are gravel areas in the east / northeast corner of the site (parts of Parcels 2 and 3 of the Alta survey) that are used for parking various vehicles. As per City Zoning Code, existing gravel areas must be removed and restored appropriately. Please review the site and update the construction drawings and storm water management pian as appropriate. Existing edge of gravel area was not mapped for this survey. A general note has been added to sheet. C06 regarding this area of gravel to be removed. As this area of gravel is being removed, the existing runoff from Page 20 completed, 2. The following comments pertain to the Storm Water Management Plan: A. Please cite specific exemptions of infiltration requirements from City Municipal Code Chapter 14 and WDNR Administrative Code NR 151. Exemption of infiltration can be found in the Chapter 14, Section 14-21 (3)(e)(1m) of the City Municipal Code. Exemption of infiltration can be found in IN NVR Administrative Code NR 151.12(5) (c) (S) (c) B. The peak flow calculations were not reviewed because they are not required under the City Municipal Code Chapter 14 due to the decrease in impervious area at the site. Acknowledged. C. Please provide a long-term Operation and Maintenance Plan for all Storm Water Facilities onsite This will be incorporated as part of the Operation and Maintenance Agreement referenced above. A long-term operation and maintenance plan is provided in this submittal. D. The following comments pertain to the storm sewer sizing calculations: L Please provide a map showing the drainage area for each storm sewer to correlate to the storm sewer sizing calculations. Please refer to the Inlet Drainage Pian included in the stormwater report, ii, The storm sewer sizing calculations include the storm sewer along the west side of the fueling area. Please update the calculations to include all storm sewers on-site. Hydraflow calculations have been updated to include all storm sewer, see the stormwater report for further information. iii. The pipe size for POO, POI, and P02 is listed as 18 -inches in the storm sewer capacity calculations. The construction drawings (Sheet C09') list these pipes as 12 -inches; Please correct this discrepancy as appropriate. Page 21 Storm sewer capacity calculations and construction drawings have been corrected to show appropriate pipe sizes. iv. Is Pipe -- (12) the underdrain pipe for the southwest biofilter? The storm sewer calculations include this pipe as 12 -inches. The construction drawings show it as 6 -inches. Please correct this discrepancy as appropriate. Pipe — (12) was used to represent the underdrain pipe and has been appropriately updated. E. Please identify the location(s) of the emergency overflow from the site. Please label the location(s) on the construction drawings. Please note that the overflow must be directed to the public right-of-way. F. The following comments pertain to the WinSLAMM modeling: I. Please provide information from WlnSLAMM indicating which sources areas drain into the BMPs. This can be accomplished with a screenshot of the main WinSLAMM display screen. If desired, the model files themselves can be submitted for review. A flow diagram is now included in the stormwater report to assist with review. H. The rainfall file used in the model is for the Madison area. Please update the model to use the Green Bay regulatory rainfall file. Rainfall file has been updated to the Green Bay Wr 1969 regulatory rainfall file. III, A total catch basin depth of 7 feet is used in the WinSLAMM model. A review of the drawings Indicated the catch basins range from 4.7 feet to 6.2 feet. Please update the total catch basin depth in the WinSLAMM model to reflect the average total depth of the catch basins. The average catch basin depth was determined to be 6.51 feet and was utilized in WinSLAMM. Iv. A catch basin outlet diameter of 1.5 -feet is used in the WinSLAMM model. The plans show that the outlets are 12 -Inches. Please update the model as appropriate. Model was updated to 12 inches; however, this is Page 22 conservative due to some of the pipe sizes being increas V. The biofilters are labeled in WinSLAMM as #1 and #2. On the plans they are labeled as Southwest and Southeast. Please provide additional information to indicate to correlate the WinSLAMM model to the plans. Siofiiters have been labeled appropriately, see WinSLAMM flow diagram, vi. Please review the vertical standpipe elevations in WinSLAMM as compared to the construction drawings. The details on Sheet C12 show that the standpipe is 3.84 -feet above the biofilter bottom in the southwest biofilter and 2,74 -feet above the bottom in the southeast biofilter. The WinSLAMMmodel has elevations of 4 in Blofilter #1 and 3.5 in Blofilter #2. The vertical standpipes have been replaced with surface discharge pipes to represent the flared end sections that have an elevation of 1 foot above the bottom of the biofilter areas. The southeast biofilter has a total depth of 4.24 feet when measured from the top elevation of 760 to the underdrain invert of 755.76. The southwest biofilter has a total depth of 3,9 feet when measured from the top elevation of 760 to the underdrain invert of 756.10. vii. The infiltration rate for the biofilters is 0.05 inches / hour. The construction drawings show that the biofilters will include an impermeable liner. The infiltration rate should be updated to be 0. The infiltration rate has been set to zero. viii. The engineered soil infiltration rate for the biofilters is 13 inches / hour. As per WDNR guidance a maximum_ engineered soil infiltration rate of 3.6 inches / hour is allowed. See #30 of WDNR guidance document titled, "Modeling Post -Construction Storm Water Management Treatment," available at htto://dnr.wi.aov/tooic/stormwater/documents/Modelina Post - Construction Guidance 2011,pdf, The infiltration rate has been updated to the allowable 3.6 inches per hour. ix. ix. An engineered soil porosity of 0.44 is used for the biofilters. A porosity of 0.27 should be used per WDNR guidance; See #30 of. WDNR guidance document titled,. "Modeling Post -Construction Page 23 http://dnr.wi._ oc� v/topic/storr-nv,rater/documents/Modeling Post - Construction Guidance 2011,pdf, The porosity has been updated to 0.27. X. The biofilter rock depth is Fisted as 1 -foot in WinSLAMM. The detail on Sheet C12 of the construction drawings shows a 9" layer of pea gravel. This discrepancy should be corrected. Gravel layer has been updated to 9 inches, xi. The underdrain invert elevation in WinSLAMM is 1 -foot above the biofilter bottom. The detail on Sheet C12 shows the underdrain at the bottom of the biofilter (immediately above the impermeable liner). The invert elevation should be set to 0. Underdrain inverts have been set to zero. 3. The following comments pertain to Sheet CO3: A. All inlet protection should be Type D -Modified. Please make appropriate changes. Erosion details for inlet protection on sheet CO3 has been revised to read as follows: "Inlet protection; Type D -Modified (Re; sheet C05), Additionally, Standard Detail Drawing 15A has been removed from sheet C05 as it is no longer referenced within the plan set. B. Inlet protection should be provided in all inlets across the street from the site and also on the 1st set of inlets downstream from the site. Please make appropriate changes. Inlet protection has been indicated on sheet CO3 for the aforementioned inlets, including the first downstream inlet to the east of the site. C. A label / symbol for a sediment trap is shown at the storm sewer outfalls into the southeast biofilter. It is not understood what is intended by this erosion control measure, Does it correspond to the WDNR Technical Standard for a sediment trap? Please provide further information and/or a detail to clarify. Also, the legend refers to note 1.07, however, this note is not included,, Please update accordingly. The note referring to the sediment trap has been removed from Page 24 this sheet and updated to check dams at the downstream ends of the flared end section. References to note 1.07 have also been removed from this sheet. D. Consider the inclusion of riprap or other measures to prevent erosion at the points where the storm sewers discharge into the southeast biofilter. Check dams for erosion control at these discharge points have are now shown on this sheet. 4. The following comments pertain to Sheet C08: A. There shall be a 5' flat area provided behind the back of walk before side slopes of the biofilters and swales begin. Please provide additional spot elevations to illustrate the flat area and/or make appropriate changes to the grading. Grading within this area has been revised; to promote positive drainage away from the walk, slopes not exceeding T%o have been provided in this area. Additional spots have been provided, as well as slope arrows within this location. (To do) B. Drainage discharging directly off-site via sheet flow should be minimized. Currently, it appears there is significant drainage discharging through the driveway to Smith Avenue. The grading plan and/or drainage plan should be updated to minimize direct offsite runoff. Due to site limitations, some sheet flow through the entrance along W Smith Avenue will be present. Please refer to the Inlet Drainage Plan for the area which will sheet flow into the W Smith Avenue ROW 5. The following comments pertain to Sheet C09: A. The invert elevations of the 6" underdrain pipes are not included on the labels for structures DO1 and D02. Per comment 6.A in this section, the perforated underdrain transition into solid -walled HDPE pipe at the location of the cleanouts within the biofiltration area, The inverts for these pipes have been indicated for the appropriate structures. B. Please add a note regarding the requirement for marker balls on storm laterals (Note #13 from the UtilityNotes on Sheet C10) to clarify the requirement for marker balls on the drainage system. shown on Sheet C09. Page 25 added, reading the same as note #1.3 from Sheet C16. 6. The following comments pertain to Sheet C12: A. A perforated draintile is shown within each biofilter, The perforate draintile is shown as leaving the biofilter and connecting to the manhole downstream. The perforated draintile should end within the biofilter and transition to a solid walled pipe before leaving the biofilter. Please update as appropriate. See response to comment 6.B below. B. A clean-out should be included for each of the draintiles. A cleanout has been added at the edge of the biofiltration area; additionally, the details for the southwest and southeast biofiltration areas on sheet C12 have been revised to show a transition from the perforated draintile to solid wall pipe downstream of the cleanouts for both areas. 7. Please note that additional comments may be provided after the above listed comments are addressed. Acknowledged. Public Works - Stormwater; Advisory Comments 1. Please consider modifying the grading plan to direct runoff around the vehicle fueling areas to prevent petroleum from contactingstormwater. In addition, this may be a beneficial practice so that customers won't get wet due to runoff flowing across the fueling area while they are filling their vehicles. On-site grading in the fueling area has been done in accordance with Casey's standards. This avoids area inlets in pavement which have frequent maintenance issues. 2. Please consider the use on plant plugs for the restoration of biofilter areas in place of seeding. Runoff events and ponding water in the biofilters may cause washout of seed or difficulty in establishment of seed. A general note has been added to the bioretention area details, stating "Plug plants recommended by the DNR." 3. The swale along the west side of the site and the southwest biofilter only convey and treat runoff from grassed areas, Because of the source areas Page 26 being only grass, it is likely that limited pollution control benefits are achieved, and it may be possible to eliminate these areas. Filtering this area aids in adhering to the necessary TSS removals. Addressing; Review Comments 1. A new address of 2322 Jackson Street would be assigned to the proposed Casey's General Store. The existing parcel addresses of 2308, 2316 and 2324 Jackson Street would be retired and would not be acceptable for re -use. Acknowledged. The title block has ;been updated with this address. Transportation; Review Comments 1. The driveway on Jackson appears to be far enough from the intersection (175 feet near side corner clearance, 125 feet far side). The TWLTL on Jackson will help with traffic flow on Jackson. The arrow on Smith Street on the site plan appears to be backwards. The near lane when exiting the driveway is a right turn only (i.e. there are right only and straight/left lanes heading west on Smith). The right turn lane will help create gaps for vehicles exiting the development however;. it appears an ACV may be needed for the driveway on Smith Ave. (corner clearance required 175 feet near side, 125 feet far). The driveway should be pushed as far away from the intersection as possible to allow for ingress/egress. An access control variance is requested with this PD submittal, If you have any questions or concerns, please do not hesitate to call me at (815) 484-4300. Thank you in advance for your assistance. Sincerely, Lauren Downing, Assistant Project Manager Encl. PD Permit Application (1 copy) CSM (2 copies) Architectural and Color Elevations (2 copies) Sign Packet (2 copies) Lighting Plan (2 copies) General Location Map (2 copies) Civil Plans (2 copies) Stormwater Report (Z copy) Page 27 ro mLQ lV LV CO A r' �raar,►amm�„tCi4SLa �� �� ZONING DATA GhG� •PWCwNtlry NPputa[NPNr Z ]r. n feea w vop n few.x.oc n¢r m as � O rtsrm. +a.nr l •^urn nL w/n� x/. Y r,.L� iw.'�,o-'Ow �n rai .Pom. nm f�],n..eP Na nP ur. .o .ry...ew. .,ea wx"'mir'oa�' w+a'nw•f°n`w.a n.c � um rar,o.n Pe. v. n �o an ru.rn t�].N drw, - ]�mo A r' �raar,►amm�„tCi4SLa �� �� ZONING DATA GhG� •PWCwNtlry NPputa[NPNr c .oa ,.o,b, aL ]C n lees aw � ]r. n feea w vop n few.x.oc n¢r m as � , rwn less arra nm, va w nw rtsrm. +a.nr l •^urn nL w/n� x/. .n �•�„ r,.L� iw.'�,o-'Ow �n .�,.p n , r ronr.xe .Pom. nm f�],n..eP Na nP ur. .o .ry...ew. .,ea wx"'mir'oa�' w+a'nw•f°n`w.a n.c � um rar,o.n Pe. v. n �o an ru.rn t�].N drw, - ]�mo f .u4n.o wm rn. ar, fww.ae r yn W i �nw wP.mi �. �uxc�ouG i CASEY'S i l GENERAL LEGEND LE � GENp %//fir%/%////// f _ r• .. .I * _ -- -_. @OV.7.. JACWON STR= Mel r.,.....runoo PLANT LIST W W. 'ryou, r�r+�wr.+.e MrNuo^uw .4 r«.r..n. m..n r,�.......Nx..w. rr. r'-1 SHRUB PLANTING DETAIL \/\/\A fraPSED PLANTING DEfAIL4�� UNPCPr41N KPPN 'a • nNNUNL:) �" ""r"" r..y. V �-1 .... ��'- Po•m•r •I•,•�'�. LANDSCAPE PLAN ..u:wrw•�ii-"r.i "�=':..'�:-'ter :'moi-":.. M�urw".""'e....:�,..�„ w`N°+� �nw � i�r�ioei,`a:..nrrr,+.-r,�.o.e,u.vw..uw.w•.w+.wwrw.w.. wrum.r.. ...�. r.,o-..... .N.. .i ..w __ W.W^�».�+��.�..�w.ri`•.u'�IrwbrsiWr 4.r��lw~rM��n+r m.:u�i rrnu...rr—.u. wwuu -------------- _ •.yamrua..x. `rs.ue.... «rrlrvw.b.�rninn.u.r...«.i vru...." .i .uu..M n I N O R 7 H �^`Y"`^'•^^^^"^•^`y"%'^��"�^^"�`^��• � � TREE PLANTING DETAIL µ'r 17122 L61 SiG S 1, 2 ro w LQ U-) 0 ro sv w (D W Pylon Sign (Special 4 Product) SIGNS 6 Sign # Sign Type Location Illumination Dimensions Bottom Tog Width Height Area Fe 6 House Loo Freestanding Street Internal 15'7" 23'S/16" 714!' S' 9-S/16" 36.78 7 Price Sign Freestanding Street Internal 11,111, 14'11" 10'7-1/Z' 3-0.1 31.86 9 Price Sign Freestanding Street Internal 10' 0" 12' 10" 3'7-1/Z' 2'-10" 10.27 8 Weathervane I Freestanding Street N/A 23' 0" 1 25'0" 1151, 1' 11-11/16" 1.5 Total - 80.41 10'-7%" PRICER NOTES: • 16" RED AND GREEN LED • ZIP TRACK DIESEL, GREEN LABEL - CLEAR COPY, LABEL INTERCHANGEABLE • DIESEL ON THE RIGHT, BOTH SIDES • ZIP TRACK OTHER, YELLOW LABEL - BLACK COPY, LABEL INTERCHANGEABLE OTHER NOTES • CABINET IS BLACK IN COLOR • 300' WIRELESS KEYPAD RANGE ro a LQ m w N FRONT ELEVATION REAR ELEVATION Casey's, General St.ok6 .. I` �. ., ': "� �� . . ' � � � eimdmoui,w.LFuxuwiinttf n 1•nrW+ir'i oG,u;.u'A�im�uktxML i�xerc,por:a�::uxinnurlm ,•:cna.:eMa...„a.r.w:f4.� � w W.ixali, l:u(7.4rynr " �. '•I.'r. '�..: .... ".�! ;Nr, Gfn Vlli,,iul°i!nlril,C4,[[dxN,,rv..r,. 4t I,w LP'✓✓'n NnllM1 UJI:['tw'��IqL[•rw�InM1•mn'IN+lyl[,it�[uryl, ,,,[hfl,M�llrlfrmnfoln w Il�'4't00' 04 StandarA Riuildinneonar °ass4eIates"'!i «' ro LQ m w :W RIGHT I✓LEVATION LEFT ELEVATION Casey's Ceneral Store .i. AFI/IIR.�.IWNM 1liulitull�a 1104 r•NwPN�.0 .rv''/.ilnirN�+wlal+.J4�ri nnl ld+vv/Iwru/v ovl�llrn nlxrxlnl /1:uN4wi l,.Ncr•n+ui,. 'Vww✓nlllno .n �� n4 S1'a»(f ►!1 ,�.i.i�lAinom� ..� � .. � � .. 'I"°M•�rRn+unvyonto,:�grrole..gnu::�'�ii�;.�....•a..<tley,.n,aa•os,:.uru.,n.un'ur.wmuun,m,wcn.�n::+,rn,lt..o.w+�" ./ { rr.oltr:,�:': a . ,:' , , , . • . '.:..�.:.: :. ..,.� ........... :. :.. ,. _ ..... ... ,. ,._........... .....' :.„�,,,� UJRR.:.:i ,:red Xennard assaaiaf�s;�: REZONE GDP/STP ARL ENE M HIBSCH CHRISTOPHER M LEDVINA 2308/2316/2324 JACKSON ST 2329 JACKSON ST 2325 JACKSON ST PC: 05-01-18 OSHKOSH, WI 54901 OSHKOSH, WI 54901 CLOTHES HAMPER II LLC DANNY L FISHER/L M ROBINSON DAVID L REYNOLDS 2686 TOWERVIEW DR 215 BACON AVE 229 BACON AVE NEENAH, WI 54956 OSHKOSH, WI 54901 OSHKOSH, W154901 DJLW PROPERTIES MANAGEMENT LLC EK CORPORATION ELAINE SCHROEDER 6634 LASLEY SHORE DR 634 W 6TH AVE 1020 BONG CT WINNECONNE, WI 54986 OSHKOSH, WI 54902 OSHKOSH, WI 54901 GARY R GARBS GERALD G/JANICE M POTRATZ HUISMAN HOMES LLC 1841 BEECH ST 234 W SMITH AVE 215 W SMITH ST OSHKOSH, WI 54901 OSHKOSH, WI 54901 OSHKOSH, WI 54901 JENNY D BURMEISTER JOHN H/PATRICIA A LORFELD JUDITH A HOFFMAN 220 W SMITH AVE 2321 JACKSON ST 230 W SMITH AVE OSHKOSH, WI 54901 OSHKOSH, WI 54901 OSHKOSH, WI 54901 KI T/SEUNG H IM KYM W ASEN MARY ISAACSON 303 BACON AVE 309 BACON AVE 2315 GENEVA ST OSHKOSH, WI 54901 OSHKOSH, WI 54901 OSHKOSH, WI 54901 MATTHEW A FAUST NORMAN R BOCK ETAL RICHARD A WILKINS 226 W SMITH AVE 2242 WHITE SWAN DR 2340 GENEVA ST OSHKOSH, WI 54901 OSHKOSH, WI 54901 OSHKOSH, WI54901 RICHARD E WINCHELL ROBERT C LANSING SUSAN A COENEN 305 W SMITH AVE 214 W SMITH AVE 304 W SMITH AVE OSHKOSH, W154901 OSHKOSH, WT 54901 OSHKOSH, WI 54901 THOMAS J/LISA FELDNER ARDINE A BARRY ARC DESIGN RESOURCES INC F 2321 GENEVA ST 307 W SMITH AVE OR: CASEY'S MARKETING COMPANY 5291 ZENITH PARKWAY OSHKOSH, WI 54901 OSHKOSH, WI 54901 LOVES PARK, IL 61111 JAMES A CHASE 3994 HIGHLAND SHORE LN OSHKOSH, WI 54904 Page 34 ME 29� MEN WIP 29 FBI 222 OF Iml Eli 91T Q 307 305 2 221 215 12 227 —1 455 F 0 21 -V IR i E u m 228 2 0 128 n 310 366 300 NO L -LEN..- ....... ......... I . . . . . . . . . . 313 227 22 N I in 0.03 mi REM A Al lin=140ft A (El ON City of Oshkosh maps and data are intended to be used V general identification purposes onty, and CiiY the City of Oshkosh assumes no labfdy for the accuracy of the information. Those using the Printing Date: 4113/2018 or information are responslUe for verifying accuracy.For full disclaimer please go to Oshkosh YA,.%Y.d.oshkosh.vj.us/GWscl�mer Prepared by: City of Oshkosh, WI JAGISManningftn Commlsson Re Plan Map Tem&toftn Gom6sslon Sit Flan flop Templalte.rnxd User, m:nA Page 35 MEN WIP Eli 91T Q 307 305 2 221 215 12 227 —1 455 F 0 21 -V IR i E u m 228 2 0 128 n 310 366 300 NO L -LEN..- ....... ......... I . . . . . . . . . . 313 227 22 N I in 0.03 mi REM A Al lin=140ft A (El ON City of Oshkosh maps and data are intended to be used V general identification purposes onty, and CiiY the City of Oshkosh assumes no labfdy for the accuracy of the information. Those using the Printing Date: 4113/2018 or information are responslUe for verifying accuracy.For full disclaimer please go to Oshkosh YA,.%Y.d.oshkosh.vj.us/GWscl�mer Prepared by: City of Oshkosh, WI JAGISManningftn Commlsson Re Plan Map Tem&toftn Gom6sslon Sit Flan flop Templalte.rnxd User, m:nA Page 35 ja - °a ' '� r' � I f � � a ,.. T� __:_ � . ►. �:- � ., ? I 9 in = 0,09 mi I ` ' ` �, ,r! 9 in = 500 ft0 Gill '' City of Oshkosh maps and data are intended to be used for general identification purposes only, and C;if y the City of Oshkosh assumes no Gabhly for the aowracy of the fiformat1w, Those using the or Information �e responslb!e for verifying accuracy. For full disclaimer please go to Printing Date. 403/2098 C�shkash mi%y.ci.oshkosh.vd.uslGlSdisdaimer Prepared by: City of Oshkosh, WI J.1GIS1PIanntnglPlan Commission S:;e Plan Map Temp!a%'Plan Comm'sson Silo Flan trap Templa:e.mA User. Page 36 �JJJ !J 1 J !J!2.JJI-\r �I J f City of Oshkosh maps and data are intended to be used for general identification purposes only, and the City of Oshkosh assumes no liability for the accuracy of the information. Those using the information are responsible for verifying accuracy. For full disclaimer please go to www.ci.oshkosh.wi.us/GlSdisclaimer N 1 in=0.02 mi 1in=110 ft Printing Date: 4/13/2018 Prepared by: City of Oshkosh, WI Oshkosh