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Home My WebLink AboutPZ Agenda Packet 01.07.2021PLANNING AND ZONING COMMISSION Thursday, January 7, 2021 Electronic Formal Meeting – 7:00 PM Zoom Meeting Platform Agenda: 1. Call to Order 2. Roll Call 3. Public Discussion of Any Item Not on the Agenda Rezoning and Development Items 4. Case No. REZ20-0013 & SUB20-0004 Applicant: Crossing Land LLC Location: South of Kennedy Parkway and West of Camp Cardinal Boulevard An application for a rezoning of approximately 27.19 acres of land from Interim Development – Research Park (ID-RP) zone to Rural Residential (RR-1) zone for 12.80 acres, High Density Single-Family (RS-12) for 6.05 acres, Low Density Multi-Family (RM- 12) for 3.46 acres, and Medium Density Multi-Family (RM-20) for 4.88 acres and an application for the preliminary plat of Cardinal Pointe West Part 3, a residential subdivision with 12 single-family lots, 6 duplex lots, and 1 multi-family lot. Electronic Meeting (Pursuant to Iowa Code section 21.8) An electronic meeting is being held because a meeting in person is impossible or impractical due to concerns for the health and safety of Commission members, staff and the public presented by COVID-19. You can participate in the meeting and can comment on an agenda item by going to: https://zoom.us/meeting/register/tJcsce6qrT8rG9y4Ge- 9BW2hu2bBXG5Hq2DI to visit the Zoom meeting’s registration page and submitting the required information. Once approved, you will receive an email message with a link to join the meeting. If you are asked for a meeting or webinar ID, enter the ID number found in the email. If you have no computer or smartphone, or a computer without a microphone, you can call in by phone by dialing (312) 626-6799 and entering the meeting ID 931 6723 4118 when prompted. Providing comment in person is not an option. Planning and Zoning Commission Meeting January 7, 2021 5. Consideration of Meeting Minutes: December 17, 2020 6. Planning & Zoning Information 7. Adjournment If you will need disability-related accommodations to participate in this meeting, please contact Anne Russett, Urban Planning, at 319-356-5251 or anne-russett@iowa-city.org. Early requests are strongly encouraged to allow sufficient time to meet your access needs. Upcoming Planning & Zoning Commission Meetings Formal: January 21 / February 4 / February 18 Informal: Scheduled as needed. STAFF REPORT To: Planning and Zoning Commission Prepared by: Joshua Engelbrecht, Planning Intern and Anne Russett, Senior Planner Item: SUB20-0004 & REZ20-0013 Date: January 7, 2021 Cardinal Pointe West Part 3 GENERAL INFORMATION: Applicant and Property Owner: Crossing Land LLC 755 Mormon Trek Blvd Iowa City, IA 52246 319-337-4195 info@southgateco.com Contact: Brian Vogel, PE Hall & Hall Engineers, Inc 1860 Boyson Road Hiawatha, IA 52233 319-362-9548 brian@hallenge.com Requested Action: Approval of preliminary plat & Rezoning from ID-RP to RR-1 (12.80 acres), RS-12 (6.05), RM-12 (3.46 acres), & RM-20 (4.88 acres) Purpose: To allow the development of Cardinal Pointe West Part 3, a 27-acre, 19-lot residential subdivision that will include 1 multi-family lot, 6 duplex lots, 12 single- family lots, and one outlot for future development Location: West of Camp Cardinal Boulevard and South of Kennedy Parkway Location Map: Size: 27.19 acres 2 Existing Land Use and Zoning: Undeveloped, Interim Development – Research Park (ID-RP) Surrounding Land Use and Zoning: North: RS-12 – High Density Single-Family RM-12 – Low Density Multi-Family RR-1 – Rural Residential South: RR-1 – Rural Residential ID-RP - Interim Development: Research Park East: RS-8 – Medium Density Single-Family Residential West: R – County Residential A – County Agricultural Comprehensive Plan: Conservation District – Clear Creek Master Plan Neighborhood Open Space District: Clear Creek Public Meeting Notification: Property owners beyond of the project site received notification of the Planning and Zoning Commission public meeting. Subdivision signs were also posted on the site. File Date: November 23, 2020 45 Day Limitation Period: January 7, 2021 BACKGROUND INFORMATION: The property owner, Crossing Land, LLC, is requesting approval for the rezoning of 27.19 acres of land from Interim Development – Research Park (ID-RP) to Rural Residential (RR-1) for 12.80 acres, High Density Single-Family (RS-12) for 6.05 acres, Low Density Multi-Family (RM-12) for 3.46 acres, and Medium Density Multi-Family (RM-20) for 4.88 acres. The applicant is also requesting approval of a preliminary plat for Cardinal Point West – Part 3, a residential subdivision with 12 single-family lots, 6 duplex lots, and 1 multi-family lot with 32 proposed dwelling units. The plat also includes 3 outlots. Outlots I and J (to be rezoned RR-1) are proposed for open space to be maintained by a homeowner’s association. Outlot K (to be zoned RM-20) is reserved for future development. Prior to this application, the applicant received approval for two subdivision and rezoning applications – Cardinal Pointe West Parts 1 and 2. The proposed preliminary plat is a continuation of Parts 1 and 2. Attached is the concept that was provided in 2015 with the rezoning and subdivision applications for Part 1. This area was annexed into the city between 1969 and 1972. Since 1983 the area has been zoned Interim Development – Research Park (ID-RP) to reflect possible development of an office park along Highway 218. However, in May of 2002, City Council signed a resolution endorsing the Clear Creek Master Plan memorandum of understanding that includes a concept that envisioned a “conservation-type” development including residential and commercial uses in the areas surrounding Camp Cardinal Boulevard. While there are still several acres of land zoned Interim Development that are undeveloped, the areas surrounding Camp Cardinal Boulevard have seen only residential development since the memorandum, with the exception of one parcel zoned Commercial Office (CO-1) at the intersection of Kennedy Parkway and Camp Cardinal Boulevard 3 and one parcel zoned Community Commercial (CC-2) at the intersection of Camp Cardinal Road and Camp Cardinal Boulevard. Due to concerns about meeting face-to-face, the applicant did not hold a good neighbor meeting. In-lieu of a good neighbor meeting, the applicant sent out a detailed letter (attached) and informational packet to surrounding neighbors with contact information to discuss concerns and questions about the project. ANALYSIS: Current Zoning: Based on the previous comprehensive plan, the area is currently zoned as Interim Development – Research Park (ID-RP). The context of the 1997 comprehensive plan, however, recognized that with the establishment of the Oakdale Campus north of Interstate 80, the possibility of additional development of office and research park type uses in this area may not be realistic. The plan also recognized that the topographical and infrastructural limitations of the area, and therefore, supported development with a mix of uses, such as low density residential and office commercial uses. The plan also supported clustered development that would result in pedestrian friendly neighborhood with minimal disturbance of the sensitive areas. The current ID-RP zoning only allows agricultural uses by right. As such, a rezoning is necessary to allow any development of this property. Proposed Zoning: The Rural Residential Zone (RR-1) is intended to provide rural residential character for areas in the city that are not projected to have the utilities necessary for urban development in the foreseeable future or for areas that have sensitive environmental features that preclude development at urban densities. The areas proposed to be rezoned to RR-1 are proposed to be private open space to be maintained by the homeowner’s association. The High-Density Single-Family Zone (RS-12) is intended to provide for development of single- family dwellings, duplexes and attached housing units at a higher density than in other single-family zones. Because this district represents a relatively high density for single-family development, dwellings should be in close proximity to City services and facilities, especially parks, schools and recreational facilities. The RS-12 zone allows for single-family lots with a minimum lot area of 5,000 square feet, and a minimum lot width of 45 feet. Duplexes are allowed on lots with a minimum lot area of 6,000 square feet and lot width of 55 feet. All RS-12 lots within the proposed subdivision meet the minimum requirements. Although lots 55-66 meet the requirements for duplex development, only lots 48-53 are intended to be duplexes with lots 55-66 intended for detached single-family dwellings. The Low-Density Multi-Family Residential Zone (RM-12) is intended to provide a diverse variety of housing options in neighborhoods throughout the City including the development of high-density, single-family housing and low-density, multi-family housing. The applicant is proposing 32 townhouse-style, multi-family units in 7 buildings containing 4 to 5 dwellings each with a private rear land or alley for vehicular access. The Medium Density Multi-Family Zone (RM-20) is intended to provide an assortment of attached, detached single-family and multi-family housing options and is well suited to be located adjacent to commercial areas with good access to City services and facilities. Currently Outlot K is proposed to be rezoned to RM-20. The applicant has not provided any details on the proposed site plan for this zone, but when that plan is created care should be taken to ensure the site and building design is compatible with the surrounding neighborhood. Based on the minimum lot area per unit standards of the RM-20 zone, the maximum number of dwelling units allowed on the 4.49-acre outlot is 108 units. 4 Compliance with Comprehensive Plan: This property is located within the Northwest Planning District. While the district plan for this area has not been prepared, the comprehensive plan identifies the Clear Creek Master Plan as a guiding document for this area surrounding Camp Cardinal Boulevard. The Clear Creek Master Plan shows this area as suitable for residential, commercial and office development. The plan also aims to create a conservation-type development that allows for higher density development in exchange for the preservation of sensitive areas. The master plan also states that the intended maximum allowable density for any subdivision would not exceed 20 dwelling units per acres. The density of the proposed rezoning and subdivision is around 6 units per acre. Additionally, the IC2030 comprehensive plan housing policy (pg. 28) seeks to develop neighborhoods with a mix of housing types. The comprehensive plan also lays out land use policy to guide development away from environmentally sensitive areas, such as woodlands and steep slopes (pg. 24). The requested rezoning and subdivision design conform with the conservation design envisioned in the Clear Creek Master Plan as well as the policies for housing and land use laid out in the comprehensive plan. Subdivision Design: The subdivision includes 19 residential lots and three outlots. The proposed residential development is a mix of RS-12 lots (48-53,55-66) and one RM-12 lot (54). Lots 48-53 are expected to be developed with duplex residential uses, and lots 55-66 are expected to be developed with single-family residential uses. Lot 54 is expected to be developed with townhouse-style, multi-family buildings with 4-5 dwellings per building. In order to ensure consistency with the existing development pattern to the north, staff is recommending a condition that development shall substantially comply with the concept plan for the area shown as Lot 54 on the preliminary plat. Additionally, in order to ensure useable outdoor space on Lot 54 staff is recommending a condition that requires staff approval of a landscaping plan and screening of garages along Declan Drive and Mason Drive. Outlots I and J contain the majority of the woodlands and steep and critical slopes. These outlots are identified as private open space areas to be maintained by the homeowner’s association. Outlot K is reserved for future development. The preliminary plat also shows the extension of Dubs Drive and Preston Lane. Preston Lane is shown to intersect with Camp Cardinal Boulevard in this phase. The subdivision code requires that block lengths range from 300 feet to a maximum of 600 feet (15-3-4A(2)). Longer block lengths may be considered where topographic conditions, water features or existing development prevent shorter block lengths. Midblock pedestrian connections may be required for longer block lengths. The block lengths shown on the preliminary plat are in conformance with the subdivision regulations, with the exception of Preston Lane between Declan Drive and Camp Cardinal Boulevard. Due to the presence of steep wooded ravines located on Outlot J, no street intersections are proposed east of Preston Lane except for the connection to Camp Cardinal Boulevard. As a result, the length of Preston Lane between Declan Drive and Camp Cardinal Boulevard exceeds the 600 feet normally required by subdivision code. However, the proposed design helps minimize the disturbance of the wooded areas located on the property and complies with the comprehensive plan’s emphasis on conservation design for this area. The subdivision regulations also state that “Any portion of a residential lot that is within three hundred feet (300') of the Interstate 80 or Highway 218 right of way shall be identified as a noise buffer, and no residential structure will be permitted within this three hundred foot (300') buffer area.” (15-3-4C) A small sliver of Outlot K falls within the 300’ buffer (see Figure 1) and as such, when Outlot K is platted for development, that area would not allow residential uses. 5 Figure 1. Area within Outlot K within 300’ of the Highway 218 Right-of-Way Traffic and Transportation: Preston Lane will extend from Kennedy Parkway on the north to Camp Cardinal Boulevard to the south, a distance of approximately 2,000 feet with limited intersecting streets. Due to concerns with the block length of Preston Lane between Declan Drive and Camp Cardinal Boulevard, staff is recommending traffic calming measures. The preliminary plat shows traffic calming chokers at Preston Lane & Declan Drive and a traffic circle further south along Preston Lane. Chokers decrease the width of the pavement at the intersection, which can help to slow traffic. Public Works staff and transportation planning staff are still reviewing the traffic calming measures on the plat. Staff will have an update on their review at the Commission’s meeting. Additionally, average daily traffic (ADT) count data for the area (Camp Cardinal Blvd. at Kennedy Parkway) is around 7,770. The theoretical capacity of Camp Cardinal Blvd. is 16,750 ADT. The completion of Cardinal Pointe West Part 3, assuming maximum build-out, is expected to generate approximately 1,261 additional trips per day. This estimate includes the proposed townhome style multi-family, duplex, and single-family units, as well as the potential build-out of Outlot K, which is reserved for future multi-family development. The resulting increase in traffic is still well below Camp Cardinal Blvd.’s capacity. In addition, both the Kennedy Parkway and future Preston Lane intersections with Camp Cardinal Blvd have left turn lanes. Currently, the west side of Camp Cardinal Blvd does not have a sidewalk. The Clear Creek Master Plan includes typical cross sections, which show a 4-foot sidewalk along the western side of Camp Cardinal Blvd. Therefore, staff is proposing as a condition of the rezoning that a sidewalk is constructed from Preston Lane to Kennedy Parkway on the west side of Camp Cardinal Blvd. Instead of the 4-foot sidewalk proposed in the plan, staff is recommending that the sidewalk be 5-feet in width, which is the current standard. The east side of Camp Cardinal Blvd currently has an 8-foot side path. 6 This area is not served by transit. Environmentally Sensitive Areas: The property contains steep slopes, critical slopes, and woodlands. In terms of slopes, approximately, 47% of the steep slopes and 18.4% of the critical slopes will be disturbed. This disturbance is less than the threshold of 35% of the critical slopes required by the sensitive area’s ordinance. The sensitive areas development plan indicates that approximately 65% of the woodlands (6.31 acres) will be preserved. The plan shows the disturbed area as 35.3% or 3.45 acres of the woodlands. The disturbed area total includes the 50-foot woodlands buffer area, which is located outside of the construction limits, but is not included in the preserve calculation. The sensitive areas ordinance includes a retention requirement of 50% for single-family zones, like the proposed RS-12 zone, and a retention requirement of 70% for the proposed RR-1 zone. The sensitive areas development plan is complicated by the fact that the woodlands cross two zoning designations with different retention requirements. Due to the fact that the plan demonstrates a continuation of the preserved woodlands to the north (at the corner of Kennedy Parkway & Camp Cardinal Blvd) and exceeds the 50% retention requirement for single-family zones, staff has determined that the plan meets the intent of the sensitive area’s ordinance. In addition, this is consistent with how staff analyzed the sensitive areas in the previous phase of the development. Tables 1 and 2 provides a summary of the impacts to slopes and woodlands. Table 1. Slopes Summary Existing Impacted Disturbance Allowed (per code) Critical 3.95 acres 0.73 acres (18.4%) 35% Steep 5.77 acres 2.71 acres (47.0%) n/a Table 2. Woodlands Summary Existing Woodlands Disturbed Woodlands & 50’ Buffer Area Preserved Woodland Retention Requirement (per code) 9.76 acres 3.45 (35.3%) 6.31 (64.7%) 50% (RS-12) 70% (RR-1) Neighborhood Open Space: Public open space dedication or fees in lieu of are addressed at the time of final platting. Based on the 6.05 acres of RS-12 zoning, 3.46 acres of RM-12 zoning, and 4.88 acres of RM-20 zoning, the developer would be required to dedicate 0.96 acres of land or pay fees in-lieu. Parks and Recreation staff has determined that an in-lieu fee payment would be appropriate. Storm Water Management: The stormwater management basin located to the south within the Clear Creek subdivision has the capacity to provide stormwater management for Parts 1, 2, as well as Part 3. The adequacy of the existing basin has been confirmed by the City Engineer. In Cardinal Pointe West Part 1, Outlot D was designated as a stormwater management area. In order to meet lot area requirements for Lot 53 in Cardinal Pointe West Part 3, Outlot D must be reduced in size. Public Works staff has reviewed this and has determined that reducing the size of this outlot is not an issue. Storm water management requirements are met with the capacity provided in the basin to the south. Infrastructure Fees: This subdivision is subject to the water main extension fee for $456.75 per 7 acre and sanitary sewer tap on fee of $570.98 per acre. Payment towards the cost of constructing Camp Cardinal Boulevard will also need to be addressed at the time of final plat approval. NEXT STEPS: After review and recommendation by the Planning and Zoning Commission, the two applications will be considered by the City Council. STAFF RECOMMENDATION: Upon resolution of the deficiencies listed below, staff recommends approval of REZ20-0013 & SUB20-0004, two applications submitted by Crossing Land, LLC for a preliminary plat of the Cardinal Pointe West – Part 3 subdivision, a 19-lot, residential subdivision located South of Kennedy Parkway and West of Camp Cardinal Boulevard and the rezoning of 27.19 acres from Interim Development – Research Park (ID-RP) to Rural Residential (RR-1), Low Density Multi-Family Residential (RM-12), High Density Single-Family Residential (RS-12), and Medium Density Multi- Family Residential (RM-20) zones subject to the following conditions: 1. Development shall substantially comply with the concept plan for the area shown as “Lot 54” on the preliminary plat, which includes townhouse-style, multi-family dwellings with vehicular access to garages from a rear lane with green space and landscaping between the rear driveways to reduce impervious surface and improve stormwater drainage. 2. Prior to approval of any site plan, Owner shall obtain staff approval of a landscaping plan which shall include the plans for useable outdoor space for “Lot 54” on the preliminary plat and screening of garages along Declan Drive and Mason Drive. 3. At the time of final platting, incorporation of traffic calming devices in a location approved by and designed to the satisfaction of the City Engineer. 4. Prior to the issuance of a certificate occupancy, construction of a 5’ sidewalk on the west side of Camp Cardinal Blvd between Preston Lane and Kennedy Parkway. DEFICIENCIES AND DISCREPANCIES: 1. Review and acceptance of the traffic calming measures to the satisfaction of the City Engineer. ATTACHMENTS: 1. Location Map 2. Zoning Map 3. Concept Plan, submitted in 2015 4. Good Neighbor Letter 5. Rezoning Exhibit 6. Preliminary Plat and Sensitive Area Site Plan Approved by: _________________________________________________________ Danielle Sitzman, AICP, Development Services Coordinator Department of Neighborhood and Development Services PRESTON LNDEER CREEKRD D U B S D RPRE S T O N L N KENNEDY PKWY DEER CREEK RD SE CAMP CARDINA L RDM A S O N D RVINTAGEBLVD CAMPC A R D I NALRDRYANCIRCA MP C A R D I N A L BL VDCAMPCARDI NAL BL V DE A G L E P L RYA N CTAVA C I R HIGH WAY 218 HIGH WAY 218 HURT RD SWSub20-0004 / REZ20-0013Cardinal Pointe Pt. 3µ 0 0.1 0.20.05 Miles Prepared By: Joshua EngelbrechtDate Prepared: November 2020 Two applications submitted by Crossing Development, LC forpreliminary Plat approval and rezoning from Interim Development -Research Park (ID-RP) to Rural Residential (RR-1), High DensitiySingle-family (RS-12), Low Density Multi-family (RM-12), andMedium Density Multi-family (RM-20) Residential for 10.07 acresubdivision located west of Camp Cardinal Blvd and east of Deer Creek Rd. R HIGH WAY 218 PRESTON LNDEER CREEKRDDUBSDRPRESTONLNKENNEDY PKWY DEER CREEK RD SE CA MPCARDI N ALRDC A M P CARDINALRDM A S O N D R RYAN CIRCA MP C A R D I N A L BLVDCAMPCARDI NAL B LV D EAGLE PL 218 SB TO M ELR O SE AVE G ATH E R IN G P LACELNRYA N CTAVA C I R HIGH WAY 218 RS12 RR1 ID-RP RS5 RS8 RM12 P2 ID-RS CO1 P1 Sub20-0004 / REZ20-0013Cardinal Pointe Pt. 3µ 0 0.1 0.20.05 Miles Prepared By: Joshua EngelbrechtDate Prepared: November 2020 Two applications submitted by Crossing Development, LC forpreliminary Plat approval and rezoning from Interim Development -Research Park (ID-RP) to Rural Residential (RR-1), High DensitiySingle-family (RS-12), Low Density Multi-family (RM-12), andMedium Density Multi-family (RM-20) Residential for 10.07 acresubdivision located west of Camp Cardinal Blvd and east of Deer Creek Rd. KENNEDY PKWYUS 218CAMP C AR DI N AL BL V D.DEER CREEK RD.Corp. LimitCORALVILLEIOWA CITYSINGLE FAMILY LOTS (TYP.)FOUR-PLEXES (TYP.)HI-RISE RESIDENTIAL (TYP.)WATER QUALITY STRUCTURES (TYP.) KEY Cardinal Pointe West CONCEPT PLAN IOWA CITY, IOWA AUGUST 2015 December 18, 2020 Adjoining Property Owner RE: Cardinal Pointe West – Part Three, Iowa City, Iowa Adjoining Property Owners, The Iowa City Planning and Zoning Commission (P & Z) will soon consider a rezoning and preliminary plat for a property in your area. At this time, we are unable to have a Good Neighborhood Meeting/Open House due to COVID 19. However, the developer for the project will be available via phone or email to discuss any questions you have regarding this project. The project is located south of Kennedy Parkway and west of Camp Cardinal Blvd and depicted on the attached “Rezoning Exhibit” This project is the third phase of a master plan that Southgate Companies has been working on since 2015. Cardinal Pointe West-Part Three will continue the same model of product type diversity similar to Cardinal Pointe West-Part Two and will provide the community with more pricing opportunities and a wider range of building types/density within the neighborhood. Part Three will include the public right-of-way connection of Preston Lane with Camp Cardinal Blvd. The connection affords the opportunity for vehicular/traffic relief as a secondary access to the south. The enclosed Rezoning, Preliminary Plat and Sensitive Area Site Plan (prepared by Hall & Hall Engineers, Inc.) shows the proposed lot configurations and future street network and connectivity for this area. See below for breakdown of proposed zoning and housing type/use for Lots included in Part Three: Lot Number/Letter Proposed Zoning Housing Type/Use 48-53 RS-12 (High Density Single-Family Residential) Duplexes 54 RM-12 (Low Density Multi-Family Residential) 4-Unit Townhomes 55-66 RS-12 (High Density Single-Family Residential) Single Family Residential Outlot I and J RR1 (Rural Residential) Open Space, owned and maintained by Homeowners Association Outlot K RM-20 (Medium Density Multi-Family Residential) Future Development It is anticipated that the P & Z will be reviewing this proposal on Thursday, January 7th, 2021. A notice of a formal review by P & Z will be sent to all property owners receiving this mailing. You are encouraged to attend these meetings and voice your opinions. For questions regarding this project, please contact Josh Entler, P.E. at Southgate Companies. He can be contacted at (319) 499-8836 or jentler@southgateco.com If you have questions for the City of Iowa City regarding this project, please contact Anne Russett, AICP at (319) 356-5251 or anne- russett@iowa-city.org IN THE CITY OF IOWA CITY, JOHNSON COUNTY, IOWA(SCALE: 1"=500')LOCATION MAPREZONING, PRELIMINARY PLAT AND SENSITIVE AREA SITE PLAN FORCARDINAL POINTE WEST-PART 3CITY OF IOWA CITY, IOWAUTILITY AND EMERGENCY TELEPHONE NUMBERSHALL AND HALL PROJECT NUMBER:CITY FILE NUMBER:WASTEWATER DIVISIONS - COLLECTIONSMID-AMERICAN ENERGYIOWA ONE CALL (UTILITIES)WATER DEPARTMENTPOLICE DEPARTMENTENGINEERING DEPARTMENTFIRE DEPARTMENTEMERGENCYEMERGENCY(319)-339-1156(800)-292-8989911911PLAN APPROVED BY:CITY CLERK DATE(319)-356-5140(319)-356-5275(319)-356-5260(319)-356-5166(319)-631-1144NOTESTHE PROPOSED IMPROVEMENTS INCLUDED IN THESE DRAWINGS HAVE BEENDESIGNED IN ACCORDANCE WITH THE CITY OF IOWA CITY ENGINEERING DESIGNSTANDARDS MANUAL AND SUDAS.REZONING, PRELIMINARY PLAT AND SENSITIVE AREA SITE PLAN FOR CARDINAL POINTE WEST - PART 3CALL- BEFORE- YOU- DIGTOLL-FREETOTAL SITE AREA (EXCLUDING OUTLOTS):449,104 SQ.FT.(10.31 AC)NET SITE AREA (EXCL. OUTLOTS AND R.O.W.):312,761 SQ.FT.(7.18 AC)TOTAL LOTS (EXCLUDES OUTLOTS): 19 (12 SINGLE FAMILY, 6 DUPLEX, 1 MULTI-FAMILY)TOTAL DWELLING UNITS: 56GROSS AREA PER UNIT (EXCLUDES OUTLOTS): 8,020 SQ.FT.(0.18 AC)NET AREA PER UNIT (EXCLUDING R.O.W.):5,585 SQ.FT.(0.13 AC)THE CROSSING DEVELOPMENT, LC%JERRY WADDILOVE755 MORMON TREK BOULEVARDP.O. BOX 1970IOWA CITY, IA 52246PH: 319-337-4195FAX: 319-337-4195EMAIL: INFO@SOUTHGATECO.COMTHE CROSSING DEVELOPMENT, LC%JERRY WADDILOVE755 MORMON TREK BOULEVARDP.O. BOX 1907IOWA CITY, IA 52246PH: 319-337-4195FAX: 319-337-9823EMAIL: INFO@SOUTHGATECO.COMBRIAN VOGEL, PE1860 BOYSON RD.HIAWATHA, IA 52233PH: 319-362-9548FAX: 319-362-7595EMAIL: BRIAN@HALLENG.COMEXISTING:ID-RPPROPOSED: RS-12, RM-12,RM-20 & RR-1AREA TO BE REZONED: 27.19 AC.C. JOSEPH HOLLAND123 NORTH LINN STREETSUITE 300IOWA CITY, IA 52245EXISTING: VACANT LANDPROPOSED: LOW DENSITYSINGLE-FAMILYRESIDENTIAL & LOWDENSITY MULTI-FAMILYRESIDENTIALOWNER'S ATTORNEYCONTACT PERSONUSEZONINGOWNERAPPLICANTAREA CALCULATIONSPROJECTLOCATIONREVISION DATE:INITIAL SUBMITTAL DATE:DIMENSIONAL STANDARDS (RS-12)CAD File: I:\projects\20000\20034\20034-16-3 Cardinal Pointe West Part 3\DWG\POI\20034-16-3-B09.dwg Date Plotted : Dec 30, 2020 - 10:42am Plotted By : BDVSHEETP1.0P1.0)COVERP2.0)PRELIMINARY PLAT - SITE LAYOUT AND UTILITIESP3.0)PRELIMINARY PLAT - SITE GRADING AND EROSION CONTROLP4.0)PRELIMINARY PLAT - WOODLAND DISTURBANCE AND PRESERVATIONSHEET INDEXHORSESHOE CATCH BASIN W/FLUMEHORSESHOE CATCH BASIN W/O FLUMECABLE TV-OVERHEADCABLE TV-UNDERGROUNDCABLE TV PEDESTALTELEPHONE MANHOLEFLARED END SECTIONCLEANOUT, STORM OR SANITARYTRAFFIC SIGNAL W/MASTUTILITY/CONTROL CABINETTELEPHONE PEDESTALSANITARY MANHOLELIGHT POLE W/MASTLIGHT POLE W/O MASTTELEPHONE-UNDERGROUNDFIBER OPTIC-OVERHEADFIBER OPTIC-UNDERGROUNDELECTRIC-UNDERGROUNDTELEPHONE-OVERHEADELECTRIC-OVERHEADFORCE MAIN W/SIZEWATER MAIN W/SIZESTORM SEWER W/SIZESANITARY SEWER W/SIZEGAS VALVEORRA-5 INTAKERA-8 INTAKERA-6 INTAKESTORM MANHOLERA-3 INTAKEGRATE INTAKEGUY ANCHORGUY POLEPOWER POLETELEPHONE POLESTEAM<><><><><><><><>(OHC)(OHC)(C)(C)(OHT)(OHT)(S)(S)(OHE)(OHE)(E)(E)(OHF)(OHF)////(T)(T)(F)(F)800SILT FENCEFENCE LINECONTOUR LINE(G)(G)(FM6)(W8)(ST15)UTILITY LEGEND-EXISTING(SS8)GASSUBDRAINFOUND RIGHT OF WAY RAILSECTION CORNER FOUND AS NOTEDSECTION CORNER SET AS NOTEDPLAT OR SURVEY BOUNDARYDECIDUOUS SHRUBTREE STUMPTREE LINE DRIP EDGECONIFEROUS SHRUBPLANT LEGEND1/4-1/4 SECTION LINEDECIDUOUS TREECONIFEROUS TREEBUILDING SETBACK LINEEXISTING LOT LINE( )EASEMENT LINESECTION LINE1/4 SECTION LINEPLAT LOT LINECENTERLINECUT "X" IN CONCRETERECORDED ASFOUND SURVEY MONUMENT AS NOTEDSET ___ REBAR W/CAP NO.____SURVEY LEGENDWATER SHUTOFFWATER VALVEWATER BLOWOFFFIRE HYDRANTBOLLARDSTREET SIGNSOIL BORINGWELLBENCHMARKSGVDTTCSBWVOSWWBMNOTE: THIS IS A STANDARD LEGEND. SOME ITEMS MAY NOT APPEAR ON DRAWINGS.UTILITY LEGEND-PROPOSEDSS8FM6W12ST18SANITARY SEWER W/SIZESTORM SEWER W/SIZEFORCE MAIN W/SIZEWATER MAIN W/SIZESANITARY MANHOLESTORM MANHOLEGRATE INTAKERA-3 INTAKERA-5 INTAKERA-6 INTAKERA-8 INTAKEHORSESHOE CATCH BASIN W/O FLUMEFLARED END SECTIONCLEANOUT, STORM OR SANITARYFIRE HYDRANTWATER VALVEWATER SHUTOFFWATER BLOWOFFOSWORSDFLOODWAY LIMITSCITY CORPORATE LIMITS(FP)(FW)(CORP)FLOODPLAIN LIMITSCITY CORPORATE LIMITSCORPwww.halleng.comLANDSCAPE ARCHITECTURELAND DEVELOPMENT PLANNINGHALL & HALL ENGINEERS, INC.1860 BOYSON ROAD, HIAWATHA, IOWA 52233PHONE: (319) 362-9548 FAX: (319) 362-7595LAND SURVEYINGCIVIL ENGINEERINGC-PUD-1PLANS SCALE CORRECTLY WHEN PLOTTED ON 22"x34" PAPERCAMP CARDINAL BOULEVARDHIGHWAY 218VINTAGEPARKWAYKENNEDY PARKWAYCORALVILLEIOWA CITYR-1R-1R-1ID-RPOUTLOT FRR-1ENTIRE SITE LEGAL DESCRIPTIONOUTLOT GRR-1RS-5RS-5RS-12RM-12RS-12RS-12DUPLEX (LOTS 48-53)MINIMUM LOT SIZE: 6,000 SFAREA PER UNIT: 3,000 SFMINIMUM LOT WIDTH: 55'MINIMUM FRONTAGE: 40'FRONT YARD SETBACK: 15'SIDE YARD SETBACK: 5' + 2' PER STORY OVER TWO STORIESREAR YARD SETBACK: 20'MAXIMUM HEIGHT: 35'DETACHED SINGLE-FAMILY (LOTS 55-66)MINIMUM LOT SIZE: 5,000 SFAREA PER UNIT: 5,000 SFMINIMUM LOT WIDTH: 45'MINIMUM FRONTAGE: 40'FRONT YARD SETBACK: 15'SIDE YARD SETBACK: 5' + 2' PER STORY OVER TWO STORIESREAR YARD SETBACK: 20'MAXIMUM HEIGHT: 35'DIMENSIONAL STANDARDS (RM-12)MULTI-FAMILY (LOT 54)MINIMUM LOT SIZE: 8,175 SFAREA PER UNIT: 2,725 SFMINIMUM LOT WIDTH: 60'MINIMUM FRONTAGE: 40'FRONT YARD SETBACK: 20'SIDE YARD SETBACK: 5' + 2' PER STORY OVER TWO STORIESREAR YARD SETBACK: 20'AVA COURTAVA C O U R T PRESTON LANEREZONING LEGAL DESCRIPTIONSOUTLOT DRR-1OUTLOT IRR-1OUTLOT JRR-1RM-12RM-20RS-12DUBS DRIVEMASON DRIVERS-8ID-RPRS-8REZONING LEGAL DESCRIPTION - ID-RP TO RM-12:PART OF OUTLOT H, CARDINAL POINTE WEST - PART TWO AS RECORDED IN PLAT BOOK 62, PAGE 22 IN THE OFFICE OF THE JOHNSON COUNTY, IOWA RECORDER AND PART OF THE SOUTHWEST QUARTER OF THENORTHEAST QUARTER OF SECTION 12, TOWNSHIP 79 NORTH, RANGE 7 WEST OF THE 5TH PRINCIPAL MERIDIAN, IOWA CITY, JOHNSON COUNTY, IOWA DESCRIBED AS FOLLOWS:COMMENCING AT THE SOUTHWEST CORNER OF LOT 41, SAID CARDINAL POINTE WEST - PART TWO; THENCE S71°13'03"W 30.00 FEET ALONG THE NORTHERLY LINE OF SAID OUTLOT H TO THE POINT OFBEGINNING; THENCE SOUTHERLY 227.05 FEET ALONG THE ARC OF A 750.00 FOOT RADIUS CURVE, CONCAVE WESTERLY (CHORD BEARS S10°06'34"E 226.19 FEET); THENCE S1°26'12"E 44.62 FEET; THENCESOUTHERLY 157.38 FEET ALONG THE ARC OF A 500.00 FOOT RADIUS CURVE, CONCAVE EASTERLY (CHORD BEARS S10°27'13"E 156.73 FEET); THENCE S19°28'15"E 30.94 FEET; THENCE SOUTHEASTERLY 127.49FEET ALONG THE ARC OF A 500.00 FOOT RADIUS CURVE, CONCAVE NORTHEASTERLY (CHORD BEARS S26°46'32"E 127.15 FEET); THENCE S55°55'10"W 30.00 FEET; THENCE WESTERLY 49.54 FEET ALONG THE ARCOF 34.00 FOOT RADIUS CURVE, CONCAVE SOUTHERLY (CHORD BEARS N75°49'21"W 45.27 FEET); THENCE S62°26'07"W 131.98 FEET; THENCE SOUTHWESTERLY 19.64 FEET ALONG THE ARC OF A 24.00 FOOTRADIUS, CONCAVE SOUTHEASTERLY (CHORD BEARS S38°59'45"W 19.09 FEET); THENCE SOUTHWESTERLY 42.98 FEET ALONG THE ARC OF A 55.00 FOOT RADIUS CURVE, CONCAVE NORTHWESTERLY (CHORD BEARSS37°56'43"W 41.90 FEET); THENCE NORTHWESTERLY 160.96 FEET ALONG THE ARC OF A 750.00 FOOT RADIUS CURVE, CONCAVE NORTHEASTERLY (CHORD BEARS N25°37'09"W 160.65 FEET); THENCEN19°28'15"W 30.94 FEET; THENCE NORTHERLY 236.07 FEET ALONG THE ARC OF A 750.00 FOOT RADIUS CURVE, CONCAVE EASTERLY (CHORD BEARS N10°27'13"W 235.09 FEET); THENCE N1°26'12"W 41.30 FEET;THENCE NORTHERLY 136.55 FEET ALONG THE ARC OF A 510.00 FOOT RADIUS CURVE, CONCAVE WESTERLY (CHORD BEARS N9°06'25"W 136.14 FEET) TO THE NORTHERLY LINE OF SAID OUTLOT H; THENCEN73°13'22"E 30.00 FEET; THENCE NORTHERLY 16.14 FEET ALONG SAID NORTHERLY LINE AND THE ARC OF A 540.00 FOOT RADIUS CURVE, CONCAVE WESTERLY (CHORD BEARS N17°38'00"W 16.14 FEET); THENCENORTHEASTERLY 29.63 FEET ALONG SAID NORTHERLY LINE AND THE ARC OF A 20.00 FOOT RADIUS CURVE, CONCAVE SOUTHEASTERLY (CHORD BEARS N23°56'56"E 26.99 FEET); THENCE N66°23'16"E 151.01 FEETALONG SAID NORTHERLY LINE; THENCE SOUTHEASTERLY 32.83 FEET ALONG SAID NORTHERLY LINE AND THE ARC OF A 20.00 FOOT RADIUS CURVE, CONCAVE SOUTHWESTERLY (CHORD BEARS S66°35'34"E 29.26FEET); THENCE SOUTHERLY 9.94 FEET ALONG SAID NORTHERLY LINE AND THE ARC OF A 720.00 FOOT RADIUS CURVE, CONCAVE WESTERLY (CHORD BEARS S19°10'40"E 9.94 FEET); THENCE N71°13'03"E 30.00FEET ALONG SAID NORTHERLY LINE TO THE POINT OF BEGINNING.SAID PARCEL CONTAINS 3.46 ACRES, SUBJECT TO EASEMENTS AND RESTRICTIONS.REZONING LEGAL DESCRIPTION - ID-RP TO RS-12:PART OF OUTLOT H, CARDINAL POINTE WEST - PART TWO AS RECORDED IN PLAT BOOK 62, PAGE 22 IN THE OFFICE OF THE JOHNSON COUNTY, IOWA RECORDER, PART OF OUTLOT D, CARDINAL POINTE WEST -PART ONE AS RECORDED IN BOOK 60, PAGE 166 IN THE OFFICE OF THE JOHNSON COUNTY, IOWA RECORDER AND PART OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 12, TOWNSHIP79 NORTH, RANGE 7 WEST OF THE 5TH PRINCIPAL MERIDIAN, IOWA CITY, JOHNSON COUNTY, IOWA DESCRIBED AS FOLLOWS:BEGINNING AT THE SOUTHWEST CORNER OF LOT 47, SAID CARDINAL POINTE WEST - PART TWO; THENCE N69°14'02"E 120.00 FEET ALONG THE SOUTH LINE OF SAID LOT 47 TO THE WESTERLY RIGHT OF WAY OFDUBS DRIVE; THENCE SOUTHEASTERLY 34.84 FEET ALONG SAID WESTERLY RIGHT OF WAY AND THE ARC OF A 480.00 FOOT RADIUS CURVE, CONCAVE WESTERLY (CHORD BEARS S18°51'24"E 34.84 FEET) TO THESOUTHWEST CORNER OF SAID DUBS DRIVE RIGHT OF WAY; THENCE N73°13'22"E 30.00 FEET ALONG THE SOUTH RIGHT OF WAY OF DUBS DRIVE; THENCE SOUTHERLY 136.55 FEET ALONG THE ARC OF A 510.00FOOT RADIUS CURVE, CONCAVE WESTERLY (CHORD BEARS S9°06'25"E 136.14 FEET); THENCE S1°26'12"E 41.30 FEET; THENCE SOUTHERLY 236.07 FEET ALONG THE ARC OF A 750.00 FOOT RADIUS CURVE,CONCAVE EASTERLY (CHORD BEARS S10°27'13"E 235.09 FEET); THENCE S19°28'15"E 30.94 FEET; THENCE SOUTHEASTERLY 160.96 FEET ALONG THE ARC OF A 750.00 FOOT RADIUS CURVE, CONCAVENORTHEASTERLY (CHORD BEARS S25°37'09"E 160.65 FEET); THENCE WESTERLY 41.33 FEET ALONG THE ARC OF A 55.00 FOOT RADIUS CURVE, CONCAVE NORTHERLY (CHORD BEARS S81°51'46"W 40.37 FEET);THENCE SOUTHEASTERLY 18.97 FEET ALONG THE ARC OF A 24.00 FOOT RADIUS CURVE, CONCAVE SOUTHWESTERLY (CHORD BEARS S53°58'07"E 18.48 FEET); THENCE S56°40'37"W 157.32 FEET; THENCEN25°39'42"W 200.94 FEET; THENCE N5°28'37"W 276.83 FEET; THENCE N2°23'14"W 108.81 FEET; THENCE N12°47'03"W 102.84 FEET TO THE POINT OF BEGINNING.ANDBEGINNING AT THE SOUTHEAST CORNER OF LOT 41, SAID CARDINAL POINTE WEST - PART TWO; THENCE SOUTHERLY 275.49 FEET ALONG THE ARC OF A 910.00 FOOT RADIUS CURVE, CONCAVE WESTERLY(CHORD BEARS S10°06'34"E 274.44 FEET); THENCE S1°26'12"E 44.62 FEET; THENCE SOUTHERLY 107.02 FEET ALONG THE ARC OF A 340.00 FOOT RADIUS CURVE, CONCAVE EASTERLY (CHORD BEARS S10°27'13"E106.58 FEET); THENCE S19°28'15"E 30.94 FEET; THENCE SOUTHEASTERLY 418.17 FEET ALONG THE ARC OF A 340.00 FOOT RADIUS CURVE, CONCAVE NORTHEASTERLY (CHORD BEARS S54°42'18"E 392.30 FEET);THENCE S0°03'39"W 160.00 FEET; THENCE NORTHWESTERLY 614.95 FEET ALONG THE ARC OF A 500.00 FOOT RADIUS CURVE, CONCAVE NORTHEASTERLY (CHORD BEARS N54°42'18"W 576.92 FEET); THENCEN19°28'15"W 30.94 FEET; THENCE NORTHERLY 157.38 FEET ALONG THE ARC OF A 500.00 FOOT RADIUS CURVE, CONCAVE EASTERLY (CHORD BEARS N10°27'13"W 156.73 FEET); THENCE N1°26'12"W 44.62 FEET;THENCE NORTHERLY 227.05 FEET ALONG THE ARC OF A 750.00 FOOT RADIUS CURVE, CONCAVE WESTERLY (CHORD BEARS N10°06'34"W 226.19 FEET) TO THE NORTHERLY LINE OF SAID OUTLOT H; THENCEN71°13'03"E 160.00 FEET ALONG SAID NORTHHERLY LINE TO THE POINT OF BEGINNING.SAID PARCELS CONTAIN 6.05 ACRES SUBJECT TO EASEMENTS AND RESTRICTIONS.REZONING LEGAL DESCRIPTION - ID-RP TO RR-1:PART OF OUTLOT H, CARDINAL POINTE WEST - PART TWO AS RECORDED IN PLAT BOOK 62, PAGE 22 IN THE OFFICE OF THE JOHNSON COUNTY, IOWA RECORDER, PART OF THE SOUTHWEST QUARTER OF THENORTHEAST QUARTER AND PART OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER, ALL IN SECTION 12, TOWNSHIP 79 NORTH, RANGE 7 WEST OF THE 5TH PRINCIPAL MERIDIAN, IOWA CITY,JOHNSON COUNTY, IOWA DESCRIBED AS FOLLOWS:BEGINNING AT THE SOUTHEAST CORNER OF LOT 41, SAID CARDINAL POINTE WEST - PART TWO; THENCE N21°30'05"W 86.33 FEET ALONG THE EASTERLY LINE OF SAID LOT 41 TO THE NORTHEAST CORNERTHEREOF; THENCE N26°56'26"W 53.53 FEET ALONG THE EASTERLY LINE OF LOT 40, SAID CARDINAL POINTE WEST - PART TWO TO THE SOUTHWEST CORNER OF OUTLOT G, SAID CARDINAL POINTE WEST - PARTTWO AND A NORTH LINE OF SAID OUTLOT H; THENCE N89°04'32"E 463.31 FEET ALONG SAID NORTH LINE AND THE SOUTH LINE OF SAID OUTLOT G TO THE WESTERLY RIGHT OF WAY OF CAMP CARDINALBOULEVARD; THENCE S0°53'41"W 193.50 FEET ALONG SAID WESTERLY RIGHT OF WAY; THENCE SOUTHEASTERLY 422.39 FEET ALONG SAID WESTERLY RIGHT OF WAY AND THE ARC OF A 760.00 FOOT RADIUSCURVE, CONCAVE NORTHEASTERLY (CHORD BEARS S15°01'37"E 416.97 FEET); THENCE S30°56'56"E 364.51 FEET ALONG SAID WESTERLY RIGHT OF WAY TO THE SOUTHEAST CORNER OF SAID OUTLOT H; THENCES59°03'04"W 32.46 FEET ALONG THE SOUTH LINE OF SAID OUTLOT H; THENCE WESTERLY 286.85 FEET ALONG SAID SOUTH LINE AND THE WESTERLY EXTENSION THEREOF AND THE ARC OF A 530.00 FOOT RADIUSCURVE, CONCAVE NORTHERLY (CHORD BEARS S74°33226"W 283.36 FEET); THENCE N0°03'39"E 190.00 FEET; THENCE NORTHWESTERLY 418.17 FEET ALONG THE ARC OF A 340.00 FOOT RADIUS CURVE, CONCAVENORTHEASTERLY (CHORD BEARS N54°42'18"W 392.30 FEET); THENCE N19°28'15"W 30.94 FEET; THENCE NORTHERLY 107.02 FEET ALONG THE ARC OF A 340.00 FOOT RADIUS CURVE, CONCAVE EASTERLY (CHORDBEARS N10°27'13"W 106.58 FEET); THENCE N1°26'12"W 44.62 FEET; THENCE NORTHERLY 275.49 FEET ALONG THE ARC OF A 910.00 FOOT RADIUS CURVE, CONCAVE WESTERLY (CHORD BEARS N10°06'34"W274.44 FEET) TO THE POINT OF BEGINNING.ANDBEGINNING AT THE SOUTHWEST CORNER OF OUTLOT F, SAID CARDINAL POINTE WEST - PART TWO; THENCE N90°00'00"E 424.72 FEET ALONG THE SOUTH LINE OF SAID OUTLOT F AND A NORTH LINE OF OUTLOTH, SAID CARDINAL POINTE WEST - PART TWO TO THE WEST CORNER OF LOT 45, SAID CARDINAL POINTE WEST - PART TWO; THENCE S30°07'41"E 1.92 FEET ALONG THE SOUTHWESTERLY LINE OF SAID LOT 45;THENCE S37°44'02"E 104.59 FEET ALONG SAID SOUTHWESTERLY LINE TO SOUTH CORNER OF SAID LOT 45; THENCE S38°08'39"E 103.46 FEET ALONG THE SOUTHWESTERLY LINE OF LOT 46, SAID CARDINAL POINTEWEST - PART TWO TO THE SOUTH CORNER THEREOF; THENCE S28°55'22"E 99.33 FEET ALONG THE SOUTHWESTERLY LINE OF LOT 47, SAID CARDINAL POINTE WEST - PART TWO TO THE SOUTHWEST CORNERTHEREOF; THENCE S12°47'03"E 102.84 FEET; THENCE S2°23'14"E 108.81 FEET; THENCE S5°28'37"E 276.83 FEET; THENCE S25°39'42"E 47.21 FEET TO THE WESTERLY LINE OF SAID OUTLOT H; THENCE N44°49'18"W307.82 FEET ALONG SAID WESTERLY LINE; THENCE N16°51'29"W 238.65 FEET ALONG SAID WESTERLY LINE; THENCE N52°48'14"W 489.10 FEET ALONG SAID WESTERLY LINE; THENCE N0°00'00"E 37.41 FEETALONG SAID WESTERLY LINE TO THE POINT OF BEGINNING.SAID PARCELS CONTAIN 12.80 ACRES, SUBJECT TO EASEMENTS AND RESTRICTIONS.REZONING LEGAL DESCRIPTION - ID-RP TO RM-20PART OF OUTLOT H, CARDINAL POINTE WEST - PART TWO AS RECORDED IN PLAT BOOK 62, PAGE 22 IN THE OFFICE OF THE JOHNSON COUNTY, IOWA RECORDER, PART OF OUTLOT D, CARDINAL POINTE WEST -PART ONE AS RECORDED IN BOOK 60, PAGE 166 IN THE OFFICE OF THE JOHNSON COUNTY, IOWA RECORDER AND PART OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 12, TOWNSHIP79 NORTH, RANGE 7 WEST OF THE 5TH PRINCIPAL MERIDIAN, IOWA CITY, JOHNSON COUNTY, IOWA DESCRIBED AS FOLLOWS:BEGINNING AT THE SOUTHERLY MOST CORNER OF SAID OUTLOT H; THENCE N69°46'50"W 240.68 FEET ALONG THE WESTERLY LINE OF SAID OUTLOT H; THENCE N32°38'01"W 225.83 FEET; THENCE N56°40'37"E157.32 FEET; THENCE NORTHWESTERLY 18.97 FEET ALONG THE ARC OF A 24.00 FOOT RADIUS CURVE, CONCAVE SOUTHWESTERLY (CHORD BEARS N53°58'07"W 18.48 FEET); THENCE NORTHEASTERLY 84.32 FEETALONG THE ARC OF A 55.00 FOOT RADIUS CURVE, CONCAVE NORTHWESTERLY (CHORD BEARS N59°28'27"E 76.30 FEET); THENCE NORTHEASTERLY 19.64 FEET ALONG THE ARC OF A 24.00 FOOT RADIUS CURVE,CONCAVE SOUTHEASTERLY (CHORD BEARS N38°59'45"E 19.09 FEET); THENCE N62°26'07"E 131.98 FEET; THENCE SOUTHERLY 49.54 FEET ALONG THE ARC OF A 34.00 FOOT RADIUS CURVE, CONCAVESOUTHWESTERLY (CHORD BEARS S75°49'21"E 45.27 FEET); N55°55'10"E 30.00 FEET; THENCE SOUTHEASTERLY 487.46 FEET ALONG THE ARC OF A 500.00 FOOT RADIUS CURVE, CONCAVE NORTHEASTERLY (CHORDBEARS S62°00'35"E 468.38 FEET); THENCE S0°03'39"W 30.00 FEET; THENCE EASTERLY 50.46 FEET ALONG THE ARC OF A 530.00 FOOT RADIUS CURVE, CONCAVE NORTHERLY (CHORD BEARS N87°19'59"E 50.45FEET) TO THE SOUTHERLY LINE OF SAID OUTLOT H; THENCE S59°02'58"W 8.58 FEET ALONG SAID SOUTHERLY LINE; THENCE S63°56'06"W 544.31 FEET ALONG SAID SOUTHERLY LINE TO THE POINT OF BEGINNING.SAID PARCEL CONTAINS 4.88 ACRES, SUBJECT TO EASEMENTS AND RESTRICTIONS.RS-12PART OF OUTLOT H, CARDINAL POINTE WEST - PART TWO AS RECORDED IN PLAT BOOK 62, PAGE 22 IN THE OFFICE OF THE JOHNSON COUNTY, IOWA RECORDER, PART OF OUTLOT D, CARDINAL POINTE WEST - PART ONE ASRECORDED IN PLAT BOOK 60, PAGE 166 IN THE OFFICE OF THE JOHNSON COUNTY, IOWA RECORDER AND PART OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 12, TOWNSHIP 79 NORTH, RANGE 7WEST OF THE 5TH PRINCIPAL MERIDIAN, IOWA CITY, JOHNSON COUNTY, IOWA DESCRIBED AS FOLLOWS:COMMENCING AT THE SOUTHERLY MOST CORNER OF SAID OUTLOT H; THENCE N69°46'50"W 240.68 FEET ALONG THE WESTERLY LINE OF SAID OUTLOT H TO THE POINT OF BEGINNING; THENCE N32°38'01"W 225.83 FEET;THENCE N25°39'42"W 153.73 FEET TO THE NORTHEASTERLY LINE OF SAID OUTLOT D; THENCE S44°49'18"E 76.79 FEET ALONG SAID NORTHEASTERLY LINE; THENCE S26°04'34"E 305.37 FEET ALONG SAID NORTHEASTERLYLINE TO THE POINT OF BEGINNING.DEER CREEK ROAD W8W8W8W8W8W8W8W8W8ST 2 1 ST21 ST24W8W8W8W8W8W8W8W8W8(W8)(W8)(W8)S 3940(W8)(W8)(W8)(W8)(W8)D (SS8)(SS8)(SS8)(SS8)(SS8)D(ST21)(ST21)4147D (ST15)(ST15)(ST15)F F F F F F F F F ST24 W8 W8 W8ST21ST21ST21ST21 ST15ST15ST15ST15ST15ST15ST15SS8SS8SS8SS8SS8SS8S SOUTLOT I187,765 SF4.31 AC5511,272 SF0.26 AC5611,272 SF0.26 AC5711,069 SF0.25 AC669,535 SF0.22 AC4913,082 SF0.30 ACOUTLOT J351,795 SF8.08 AC4814,631 SF0.34 AC103'109'123'47'115'308'239'99'120'35'60'16'30'151'33'10'60'130'86'54'80'80'76'4'41'39'92'17'31'93'93'76'130'108'66'43'48'62'62'62'62'62' 6 2'130'130'130'130'130'13 0 ' 130' 130'130'130'132'41'99'120'120'27'79'41'147'125' 144'31'24'194'45'167'31'23'D S T 2 1 S T 2 1ST18ST18ST185012,962 SF0.30 AC125'ST21ST21ST21ST21EXISTING 40' SANITARYSEWER EASEMENTEXISTING 40' SANITARYSEWER EASEMENTEXISTING 30' SANITARYSEWER EASEMENTEXISTING 50' SANITARYSEWER EASEMENT60' ROW 26'B-B18' B-B 28'B-BEXISTING 30' STORMSEWER EASEMENTEXISTING 25' FIBEROPTIC EASEMENT60' ROW305'555'241'226'5' WALK 589,907 SF0.23 AC72'13 0 '189'157' 144'105'41'120'23'305'60'137'167'14'5910,289 SF0.24 AC(SS8)(SS8)(SS8)(SS8)(SS8)(SS8)(SS8)(SS8)( S S 1 2 ) ( S S 1 2 ) (SS12) (SS12) (SS12) (SS12) ( S S 1 8 )(SS8)(SS8)(SS8)(SS8)(SS8)(S S 8 ) (S S 8 )5115,394 SF0.35 AC629,535 SF0.22 AC5216,297 SF0.37 ACST15W8W8W8W8 W 8 W 8 W8 W8ST15659,535 SF0.22 AC639,161 SF0.21 AC648,171 SF0.19 ACOUTLOT K195,681 SF4.49 AC5315,323 SF0.35 ACR24'R55'R56' R56' R15'R15'24'24'R24'R 2 4 'R33'R33'R33'R33' 5' WALK 5' W A L K 5' WALK85'42'28'20'60'28'85 ' 8 5' 2 5 4' 2 4 '95'24'20'84'94'19'19'52'26'119'227'41'40'18'254' R50'R50'R50'R50'6013,339 SF0.31 AC619,643 SF0.22 AC66'86'44'54102,792 SF2.36 AC22'LOT A (R.O.W.)136,179 SF3.13 AC50'8' WA L K R 2 5 ' R39'R25'R25'26' 22' 5'R40'SCALE: 1"=50'GRAPHIC SCALE IN FEET1007550250FIELD BOOK:DRAWN BY:CHECKED BY:APPROVED BY:DATE:NO.REVISION DESCRIPTIONBDVAPPROVEDDATE / / / / / / / / REZONING, PRELIMINARY PLAT AND SENSITIVE AREA SITE PLAN FOR CARDINALPOINTE WEST - PART 3IN THE CITY OF IOWA CITY, JOHNSON COUNTY, IOWAPRELIMINARY PLATSITE LAYOUT & UTILITIESCAD File: I:\projects\20000\20034\20034-16-3 Cardinal Pointe West Part 3\DWG\POI\20034-16-3-B09.dwg Date Plotted : Dec 30, 2020 - 10:42am Plotted By : BDVwww.halleng.comLANDSCAPE ARCHITECTURELAND DEVELOPMENT PLANNINGHALL & HALL ENGINEERS, INC.1860 BOYSON ROAD, HIAWATHA, IOWA 52233PHONE: (319) 362-9548 FAX: (319) 362-7595LAND SURVEYINGCIVIL ENGINEERINGP2.0TYPICAL STREET CROSS SECTION (PUBLIC)(NOT TO SCALE)13' (PRESTON LANE)26' B-B (PRESTON LANE) 28' B-B (DUBS/DECLAN DRIVE)1/2 R.O.W - 30'1/2 R.O.W. - 30'STANDARD6" CURB13' (PRESTON LANE)2.0%2.0%NOTES:1. REFER TO PLANS FOR LOCATION OF SUBDRAINS AND/OR STORM SEWER LINES. WHERE PLANS SHOWTHESE LINES UNDER PAVEMENT LONGITUDINALLY, SUBGRADE SHALL BE SHAPED TO DRAIN TO TRENCHES FORTHESE LINES. THIS WORK IS ALSO REQUIRED FOR LINES UNDER INTERSECTION RETURNS. DEPTH OFSUBBASE SHALL BE INCREASED AS REQUIRED FOR THIS WORK.2. SUBBASE SHALL BE EXTENDED OVER STORM SEWER AND/OR SUBDRAIN TRENCHES WHERE REQUIRED TOMAINTAIN PROPER SUBBASE DRAINAGE. SUBBASE SHALL BE EXTENDED TO CENTERLINE OF STORM SEWERTRENCH AND COMPLETELY OVER SUBDRAIN TRENCH.3. SEE SUDAS DETAIL 7030.104 FOR GRADING BEHIND CURB.4. LONGITUDINAL JOINTS SHALL BE THIRD POINT JOINTING PER SUDAS DETAIL 7010.9012.5'TYP1.0'TYP8.0'PRESTONLANE11.0'PRESTONLANE4.0%1.5%SEE NOTE 2JOINT SEENOTE 4PROFILEGRADESUBDRAIN (TYP) AS SHOWN ONPLANS SEE NOTE 1COMPACTED SUBGRADE AS SPECIFIED6" MIN. SUBBASE AS SPECIFIED7" PCC PAVEMENT DEPTHSTORM SEWER WITH GASKETEDJOINTS AS PER PLANS SEE NOTE 1COMPACTEDFILLPROFILE LINE, ℄ ROW, AND SURVEYBASELINE UNLESS NOTED OTHERWISE3.51(MAX.)8" DIAMETER C-900WATER MAIN (TYP. IOWACITY LOOPED SYSTEM)OUTLOT J SHALL BE OPENSPACE MAINTAINED BYHOMEOWNERSASSOCIATIONMAILBOX CLUSTER LOCATION(TO BE CONFIRMED WITHPOSTMASTER)2.5%8.0'PRESTONLANE5.0'TYP5.0' DUBSDRIVE/DECLANDRIVE10.0'DUBSDRIVE/DECLANDRIVECJZBDV12/18/20TYPICAL STREET CROSS SECTION (PRIVATE DRIVE)(NOT TO SCALE)9'18' B-BSTANDARD LOWPROFILE CURB9'2.0%2.0%NOTES:1. REFER TO PLANS FOR LOCATION OF SUBDRAINS AND/OR STORM SEWER LINES. WHERE PLANS SHOWTHESE LINES UNDER PAVEMENT LONGITUDINALLY, SUBGRADE SHALL BE SHAPED TO DRAIN TO TRENCHES FORTHESE LINES. THIS WORK IS ALSO REQUIRED FOR LINES UNDER INTERSECTION RETURNS. DEPTH OFSUBBASE SHALL BE INCREASED AS REQUIRED FOR THIS WORK.2. SUBBASE SHALL BE EXTENDED OVER STORM SEWER AND/OR SUBDRAIN TRENCHES WHERE REQUIRED TOMAINTAIN PROPER SUBBASE DRAINAGE. SUBBASE SHALL BE EXTENDED TO CENTERLINE OF STORM SEWERTRENCH AND COMPLETELY OVER SUBDRAIN TRENCH.3. SEE SUDAS DETAIL 7030.104 FOR GRADING BEHIND CURB.4. LONGITUDINAL JOINTS SHALL BE LOCATED AT THE CENTERLINE AND 3' OFF THE BACK OF CURBS PERSUDAS DETAIL 7010.901SEE NOTE 2KT-2 OR L-2 JOINTSEE NOTE 4PROFILEGRADESUBDRAIN (TYP) AS SHOWN ONPLANS SEE NOTE 1COMPACTED SUBGRADE AS SPECIFIED6" MIN. SUBBASE AS SPECIFIED7" PCC PAVEMENT DEPTHSTORM SEWER WITH GASKETEDJOINTS AS PER PLANS SEE NOTE 1COMPACTEDFILLPROFILE LINE, ℄ ROW, AND SURVEYBASELINE UNLESS NOTED OTHERWISEDRIVE VARIES0.5% MIN6.5% MAXDRIVE VARIES0.5% MIN6.5% MAXGASKETED RCPSTORM SEWER (TYP)PROJECT NO: 20034-16-320' MINLANDSCAPE CALCULATIONSIOWA CITY CODE 14-2B-6: C-3, 14-5E, & 14-5FLANDSCAPING AND SCREENINGZONING:EXISTING: ID-RPPROPOSED: RS-12 & RM-12RM-12: LOW DENSITY MULTI-FAMILY RESIDENTIALRS-12: SINGLE FAMILY & DUPLEXADJACENT ZONING:NORTH: RS-12/RM-12SOUTH: ID-RPWEST:RR-1 EAST: RS-8TREE REQUIREMENTS FOR MULTI-FAMILY:14-5E-8MINIMUM REQUIREMENTS1 TREE/550 SF BUILDING SPACEBUILDING SPACE:7 BUILDINGS TOTALING: 29,100 SF29,100/550= 52.9TREES REQUIRED/PROVIDED: 53BUFFERS/SCREENINGPER 14-2B-6:C-3 LANDSCAPE SCREENING REQUIREMENTSNO SCREENING REQUIRED AS PROPOSED BUILDINGSBLOCK VIEW OF DRIVEWAYS FROM ADJACENT PROPERTIES.LANDSCAPE CALCULATIONSTREES REQUIRED/PROVIDED: 53LOT BREAKDOWNLOT #5455-6648-53PURPOSEMULTI-FAMILYSINGLE FAMILYDUPLEXOVERSTORY TREEORNAMENTAL TREELEGENDCONIFEROUS TREEPRIVATE STORMSEWER (TYP)20' MINSETBACK (TYP.)15' UTILITY & SANITARY EASEMENT28'B-B 15' UTILITY EASEMENT15' UTILITY EASEMENT15' UTILITY EASEMENT4.9%1.9%0.8%1.0%3.0%7.1%4.3% 8. 8 % 4.0%2.1%1 5 ' U T I L I T Y E A S EM EN TOUTLOT I SHALL BE OPENSPACE MAINTAINED BYHOMEOWNERSASSOCIATIONEXISTING STORM SEWER5 UNITS(4,650 SF)5 UNITS(4,650 SF)5 UNITS(4,650 SF)5 UNITS(4,650 SF)4 UNITS(3,425 SF)4 UNITS(3,425 SF)4 UNITS(3,650 SF)116'42'86'41'93'41'20' MIN.(TYP.)DUMPSTERENCLOSURE (TYP)OUTLOT K FOR FUTURE DEVELOPMENTAND TO BE REZONED TO RM-20.5' SIDEWALK TO BE INSTALLED WITHTHE FUTURE DEVELOPMENT OF OUTLOT K20' STORMSEWER EASEMENT300' OFFSET FROM HIGHWAY218 RIGHT-OF-WAYLOT 54 ON-SITE OPEN SPACE10SF PER BEDROOM78 BEDROOMSREQUIRED OPEN SPACE = 780 SFPROVIDED OPEN SPACE = 13,470 SF10.0'DUBSDRIVE/DECLANDRIVE14' (DUBS/DECLAN DRIVE)14' (DUBS/DECLAN DRIVE)ROTATE SANITARY SEWERMANHOLE CONE TO AVOIDBACK OF CURB/PAVING (TYP)EXISTING PLATTED BOUNDARYFOR OUTLOT D, CARDINALPOINTE WEST - PART ONE.OUTLOT D(STORM WATER MANAGEMENT)CARDINAL POINTE WEST - PART ONEAREA TO BE RE-PLATTEDWITH FINAL PLAT20' DRAINAGEEASEMENT2 0 ' S T O R M S E W E R A N D D R A I N A G E E A S E M E N T W8W8W8W8W8W8W8ST21ST21ST24W8W8W8W8W8W8W8(W8)(W8)(W8)S40(W8)(W8)(W8)(W8)(W8)(W8)D(SS8)(SS8)(SS8)(SS8)(SS8) D(ST21)(ST21)41454647D(ST15)(ST15)(ST15)(ST15)FFFFFFFF ST24(ST36)(ST36)(ST36)(ST36)(ST36)(ST36)W8W8W8ST21ST21ST21ST15 ST15 ST15 ST15 ST15 ST15 SS8 SS8 SS8 SS8 SSOUTLOT I187,765 SF4.31 AC5511,272 SF0.26 AC5611,272 SF0.26 AC5711,069 SF0.25 AC669,535 SF0.22 AC4913,082 SF0.30 ACOUTLOT J351,795 SF8.08 AC4814,631 SF0.34 ACDST21ST21ST18ST185012,962 SF0.30 ACST21ST2172573073574074574575075075573072575075575576576076076 0 770750 755760 7657707757757707657557 5 0 7 4 5 7407 3 5 730725725700725745750755735750745765755765760760745735 775770770760740 735 730 725 775780EXISTING 40' SANITARYSEWER EASEMENTEXISTING 40' SANITARYSEWER EASEMENTEXISTING 30' SANITARYSEWER EASEMENTEXISTING 50' SANITARYSEWER EASEMENTEXISTING 30' STORMSEWER EASEMENTEXISTING 25' FIBEROPTIC EASEMENT765 720715710715720725730745745750755750 755760 7007057107157207 2 5 7307357307357 4 0 745 75075 5 7 6 0 76577073574074575075576076 5 765770770770765770720725730735740745725730735 740720725730735740730735740589,907 SF0.23 AC5910,289 SF0.24 AC760760(SS8)(SS8)(SS8)(SS8)(SS8)(SS8)(SS8)(SS8)(SS12)( S S 1 2 ) ( S S 1 2 ) ( S S 1 2 )(SS18)(SS18)(SS8)(SS8)(SS8)(SS8)(SS8)5115,394 SF0.35 AC629,535 SF0.22 AC5216,297 SF0.37 ACST15 W8W8W8W8W8W8W8W8ST15 659,535 SF0.22 AC639,161 SF0.21 AC648,171 SF0.19 ACOUTLOT K195,681 SF4.49 AC5315,323 SF0.35 AC75 0 7 5 5 745 735 730 7307407556013,339 SF0.31 AC619,643 SF0.22 AC54102,792 SF2.36 ACLOT A (R.O.W.)136,179 SF3.13 ACCJZBDVXXXFIELD BOOK:DRAWN BY:CHECKED BY:APPROVED BY:DATE:NO.REVISION DESCRIPTIONBDVAPPROVEDDATE / / / / / / / / REZONING, PRELIMINARY PLAT AND SENSITIVE AREA SITE PLAN FOR CARDINALPOINTE WEST - PART 3IN THE CITY OF IOWA CITY, JOHNSON COUNTY, IOWAPRELIMINARY PLATSITE GRADING & EROSION CONTROLCAD File: I:\projects\20000\20034\20034-16-3 Cardinal Pointe West Part 3\DWG\POI\20034-16-3-B09.dwg Date Plotted : Dec 30, 2020 - 10:43am Plotted By : BDVwww.halleng.comLANDSCAPE ARCHITECTURELAND DEVELOPMENT PLANNINGHALL & HALL ENGINEERS, INC.1860 BOYSON ROAD, HIAWATHA, IOWA 52233PHONE: (319) 362-9548 FAX: (319) 362-7595LAND SURVEYINGCIVIL ENGINEERINGP3.012/18/20SCALE: 1"=60'GRAPHIC SCALE IN FEET1209060300NOTES:1.CONTRACTOR SHALL VERIFY DEPTH AND LOCATION OF ALL EXISTING UTILITIES ANDSTRUCTURES PRIOR TO CONSTRUCTION ACTIVITIES.2.CARE SHOULD BE TAKEN TO PROTECT ALL EXISTING STRUCTURES AND UNDERGROUNDFACILITIES.3.ALL SITE WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE GEOTECHNICALEXPLORATION REPORT OF RECORD FOR THE SITE, WHERE APPLICABLE.4.THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) SHALL BE KEPT ON THECONSTRUCTION SITE AT ALL TIMES FROM THE DATE CONSTRUCTION ACTIVITIES BEGIN TOTHE DATE OF FINAL STABILIZATION. ALL OPERATORS/CONTRACTORS WORKING ONSITEMUST SIGN THE CERTIFICATION STATEMENT PROVIDED AND WILL BECOME CO-PERMITTEESON THE NPDES GENERAL PERMIT NO. 2 FOR THIS SITE. ALL OPERATORS/CONTRACTORSWORKING ONSITE SHALL BE SUPPLIED A COPY OF THE SWPPP AND MUST BE FAMILIAR WITHITS CONTENTS. THE SWPPP MUST BE PERIODICALLY UPDATED TO SHOW CURRENTEROSION CONTROL PRACTICES. UPDATED VERSIONS OF THE SWPPP WILL BE PROVIDED TOALL OF THE OPERATORS/CONTRACTORS WHOM ARE AFFECTED BY THE CHANGES MADE TOTHE SWPPP. IT WILL BE THE DUTY OF THE PERMITTEE (OWNER OR GENERAL CONTRACTOR)TO SEE THAT THESE REQUIREMENTS ARE MET.5.CONTRACTOR SHALL STRIP ALL ORGANIC MATERIAL WITHIN GRADING LIMITS. A MINIMUM6” DEPTH. REFER TO IOWA CITY AND SUDAS FOR All OTHER GRADING REQUIREMENTS.6.PRIOR TO ANY SITE GRADING ACTIVITIES, THE CONTRACTOR SHALL OBTAIN A CSR PERMITFROM THE CITY OF IOWA CITY.7.ALL DISTURBED AREAS NOT PAVED OR HARD SURFACE ON THE SITE SHALL RECEIVEMINIMUM 6" TOPSOIL.8.MAINTAIN SUBSTANTIAL VEGETATED AREA AROUND ENTIRE PROJECT PERIMETER TO ACT ASVEGETATED FILTER STRIP. CONTRACTOR SHALL INSTALL ADDITIONAL SILT FENCE OREQUIVALENT TO ENSURE EROSION AND SEDIMENTATION MEET THE REQUIREMENTS OF THEGENERAL PERMIT NO. 2.9.CONTRACTOR SHALL PROTECT ALL ADJOINING PROPERTIES FROM DISRUPTION DURINGCONSTRUCTION ACTIVITIES.10.FILL AREAS WITHIN STREETS AND AREAS OF 4' 0R GREATER FILLS WlTHIN BUILDING AREASAS SHOWN ON THE GRADING PLAN REQUIRE SOIL TESTING BY AN APPROVEDGEOTECHNICAL FlRM. THESE AREAS TO RECEIVE STRUCTURAL FlLL AND TESTING PER LOCALBUILDING DEPARTMENT REQUIREMENTS. PROVIDE TESTING RESULTS TO OWNER ANDENGINEER OF RECORD.11.PROPER PERMITS SHALL BE IN PLACE FOR ANY GRADING ACTIVITIES WITHIN THE CITYRIGHT OF WAY.12.FINISHED CONTOURS REPRESENT FINISH GROUND ELEVATIONS.13.ALL SLOPES TO BE NO STEEPER THAN 3.5:1.<><><><><><><><><><><><><>< > < > <> <><><>CONSTRUCTIONLIMIT LINEEXISTING TREELINE (TYP)INSTALL STABILIZEDCONSTRUCTIONENTRANCE PER SUDASDETAIL 9040.20 (TYP)CONCRETEWASHOUT AREAPORTA-POTTYAREAWASTE CONTAINER/CHEMICAL STORAGE AREAEQUIPMENT/ MATERIALSTORAGE & STAGING AREAINSTALL SILT FENCE,FILTER SOCK OREQUIVALENT PER SUDASDETAILS 9040.19 & 9040.20AND AROUND ALL INTAKES.TOPSOILSTOCKPILEAREAPROJECT NO: 20034-16-3OUTLOT J SHALL BE OPENSPACE MAINTAINED BYHOMEOWNERS ASSOCIATION<><><><><><><><><><><><><><><><><><><><><><><><><><><><><><> <> <> <> <> <> <> <><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><> <> <> <> <> <><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><> <> <> <> <> <> <> <> <> <> <><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><> <> <><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><>< > <>INSTALL FILTER SOCKBEHIND ALL DROP CURBSAT SIDEWALK RAMPLOCATIONS (TYP.)CONSTRUCTIONLIMIT LINE<><><><><><>OUTLOT H SHALL BE OPENSPACE MAINTAINED BYHOMEOWNERS ASSOCIATION<><><><><><><><><><><><><><><><><><><><><><><><><><><><><><>300' OFFSET FROM HIGHWAY218 RIGHT-OF-WAY <><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><> <> <> <> <> <><>< ><><><><><><><><><><><><><><><><><><><><><><><><><><><><><>3.5:1 MAX3.5:1 MAX3.5:1 MAX<><><><><><><>INLETPROTECTION(TYP)<><><><><><><><><><><><><><><><><><><><><><><>< >OUTLOT DCARDINAL POINTE WEST - PART ONEEXISTING SLOPES HATCH LEGENDSTEEP SLOPES(18% - 24%)CRITICAL SLOPES(25% - 39%)CONSTRUCTION LIMITSTOTAL SITE AREA: 27.06 AC.TOTAL STEEP SLOPES ONSITE: 5.77 ACTOTAL CRITICAL SLOPES ONSITE: 3.95 ACDISTURBED STEEP SLOPES ONSITE: 2.71 AC (47.0% DISTURBED)DISTURBED CRITICAL SLOPES ONSITE: 0.73 AC (18.4% DISTURBED)EXISTING SLOPE CALCULATIONS<><> W8W8W8W8W8W8W8ST21ST21ST24W8W8W8W8W8W8W8(W8)(W8)(W8)S40(W8)(W8)(W8)(W8)(W8)(W8)D(SS8)(SS8)(SS8)(SS8)(SS8) D(ST21)(ST21)41454647D(ST15)(ST15)(ST15)(ST15)FFFFFFFF ST24(ST36)(ST36)(ST36)(ST36)(ST36)(ST36)W8W8W8ST21ST21ST21ST15 ST15 ST15 ST15 ST15 ST15 SS8 SS8 SS8 SS8 SSOUTLOT I187,765 SF4.31 AC5511,272 SF0.26 AC5611,272 SF0.26 AC5711,069 SF0.25 AC669,535 SF0.22 AC4913,082 SF0.30 ACOUTLOT J351,795 SF8.08 AC4814,631 SF0.34 ACDST21ST21ST18ST185012,962 SF0.30 ACST21ST21EXISTING 40' SANITARYSEWER EASEMENTEXISTING 40' SANITARYSEWER EASEMENTEXISTING 30' SANITARYSEWER EASEMENTEXISTING 50' SANITARYSEWER EASEMENTEXISTING 30' STORMSEWER EASEMENTEXISTING 25' FIBEROPTIC EASEMENT589,907 SF0.23 AC5910,289 SF0.24 AC(SS8)(SS8)(SS8)(SS8)(SS8)(SS8)(SS8)(SS8)(SS12)( S S 1 2 ) ( S S 1 2 ) ( S S 1 2 )(SS18)(SS18)(SS8)(SS8)(SS8)(SS8)(SS8)5115,394 SF0.35 AC629,535 SF0.22 AC5216,297 SF0.37 ACST15 W8W8W8W8W8W8W8W8ST15 659,535 SF0.22 AC639,161 SF0.21 AC648,171 SF0.19 ACOUTLOT K195,681 SF4.49 AC5315,323 SF0.35 AC6013,339 SF0.31 AC619,643 SF0.22 AC54102,792 SF2.36 ACLOT A (R.O.W.)136,179 SF3.13 ACCJZBDVXXXFIELD BOOK:DRAWN BY:CHECKED BY:APPROVED BY:DATE:NO.REVISION DESCRIPTIONBDVAPPROVEDDATE / / / / / / / / REZONING, PRELIMINARY PLAT AND SENSITIVE AREA SITE PLAN FOR CARDINALPOINTE WEST - PART 3IN THE CITY OF IOWA CITY, JOHNSON COUNTY, IOWAPRELIMINARY PLATWOODLAND DISTURBANCE AND PRESERVATIONCAD File: I:\projects\20000\20034\20034-16-3 Cardinal Pointe West Part 3\DWG\POI\20034-16-3-B09.dwg Date Plotted : Dec 30, 2020 - 10:43am Plotted By : BDVwww.halleng.comLANDSCAPE ARCHITECTURELAND DEVELOPMENT PLANNINGHALL & HALL ENGINEERS, INC.1860 BOYSON ROAD, HIAWATHA, IOWA 52233PHONE: (319) 362-9548 FAX: (319) 362-7595LAND SURVEYINGCIVIL ENGINEERINGP4.012/18/20SCALE: 1"=60'GRAPHIC SCALE IN FEET1209060300CONSTRUCTIONLIMIT LINEEXISTING TREELINE (TYP)PROJECT NO: 20034-16-3<><><><>CONSTRUCTIONLIMIT LINE300' OFFSET FROM HIGHWAY218 RIGHT-OF-WAY <><><><><><><>OUTLOT D(STORM WATER MANAGEMENT)CARDINAL POINTE WEST - PART ONEEXISTING TREE LINETOTAL SITE AREA: 27.06 AC.TOTAL WOODLAND AREA ONSITE: 9.76 ACDISTURBED WOODLAND AREAS ONSITE = 3.45 AC (35.3%)*TOTAL WOODLAND ONSITE PRESERVATION AREA = 6.31 AC (64.7%)**INCLUDES ALL TREES WITHIN 50 FEET OF PROPOSED CONSTRUCTION LIMITS TO ACCOUNTFOR POSSIBLE ROOT DAMAGEWOODLAND DISTURBANCE CALCULATIONSWOODLANDS HATCH LEGENDDISTRUBED WOODLAND AREAWITHIN GRADING LIMITS50' WOODLAND BUFFER AREA*WOODLAND PRESERVATION AREAOUTLOT I SHALL BE OPENSPACE MAINTAINED BYHOMEOWNERSASSOCIATIONOUTLOT J SHALL BE OPENSPACE MAINTAINED BYHOMEOWNERSASSOCIATION Electronic Meeting (Pursuant to Iowa Code section 21.8) An electronic meeting was held because a meeting in person is impossible or impractical due to concerns for the health and safety of Commission members, staff and the public presented by COVID-19. MINUTES PRELIMINARY PLANNING AND ZONING COMMISSION DECEMBER 17, 2020 – 7:00 PM ELECTRONIC FORMAL MEETING MEMBERS PRESENT: Susan Craig, Maggie Elliott, Mike Hensch, Phoebe Martin, Mark Nolte, Billie Townsend MEMBERS ABSENT: Mark Signs STAFF PRESENT: Ray Heitner, Sara Hektoen, Anne Russett OTHERS PRESENT: Jeff Clark, Mike Welch, Michael Apt, Jeff Edberg RECOMMENDATIONS TO CITY COUNCIL: By a vote of 6-0 the Commission recommends approval of REZ20-0009, an application to designate 410-412 North Clinton Street as an Iowa City Local Landmark and rezone from High Density Multi-Family Residential (RM-44) to RM-44 with a Historic District Overlay (OHD/RM-44). By a vote of 6-0 the Commission recommends approval of REZ20-0011, a proposal to rezone approximately 1.9 acres of land located at 700, 710, 720, 730 South Dubuque Street and 220 Lafayette Street from Community Commercial (CC-2) zone and Intensive Commercial (CI-1) to Riverfront Crossings – Central Crossings (RFC-CX) zone subject to the following conditions: 1. Improvement of Ralston Creek and the adjacent pedestrian street in accordance with the Form-Based Development Standards for Riverfront Crossings as follows: a. Removal of invasive trees. b. Stream bank stabilization, including necessary grading and addition of rip-rap. c. Planting of trees in accordance with a plan approved by the City Forrester. d. Installation of a minimum 6-foot wide sidewalk adjacent to the top of the stream bank. e. Installation of pedestrian-scale lighting. f. The above work shall be done according to a plan prepared by the Owner and approved by the City Engineer prior to the issuance of a building permit. 2. Prior to issuance of building permits, provision of a sanitary sewer easement, in a location to be determined by the City Engineer, and in a form acceptable to the City Attorney’s Office. CALL TO ORDER: Hensch called the meeting to order at 7:00 PM. Planning and Zoning Commission December 17, 2020 Page 2 of 10 PUBLIC DISCUSSION OF ANY ITEM NOT ON THE AGENDA: None. CASE NO. REZ20-0009: Applicant: Jeff & Bryan Clark Location: 410-412 N. Clinton Street An application for a rezoning from High Density Multi-Family Residential (RM-44) to RM-44 with a Historic District Overlay (OHD/RM-44) to designate the property as an Iowa City Historic Landmark. Russett reiterated this is a rezoning to designate this property as a local historic landmark. The property is located at 410-412 North Clinton Street, just north of Davenport Street. Russett showed an aerial view of the property and also the current zoning map. The current zoning is RM-44, which is a higher density multifamily residential zone, across from this property is University property, dormitories, and then most of the rest of the neighborhood is also multifamily. Russett explained there's a lot of background related to this local landmark designation request. The Commission previously reviewed this request in 2018 but that rezoning failed at Council so it's coming back now. This application is also associated with two other cases that the Commission saw earlier this year, a text amendment to PRM, which is a multifamily zoning, and the rezoning of 400 North Clinton and 112 East Davenport Street to PRM. Martin asked why Council rejected the request previously. Russett replied the property owner at the time was not voluntarily landmarking the property and opposed the rezoning. To allow it to pass it needed a supermajority vote at Council and they weren’t able to achieve a supermajority. After the landmark designation failed at Council, staff reached back out to the property owner to see if there was any way that the City and the owner could come to an agreement on him supporting a local landmark designation and what they came to at the staff level was a rezoning of the property to the south to allow more development potential and in exchange the property owner would be willing to landmark 410-412 North Clinton Street. Russett stated in terms of the review criteria when reviewing rezonings staff looks for compliance with the Comprehensive Plan. This property is in the Central Planning District and there are goals in that Plan to preserve and protect historic buildings. The Historic Preservation Plan is also an element of the Comprehensive Plan and has goals related to identifying historic resources and adopting strategies to preserve historic neighborhoods. Staff finds this rezoning is consistent with all those goals. Russett next showed some building pictures noting the original structure and the newer addition from the 60s. She then showed a rendering of the historic structure with the proposed new development, which is being proposed to the south of the property. In terms of next steps, the application has already been reviewed by the Historic Preservation Commission, which recommended approval of the landmark and City Council has set a public Planning and Zoning Commission December 17, 2020 Page 3 of 10 hearing on Tuesday, January 5, for the first reading. Staff recommends approval of REZ20-0009, an application to designate 410-412 North Clinton Street as an Iowa City Local Landmark and rezone from High Density Multi-Family Residential (RM-44) to RM-44 with a Historic District Overlay (OHD/RM-44). Townsend noted in the background information on the first page it says something about the assuming acquisition of these properties and the property owner was open to exploring a scenario with which the City would grant extra development potential on those lots in exchange for the local landmark designation. Townsend asked what special exchanges they are looking for. Russett said that is related to the PRM text amendment which would allow additional flexibility in that zone. The PRM zoning district has bonus provisions and the text amendment was to add a bonus provision that allowed additional development, potential additional height, and parking reductions and in return they would preserve a historic structure. Russett also recalled Townsend may have voted against either the text amendment or the rezoning as she was concerned with the height. Hensch opened the public hearing. Jeff Clark (applicant) was present to answer any questions from the Commission. Hensch asked for clarification that they, the applicants, are a willing participant in this historic designation. Clark confirmed there is no hesitancy and they've worked with staff to come to a project that will work there, and he believes it'll be very nice when it's done. Hensch closed the public hearing. Nolte moved to approve REZ20-0009, an application to designate 410-412 North Clinton Street as an Iowa City Local Landmark and rezone from High Density Multi-Family Residential (RM-44) to RM-44 with a Historic District Overlay (OHD/RM-44). Craig seconded the motion. Hensch noted this is a remarkable property and has been around since the late 1800’s so it will be wonderful to have it preserved. A vote was taken and the motion passed 6-0. CASE NO. REZ20-0011: Applicant: Gilbane Development Location: 700, 710, 720, and 730 S. Dubuque St. and 220 Lafayette St. An application for a rezoning from Community Commercial (CC-2) and Intensive Commercial (CI-1) to Riverfront Crossing – Central Crossings (RFC-CX) zone for approximately 1.9 acres of land. Heitner began the staff report with an aerial view of the subject property and a view of the zoning Planning and Zoning Commission December 17, 2020 Page 4 of 10 applied to the area. Currently there are two zoning designations covering the subject property, the northwest corner is CC-2 (Community Commercial) and the balance of the property is CI-1 (Intensive Commercial). Regarding background, this is a rezoning for 700 through 730 South Dubuque Street and 220 Lafayette Street to the Riverfront Crossing – Central Crossings (RFC-CX) zone. Heitner noted there's a separate application accompanying this project not on the agenda tonight but will be discussed at a later Commission meeting regarding vacation of an alley that separates the South Dubuque Street properties from 220 Lafayette Street. It is staff’s understanding that with this rezoning the applicant intends to build a six-story building on the subject property. With the current zoning, the CC-2 is generally intended for retail goods and services typically applied to major business districts and the uses tend to generate a considerable amount of traffic. CI-1 is similar to CC-2 but there's a bit more allowances for outdoor display and storage and is typically used for motor vehicle sales and repair businesses. The proposed zoning of Riverfront Crossing – Central Crossings zone is a zone of moderate intensity of mixed-use development striving for pedestrian friendly streets and streetscapes, uses are comparable to what is allowed in CB-5 with a few exceptions. In terms of building mass, generally buildings have a maximum base height of four stories up to eight stories. The proposed project associated with this rezoning is looking for a six-story building with bonus stories applied for public art and LEED. In terms of existing land uses of the property, there is some general commercial service at 700-710 South Dubuque Street occupied by the Iowa City Bike Library, multifamily residential at 720 South Dubuque Street and 220. Lafayette Street, and then some commercial land use at 730 South Dubuque owned by Public Space One. Heitner stated for general review criteria for rezonings they look at two points of emphasis, one is compliance with the Comprehensive Plan and two is compatibility with the existing neighborhood. With respect to compliance with the Comprehensive Plan there were several objectives that they noticed as being achieved with the proposed rezoning here, specifically regarding planned improvements to the Ralston Creek frontage and the pedestrian streets. From what staff can ascertain, the building and associated rezoning would add some appropriate contextual infill in terms of height, scale and use typically seen in the Riverfront Crossing – Central Crossings zone. Also, it is an appropriate scale of density to contribute to potential future transit-oriented development as there is a remote possibility that the two adjacent rail lines could accommodate future passenger rail. An image from the Comprehensive Plan illustrated the goal for the Ralston Creek frontage improvements specifically along the west creek bank in terms of cleaning up the creek bank, beautifying it and trying to make it an amenity for new buildings that will come in the area. Heitner showed an image of some of the improvements that took place just to the north at 225 East Prentiss Street. There is six-foot-wide sidewalk on top of the creek bank with separation for some landscaping and then some riprap on the ascension of the creek bank. He showed an image of the frontage that the proposed building has on this on this area and an image of the proposed elevations. Although these are just conceptual renderings, he noted the images show compliance with the aesthetic direction that the form-based code is looking for. In terms of compatibility with the existing neighborhood character Heitner noted this neighborhood is in a bit of transition from a land use and zoning perspective. There is some Riverfront Crossing – Central Crossings zoning adjacent to the subject property and a generous amount just to the north across from the Iowa Interstate Railroad, and then also west of the Planning and Zoning Commission December 17, 2020 Page 5 of 10 subject property on the west side of Dubuque Street. In the context of the surrounding neighborhood it is in a bit of transition between moving forward some of these projects that are more fitting of the form-based code within the Comprehensive Plan and also accommodating preexisting structures. Craig asked about the parking ramp and lot that was nearby. Heitner noted those are the County’s ramp and lot so there cannot be overnight parking there, however there is a City parking ramp just a few blocks north and to the west. Heitner also noted this rezoning would trigger the affordable housing requirements at 10% of the total number of dwelling units, assuming that more than 10 dwelling units are built on site. Heitner did want to touch on the floodplain aspect as it does clip the existing property a little bit, in the northeast corner and southeast corner. The majority of the floodplain would be in the Ralston Creek stream corridor and is in the 500-year floodplain. Heitner stated they did receive some correspondence with some concern regarding whether these improvements would result in flooding on the east side of the creek. He stated the Public Works staff hasn't gone through a full site plan review of this rezoning, as that doesn't happen until later on in the process with the site plan review, but what they have informed is that their opinion right now is that since the cross section of the creek or the width of the creek bank should remain roughly the same and they don't believe there will be flooding to the east or downstream. Heitner reiterated the improvements to the west side of the creek would be reviewed upon site plan review. In terms of next steps, upon recommendation from the Planning and Zoning Commission, a public hearing will be scheduled for consideration by the City Council. Staff plans to have this application on the January 19, 2021 City Council agenda, with public hearings set at the Council’s January 5, 2021 meeting. Staff recommends approval of REZ20-0011, a proposal to rezone approximately 1.9 acres of land located at 700, 710, 720, 730 South Dubuque Street and 220 Lafayette Street from Community Commercial (CC-2) zone and Intensive Commercial (CI-1) to Riverfront Crossings – Central Crossings (RFC-CX) zone subject to the following conditions: 1. Improvement of Ralston Creek and the adjacent pedestrian street in accordance with the Form-Based Development Standards for Riverfront Crossings as follows: a. Removal of invasive trees. b. Stream bank stabilization, including necessary grading and addition of rip-rap. c. Planting of trees in accordance with a plan approved by the City Forrester. d. Installation of a minimum 6-foot wide sidewalk adjacent to the top of the stream bank. e. Installation of pedestrian-scale lighting. f. The above work shall be done according to a plan prepared by the Owner and approved by the City Engineer prior to the issuance of a building permit. 2. Prior to issuance of building permits, provision of a sanitary sewer easement, in a location to be determined by the City Engineer, and in a form acceptable to the City Attorney’s Office. Hensch noted Heitner said that these specifications are similar to what was done at 225 East Prentiss Street. Heitner said they are very similar with the hope of getting a pretty similar product. Hensch asked about item B of the conditions, about the riprap, he stated when looking at Axiom’s presentation they talk specifically about adding natural stabilizing materials on the bed Planning and Zoning Commission December 17, 2020 Page 6 of 10 and bank of the waterway. He really wants to specify no concrete rubble or no broken up concrete should be used, it is done along the river and it's horrible. He wants to really strongly advocate that the City specify that it cannot be that or specify and use wording of using natural stabilizing materials on the bed and bank. Craig notes she had a thought when reading the letters and the concern about the loss of the small commercial that's happening, it appears this is definitely a residential building but will the zoning allow small commercial in this building if they chose to. Heitner confirmed yes the zoning does allow for mixed use buildings that would typically have a commercial element on the ground floor. However, in this case it is likely going to be a residential building but theoretically they could have commercial in this building. Elliott asked for more information about the possibility providing a connection under the railroad bridge to the existing sidewalk along the west bank of Ralston Creek. Heitner replied that's something that the City initiated but it’s outside of the scope for the applicant for this project at the moment. The City is working with potential consultants on the possibility of making that connection. There are a few options that staff is in discussion with some consultants about to possibly make that connection and doing so in a way that wouldn't undermine the structural integrity of the railroad overpass. It would probably be some kind of a sidewalk that clips along the overpass, but those discussions are pretty early on right now. He reiterated however that is not part of this rezoning at this point, it's something that City staff is looking into right now outside the scope of this project. Hensch noted staff made a brief comment about the adjacent Iowa Interstate Railroad and how there were some studies going on about commuter opportunities between Iowa City, Coralville, North Liberty and can staff elaborate on that. Heitner stated this property is uniquely situated between two different railroads, the Iowa Interstate Railroad to the north and Cranic Railroad to the south. He noted there are ongoing studies about potential commuter rail between Iowa City, Coralville and North Liberty on the Cranic line. There's also a potential, although not very likely potential, of an Amtrak service on the Iowa Interstate Railroad to the north, which would terminate at the existing station that's about a block west. He cannot speak of the timeframe for either of those passenger rail projects, but from a planning perspective they don't want to shut the door on any potential to those projects. He noted this is the appropriate kind of infill development or redevelopment that they would look for in a transit oriented development in terms of the scale of the building, the likely density with something that's six stories on this site and adjacency to potential other amenities. Hensch opened the public hearing. Mike Welch (Axiom Consultants) wanted to add a couple of comments he thought of during staff’s presentation, who did a nice job of covering the project, and hopefully he can show their intent and give the Commission a clearer picture of what they intend to do. First he noted they didn't do the good neighbor meeting due to COVID going on but they did send out a mailing on November 16 to the surrounding properties and included not only deed holders but also residents of the specific buildings in the area. From that mailing they did receive a couple of comments, some of which staff addressed, but one other that hasn’t been brought up was a question about parking on South Dubuque Street and would that change or not with this project. Welch noted obviously they haven't gotten to the point of doing a site plan yet, but their intention Planning and Zoning Commission December 17, 2020 Page 7 of 10 is that they would be eliminating the curb cuts that currently exist on South Dubuque Street so likely there would be an increase in street parking. But again, he reiterated that would be flushed out during site plan approval. Welch noted he (or Axiom) was involved in both the 225 East Prentiss and the property on the east side of Prentiss so they'd be looking for a lot of those similar Ralston Creek improvements. He agrees with Hensch that they should do a natural product and avoid waste concrete, as it is not a great thing. Michael Apt (Gilbane Development) stated Gilbane Development Company is a family owned, privately held company based out of Providence, Rhode Island. They've been around a long time and are celebrating their 150th year. They’ve been around since 1873 and done a lot of development over the years. They also plan to be owners for a long time when they come into a community and be part of it and not come in and build something and disappear. They do development, market rate housing, multifamily, mixed use, student housing, build-to-suit, public private partnerships and affordable housing, so they do a very wide array all over the country. They have over 40 offices around the country, the closest one to Iowa City is in Ames, Iowa where they have three projects totaling about 1000 beds. They also have an office close by in Chicago, Apt is based out of Philadelphia. Gilbane consists of two operating companies, they have Gilbane Building Company, who did four projects at the University of Iowa Hospital system in 2013 and their building company also has done many projects throughout the state of Iowa and are familiar with the state of Iowa. They brought on Mike Welch and his group from Axiom as a local consultant to help with the zoning and everything and Jeff Edberg also to help with the seller and the development. They are looking forward to it fitting in and becoming part of the Iowa City Community. Hensch asked what brought Gilbane to be interested in Iowa City? Apt noted it is because of The University of Iowa as it is a fine institution that's growing. He noted there's not much purpose-built housing that houses the students other than the market rate there and they’re looking forward to capturing not just students but the community to live in the project. Jeff Edberg (Lepic-Kroger Realtors) stated he felt this is a good example of what the Council and City officials have brought in with form-based housing. Frankly, he didn't understand it when it was first introduced but he’s seen some of it come to fruition and it offers the flexibility to deliver the type of buildings that are appropriate to the site. Jeff Clark is here and he can attest prior to form-based housing there was a one zone model they had to follow and his building at 507 Gilbert was required to have commercial on the first floor when it was built in 2011 and still has vacant space on the ground floor, it just wasn't a good fit. With regard to displacing commercial, in the downtown and surrounding areas there's 78 vacant spaces right now so they are not displacing commercial property with this project that couldn't otherwise be absorbed immediately in other good spots. Hensch closed the public hearing. Nolte moved to approve REZ20-0011, a proposal to rezone approximately 1.9 acres of land located at 700, 710, 720, 730 South Dubuque Street and 220 Lafayette Street from Community Commercial (CC-2) zone and Intensive Commercial (CI-1) to Riverfront Crossings – Central Crossings (RFC-CX) zone subject to the following conditions: 1. Improvement of Ralston Creek and the adjacent pedestrian street in accordance with Planning and Zoning Commission December 17, 2020 Page 8 of 10 the Form-Based Development Standards for Riverfront Crossings as follows: a. Removal of invasive trees. b. Stream bank stabilization, including necessary grading and addition of rip-rap. c. Planting of trees in accordance with a plan approved by the City Forrester. d. Installation of a minimum 6-foot wide sidewalk adjacent to the top of the stream bank. e. Installation of pedestrian-scale lighting. f. The above work shall be done according to a plan prepared by the Owner and approved by the City Engineer prior to the issuance of a building permit. 2. Prior to issuance of building permits, provision of a sanitary sewer easement, in a location to be determined by the City Engineer, and in a form acceptable to the City Attorney’s Office. Elliot seconded the motion. Hensch started the discussion with two points. First, it's really interesting as he is on his second five-year term and believes this is the first time they've ever received a letter where somebody complained about wanting commercial on first floor, usually just the opposite with people noting all the commercial unoccupied throughout the City. Second, he does enthusiastically support improvements to Ralston Creek and is pleased with how the project just right across the railroad treated Ralston Creek and is keeping it from a being treated as a drainage ditch, and turning the buildings to face the creek and use it as a natural asset to be highlighted rather than something just to dump stormwater in and ignore. Craig agrees with the whole Ralston thing, the beauty of this project is getting a corridor there that one might actually want to walk down or ride a bike down so that is a strength of this project. Russett clarified that the condition related to streambank stabilization just applies to the west side. A vote was taken and the motion passed 6-0. CONSIDERATION OF MEETING MINUTES: DECEMBER 3, 2020: Townsend moved to approve the meeting minutes of December 3, 2020. Martin seconded the motion. A vote was taken and the motion passed 6-0. PLANNING AND ZONING INFORMATION: Russett gave a quick update from the Council meeting on Tuesday. She thanked everyone for participating in that discussion with Council on the Carson Farms annexation and Council did defer the public hearing at the request of the applicant to January 5. The County rezoning along Rapid Creek was recommended for approval to the Johnson County Planning Commission and Planning and Zoning Commission December 17, 2020 Page 9 of 10 the rezoning and the text amendment and the Comprehensive Plan Amendment all associated with that proposed development on Riverside Drive and Myrtle Avenue were approved by Council. Townsend noted that Hensch did a great job presenting to Council at that meeting. Hensch thanked her and reiterated he has never ever felt like anybody did anything other than vote what their conscience says in all his time on the Commission. ADJOURNMENT: Craig moved to adjourn. Townsend seconded. A vote was taken and the motion passed 6-0. PLANNING & ZONING COMMISSION ATTENDANCE RECORD 2020-2021 7/16 8/6 8/20 10/1 10/15 11/5 12/3 12/17 CRAIG, SUSAN X X X X X X O X DYER, CAROLYN O/E O/E -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- ELLIOTT, MAGGIE -- -- -- -- -- -- -- -- -- -- X X X HENSCH, MIKE X X X X X X X X MARTIN, PHOEBE X X X X X X X X NOLTE, MARK -- -- -- -- X X X X X X SIGNS, MARK X X X X X X X O/E TOWNSEND, BILLIE O/E X X X X X X X KEY: X = Present O = Absent O/E = Absent/Excused --- = Not a Member