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HomeMy WebLinkAbout2021-09-08 BOA Agenda PacketIOWA CITY BOARD OF ADJUSTMENT Wednesday, September 8, 2021 – 5:15 PM City Hall, 410 East Washington Street Emma Harvat Hall Agenda: 1. Call to Order 2. Roll Call 3. Request for Reconsideration a. Request to reconsider the decision for EXC21-0009 dated August 11, 2021 (An application submitted by Axiom Consultants requesting a special exception to allow a 50 percent parking reduction for other unique circumstances and to allow parking within the exterior walls of a building in a CB-10 zone to construct a new mixed-use building at 21 S. Linn Street). 4. Special Exception Item a. EXC21-0013: An application submitted by ImOn Communications requesting a special exception to allow a basic utility use in a Community Commercial (CC-2) Zone to build a telecommunications hub at 755 Mormon Trek Boulevard. b. EXC21-0003: An application submitted by LT Leon Associates for a special exception to allow drive-through facilities in a Community Commercial (CC-2) zone for online grocery pick-up at Iowa City Hy-Vee #3 located at 1125 N. Dodge Street. c. EXC21-0004: An application submitted by LT Leon Associates for a special exception to allow drive-through facilities in a Community Commercial (CC-2) zone for online grocery pick-up at Iowa City Hy-Vee #1 located at 1720 Waterfront Drive. d. EXC21-0014: An application submitted by LT Leon Associates for a special exception to allow drive-through facilities in a Community Commercial (CC-2) zone for online grocery pick-up at Iowa City Hy-Vee #2 located at 812 S. 1st Avenue. 5. Consideration of Meeting Minutes: August 11, 2021 6. Board of Adjustment Announcements 7. Adjournment If you need disability-related accommodations in order to participate in this meeting, please contact Kirk Lehmann, Urban Planning at 319-356-5230 or at kirk-lehmann@iowa-city.org. Early requests are strongly encouraged to allow sufficient time to meet your access needs. Upcoming Board of Adjustment Meetings Formal: October 13 / November 10 / December 8 Informal: Scheduled as needed. September 8, 2021 Board of Adjustment Meeting EXC21-0009 ITEM 3A ON THE AGENDA Request for Reconsideration Submitted by Identified Parties September 8, 2021 Board of Adjustment Meeting EXC21-0013 ITEM 4A ON THE AGENDA Staff Report Prepared by Staff 1 STAFF REPORT To: Board of Adjustment Item: EXC21-0013 Parcel Number: 1017265001 Prepared by: Joshua Engelbrecht, Planning Intern Kirk Lehmann, Associate Planner Date: September 8, 2021 GENERAL INFORMATION: Applicant: ImOn Communications LLC 101 3rd Ave SW Suite 400 Cedar Rapids, IA 52404 (319) 200-6300 www.imon.net Contact Person: Joe Meyers 101 3rd Ave SW Suite 400 Cedar Rapids, IA 52404 (319) 533-2319 joe.meyers@imon.net Property Owner(s): Walden Square Properties, LLC 755 Mormon Trek Boulevard Iowa City, IA 52246 Requested Action: Special exception to establish a basic utility use consisting of a telecommunications hub in a Community Commercial (CC-2) zone Purpose: To provide internet and cable services Location: 755 Mormon Trek Blvd. Location Map: Size: 4.8-acre parcel – 240 sq. ft. proposed site 2 Existing Land Use and Zoning: Mixed Use; Community Commercial (CC-2) Surrounding Land Use and Zoning North: Residential; Low Density Multi-Family Residential (RM-12) East: Residential & Commercial; Low Density Single-Family Residential (RS-5) & Community Commercial (CC-2) South: Commercial; Community Commercial (CC-2) West: Residential; Low Density Multi-Family Residential (RM-12) Applicable Code Sections: 14-4B-3A: General Approval Criteria 14-4B-4D-1b: Basic Utilities in Commercial and Industrial Zones Not Enclosed within a Building File Date: August 9, 2021 BACKGROUND: ImOn is a telecommunications company located in Cedar Rapids that provides internet and cable services. They are seeking to expand their service capabilities within Iowa City and have applied to establish a telecommunication hub in a 16-foot by 15-foot building at the northwest corner of the property located at 755 Mormon Trek Boulevard. The property is zoned Community Commercial (CC-2), which allows basic utility uses by special exception when not enclosed within a building that houses another principal use. In this case, the basic utility use would be in a proposed building attached to an accessory use, specifically the garages along the west property line. The hub requires screening to the S3 standard because properties to the north and west are zoned residential. The applicant’s site plan (Attachment 4) shows emerald arborvitaes to the north and west of the proposed telecommunications hub, and a 4.5-foot-high retaining wall to the north, which would screen the utility from abutting residential zones. ANALYSIS: The purpose of the Zoning Ordinance is to promote the public health, safety and general welfare; to conserve and protect the value of property throughout the city; and to encourage the most appropriate use of land. It is the intent of the Ordinance to permit the full use and enjoyment of property in a manner that does not intrude upon adjacent property. The Board may grant the requested special exception if the requested action is found to be in accordance with the specific criteria included in Section 14-4B-4D-1b, pertaining to Basic Utilities in Commercial and Industrial Zones not enclosed within a building, as well as general approval criteria in Section 14-4B-3A. For the Board of Adjustment to grant this special exception request, each of the following criterion below must be met. The burden of proof is on the applicant, and their comments regarding each criterion may be found on the attached application. Staff comments are set forth below. Specific Standards: 14-4B-4D-1b-2: (2) In all commercial zones, the RDP and ORP zones, and the ID-C and ID-RP zones, basic utilities not enclosed within a building are permitted only by special exception. Proposed uses must be screened from public view and from view of any 3 adjacent residential zones to at least the S3 standard. In addition, the applicant must provide evidence that the proposed use will be compatible with surrounding structures and uses with regard to safety, size, height, scale, location, and design, particularly for facilities that will be located close to or within view of a residential zone. For uses located in highly visible areas, the board may consider additional design elements such as masonry or brick facades, and walls or fencing to improve public safety and to soften the visual impact of the proposed use. Water and sanitary sewer pumps or lift stations approved by the city as part of subdivision or site plan approval do not require special exception approval from the board of adjustment. FINDINGS: • The proposed use would be located at the rear of the lot and not highly visible from a public street, sidewalk, access easement, or other public way, or from a public park or other public open space area. • The site plan shows emerald arborvitae landscaping to the S3 standard to the north and west of the proposed telecommunications hub, and a block retaining wall to the north, which helps screen the use from abutting residential properties. Staff will confirm the proposed screening conforms to S3 standards during site plan review. • The proposed use will be enclosed in a structure with a locked door, preventing access to those not authorized and mitigating public health and safety issues. • The proposed structure is one story (approximately 10 feet in height), which is in scale with surrounding one- and two-story structures. • The use is proposed to be attached to the existing building to the south. Staff recommends a condition that the proposed structure match the design of the existing building, including colors, textures, materials, roof pitch, and related features to ensure compatibility. General Standards: 14-4B-3: Special Exception Review Requirements: 1. The specific proposed exception will not be detrimental to or endanger the public health, safety, comfort or general welfare. FINDINGS: • The proposed use will be enclosed in a structure with a locked door, preventing access to those not authorized and mitigating public health and safety issues. • The proposed telecommunications system requires a generator that will be located west of the proposed structure, approximately 12 feet from the property line. The generator is expected to produce 64 decibels of sound, which is similar to air conditioning units at 100 feet away (60dB), TV audio & vacuum cleaners (70dB), or a normal conversation. The site plan shows a 6-foot tall privacy fence enclosing the generator. Staff recommends a condition that the privacy fence be solid to mitigate potential spillover noise onto adjacent properties. • The proposed system would provide internet and cable options to Iowa City residents, improving general welfare. 2. The specific proposed exception will not be injurious to the use and enjoyment of other property in the immediate vicinity and will not substantially diminish or impair property values in the neighborhood. 4 FINDINGS: • The proposed use will allow for another internet service provider in Iowa City and increase bandwidth capabilities. • The proposed structure is small (240 square feet), is in the rear northwest corner of the property, and is screened from the view of adjacent residential properties. • The application indicates that the proposed structure enclosing the use will blend into the existing building. Staff recommends a condition that the proposed structure match the design of the existing building to mitigate the visual impact of the building for nearby uses. • The proposed hub requires a small generator to power it, which is expected to produce 64 decibels of sound. The site plan shows a privacy fence enclosing the generator, but staff recommends a condition that the privacy fence be solid to mitigate potential spillover noise onto adjacent properties. 3. Establishment of the specific proposed exception will not impede the normal and orderly development and improvement of the surrounding property for uses permitted in the district in which such property is located. FINDINGS: • The subject property is fully developed, as are surrounding lots. • The proposed structure is set back from adjacent property lines and proposed landscaping improvements to the site will mitigate any visual impacts. 4. Adequate utilities, access roads, drainage and/or necessary facilities have been or are being provided. FINDINGS: • The area is fully developed with access to utilities and other necessary facilities. • Staff will ensure compliance during site plan and building permit review. 5. Adequate measures have been or will be taken to provide ingress or egress designed to minimize traffic congestion on public streets. FINDINGS: • The proposed structure is located on a lot that has adequate circulation and parking from an alley that is accessed via Westwinds Drive. The use is not expected to substantially increase traffic as it would only need occasional maintenance. • A dumpster enclosure is directly east of the proposed use. However, there is adequate space for parking between the enclosure and proposed structure, and there is adequate space for garbage trucks to access the enclosure. • A pedestrian route is proposed north of the building to provide access. 6. Except for the specific regulations and standards applicable to the exception being considered, the specific proposed exception, in all other respects, conforms to the applicable regulations or standards of the zone in which it is to be located. FINDINGS: • There are no minimum parking requirements for this use. 5 • Where a side or rear lot line in a Community Commercial (CC-2) zone abuts a residential zone, the minimum setback must at least equal the setback in the abutting residential zone. The property to the west is zoned Low Density Multi-Family Residential (RM-12), which requires a 20-foot rear setback. The site plan shows that the proposed use is set back 17 feet from the abutting residential property. The applicant may either shift the building 3 feet east or request a minor modification to reduce the setback by 3 feet (15%). This will need to be addressed for the site plan to be approved. • The proposed generator is 12 feet from the west property line. As an accessory mechanical structure, this meets the accessory setback standards for the zone. • Based on a preliminary review, all other standards appear to be met. Staff will ensure compliance with all other standards during site plan and building permit review. 7. The proposed exception will be consistent with the Comprehensive Plan of the City, as amended. FINDINGS: • The Comprehensive Plan future land use map designates this area as General Commercial. • The Southwest District Plan future land use map designates this area as Neighborhood Commercial. • The Southwest District Plan encourages the development of businesses that provide goods, services and amenities to the neighborhood. STAFF RECOMMENDATION: Staff recommends approval of EXC21-0013, to establish a basic utility use for the property located at 755 Mormon Trek Blvd, subject to the following conditions: 1. The exterior of the structure for the proposed use shall match the exterior of the existing building to which it will be attached, including colors, textures, materials, roof pitch, and related features, to be approved during site plan review. 2. The generator used to power the telecommunications hub shall be enclosed by a 6-foot tall, solid privacy fence to mitigate noise spillover onto adjacent properties. ATTACHMENTS: 1. Location Map 2. Zoning Map 3. Correspondence 4. Application Materials Approved by: _________________________________________________ Danielle Sitzman, AICP, Development Services Coordinator Department of Neighborhood and Development Services September 8, 2021 Board of Adjustment Meeting EXC21-0013 ATTACHMENT 1 Location Map Prepared by Staff BARTELT RD MORMON TREK BLVDCAMERONCTELLIOTT CT CAMERON WAY W ILLOWBROOKELN WESTWINDS DR EXC21-0013755 Mormon Trek Blvd.µ 0 0.035 0.070.0175 Miles Prepared By: Joshua EngelbrechtDate Prepared: August 2021 An application submitted by ImOn Communications requesting a special exception to allow a basic utility use consisting of a telecommunications hub for the property located at 755 Mormon Trek Blvd. September 8, 2021 Board of Adjustment Meeting EXC21-0013 ATTACHMENT 2 Zoning Map Prepared by Staff BARTELT RD MORMON TREK BLVDCAMERONCTELLIOTT CT CAMERON WAY W ILLOWBROOKELN WESTWINDS DR CC2 RM12 RM12 RM12 RS12 RS12 RS5 RS5 RS8 EXC21-0013755 Mormon Trek Blvd.µ 0 0.03 0.060.015 Miles Prepared By: Joshua EngelbrechtDate Prepared: August 2021 An application submitted by ImOn Communications requesting a special exception to allow a basic utility use consisting of a telecommunications hub for the property located at 755 Mormon Trek Blvd. Overlay Zones Overlay Description Planned Development (OPD) September 8, 2021 Board of Adjustment Meeting EXC21-0013 ATTACHMENT 3 Correspondence Submitted by the Identified Party Mailing Name Mailing Address2 Mailing Address3 Mailing Zip Code 2609 WESTWINDS LLC 160 SOUTHGATE AVE STE D IOWA CITY, IA 52240 645 WESTWINDS LLC 3337 MAHOGANY AVE OSAGE, IA 50461 AMY E PARKER 6 CAMERON CT IOWA CITY, IA 52246 ANA M RODRIGUEZ-RODRIGUEZ 2341 WILLOWBROOKE LN #201 IOWA CITY, IA 52246 ANDREW MISTAK 740 WESTWINDS DR APT 3 IOWA CITY, IA 52246 ARJ LLC 1436 ABURDEEN CT IOWA CITY, IA 52246 B Y S INVS LLC 75 SHAGBARK CT IOWA CITY, IA 52246 BARBARA SCHANBACHER 2353 WILLOWBROOKE LN IOWA CITY, IA 52246 BOB C CHEN 15 PARK ROW NEW YORK, NY 10038 BYS INVESTMENTS LLC 75 SHAGBARK CT IOWA CITY, IA 52246 CHARLOTTE M WHEAT 2351 WILLOWBROOKE LN IOWA CITY, IA 52246 CHEUNG CHUNG LAM 1219 TIPPERARY RD IOWA CITY, IA 52246 CLAIRE E MCKINLEY 2380 WILLOWBROOKE LN IOWA CITY, IA 52246 CRAIG FOBIAN PO BOX 425 IOWA CITY, IA 52244-0425 CYNTHIA BING & SHUNGUANG WEI 303 GALWAY DR IOWA CITY, IA 52246 DALE W & JACQUOLYN J CLINGAN 2366 WILLOWBROOKE LN IOWA CITY, IA 52246 DANFORTH LLC 32 PINNACLE RIDGE TIFFIN, IA 52340 DAVID LAWRENCE & TAMMY LYNN MC 410 E ROCKLAND RD LIBERTYVILLE, IL 60048 DEBORAH J GAROUTTE 5712 FOSSANO DR SARASOTA, FL 34238 DOUGLAS W LARCHE 2357 WILLOWBROOKE LN IOWA CITY, IA 52246 DUFF & PHELPS LLC PO BOX 2629 ADDISON, TX 75001 EDWARD L & ALICE K MCWILLIAMS 1304 DOMINIK COLLEGE STATION, TX 77840 ESTHER M PETERSEN 2378 WILLOWBROOKE LN IOWA CITY, IA 52246-1834 FAREWAY STORES INC 2300 EAST 8TH ST PO BOX 70 BOONE, IA 50036-0070 GEL RENTALS LLC 230 N JUNIPER ST NORTH LIBERTY, IA 52317 GLORIA YEONG RONG CHEN 2316 WILLOWBROOKE LN IOWA CITY, IA 52246 GMT ENT LLC 75 SHAGBARK CT IOWA CITY, IA 52246 GREENSTATE CREDIT UNION PO BOX 800 NORTH LIBERTY, IA 52317 HACAP INC PO BOX 490 HIAWATHA, IA 52233-0490 HAIHONG MA 645 LINCOLNSHIRE PL CORALVILLE, IA 52241 HAWKS GPS LLC 3446 KILLARNEY RD IOWA CITY, IA 52246 HG PROPERTIES LLC 32 PINNACLE RIDGE TIFFIN, IA 52340 HOSUNG CHUNG 1762 CARAS RD WATERLOO, IA 50701 HUISHAN WAN & CHARLOTTE WAN 2410 BITTERSWEET CT IOWA CITY, IA 52246 IOWA CITY LEASED HOUSING ASSOC 2905 NORTHWEST BLVD STE 150 PLYMOUTH, MN 55441 JAMES L MCGREEVEY 2314 WILLOWBROOKE LN IOWA CITY, IA 52246 JEFFREY D MOORE 700 ELLIOTT CT IOWA CITY, IA 52246 JERRY D WALKER 4609 ASPEN LN CEDAR RAPIDS, IA 52402 JERRY L & LESLIE HARRINGTON 2327 CAMERON WAY IOWA CITY, IA 52246 JIM & LORNA HARTMAN 5424 S PYRITE CIR GOLD CANYON, AZ 85118 JJ & J PROPERTIES LLC 822 2ND AVE IOWA CITY, IA 52245 JOEL CHRISTIAN DEEHR 2355 WILLOWBROOKE LN IOWA CITY, IA 52246 JONATHAN P CATALONA 1074 MITCHELL WAY EL SOBRANTE, CA 94803 JOSEPH F & MADELINE L GALLES 3138 ADIRONDACK DR NE CEDAR RAPIDS, IA 52402 JULIE A BLACK 711 ELLIOTT CT IOWA CITY, IA 52246 JUNLIN LIAO 2406 BITTERSWEET CT IOWA CITY, IA 52246 KATHRYN J FOBIAN 1744 GRYN DR IOWA CITY, IA 52246 KENNETH A & NOREEN E GINGERICH 2376 WILLOWBROOKE LN IOWA CITY, IA 52246 KEVIN P ROLSTON 2323 WILLOWBROOKE LN IOWA CITY, IA 52246 LARRY S & KARLYN R LARSON 26 CAMERON CT IOWA CITY, IA 52246 LOIS BROOKS 4460 CELEBRATION BLVD APT 6105 ACWORTH, GA 30101 M CONCEPCION PIRAGINE 2364 WILLOWBROOKE LN IOWA CITY, IA 52246 MADELINE L GALLES 3138 ADIRONDACK DR NE CEDAR RAPIDS, IA 52402 MARK F STOLTZFUS 802 WESTWINDS DR APT 1 IOWA CITY, IA 52246 MARK J & JOHNNA S NEARY 2339 WILLOWBROOKE LN IOWA CITY, IA 52246 MARK R VINING 2009 REVOCABLE T 2335 WILLOWBROOKE LN IOWA CITY, IA 52246 MARLENE A HUTT 2321 WILLOWBROOKE LN IOWA CITY, IA 52246 MATTHEW B & JULIA N FREEL 944 5TH ST KALONA, IA 52247 MATTHEW W & NICOLE M KRESSIN 31 CAMERON CT IOWA CITY, IA 52246 MAX A COLLINS 301 FAIRVIEW DR MUSCATINE, IA 52761 MICHAEL C CATALONA 5905 AUSTIN AVE DAVENPORT, IA 52804 MICHAEL S GOLDBERG 802 WESTWINDS DR #3 IOWA CITY, IA 52246 NICHOLAS CAVANAUGH 2382 WILLOWBROOKE LN IOWA CITY, IA 52246 NICHOLAS J COX 1725 PARK RIDGE DR CORALVILLE IA 52241 000 52241 NORMAN E FRY & MOLLY FRY 7 CAMERON CT IOWA CITY, IA 52246 PATRICIA A SMITH 2310 WILLOWBROOKE LN IOWA CITY, IA 52246 PATRICIA S CATALONA 316 E COURT ST IOWA CITY, IA 52240 PATRICK J & AMY M ADAM 1875 WOOD DUCK CT NORTH LIBERTY, IA 52317 PAUL DAVIDSON 2319 WILLOWBROOKE LN IOWA CITY, IA 52246 RANDALL W & STACEY L SMITH 703 ELLIOTT CT IOWA CITY, IA 52246 REAGAN L YODER 2312 WILLOWBROOKE LN IOWA CITY, IA 52246 RICHARD A & JOYCE L POWELL 2301 WILLOWBROOKE LN IOWA CITY, IA 52246 S & J PROPERTIES LC 568 HIGHWAY 1 W IOWA CITY, IA 52246 SARAH J & BRANDON J ENLOE 2360 WILLOWBROOKE LN IOWA CITY, IA 52246 SHARON S PICKENS 2362 WILLOWBROOKE LN IOWA CITY, IA 52246 SHAWN M SWANEY 135 WAR ADMIRAL LN NORTH LIBERTY, IA 52317 SHRAHMAN2 PROPERTIES LLC 1257 DEERFIELD DR IOWA CITY, IA 52246 TIMOTHY LOVAN 106 KENNETH DR IOWA CITY, IA 52245 TROY A CULVER 2305 WILLOWBROOKE LN IOWA CITY, IA 52246 VIJAY & SUCHITRA KANTAMNENI 7940 CHEVERNY DR MEQUON, WI 53097 WALDEN RIDGE TOWNS LLC 755 MORMON TREK BLVD IOWA CITY, IA 52246 WALDEN SQUARE PROPERTIES LLC 755 MORMON TREK BLVD IOWA CITY, IA 52246 WALDENRIDGE HOMEOWNERS ASSOCIA 755 MORMOM TREK BLVD IOWA CITY, IA 52246 WENJING CAO 5842 NW 52ND ST JOHNSTON, IA 50131 WHITE TIGER LLC 802 SILVER LN IOWA CITY, IA 52245 YANGBO YE & FANG QIAN 1875 BROWN DEER RD CORALVILLE, IA 52241 YEOU-FEN LIN 565 BUTTERWORTH WAY NW EDMONTON, AB T6R2P6, CA YUN JIANG & SHAN YAN LIN 2339 CAMERON WAY IOWA CITY, IA 52246 YUSEN HE & WEI XIE 2351 CAMERON WAY IOWA CITY, IA 52246 September 8, 2021 Board of Adjustment Meeting EXC21-0013 ATTACHMENT 4 Special Exception Application Submitted by the Applicant Project Description: Propose an addition to the garages behind 755 Mormon Trek Blvd. This structure will house equipment, to provide high speed internet, and phone service for the surrounding area. Project: 755 Mormon Trek Blvd Proposed Hub Site Page 1 of 6 16’x15’ foundation for garage extension 4’x5’ Generator pad 4.5’ Matching block wall. Proposed screening emerald arborvitaes 3’ concrete sidewalk 6’ fence around generator Project: 755 Mormon Trek Blvd Proposed Hub Site Page 2 of 6 North Wall Extension Project: 755 Mormon Trek Blvd Proposed Hub Site Page 3 of 6 20’ 15’ Project: 755 Mormon Trek Blvd Proposed Hub Site Page 4 of 6 16’ 10’ Project: 755 Mormon Trek Blvd Proposed Hub Site Page 5 of 6 HVAC UNIT 1 HVAC UNIT 2 Project: 755 Mormon Trek Blvd Proposed Hub Site Page 6 of 6 51’ 12’ IOWA CITY LEASED HOUSING ASSOCIATES III LLLP B Y S INVESTMENTS L L C TRAILRIDGE CONDOMINIUMS WALDEN SQUARE PROPERTIES, LLC WALDEN SQUARE COMMERCIAL CONDOMINIUM 701 MORMON TREK BLVD 728 WESTWINDS DR APT 6 2626 BARTELT RD IOWA CITY - 52246 IOWA CITY - 52246 IOWA CITY - 52246 Pad set 4’ from property line 17’ D. Institutional And Civic Uses: 1. Basic Utilities In Commercial And Industrial Zones And ID-C, ID-I, And ID-RP Zones: a. Basic Utilities Within Enclosed Buildings: In all commercial, industrial, and research zones, and in the ID-C, ID-I, and ID-RP zones, basic utilities are permitted within a building that houses another principal use allowed in the zone, provided the facility is completely enclosed, and there is no visible indication of the existence of the facility from the exterior of the building. No, it will match the surrounding area b. Basic Utilities Not Enclosed Within A Building: (1) In the ID-I, I-1 and I-2 zones, basic utilities not enclosed within a building are permitted, provided the use is located at least two hundred feet (200') from any residential zone and is screened from view of public rights of way to at least the S3 standard. To ensure public safety, the city may also require that the use be enclosed by a fence. Basic utilities that cannot meet the two hundred foot (200') separation requirement may apply for a special exception from the board of adjustment as described in subsection Db(2) of this section. We will comply to the S3 screening as is described on the site plans. (2) In all commercial zones, the RDP and ORP zones, and the ID-C and ID-RP zones, basic utilities not enclosed within a building are permitted only by special exception. Proposed uses must be screened from public view and from view of any adjacent residential zones to at least the S3 standard. In addition, the applicant must provide evidence that the proposed use will be compatible with surrounding structures and uses with regard to safety, size, height, scale, location, and design, particularly for facilities that will be located close to or within view of a residential zone. For uses located in highly visible areas, the board may consider additional design elements such as masonry or brick facades, and walls or fencing to improve public safety and to soften the visual impact of the proposed use. Water and sanitary sewer pumps or lift stations approved by the city as part of subdivision or site plan approval do not require special exception approval from the board of adjustment. The only exterior exposure to the residential area will be the generator that will be enclosed by a 6 foot privacy fence as well as emerald arborvitaes. A. Approval Criteria: In order to grant a special exception, the Board must find that the applicant meets the specific approval criteria set forth in this title with respect to the specific proposed exception. The Board must also find that the applicant meets the following general approval criteria or that the following criteria do not apply: 1. The specific proposed exception will not be detrimental to or endanger the public health, safety, comfort or general welfare. The equipment and will be in an enclosed secured structure. This will be no threat for the general public 2. The specific proposed exception will not be injurious to the use and enjoyment of other property in the immediate vicinity and will not substantially diminish or impair property values in the neighborhood. No, you shouldn’t even know it is there, as it will blend into the existing structure. 3. Establishment of the specific proposed exception will not impede the normal and orderly development and improvement of the surrounding property for uses permitted in the district in which such property is located. No, it will match with the surround property. 4. Adequate utilities, access roads, drainage and/or necessary facilities have been or are being provided. Yes, seeing that is in an existing parking lot that shouldn’t be a problem. Utilities will be provided Mid-American Energy and since we are adding a wall drainage will also be addressed. 5. Adequate measures have been or will be taken to provide ingress or egress designed to minimize traffic congestion on public streets. Yes, it is not close to any public thoroughfare. 6. Except for the specific regulations and standards applicable to the exception being considered, the specific proposed exception, in all other respects, conforms to the applicable regulations or standards of the zone in which it is to be located. Yes 7. The proposed exception will be consistent with the Comprehensive Plan of the City, as amended. Yes, we will comply with the city’s codes and regulations. WALDEN SQUARE COMMERCIAL CONDOMINIUM UNIT C-3 BLDG C September 8, 2021 Board of Adjustment Meeting EXC21-0003 ITEM 4B ON THE AGENDA Staff Report Prepared by Staff 1 STAFF REPORT To: Board of Adjustment Item: EXC21-0003 Parcel Number: 1002336001 Prepared by: Kirk Lehmann, Associate Planner Date: September 8, 2021 GENERAL INFORMATION: Applicant: John Brehm Hy-Vee, Inc. 5820 Westown Parkway West Des Moines, IA 50266 jbrehm@hy-vee.com Contact Person: Rachel Harris LT Leon Associates 500 E. Locust Ave, Suite 400 Des Moines, IA 50309 515-250-8188 rharris@ltleon.com; lleon@ltleon.com Property Owner(s): HURD Iowa City, LLC 5820 Westown Parkway West Des Moines, IA 50266 Requested Action: Special Exception to allow an accessory drive-through facility in a Community Commercial (CC-2) zone Purpose: To allow construction of a permanent kiosk and drive- through lanes for online grocery pick-up Location: 1125 N. Dodge Street Location Map: 2 Size: 6.27 Acres Existing Land Use and Zoning: Commercial; Community Commercial with a Planned Development Overlay (CC-2/OPD) Surrounding Land Use and Zoning North: Residential; Medium Density Single-Family Residential (RS-8) East: Commercial; Neighborhood Commercial with a Planned Development Overlay (OPD/CN-1) South: Residential, Commercial, & Institutional; Low Density Multi-Family Residential (RM-12) & Community Commercial (CC-2) West: Residential, Commercial, & Institutional; Medium Density Single-Family Residential (RS-8), Community Commercial (CC-2), and Neighborhood Public (P-1) Applicable Code Sections: 14-4B-3A: General Approval Criteria 14-4C-2K-3: Drive Through Facilities File Date: March 12, 2020 BACKGROUND: LT Leon Associates, on behalf of Hy-Vee, Inc., submitted a special exception request for a drive- through facility associated with their Hy-Vee Aisles Online pick-up program for the subject property at 1125 N. Dodge Street. The property contains a grocery store of around 57,000 square foot on N. Dodge Street with parking to the southwest. The store was constructed in 2014. In total, the lot is approximately 6.27 acres. The use is surrounded by a variety of uses, including residential, commercial, and institutional uses. The property was initially zoned Community Commercial with a Planned Development Overlay (CC- 2/OPD) on September 3, 2013 (Ordinance No. 13-4547) to accommodate critical slopes on the site. Drive-through facilities are allowed by special exception in CC-2 zones. The property was rezoned to the same zone (CC-2/OPD) on August 17, 2021 (Ordinance No. 21- 4860) to revise the Conditional Zoning Agreement approved in Ordinance No. 13-4547. Under the revised Conditional Zoning Agreement, the property is subject to the following conditions: 1.A buffer area generally consistent with the attached plan shall be established along the western property line of the parcel rezoned to CC -2. This buffer must be screened to the S3 standard. Wherever the buffer area is less than 35 feet a masonry wall shall be provided consistent with the attached plan. 2.No signs shall be permitted within the 35-foot buffer, or on the north and /or west sides of the convenience store facing the residential development, except for a monument sign at the intersection of Dodge Street and Prairie Du Chien Road. There will be no more than two (2) free - standing signs permitted along the Dodge Street frontage. Other fascia and monument signs are permitted as per the code. 3.Any building or structure including canopies shall be of a quality design appropriate for property abutting a residential neighborhood, including features such as stone and masonry 3 materials, standing seam metal roofs, and muted colors. The design of any buildings as well as associated structures and facilities must be presented to and approved by the Design Review Committee prior to the City issuing a building permit. 4.Existing evergreen screening and mature trees will be preserved along the northwest side of the property where possible. 5.Development and landscaping shall be generally consistent with the attached plan, dated 06/08/2021. The site plan submitted with the application is the same as that approved as part of the rezoning. Vehicular access for the site is provided from three access points on N. Dodge Street to the south and two from St. Clement Street to the north. Two north-south internal drives, which are connected by east-west parking aisles, provide circulation through and across the property. The eastern-most access on N. Dodge Street provides access to the loading area east of the building, whereas the rest provide public access. Pedestrian access is provided from two points on N. Dodge Street and two on St. Clement Street, providing access to the convenience store to the west and the HyVee to the east. Pedestrian routes to the store connect to a pedestrian pathway along the front building façade, and they are clearly demarcated by bollards along the building and by colored pavement, including where it crosses the vehicular drive to the north. The proposed drive-through facility would replace the existing parking aisle nearest St. Clement Street. The site plan (Attachment 4) shows three drive-through lanes and an Aisles Online kiosk with a canopy between the lanes and the street to the north. The one-way entry to the drive-through lanes is accessed from the internal drive to the east and would exit into a parking aisle to the west. Small parking areas would be retained near the entrance and exit to the drive-through. The drive- through is proposed to be pick-up only with no order boards or intercom systems. The site plan also includes a pedestrian pathway from the sidewalk for employees to bring orders to the kiosk. ANALYSIS: The purpose of the Zoning Ordinance is to promote the public health, safety and general welfare; to conserve and protect the value of property throughout the city; and to encourage the most appropriate use of land. It is the intent of the Ordinance to permit the full use and enjoyment of property in a manner that does not intrude upon adjacent property. The Board may grant the requested special exception if the requested action is found to be in accordance with the specific criteria included in Section 14-4C-2K-3, pertaining to special exceptions to allow drive through facilities in a CC-2 zone, as well as the general approval criteria in Section 14-4B-3A. For the Board of Adjustment to grant this special exception request, each of the following criterion below must be met. The burden of proof is on the applicant, and their comments regarding each criterion may be found on the attached application. Staff comments are set forth below. Specific Standards 14-4C-2K-3: Special Exception Approval Criteria a.Access and Circulation: The transportation system should be capable of safely supporting the proposed drive-through use in addition to the existing uses in the area. Evaluation factors include street capacity and level of service, effects on 4 traffic circulation, access requirements, separation of curb cuts, and pedestrian safety in addition to the following criteria: (1) Wherever possible and practical, drive-through lanes shall be accessed from secondary streets, alleys, or shared cross access drives. If the applicant can demonstrate that access from a secondary street, alley, or shared cross access drive is not possible, the board may grant access to a primary street, but may impose conditions such as limiting the width of the curb cut and drive, limiting the number of lanes, requiring the drive-through bays and stacking lanes to be enclosed within the building envelope, and similar conditions. FINDINGS: • The property has two public vehicular access points from N. Dodge Street to the south and two from St. Clement Street to the north, which are connected by north-south internal drives and east-west parking aisles. St. Clement Street is classified as local street while N. Dodge is classified as an arterial. • The proposed drive-through lanes are accessed from the internal cross access drive nearest the building and exit into the surface parking lot. The facility cannot be accessed directly from a street. • While the small parking areas around the drive-through lanes have two-way access, the drive-through lanes are one-way from east to west. (2) To provide for safe pedestrian movement, the number and width of curb cuts serving the use may be limited. A proposal for a new curb cut on any street is subject to the standards and restrictions in chapter 5, article C, "Access Management Standards", of this title. FINDINGS: • No changes to curb cuts are being proposed as part of the project. • Pedestrian access through the site will be retained and a sidewalk route will be added to the Aisles Online kiosk for employees. The existing pedestrian route is demarcated with colored pavement where it crosses the internal drive. The crossing is approximately 20-feet long. • Additional painted areas will provide access from the kiosk to individual cars to facilitate safety while orders are loaded. (3) An adequate number of stacking spaces must be provided to ensure traffic safety is not compromised. A minimum of six (6) stacking spaces is recommended for drive-through facilities associated with eating establishments and a minimum of four (4) stacking spaces for banking, pharmacies, and similar nonfood related drive-through facilities. "Stacking spaces" shall be defined as being twenty feet (20') in length and the width of a one lane, one-way drive. The board may reduce the recommended number of stacking spaces if the applicant can demonstrate that the specific business has unique characteristics such that the recommended number of parking spaces is excessive (i.e., a drive- through that is to be used for pick up only and not ordering). FINDINGS: 5 • The site plan shows 3 drive-through lanes, each with 6 stacking spaces, for a total of 18 vehicles. The drive-through facility is for pick-up only, not ordering. This meets the required number of stacking spaces. • Peak hours are estimated from 4:00 pm to 6:00 pm, Monday through Friday. • The drive-through lanes are far enough from the access drive to accommodate potential spillover traffic and to minimize traffic safety impacts. • Staff recommends substantial compliance with the site plan be a condition of approval to ensure that traffic safety is not compromised. (4) Sufficient on site signage and pavement markings shall be provided to indicate direction of vehicular travel, pedestrian crossings, stop signs, no entrance areas, and other controls to ensure safe vehicular and pedestrian movement. FINDINGS: • The site plan indicates directional arrows at all access points to the drive-through facility and in the drive-through lanes. • Signage to direct vehicles to the drive-through are located at the entrance to the access drive. • Pavement markings denote drive-through lanes and loading areas. • No pedestrian routes cross the drive-through lanes. Where there is a pedestrian crossing to the north, it is demarcated with colored concrete to promote safe pedestrian movement. b. Location: (1) In the CB-2 zone and in all subdistricts of the riverfront crossings district located east of the Iowa River, drive-through lanes and service windows must be located on a nonstreet-facing facade. In all other locations where drive-throughs are allowed, this location standard must be met, unless the applicant can demonstrate that a street-facing location is preferable for the overall safety and efficiency of the site, does not conflict with adjacent uses or pedestrian access, and does not compromise the character of the streetscape or neighborhood in which it is located. FINDINGS: • The drive-through lanes are on the nonstreet-facing façade of the kiosk. (2) Drive-through lanes must be set back at least ten feet (10') from adjacent lot lines and public rights of way and screened from view according to the design standards below. FINDINGS: • Drive-through lanes are more than 30 feet from the St. Clement Street right-of- way and will be screened by the kiosk and landscaping to the S3 standard. • A landscape plan will be submitted as part of the site plan review. c. Design Standards: The number of drive-through lanes, stacking spaces, and paved area necessary for the drive-through facility will not be detrimental to adjacent residential properties or detract from or unduly interrupt pedestrian circulation or 6 the commercial character of the area in which the use is located. The board of adjustment may increase or reduce these standards according to the circumstances affecting the site. (1)To promote compatibility with surrounding development, the number of drive- through lanes should be limited such that the amount of paving and stacking space does not diminish the design quality of the streetscape or the safety of the pedestrian environment. FINDINGS: •The drive-through is proposed in a central location on the north side of the site, which is across St. Clement Street from single-family and duplex homes. •The site plan shows three 10- to 12-foot wide drive-through lanes, partially under an awning, and a kiosk between the drive-through lanes and St. Clement Street for part of the length of the lanes. •Nearly all proposed paving replaces existing paving, except where parking islands would be removed and/or otherwise affected. •S3 screening is required between the drive-through lanes and the St. Clement Street right-of-way. Landscaping along St. Clement Street will be replaced, and two trees in parking islands will be removed. Compliance with parking lot landscaping standards will be reviewed at the site plan stage, including Landscaping and Tree Requirements Within Parking Areas (14-5A-5I). Because of these standards, additional tree islands may be required. •The Conditional Zoning Agreement requires that any structure with canopies, including the proposed kiosk, shall be of a quality design appropriate for property near residential neighborhoods with features such as stone and masonry materials, standing seam metal roofs, and muted colors. The Design Review Committee must review and approve prior to issuance a building permit. •The proposed improvements will help maintain the safety of those utilizing the walkways and will not diminish the design quality of the streetscape nor the pedestrian environment. (2)Drive-through lanes, bays, and stacking spaces shall be screened from views from the street and adjacent properties to the S2 standard. If the drive-through is located adjacent to a residential use or property zoned residential, it must be screened from view of these properties to at least the S3 standard. To preserve the pedestrian oriented character of streets in the CB-2 zone and the riverfront crossings district, the board may require the drive-through to be incorporated within the building or be screened with masonry street walls and landscaping. Street walls shall be a minimum of five feet (5') in height and shall be designe d to complement the principal building on the site. FINDINGS: •Landscaping along St. Clement Street shall be replaced to the S3 standard. •Part of the drive-through lanes would be screened by the proposed kiosk, while the remainder will be screened by the future landscaping. (3)Multiple windows servicing a single stacking lane (e.g., order board, payment window, pick up window) should be considered to reduce the amount of idling on the site. 7 FINDINGS: •The drive-through facility is proposed for pick-up only. •Incremental time slots for customers are used to help plan orders and reduce idling on the site. •Employees load customers’ cars, so while doors are included in the façade of the kiosk, no service windows are provided. (4)Stacking spaces, driveways, and drive-through windows shall be located to minimize potential for vehicular and pedestrian conflicts and shall be integrated into the surrounding landscape and streetscape design of the neighborhood in which it is located. FINDINGS: •No new vehicular and pedestrian conflicts are created by the proposed drive- through facility, except for demarcated areas where employees will load vehicles. •Some conflicts may arise between vehicles accessing the drive-through lanes and vehicles accessing nearby parking, but there is adequate room for vehicles to maneuver and adequate signage and pavement markings to direct traffic. •The Design Review required by the Conditional Zoning Agreement will ensure the building is also integrated into the surrounding streetscape. •The proposed facility will be similar to the current parking spaces on the site as both are auto-oriented uses, so the proposed use will retain consistent design. (5)Lighting for the drive-through facility must comply with the outdoor lighting standards set forth in chapter 5, article G of this title and must be designed to prevent light trespass and glare onto neighboring residential properties. FINDINGS: •A photometric plan was submitted as part of the application. •Staff shall review any new lighting for the site in compliance with current code standards as part of the site plan review process. (6)(Repealed by Ordinance No. 16-4685 on 11-15-2016) (7)Loudspeakers or intercom systems, if allowed, should be located and directed to minimize disturbance to adjacent uses. Special consideration should be given to locations adjacent to residential uses to ensure such systems do not diminish the residential character of the neighborhood. FINDINGS: •No loudspeakers or intercom systems are part of this project. •Staff recommends a condition that no external loudspeakers or intercom systems be installed in the future to mitigate potential future issues associated with noise. General Standards: 14-4B-3: Special Exception Review Requirements: 1.The specific proposed exception will not be detrimental to or endanger the public health, safety, comfort or general welfare. 8 FINDINGS: • The proposed drive-through facility is not expected to increase vehicular traffic to the site, as it is anticipated that drive-through trips will primarily replace in-store trips. • Vehicular circulation and access are adequate to the accommodate drive-through traffic as long as they conform to the site plan as submitted. • To ensure a smooth flow of traffic, staff recommends a condition that drive-through lanes remain pick-up only. • No new vehicular and pedestrian conflicts are created by the proposed drive-through facility, except for areas where employees will load vehicles. • While there may be some potential conflicts between vehicles that are parking and vehicles that are utilizing the drive-through lanes, there is adequate room to maneuver, and pavement markings and signage are sufficient to ensure safe traffic flows. 2. The specific proposed exception will not be injurious to the use and enjoyment of other property in the immediate vicinity and will not substantially diminish or impair property values in the neighborhood. FINDINGS: • Screening to the north will mitigate impacts to the streetscape and adjacent properties. • The Conditional Zoning Agreement requires that any structure with canopies, including the proposed kiosk, shall be of a quality design appropriate for property near residential neighborhoods with features such as stone and masonry materials, standing seam metal roofs, and muted colors. The Design Review Committee must review and approve prior to issuance a building permit. • Because the proposed facility is adjacent to residential uses, staff recommends a condition that hours of operation be limited from 6:00 am to 9:00 pm weekdays and from 6:00 am to 10:00 pm weekends to mitigate any potential impacts due to noise. • No loudspeakers or intercom systems are part of this project. 3. Establishment of the specific proposed exception will not impede the normal and orderly development and improvement of the surrounding property for uses permitted in the district in which such property is located. FINDINGS: • The surrounding neighborhood is already fully developed with a mix of residential, commercial, and institutional uses. • Future redevelopment and improvement of adjacent properties will not be affected. 4. Adequate utilities, access roads, drainage and/or necessary facilities have been or are being provided. FINDINGS: • Sufficient utilities, access roads, and necessary facilities are established for this neighborhood and can meet the proposed site requirements. • Pedestrian access will be maintained between the right-of-way and subject property. • Proposed internal circulation is sufficient for vehicular and pedestrian access. • The project will include relocating the existing Electric Vehicle charging station and light pole/vertical wind turbine. 9 5. Adequate measures have been or will be taken to provide ingress or egress designed to minimize traffic congestion on public streets. FINDINGS: • There is adequate space for 18 vehicles to stack in the drive-through lanes with additional space for overflow. • The proposed drive-through lanes and kiosk are accessed from internal drives and will exit into the parking area. • Signage and pavement markings will help efficiently direct vehicles through the site. • The site plan as proposed is not expected to negatively impact ingress or egress on public streets, nor is traffic expected to increase. 6. Except for the specific regulations and standards applicable to the exception being considered, the specific proposed exception, in all other respects, conforms to the applicable regulations or standards of the zone in which it is to be located. FINDINGS: • The proposed use will replace existing parking spaces. However, the site would retain 215 proposed parking spaces, which is above the parking requirement of 189 spaces. • The proposed project will remove two existing tree planters in the parking area. The standards for Landscaping and Tree Requirements Within Parking Areas (14-5A-5I) require that every parking space is within 40 feet of a small tree or 60 feet of a large tree. Depending on the size of surrounding trees, it is possible that additional tree islands may be needed to ensure compliance with these standards. Staff will review the landscaping plan during site plan review to ensure compliance. • The Conditional Zoning Agreement requires that any structure with canopies, including the proposed kiosk, shall be of a quality design appropriate for property near residential neighborhoods. The Design Review Committee must review and approve prior to issuance a building permit. • Staff will ensure the site design conforms with all other applicable zoning standards and regulations, including screening, lighting, and signage requirements, during the subsequent site plan review. 7. The proposed exception will be consistent with the Comprehensive Plan of the City, as amended. FINDINGS: • The Future Land Use Map of the Comprehensive Plan designates this area as General Commercial, and the Future Land Use Map of the North District Plan designates this area as Retail/Community Commercial. • The Comprehensive Plan supports “encouraging the retention and expansion of existing businesses”. • The current primarily land use of this property is consistent with the Comprehensive and District Plans and will not change because of the proposed special exception. STAFF RECOMMENDATION: Staff recommends approval of EXC21-0003, to allow a drive-through facility for the property located at 1125 N. Dodge Street, subject to the following conditions: 10 1. Substantial compliance with site plan dated June 8, 2021. 2. The drive-through lanes shall remain pick-up only. 3. Installation of external loudspeakers or intercom systems is prohibited. 4. Hours of operation are limited from 6:00 am to 9:00 pm weekdays and from 6:00 am to 10:00 pm weekends. ATTACHMENTS: 1. Location Map 2. Zoning Map 3. Correspondence 4. Application Materials Approved by: _________________________________________________ Danielle Sitzman, AICP, Development Services Coordinator Department of Neighborhood and Development Services September 8, 2021 Board of Adjustment Meeting EXC21-0003 ATTACHMENT 1 Location Map Prepared by Staff N SUMMIT STST MATHIAS ALYST CLEMENT STSTCLEMENTSTKIMBALL AVEPRAIRIE DU CHIEN RDN DODGE STEXC21-00031125 North Dodge St.µ0 0.03 0.060.015 MilesPrepared By: Joshua EngelbrechtDate Prepared: March 2021An application submitted by LT Leon Associates, on behalf of Hy-Vee Inc. for a special exception allowing a kiosk (1150 sq. ft.) and driveǦthrough lanes ˆ‘”‘Ž‹‡’‹…Ǧ—’at 1125 N. Dodge St. September 8, 2021 Board of Adjustment Meeting EXC21-0003 ATTACHMENT 2 Zoning Map Prepared by Staff N SUMMIT STST MATHIAS ALYST CLEMENT STSTCLEMENTSTKIMBALL AVEPRAIRIE DU CHIEN RDN DODGE STRS8RS5RS8CN1CC2RS8RS8P1RS5RM12RM12CC2RS8CC2EXC21-00031125 North Dodge St.µ0 0.03 0.060.015 MilesPrepared By: Joshua EngelbrechtDate Prepared: March 2021An application submitted by LT Leon Associates, on behalf of Hy-Vee Inc. for a special exception allowing a kiosk (1150 sq. ft.) and drive through lanes located at 1125 N. Dodge St. September 8, 2021 Board of Adjustment Meeting EXC21-0003 ATTACHMENT 3 Correspondence Submitted by the Identified Party 5 00 E L o cu s t S t r e e t , S u i t e 4 00 DE S M OI N E S I A 5 03 09 P 5 1 5 .4 2 2 .7 01 6 www .l t l eo n .co m August 31, 2021 City of Iowa City Hy-Vee Iowa City # 3 Aisles Online Drive Through Lanes and Kiosk 1125 N Dodge , Iowa City, Iowa RE: Response to City Comments (EXC21-0003) received from Kirk Lehmann 8/24/2021 1. Please update the site plan on case file EXC21-0003 to include the revised site plan approved as part of the recent rezoning (REZ21-0004). The revised and approved site plan has been uploaded to the case file EX21-0003. 2. Tree requirements within parking areas (14-5A-5I) will need to be considered to ensure the parking lot remains compliant with City standards after the proposed removal of the two trees; any new trees required should be shown on the site plan. Hy-Vee will revise the site landscape plan as needed during the site review process to ensure compliance with the City standards. 3. Note that the Conditional Zoning Agreement requires that any building or structure including canopies shall be of a quality design appropriate for property abutting a residential neighborhood, including features such as stone and masonry materials, standing seam metal roofs, and muted colors. The design of any buildings as well as associated structures and facilities must be presented to and approved by the Design Review Committee prior to the City issuing a building permit. Noted. 4. Staff is considering a few recommended conditions for approval, including the following: a. Substantial compliance with the site plan. Noted. b. Requiring that the drive-throughs remain pick-up only (and no future installation of external loudspeakers or intercom systems). Noted. c. Hours of operation are limited to 5:00 am to 9:00 pm weekdays and 5:00 am to 10:00 pm weekends. Noted. Prepared by LT Leon Associates, Inc. Mailing Name Mailing Address2 Mailing Address3 Mailing Zip Code Property Address City (mail) Zip Code WADE INVESTMENTS LLC 518 BOWERY ST IOWA CITY, IA 52240 1120 N DODGE ST IOWA CITY 52245 JIMMIE F MCFALL 951 MILLER AVE IOWA CITY, IA 52246 1116 N DODGE ST IOWA CITY 52245 BRADLEY J & DELILAH CAHOON 24 QUINCENT CT IOWA CITY, IA 52245 1108 N DODGE ST IOWA CITY 52245 LINDA L KUNCL 2733 LINDEN RD IOWA CITY, IA 52245 1030 N SUMMIT ST IOWA CITY 52245 CRUISE APARTMENTS LC 1106 N DODGE ST IOWA CITY, IA 52245 1106 N DODGE ST IOWA CITY 52245 JESSE CASE 717 KIMBALL AVE IOWA CITY, IA 52245 717 KIMBALL AVE IOWA CITY 52245 WILLIAM G GERHARD 5134 RAPID CREEK RD IOWA CITY, IA 52240 1109 PRAIRIE DU CHIEN RD IOWA CITY 52245 SARAH J SALAZAR & ANTONIO M SA 1026 ST CLEMENT ST IOWA CITY, IA 52245 1026 ST CLEMENT ST IOWA CITY 52245 ST JOSEPH CEMETERY 1122 N DODGE ST IOWA CITY, IA 52240 DAVID MCFERREN 808 S GILBERT CT IOWA CITY, IA 52240 1101 PRAIRIE DU CHIEN RD IOWA CITY 52245 JAMES C SHAW 718 KIMBALL AVE IOWA CITY, IA 52245 1103 PRAIRIE DU CHIEN RD IOWA CITY 52245 GERALD R & MARY ELLEN STAMP 1029 N DODGE ST IOWA CITY, IA 52245 1029 N DODGE ST IOWA CITY 52245 1114 N DODGE STREET LLC PO BOX 464 NORTH LIBERTY, IA 52317 1114 N DODGE ST IOWA CITY 52245 TRUYEN N NGUYEN 1112 N DODGE ST IOWA CITY, IA 52245 1112 N DODGE ST IOWA CITY 52245 CITY OF IOWA CITY 410 E WASHINGTON ST IOWA CITY, IA 52240-1826 JOSEPH M GAFFEY 226 OBERLIN ST IOWA CITY, IA 52245 1109 ST CLEMENT ST IOWA CITY 52245 EVELYN L STANSKE 1114 PRAIRIE DU CHIEN RD IOWA CITY, IA 52245 1114 PRAIRIE DU CHIEN RD IOWA CITY 52245 ROBERT JOHN LAMKINS 1266 PRAIRIE GRASS LN IOWA CITY, IA 52246 1118 PRAIRIE DU CHIEN RD IOWA CITY 52245 ROBERT P GAFFEY 1565 TIMBERWOLF DR NORTH LIBERTY, IA 52317 1113 ST CLEMENT ST IOWA CITY 52245 AUDITOR'S OFFICE 913 S DUBUQUE ST STE 101 IOWA CITY, IA 52240 RODNEY R STRAMPE 1117 ST CLEMENT ST IOWA CITY, IA 52245 1117 ST CLEMENT ST IOWA CITY 52245 ANNE K VENTULLO 1128 PRAIRIE DU CHIEN RD IOWA CITY, IA 52245 1128 PRAIRIE DU CHIEN RD IOWA CITY 52245 MINYON ROSE RITTGERS EASTON 1144 KYLE DR NE IOWA CITY, IA 52240 1131 ST CLEMENT ST IOWA CITY 52245 NICHOLAS & BENJAMIN KRIZ 1122 ST CLEMENT ST IOWA CITY, IA 52245 ST CLEMENT ST IOWA CITY 52245 CONSOLIDATED PROPERTIES INC 321 E MARKET ST #107 IOWA CITY, IA 52245 KATHERINE BEAUCHAMP 1115 PRAIRIE DU CHIEN RD IOWA CITY, IA 52245 1115 PRAIRIE DU CHIEN RD IOWA CITY 52245 THOMAS M SCHMIDT 1515 DUBUQUE RD IOWA CITY, IA 52245 1515 N DUBUQUE RD IOWA CITY 52245 HY-VEE FOOD STORES INC 5820 WESTOWN PARKWAY WEST DES MOINES, IA 50266 1201 N DODGE ST IOWA CITY 52245 GLICK PROPERTIES LLC 2570 SUGAR BOTTOM RD NE SOLON, IA 52333 1116 ST CLEMENT ST IOWA CITY 52245 RICHARD T GREEN 1126 ST CLEMENT ST IOWA CITY, IA 52245 1126 ST CLEMENT ST IOWA CITY 52245 GLICK PROPERTIES 2570 SUGAR BOTTOM RD NE SOLON, IA 52333 1120 ST CLEMENT ST IOWA CITY 52245 NATHAN S ALLEN 5820 WESTOWN PARKWAY WEST DES MOINES, IA 50266 1125 N DODGE ST IOWA CITY 52245 CONSTANCE M FREY 19 CAROLINE CT IOWA CITY, IA 52245 JAMES R III & TAMMY M GOSS 1039 ST CLEMENT ST IOWA CITY, IA 52245 1039 ST CLEMENT ST IOWA CITY 52245 September 8, 2021 Board of Adjustment Meeting EXC21-0003 ATTACHMENT 4 Special Exception Application Submitted by the Applicant Project Description: As Hy-Vee anticipates a steady increase in online orders in the coming years, they are requesting approval to install a permanent installation with kiosk, canopy, and drive through lanes for pick- up service in their parking lot. SHEET INDEXC0.0 COVER SHEET C1.0 DEMOLITION PLANC2.0 OVERALL SITE PLANC2.1 SITE PLANC3.0 GRADING & UTILITY PLANC3.1 PHOTOMETRIC PLANC4.0 PLANTING PLANC4.1 OVERALL LANDSCAPE PLANC4.2 PLANTING NOTES AND DETAILSC5.0 CONSTRUCTION DETAILSC5.1 CONSTRUCTION DETAILSC5.2 CONSTRUCTION DETAILSREGULATORY AGENCIESFIRE CHIEFJOHN GRIER: 319-356-5256POLICE CAPTAINBILL CAMPBELL: 319-356-5286PUBLIC WORKS DIRECTORRON KNOCHE: 319-356-5146CITY ENGINEERJASON HAVEL: 319-356-5410CITY MANAGERGEOFF FRUIN: 319-356-5013NOT TO SCALESITE LOCATION MAPEMPLOYEE OWNED FOOD STORESC0.0REVDATEDESCRIPTION CITY SUBMITTAL #2 - 06/08/2021 SITE CONSTRUCTION DOCUMENT PACKAGE AND OPD PLAN PLANS ISSUEDIOWA CITY #3 HY-VEE AISLES ONLINE 1125 NORTH DODGE STREETIOWA CITY, IA 52245DEVELOPER/APPLICANTHY-VEE, INC.5820 WESTOWN PARKWAYWEST DES MOINES, IOWA 50266515-267-2800ATTN: JOHN BREHMCIVIL ENGINEER/LANDSCAPE ARCHITECTLT LEON ASSOCIATES, INC.500 EAST LOCUST STREET, SUITE 400DES MOINES, IOWA 50309515-422-7016ATTN: LUIS LEONSHOP DRAWINGS REQUIREDPRIOR TO INSTALLATIONUTILITIES(DIVISION 5) WATER MAIN APPURTENANCES:WATER MAINS AND APPURTENANCES(DIVISION 4) SEWERS AND DRAINS:SANITARY SEWER AND STORM SEWER(DIVISION 6) STRUCTURES FOR SANITARY ANDSTORM SEWER:SANITARY SEWER MANHOLESSTORM SEWER CLEANOUTSTORM SEWER INTAKEEROSION AND SEDIMENT CONTROL(SECTION 9040) SILT FENCE(SECTION 9040) INLET PROTECTION NOTES1.2021 SUDAS STANDARDSPECIFICATIONS AREAPPLICABLE TO THISPROJECT.SHOP DRAWINGS REQUIREDPRIOR TO INSTALLATIONDIVISION 2: EARTHWORK(SECTION 2010) FILL:PRODUCT DATAMATERIAL SOURCEEXTERIOR IMPROVEMENTS(SECTION 7010) CONCRETE PAVING:LIGHT DUTY MIX DESIGNHEAVY DUTY MIX DESIGNPAVING PHASING PLAN LAYOUTPAVING JOINT PLAN LAYOUTCURE COMPOUND PRODUCT DATA(SECTION 7010) CONCRETE PAVING JOINTSEALANTS:TAR JOINT SEALANT PRODUCT DATA(SECTION 7010) CURBS AND GUTTERS:CURB AND GUTTER DESIGN MIX(SECTION 7030) SIDEWALKS:SIDEWALK MIX DESIGNPAVEMENT MARKINGS:PAVEMENT MARKING PRODUCT DATABOLLARDS:PRODUCT DATAIRRIGATION:IRRIGATION CONTROLS PRODUCT DATAIRRIGATION LAYOUT(SECTION 9030) PLANTINGS:PLANT SUBSTITUTION SCHEDULEMULCH PRODUCT DATA(SECTION 2010) SOIL PREPARATION:AMEND SOIL MIX(SECTION 9010) SEEDING:SEEDING PRODUCT DATA(SECTION 9020) SOD:SOD PRODUCT DATAPages or sheets covered by this seal:SignatureDateI hereby certify that this engineering document wasprepared by me or under my direct personal supervisionand that I am a duly licensed Professional Engineerunder the laws of the State of Iowa.Iowa License Number 18685Luis T. Leon, P.E.My license renewal date is December 31, 2021.I HEREBY CERTIFY THAT THIS TECHNICAL DOCUMENT WASPREPARED BY ME OR UNDER MY DIRECT PERSONALSUPERVISION AND RESPONSIBLE CHARGE AND THAT I AM ADULY LICENSED PROFESSIONAL LANDSCAPE ARCHITECTUNDER THE LAWS OF THE STATE OF IOWA.RACHEL A. HARRIS, PLA #LA00775SIGNATUREDATEDISCIPLINE: LANDSCAPE ARCHITECTREGISTRATION EXPIRES: JUNE 22, 2022PAGES OR SHEETS COVERED BY THIS SEAL:ALL SHEETS EXCEPT C3.1, C4.0, C4.1, and4.2C4.0, C4.1, and C4.2OWNERHURD IOWA CITY, LLC2000 FULLER RDWEST DES MOINES, IA 50265UTILITY CONTACTSSTATE ONE CALL800-292-8989GAS AND ELECTRICMIDAMERICAN GAS319-341-4461MIDAMERICAN ELECTRIC319-341-4425TELEPHONE/CABLECENTURYLINK: 918-547-0147IMON: 319-200-7740AUREON: 515-830-0445MEDIACOM: 319-594-6201UNITE: 816-425-3556CITYCITY OF IOWA CITY: 319-356-5163UNIVERSITY OF IOWACHRIS-HATLAND@UIOWA.EDUPRELIMINARYNOT FOR CONSTRUCTIONPROJECTAREAPRAIRIE DU CHIEN RD.N DODGE ST . N O R T H KIMBALL AVE.ST CLEMENT ST . LOT 1LOT 2OUTLOT "A"ST. CLEMENT STREET ST. CLEMENT STREET N DODGE STREETUEUEUEUEUE 6W6W6W6W34125678111291015161314RB @RD #2 11'(<0.0994)XXXXTYPICAL TREE PROTECTION1NOT TO SCALEEXISTING GRADEMETAL FENCE POSTS, SPACEA MINIMUM OF 5' APART AT DRIPLINEORANGE MESH CONSTRUCTIONFENCINGOUTLINE OF TREE CROWNEDGE OF DRIP LINE CORRESPONDSWITH ROOF SPREADDRIP LINE DRIP LINE N O R T H CALL 811 / 1-800-292-89892 Working Days BEFORE YOU DIGDigSafeWait48.comIOWAONE CALLDEMO LEGENDXDEMOLITION NOTES1. CONTRACTOR SHALL NOTIFY THE CITY OF IOWA CITY A MINIMUM OF TWOWEEKS IN ADVANCE PRIOR TO ANY WORK WITHIN THE PUBLICRIGHT-OF-WAY. THE CONTRACTOR SHALL SUBMIT TO THE CITY A TRAFFICCONTROL PLAN AND CONSTRUCTION SCHEDULE AND RECEIVE APPROVALAND ANY NECESSARY PERMITS FROM THE CITY PRIOR TO WORKING IN THEPUBLIC WAY.2. REMOVAL OR ABANDONMENT OF PUBLIC UTILITIES SHALL BE FULLYCOORDINATED WITH APPROPRIATE UTILITY SUPPLIER AND REGULATORYAGENCIES.3. ALL CONSTRUCTION/DEMOLITION DEBRIS SHALL BE DISPOSED OF OFFSITE IN FULL COMPLIANCE WITH CURRENT ENVIRONMENTAL REGULATIONS.4. PROTECT ADJACENT PROPERTY DURING DEMOLITION.5. PROTECT EXISTING UTILITIES WHICH ARE TO REMAIN. THE LOCATIONSOF ALL UTILITIES INDICATED ON THE PLANS ARE TAKEN FROM EXISTINGRECORDS. THE EXACT LOCATION AND ELEVATION OF ALL UTILITIES MUSTBE DETERMINED BY THE CONTRACTOR. IT SHALL BE THE DUTY OF THECONTRACTOR TO ASCERTAIN WHETHER ANY ADDITIONAL FACILITIESOTHER THAN THOSE SHOWN MAY BE PRESENT.6. REMOVE ALL DESIGNATED STREETS, DRIVEWAYS, ETC. IN THEIRENTIRETY. BACKFILL ALL EXCAVATIONS WITH COHESIVE MATERIALCOMPACTED TO 98% STANDARD PROCTOR DENSITY. BACKFILLING TO BEOBSERVED BY GEOTECHNICAL ENGINEER EMPLOYED BY OWNER.7. ALL UNDERGROUND AND OVERHEAD UTILITIES WITHIN PROPOSEDBUILDING AREA LIMITS ARE TO BE REMOVED ENTIRELY. UTILITIES OUTSIDETHE BUILDING AREA LIMITS MAY BE ABANDONED IN ACCORDANCE WITHUTILITY SUPPLIER REQUIREMENTS.8. DEMOLITION NOTES AS SHOWN ON THE PLAN ARE NOT ALL INCLUSIVE.CONTRACTOR TO ABANDON IN PLACE OR REMOVE AND DISPOSE OF ALLEXISTING SITE IMPROVEMENTS ABOVE AND BELOW GROUND TO COMPLYWITH THE GENERAL INTENT OF THIS DOCUMENT.9. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UTILITIESPRIOR TO CONSTRUCTION, BOTH PUBLIC AND PRIVATE.10. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND SALVAGINGANY IRRIGATION COMPONENTS AND ADJUSTING IRRIGATION AS REQUIREDFOR OPERATION ON REMAINDER OF SITE DURING CONSTRUCTION.11. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING SITEDEMOLITION WITH BUILDING DEMOLITION PRIOR TO CONSTRUCTION.12. ALL PRUNING SHALL BE PERFORMED BY A CERTIFIED ARBORIST. LIMBUP EXISTING TREES SO THAT MINIMUM CLEARANCE FOR A PEDESTRIAN IS 7FOOT ABOVE GRADE. PRUNE ALL DEAD, DAMAGED, AND CROSSINGBRANCHES AT THE BRANCH COLLAR. PRUNE NO MORE THAN 14 OF ANYTREE IN A CALENDAR YEAR. DO NOT PRUNE IN MONTHS OF APRIL OR MAY.60'40'020'GRAPHIC SCALEPages or sheets covered by this seal:SignatureDateI hereby certify that this engineering document wasprepared by me or under my direct personal supervisionand that I am a duly licensed Professional Engineerunder the laws of the State of Iowa.Iowa License Number 18685Luis T. Leon, P.E.My license renewal date is December 31, 2021.REMPLOYEE OWNEDHY-VEE, INC.5820 WESTOWN PARKWAYWEST DES MOINES, IOWA 50266P 515-267-2800F 515-267-2935LOCATION IOWA CITY #3 AISLES ONLINE 1125 NORTH DODGE STREETDRAWN BYDATESCALESHEETREVISIONS DATE DRAWN BYJOB NUMBERC1.0DEMOLITIONPLANC1.0PRELIMINARYNOT FOR CONSTRUCTION LOT 1LOT 2OUTLOT "A"ST. CLEMENT STREETST. CLEMENT STREETPRAIRIE DU CHIEN ROAD N DODGE STREETN DODGE STREET34125678111291015161314123213 75EVEV16Pages or sheets covered by this seal:SignatureDateI hereby certify that this engineering document wasprepared by me or under my direct personal supervisionand that I am a duly licensed Professional Engineerunder the laws of the State of Iowa.Iowa License Number 18685Luis T. Leon, P.E.My license renewal date is December 31, 2021.REMPLOYEE OWNEDHY-VEE, INC.5820 WESTOWN PARKWAYWEST DES MOINES, IOWA 50266P 515-267-2800F 515-267-2935LOCATION IOWA CITY #3 AISLES ONLINE 1125 NORTH DODGE STREETDRAWN BYDATESCALESHEETREVISIONS DATE DRAWN BYJOB NUMBERC2.0OVERALL SITEPLANC2.0N O R T HCALL 811 / 1-800-292-89892 Working Days BEFORE YOU DIGDigSafeWait48.comIOWAONE CALL150'100'050'GRAPHIC SCALELEGENDPROPERTY LINE8" PCCEASEMENT LINE6" PCCSETBACK LINE4" PCC/SIDEWALKCONSTRUCTION LIMITSTYPTYPICALTRAFFIC SIGNAGEBOLLARDPRIMARY AND ACCESORY BUILDINGSETBACKSFRONT YARD: 10'SIDE YARD: 0'REAR YARD: 0'ZONINGCOMMUNITY COMMERCIAL (CC2)IMPERVIOUS SURFACE CALCULATIONSHY-VEE FOOD STORE(LOT 1):TOTAL AREA = 273,121 SF (6.27 AC)BUILDINGEXISTING =57,078 SF (20.89%)PROPOSED = 58,228 SF (21.32%)PAVING = EXISTING = 129,619 SF (47.46%)PROPOSED =129,158 SF (47.29%)OPEN SPACE (X% OR X SF REQUIRED):TOTAL EXISTING =86,863 SF (31.80%)INTERIOR EXISTING =9,538 SF (3.49%)TOTAL PROPOSED = 86,174 SF (31.55%)INTERIOR PROPOSED = 8,849 SF (3.24%)PARKING REQUIREMENTSPARKING SETBACKS:FRONT: 10' FROM ANY FRONT ORSIDE STREET LOT LINESSIDE & REAR: 5' FROM ANY SIDEOR REAR LOT LINEPARKING STALLS REQUIRED: 1/300 SFGROCERY:247 EXISTING189 REQUIREDTOTAL PARKING PROPOSED: 215GENERAL NOTES1. PROTECT EXISTING STRUCTURES ANDADJACENT PROPERTY DURINGCONSTRUCTION.2. PROTECT EXISTING UTILITIES DURINGCONSTRUCTION.3. THE LOCATIONS OF ALL UTILITIESINDICATED ON THE PLANS ARE TAKEN FROMEXISTING RECORDS. THE EXACT LOCATIONAND ELEVATION OF ALL UTILITIES MUST BEDETERMINED BY THE CONTRACTOR. ITSHALL BE THE DUTY OF THE CONTRACTORTO ASCERTAIN WHETHER ANY ADDITIONALUTILITIES OTHER THAN THOSE SHOWN ONTHE PLAN MAY BE PRESENT.4. ALL DIMENSIONS TO BACK-OF-CURBUNLESS NOTED OTHERWISE. ALLDIMENSIONS TO BE FIELD VERIFIED.5. CONTRACTOR TO VERIFY BUILDINGDIMENSIONS WITH ARCHITECTURAL PLANS.6. ALL SLOPES IN PAVEMENT SHALL BEUNIFORM TO AVOID PONDING.7. UNLESS DETAILED OR NOTEDOTHERWISE, PROVIDE 1" PRE-MOLDEDEXPANSION JOINT MATERIAL WHERECONCRETE IS POURED AGAINST BUILDING.PROVIDE 1" EXPANSION MATERIAL WHERECONCRETE IS POURED AGAINST EXISTINGCONCRETE. SET PRE-MOLDED MATERIALTIGHT AGAINST BUILDING AND/ORCONCRETE TO ELIMINATE VOIDS.8. FINISH GRADES SHOWN ARE TO TOP OFPAVING, SIDEWALKS, OR FINISH GRADE.9. STAGING LOCATION FOR CONSTRUCTIONEQUIPMENT AND MATERIALS TO BECOORDINATED WITH AND APPROVED BYTHE OWNER.10. CITY OF IOWA CITY SPECIFICATIONS ANDSUDAS SPECIFICATIONS ALL APPLY TOTHESE PLANS.11. CHANGES TO THESE PLANS SHALL BEAPPROVED BY THE CITY OF IOWA CITY INWRITING.12. THE CONTRACTOR IS RESPONSIBLE FORANY CHANGES DURING CONSTRUCTIONTHAT HAVE NOT BEEN GRANTED APPROVALIN WRITING BY THE CITY OF IOWA CITY.13. FIRE DEPARTMENT ACCESS WITHIN 1OOFEET OF ALL PORTIONS OF THE BUILDING ISREQUIRED AT THE TIME THE BUILDINGBEGINS VERTICAL CONSTRUCTION.14. ALL PROPOSED PAVEMENT IS PRIVATE.SITE PLAN NOTES1. SIDEWALKS: INSTALL WHERE INDICATED ONPLANS. ALL NEW SIDEWALK SLABS SHALL BEA MINIMUM OF 4 INCHES THICK. CONCRETETO HAVE A COMPRESSIVE STRENGTH OF 4000PSI AT 28 DAYS WITH 5 PERCENT AIRENTRAINMENT AND LIMESTONEAGGREGATE-3/4" MAXIMUM SIZE. MAXIMUMSUBSTITUTION OF FLY ASH IS 15%. FLY ASHSHALL CONFORM TO ASTM C618 CLASS C.PROVIDE CONTROL JOINTS AT 6'-0" O/CMAXIMUM UNLESS OTHERWISE NOTED.2. ROADS, PARKING SURFACES, AND CURBS:INSTALL WHERE INDICATED ON PLANS.CONCRETE SHALL HAVE A MINIMUMCOMPRESSIVE STRENGTH OF 4000 PSI AT 28DAYS WITH 5 PERCENT AIR ENTRAINMENTAND LIMESTONE AGGREGATE 1-1/2 INCHMAXIMUM SIZE. MAXIMUM SUBSTITUTION OFFLY ASH IS 15%. FLY ASH SHALL CONFORMTO ASTM C618 CLASS C. PROVIDE CONTROLJOINTS AT 12'-0" O/C (N & S) MAXIMUM UNLESSNOTED OTHERWISE.3. PERFORM CONCRETE WORK INACCORDANCE WITH ACI 301 AND ACI 318.CONFORM TO ACI 305 DURING HOT WEATHERAND ACI 306.1 DURING COLD WEATHER.4. CONCRETE FINISH: MEDIUM BROOM5. BACKER ROD: DO NOT USE BACKER ROD6. CURING AGENT: RESIN BASED, MEMBRANEFORMING COMPOUND COMPLYING WITHASTM C309, TYPE 17. SIDEWALK JOINT SEALANT: SELF-LEVELINGPOLYURETHANE GUN GRADE SEALANT.COLOR: GRAY.8.ROADS, PARKING, AND CURB JOINTSEALANT: HOT POURED JOINT SEALANTCOMPOSED OF PETROPOLYMERS MEETINGREQUIREMENTS OF ASTM D 3405. FILL JOINTSFULL.9. CONCRETE TESTING: CORE COMPRESSIVEAND DEPTH TESTING AT 10 RANDOMLOCATIONS CHOSEN BY OWNERREPRESENTATIVE AT COMPLETION OFEXTERIOR CONCRETE WORK. TESTING SHALLBE DONE FOR COMPLIANCE WITH ACI 318 ANDIN ACCORDANCE WITH ASTM C24/C42M.10. SEE ARCHITECTURAL PLANS FORBOLLARD LOCATIONS. BOLLARD LOCATIONSMUST BE COORDINATED WITH ANDAPPROVED BY THE HY-VEE SITE WORKREPRESENTATIVE PRIOR TO BEGINNINGWORK.11. SEE STRUCTURAL PLANS AND SOILSREPORT FOR ANY SPECIAL EXCAVATION ANDFILL REQUIREMENTS.12. CONTRACTOR SHALL SUBMIT A JOINTINGPLAN FOR REVIEW PRIOR TO FORMINGPAVEMENTS.PAINTING SPECIFICATIONS1. PAINT TRAFFIC DIRECTION ARROWS,PARKING STRIPES, AND HANDICAP SYMBOLS"TRAFFIC YELLOW". UNLESS OTHERWISENOTED ON PLANS AND DETAILS.2. PAINT SHALL BE LEAD FREEWATERBORNE TRAFFIC AND HIGHWAYMARKING PAINT UC-3586 YELLOW ASMANUFACTURED BY DIAMOND VOGELPAINTS OR EQUIVALENT UNLESSOTHERWISE NOTED ON PLANS AND DETAILS.3. PROVIDE FOUNDRY GRADE SILICA SANDTHAT MEETS A 50/60 GRADED SAND WHENTESTED ACCORDING TO ASTM C-136.4. BEFORE APPLICATION OF PAINT,PAINTING SURFACE MUST BE DRY AND FREEFROM DIRT, GREASE, OIL, OR OTHERMATERIAL THAT WOULD REDUCE THE BONDBETWEEN THE PAVEMENT AND PAINT.CLEAN THE AREA TO BE PAINTED BYSWEEPING OR COMPRESSED AIR.5. APPLY PAINT AT LOCATIONS,DIMENSIONS, AND SPACING SHOWN ON THEPLANS.6. MIX PAINT IN ACCORDANCE WITHMANUFACTURER'S INSTRUCTIONS ANDAPPLY AT THE RATE OF 115 SF/GALLON. THEADDITION OF THINNER WILL NOT BEPERMITTED.7. APPLY SILICA SAND AT 4LBS/GALLON OFPAINT IMMEDIATELY AFTER THEAPPLICATION OF PAINT. SILICA SAND SHALLADHERE TO THE CURED PAINT PRIOR TOFINAL ACCEPTANCE AND PAYMENT.8. PROTECT ALL MARKINGS FROM DAMAGEUNTIL PAINT IS DRY.FLOOD ZONE DESIGNATIONPROPERTY IS LOCATED IN ZONE 'X' ONTHE NATIONAL FLOOD INSURANCEPROGRAM FLOOD INSURANCE RATE MAP19103C0195E EFFECTIVE 2/16/2007.LEGAL DESCRIPTIONLOTS 1 AND 2, ROBERTS DAIRY ADDITION, IOWA CITY,JOHNSON COUNTY, IOWA ACCORDING TO THE PLAT THEROFRECORDED IN BOOK 58, PAGE 334, PLAT RECORDS OFJOHNSON COUNTY, IOWASENSITIVE AREASTHERE ARE NO DEFINED OR REGULATED SENSITIVE AREAS CONTAINEDWITHIN THE PROPERTYAS DEFINED IN MUNICIPAL CODE SECTION 14-5I-2.PRELIMINARYNOT FOR CONSTRUCTION LOT 1LOT 2OUTLOT "A"ST. CLEMENT STREET ST. CLEMENT STREET N DODGE STREET341256781112910151613141 2 3 2 1 3 75EVEV16N O R T HCALL 811 / 1-800-292-89892 Working Days BEFORE YOU DIGDigSafeWait48.comIOWAONE CALL60'40'020'GRAPHIC SCALEPRELIMINARYNOT FOR CONSTRUCTIONLEGENDPROPERTY LINE8" PCCEASEMENT LINE6" PCCSETBACK LINE4" PCC/SIDEWALKCONSTRUCTION LIMITSTYPTYPICALTRAFFIC SIGNAGEBOLLARDPRIMARY AND ACCESORY BUILDINGSETBACKSFRONT YARD: 10'SIDE YARD: 0'REAR YARD: 0'ZONINGCOMMUNITY COMMERCIAL (CC2)GENERAL NOTES1. PROTECT EXISTING STRUCTURES ANDADJACENT PROPERTY DURINGCONSTRUCTION.2. PROTECT EXISTING UTILITIES DURINGCONSTRUCTION.3. THE LOCATIONS OF ALL UTILITIESINDICATED ON THE PLANS ARE TAKEN FROMEXISTING RECORDS. THE EXACT LOCATIONAND ELEVATION OF ALL UTILITIES MUST BEDETERMINED BY THE CONTRACTOR. ITSHALL BE THE DUTY OF THE CONTRACTORTO ASCERTAIN WHETHER ANY ADDITIONALUTILITIES OTHER THAN THOSE SHOWN ONTHE PLAN MAY BE PRESENT.4. ALL DIMENSIONS TO BACK-OF-CURBUNLESS NOTED OTHERWISE. ALLDIMENSIONS TO BE FIELD VERIFIED.5. CONTRACTOR TO VERIFY BUILDINGDIMENSIONS WITH ARCHITECTURAL PLANS.6. ALL SLOPES IN PAVEMENT SHALL BEUNIFORM TO AVOID PONDING.7. UNLESS DETAILED OR NOTEDOTHERWISE, PROVIDE 1" PRE-MOLDEDEXPANSION JOINT MATERIAL WHERECONCRETE IS POURED AGAINST BUILDING.PROVIDE 1" EXPANSION MATERIAL WHERECONCRETE IS POURED AGAINST EXISTINGCONCRETE. SET PRE-MOLDED MATERIALTIGHT AGAINST BUILDING AND/ORCONCRETE TO ELIMINATE VOIDS.8. FINISH GRADES SHOWN ARE TO TOP OFPAVING, SIDEWALKS, OR FINISH GRADE.9. STAGING LOCATION FOR CONSTRUCTIONEQUIPMENT AND MATERIALS TO BECOORDINATED WITH AND APPROVED BYTHE OWNER.10. CITY OF IOWA CITY SPECIFICATIONS ANDSUDAS SPECIFICATIONS ALL APPLY TOTHESE PLANS.11. CHANGES TO THESE PLANS SHALL BEAPPROVED BY THE CITY OF IOWA CITY INWRITING.12. THE CONTRACTOR IS RESPONSIBLE FORANY CHANGES DURING CONSTRUCTIONTHAT HAVE NOT BEEN GRANTED APPROVALIN WRITING BY THE CITY OF IOWA CITY.13. FIRE DEPARTMENT ACCESS WITHIN 1OOFEET OF ALL PORTIONS OF THE BUILDING ISREQUIRED AT THE TIME THE BUILDINGBEGINS VERTICAL CONSTRUCTION.14. ALL PROPOSED PAVEMENT IS PRIVATE.SITE PLAN NOTES1. SIDEWALKS: INSTALL WHERE INDICATED ONPLANS. ALL NEW SIDEWALK SLABS SHALL BEA MINIMUM OF 4 INCHES THICK. CONCRETETO HAVE A COMPRESSIVE STRENGTH OF 4000PSI AT 28 DAYS WITH 5 PERCENT AIRENTRAINMENT AND LIMESTONEAGGREGATE-3/4" MAXIMUM SIZE. MAXIMUMSUBSTITUTION OF FLY ASH IS 15%. FLY ASHSHALL CONFORM TO ASTM C618 CLASS C.PROVIDE CONTROL JOINTS AT 6'-0" O/CMAXIMUM UNLESS OTHERWISE NOTED.2. ROADS, PARKING SURFACES, AND CURBS:INSTALL WHERE INDICATED ON PLANS.CONCRETE SHALL HAVE A MINIMUMCOMPRESSIVE STRENGTH OF 4000 PSI AT 28DAYS WITH 5 PERCENT AIR ENTRAINMENTAND LIMESTONE AGGREGATE 1-1/2 INCHMAXIMUM SIZE. MAXIMUM SUBSTITUTION OFFLY ASH IS 15%. FLY ASH SHALL CONFORMTO ASTM C618 CLASS C. PROVIDE CONTROLJOINTS AT 12'-0" O/C (N & S) MAXIMUM UNLESSNOTED OTHERWISE.3. PERFORM CONCRETE WORK INACCORDANCE WITH ACI 301 AND ACI 318.CONFORM TO ACI 305 DURING HOT WEATHERAND ACI 306.1 DURING COLD WEATHER.4. CONCRETE FINISH: MEDIUM BROOM5. BACKER ROD: DO NOT USE BACKER ROD6. CURING AGENT: RESIN BASED, MEMBRANEFORMING COMPOUND COMPLYING WITHASTM C309, TYPE 17. SIDEWALK JOINT SEALANT: SELF-LEVELINGPOLYURETHANE GUN GRADE SEALANT.COLOR: GRAY.8.ROADS, PARKING, AND CURB JOINTSEALANT: HOT POURED JOINT SEALANTCOMPOSED OF PETROPOLYMERS MEETINGREQUIREMENTS OF ASTM D 3405. FILL JOINTSFULL.9. CONCRETE TESTING: CORE COMPRESSIVEAND DEPTH TESTING AT 10 RANDOMLOCATIONS CHOSEN BY OWNERREPRESENTATIVE AT COMPLETION OFEXTERIOR CONCRETE WORK. TESTING SHALLBE DONE FOR COMPLIANCE WITH ACI 318 ANDIN ACCORDANCE WITH ASTM C24/C42M.10. SEE ARCHITECTURAL PLANS FORBOLLARD LOCATIONS. BOLLARD LOCATIONSMUST BE COORDINATED WITH ANDAPPROVED BY THE HY-VEE SITE WORKREPRESENTATIVE PRIOR TO BEGINNINGWORK.11. SEE STRUCTURAL PLANS AND SOILSREPORT FOR ANY SPECIAL EXCAVATION ANDFILL REQUIREMENTS.12. CONTRACTOR SHALL SUBMIT A JOINTINGPLAN FOR REVIEW PRIOR TO FORMINGPAVEMENTS.PAINTING SPECIFICATIONS1. PAINT TRAFFIC DIRECTION ARROWS,PARKING STRIPES, AND HANDICAP SYMBOLS"TRAFFIC YELLOW". UNLESS OTHERWISENOTED ON PLANS AND DETAILS.2. PAINT SHALL BE LEAD FREEWATERBORNE TRAFFIC AND HIGHWAYMARKING PAINT UC-3586 YELLOW ASMANUFACTURED BY DIAMOND VOGELPAINTS OR EQUIVALENT UNLESSOTHERWISE NOTED ON PLANS AND DETAILS.3. PROVIDE FOUNDRY GRADE SILICA SANDTHAT MEETS A 50/60 GRADED SAND WHENTESTED ACCORDING TO ASTM C-136.4. BEFORE APPLICATION OF PAINT,PAINTING SURFACE MUST BE DRY AND FREEFROM DIRT, GREASE, OIL, OR OTHERMATERIAL THAT WOULD REDUCE THE BONDBETWEEN THE PAVEMENT AND PAINT.CLEAN THE AREA TO BE PAINTED BYSWEEPING OR COMPRESSED AIR.5. APPLY PAINT AT LOCATIONS,DIMENSIONS, AND SPACING SHOWN ON THEPLANS.6. MIX PAINT IN ACCORDANCE WITHMANUFACTURER'S INSTRUCTIONS ANDAPPLY AT THE RATE OF 115 SF/GALLON. THEADDITION OF THINNER WILL NOT BEPERMITTED.7. APPLY SILICA SAND AT 4LBS/GALLON OFPAINT IMMEDIATELY AFTER THEAPPLICATION OF PAINT. SILICA SAND SHALLADHERE TO THE CURED PAINT PRIOR TOFINAL ACCEPTANCE AND PAYMENT.8. PROTECT ALL MARKINGS FROM DAMAGEUNTIL PAINT IS DRY.FLOOD ZONE DESIGNATIONPROPERTY IS LOCATED IN ZONE 'X' ONTHE NATIONAL FLOOD INSURANCEPROGRAM FLOOD INSURANCE RATE MAP19103C0195E EFFECTIVE 2/16/2007.REMPLOYEE OWNEDHY-VEE, INC.5820 WESTOWN PARKWAYWEST DES MOINES, IOWA 50266P 515-267-2800F 515-267-2935LOCATION IOWA CITY #3 AISLES ONLINE 1125 NORTH DODGE STREETDRAWN BYDATESCALESHEETREVISIONS DATE DRAWN BYJOB NUMBERC2.1SITEPLANPages or sheets covered by this seal:SignatureDateI hereby certify that this engineering document wasprepared by me or under my direct personal supervisionand that I am a duly licensed Professional Engineerunder the laws of the State of Iowa.Iowa License Number 18685Luis T. Leon, P.E.My license renewal date is December 31, 2021.C2.1LEGAL DESCRIPTIONLOTS 1 AND 2, ROBERTS DAIRY ADDITION, IOWA CITY,JOHNSON COUNTY, IOWA ACCORDING TO THE PLAT THEROFRECORDED IN BOOK 58, PAGE 334, PLAT RECORDS OFJOHNSON COUNTY, IOWAIMPERVIOUS SURFACE CALCULATIONSHY-VEE FOOD STORE(LOT 1):TOTAL AREA = 273,121 SF (6.27 AC)BUILDINGEXISTING =57,078 SF (20.89%)PROPOSED = 58,228 SF (21.32%)PAVING = EXISTING = 129,619 SF (47.46%)PROPOSED =129,158 SF (47.29%)OPEN SPACE (X% OR X SF REQUIRED):TOTAL EXISTING =86,863 SF (31.80%)INTERIOR EXISTING =9,538 SF (3.49%)TOTAL PROPOSED = 86,174 SF (31.55%)INTERIOR PROPOSED = 8,849 SF (3.24%)PARKING REQUIREMENTSPARKING SETBACKS:FRONT: 10' FROM ANY FRONT ORSIDE STREET LOT LINESSIDE & REAR: 5' FROM ANY SIDEOR REAR LOT LINEPARKING STALLS REQUIRED: 1/300 SFGROCERY:247 EXISTING189 REQUIREDTOTAL PARKING PROPOSED: 215 ST. CLEMENT STREET ST. CLEMENT STREET N DODGE STREETUEUEUEUEUE 6W6W6W6W34125678111291015161314RB @RD #2 11'(<0.0994)7921 2 3 2 1 3796.00 TC795.50 GU794.65794.7579579479 4 79 2 790 791794.58794.53794.75794.67794.27794.50794.50794.58793.80794.40794.75794.67794.32794.32794.24794.25794.58794.507 9 3 791 793794.45794.40794.16794.35791.55 M.E.791.25 M.E.792.40791.45791.36792.31791.37791.28792.44792.35791.45 M.E.791.15 M.E.795794.50CALL 811 / 1-800-292-89892 Working Days BEFORE YOU DIGDigSafeWait48.comIOWAONE CALLPages or sheets covered by this seal:SignatureDateI hereby certify that this engineering document wasprepared by me or under my direct personal supervisionand that I am a duly licensed Professional Engineerunder the laws of the State of Iowa.Iowa License Number 18685Luis T. Leon, P.E.My license renewal date is December 31, 2021.GRADING NOTES1. STRIP TOPSOIL (MIN.4") FROM ENTIRE SITE AND STOCKPILEIN AREA DESIGNATED BY OWNER. TOPSOIL TO BE REUSED ASTOP DRESSINGS ON ALL UNSURFACED AREAS UPONCOMPLETION OF THE ROUGH GRADING. TOP DRESSING SHALLBE A MINIMUM UNIFORM THICKNESS OF 4".2. PROVIDE AND MAINTAIN EROSION CONTROL DEVICESWHERE SHOWN ON PLANS. DEVICES TO REMAIN IN PLACEUNTIL PAVEMENT AND INTAKES ARE CONSTRUCTED ANDUNTIL A LAWN IS ESTABLISHED.3. IN AREAS TO RECEIVE ADDITIONAL FILL OVER EXISTING FILLMATERIALS, REMOVE TOP 12" OF MATERIAL AND SCARIFY ANDRECOMPACT THE NEXT 9" OF RESULTING SUBGRADE.COMPACT TO 95% STANDARD PROCTOR DENSITY.SUBSEQUENT FILL TO BE COMPACTED TO 95% STANDARDPROCTOR DENSITY TO WITHIN 1.0' OF FINAL SUBGRADE. THEFINAL 1.0' OF FILL TO BE COMPACTED TO 98% STANDARDPROCTOR.4. SCARIFY AND RECOMPACT THE TOP 9" OF SUBGRADE INALL CUT AREAS AFTER ROUGH GRADING IS COMPLETED.COMPACT THE ENTIRE PAVING AND BUILDING SUBGRADE TO95% STANDARD PROCTOR DENSITY TO WITHIN 1.0' OF FINALSUBGRADE. THE FINAL 1.0' OF FILL TO BE COMPACTED TO 98%STANDARD PROCTOR.5. PROVIDE MINIMUM OF 1.0' OF COMPACTED NON-EXPANSIVECOHESIVE SOIL BENEATH ALL PAVEMENTS.6. ALL FILL AND BACKFILL MATERIALS SHALL BE APPROVED BYTHE SOILS ENGINEER. PLACE ALL FILLS IN LIFTS OF NINEINCHES OR LESS LOOSE THICKNESS. ALL FILL SHALL BEPLACED BETWEEN 1% BELOW AND 4% ABOVE OPTIMUMMOISTURE CONTENT.7. FINISH CONTOURS SHOWN ARE TO TOP OF PAVEMENT ORTO TOP OF TOPSOIL. SEE BUILDING PLANS ANDCONSTRUCTION DETAILS FOR FINISHED SUBGRADE BELOWFINISHED FLOOR AND PAVEMENT SECTIONS.8. SCARIFY SUBGRADE TO DEPTH OF 3" WHERE TOPSOIL ISSCHEDULED. SCARIFY IN AREAS WHERE EQUIPMENT USEDFOR HAULING AND SPREADING TOPSOIL HAS CAUSEDCOMPACTED SUBSOIL.9. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUTILITIES PRIOR TO CONSTRUCTION, BOTH PUBLIC ANDPRIVATE.10. SPOT ELEVATIONS ARE SHOWN AT TOP OF FINISH GRADE,ADD 6" TO ELEVATIONS IN PAVED AREAS TO FIND TOP OFCURB ELEVATIONS.CONTOUR LINESPOT ELEVATIONCURB ELEVATION/GUTTER ELEVATIONFLOWLINESLOPE PERCENT100100.00100.50 TC100.00 GU1.0%LEGENDSILT FENCEFILTER SOCKFLOW TRANSITION MATINLET PROTECTIONEROSION CONTROL SIGNAGEUTILITY NOTES1. PROTECT EXISTING UTILITIES WHICH ARE TO REMAIN. THELOCATIONS OF ALL UTILITIES INDICATED ON THE PLANS ARETAKEN FROM EXISTING RECORDS. THE EXACT LOCATION ANDELEVATION OF ALL UTILITIES MUST BE DETERMINED BY THECONTRACTOR. IT SHALL BE THE DUTY OF THE CONTRACTORTO ASCERTAIN WHETHER ANY ADDITIONAL FACILITIES OTHERTHAN THOSE SHOWN ON THE PLAN MAY BE PRESENT.2. SITEWORK UTILITY CONTRACTOR TO EXTEND ALL PIPING TOWITHIN 5' OF BUILDING AND CAP FOR CONNECTION BYBUILDING UTILITY CONTRACTOR. COORDINATE ALL INVERTELEVATIONS AND PIPING LOCATIONS WITH BUILDING PLANS.3. SEE DETAILS FOR UTILITY TRENCH CONSTRUCTIONREQUIREMENTS. GEOTECHNICAL ENGINEER TO OBSERVEUTILITY TRENCH BACKFILL AND COMPACTION PROCEDURES.4. CONTACT CITY OF IOWA CITY TO COORDINATE TIE-INLOCATIONS TO PUBLIC UTILITIES AND TO ARRANGEINSPECTION WITH THE CITY.5. ALL UTILITIES ARE PRIVATELY OWNED AND MAINTAINEDUNLESS NOTED OTHERWISE.6. CITY OF IOWA CITY SPECIFICATIONS AND SUDASSPECIFICATIONS ALL APPLY TO THESE PLANS.7. NO WATER OR SANITARY SEWER LINES ARE BEINGEXTENDED TO THE NEW BUILDING.8. REFER TO MEP PLANS FOR DETAILS ON NEW ELECTRICALSERVICE AND ROUTING TO AISLES ONLINE BUILDING.9. RIM CASTING ADJUSTMENTS SHALL USE WATER TIGHTCHIMNEY SEALS AND RISERS, LADTECH, HDPE, OR RUBBERPER CITY OF IOWA CITY SPECIFICATIONS.N O R T HPRELIMINARYNOT FOR CONSTRUCTIONREMPLOYEE OWNEDHY-VEE, INC.5820 WESTOWN PARKWAYWEST DES MOINES, IOWA 50266P 515-267-2800F 515-267-2935LOCATION IOWA CITY #3 AISLES ONLINE 1125 NORTH DODGE STREETDRAWN BYDATESCALESHEETREVISIONS DATE DRAWN BYJOB NUMBERC3.0GRADING &UTILITY PLAN60'40'020'GRAPHIC SCALEC3.0EROSION CONTROL NOTES1.DISTURB THE LEAST AREA POSSIBLE TO COMPLETE THESCOPE OF THE PROJECT.2.ALL SEDIMENT AND EROSION CONTROL PRACTICES WILLBE INSPECTED AT LEAST ONCE EVERY SEVEN (7)CALENDAR DAYS AND AFTER ANY STORM EVENT OFGREATER THAN 0.5 INCHES OF PRECIPITATION DURINGANY 24-HOUR PERIOD BY RESPONSIBLE PERSONNEL. ANYNECESSARY REPAIRS OR CLEANUP TO MAINTAIN THEEFFECTIVENESS OF THE BEST MANAGEMENT PRACTICESSHALL BE MADE IMMEDIATELY.3.INSPECTIONS ARE THE RESPONSIBILITY OF THECONTRACTOR. SEND A COPY OF THE INSPECTION FORMSTO HY-VEE.4.FOLLOWING SOIL DISTURBANCE, PERMANENT ORTEMPORARY STABILIZATION SHALL BE COMPLETED WITHINSEVEN (7) CALENDAR DAYS TO THE SURFACE OF ALLPERIMETER SEDIMENT CONTROLS, TOPSOIL STOCKPILES,AND ANY OTHER DISTURBED OR GRADED AREAS ON THEPROJECT SITE WHICH ARE NOT BEING USED FOR MATERIALSTORAGE, OR ON WHICH ACTUAL EARTH MOVINGACTIVITIES ARE BEING PERFORMED.5.SOIL STABILIZATION SCHEDULE TEMPORARY SEEDINGWITH OATS - 2 TO 3 BUSHELS PER ACRE - AND MULCH ALLSLOPES 4:1 AND STEEPER WILL BE INITIATED ON ALLDISTURBED AREAS IMMEDIATELY IF GRADING ACTIVITIESWILL NOT RESUME FOR A PERIOD EXCEEDING 14 DAYS.THIS SEQUENCE SHALL REPEAT AS GROUND COVER ISREMOVED BY SUBSEQUENT CONSTRUCTION ACTIVITY.6.GENERAL CONTRACTOR SHALL IMPLEMENT ALL POLLUTIONPLAN ACTIVITY WITH THE ASSISTANCE OF THE UTILITYSUBCONTRACTORS, BUILDING CONTRACTORS ANDSUPPLIERS.7.APPLY FREQUENT LIGHT WATERING TO GROUND SURFACEAS REQUIRED TO CONTROL DUST.8.UPON COMPLETION OF CONSTRUCTION, SOD ALLDISTURBED AREAS PER PROJECT SPECIFICATIONS.9.MAINTENANCE OF ALL TEMPORARY AND PERMANENTEROSION CONTROL MEASURES IS THE RESPONSIBILITY OFTHE CONTRACTOR AND/OR SUBCONTRACTORS. CLEANINGOF CONTROL DEVICES SHALL BEGIN WHEN THEY HAVELOST 50% OF THEIR CAPACITY.10.LOCATION OF SOLID WASTE CONTAINER AND PORTABLERESTROOM TO BE SPECIFIED BY CONTRACTOR ANDAPPROVED BY HY-VEE.11.WHERE CONSTRUCTION VEHICLE ACCESS ROUTESINTERSECT PAVED PUBLIC ROADS, PROVISIONS SHALL BEMADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BYVEHICULAR TRACKING ONTO THE PAVED SURFACE. WHERESEDIMENT IS TRANSPORTED ONTO A PUBLIC ROADSURFACE, THE ROAD SHALL BE CLEANED THOROUGHLY ATTHE END OF EACH DAY. SEDIMENT SHALL BE REMOVEDFROM THE ROADS BY SHOVELING OR SWEEPING ANDTRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA.STREET WASHING SHALL BE ALLOWED ONLY AFTERSEDIMENT IS REMOVED IN THIS MANNER.12.ALL TEMPORARY EROSION AND SEDIMENT CONTROLMEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTERFINAL SITE STABILIZATION OR AFTER THE TEMPORARYMEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISEAUTHORIZED BY THE IMPLEMENTING AGENCY. TRAPPEDSEDIMENT AND THE DISTURBED SOIL AREAS RESULTINGFROM THE DISPOSITION OF TEMPORARY MEASURES SHALLBE PERMANENTLY STABILIZED TO PREVENT FURTHEREROSION AND SEDIMENT.13.LIMIT DUST GENERATION BY CLEARING ONLY THOSEAREAS WHERE IMMEDIATE ACTIVITY WILL TAKE PLACE,LEAVING THE REMAINING AREA(S) IN THE ORIGINALCONDITION, IF STABLE. MAINTAIN THE ORIGINAL GROUNDCOVER AS LONG AS PRACTICAL. VEGETATE OR MULCHAREAS WITH EXPOSED SOILS THAT WILL NOT RECEIVEVEHICLE TRAFFIC. IN AREAS WHERE PLANTING, MULCHINGOR PAVING IS IMPRACTICAL, APPLY GRAVEL ORLANDSCAPING ROCK. ADD SURFACE GRAVEL TO REDUCETHE SOURCE OF DUST EMISSION. LIMIT THE AMOUNT OFFINE PARTICLES (THOSE SMALLER THAN 0.075MM) TO 10 TO20 PERCENT. SPRINKLE THE SITE WITH WATER UNTILSURFACE IS WET. REPEAT AS NEEDED TO PREVENTCARRYOUT OF MUD ONTO STREET. USE VACUUM STREETSWEEPERS TO SWEEP UP ANY TRACKED SEDIMENT.REMOVE MUD AND OTHER DIRT PROMPTLY SO IT DOESNOT DRY AND THEN TURN INTO DUST. LIMIT DUSTCAUSING WORK ON WINDY DAYS.14.CONTAIN SLURRY FROM WET-SAW CUTTING OF CONCRETE.OWNERHY-VEE, INC.5820 WESTOWN PARKWAYIOWA CITY, IOWA, 50266AREA TO BE DISTURBED: 0.43 ACRESEROSION CONTROL MANAGER:SENECA COMPANIES, INC.SHADRACH SPORAA LOT 1LOT 2OUTLOT "A"ST. CLEMENT STREET ST. CLEMENT STREET N DODGE STREETN DODGE STREET341256781112910151613141 2 3 2 1 33.33.05.04.53.83.07.37.46.45.34.02.81.88.79.69.07.04.83.32.11.00.57.49.611.79.17.05.03.42.00.80.40.30.36.78.09.28.76.65.13.61.70.70.50.40.30.30.30.43.85.05.97.07.26.96.75.12.41.10.70.50.40.40.40.50.60.62.73.54.35.26.49.314.913.55.41.90.90.50.40.40.50.60.70.70.80.81.32.03.04.27.015.533.529.39.12.61.10.60.50.50.60.70.80.80.91.01.01.00.10.30.51.53.48.323.443.226.78.42.61.10.70.50.50.60.80.80.91.01.11.21.21.21.20.10.10.20.72.27.724.933.215.45.31.90.90.70.50.50.70.80.91.01.11.21.41.51.51.41.31.20.10.00.10.20.51.410.912.66.52.81.30.70.60.60.60.80.91.01.11.21.41.61.71.81.61.51.41.31.10.10.00.10.10.10.02.31.30.80.60.50.60.70.80.91.01.21.31.51.71.92.01.81.71.61.51.31.10.90.80.00.00.10.00.00.00.00.00.00.50.50.60.70.81.01.11.21.41.61.82.02.12.01.91.91.71.51.21.00.00.00.00.00.00.00.00.00.00.50.60.70.91.01.11.31.51.71.82.02.32.32.22.11.81.51.31.00.00.00.00.00.00.00.00.00.00.50.60.70.91.01.11.31.61.82.02.22.52.52.11.91.71.51.20.00.00.00.00.00.10.10.20.50.60.70.81.01.11.31.61.92.02.12.12.52.01.81.61.40.00.00.10.10.20.40.60.70.80.91.11.21.41.71.81.81.92.12.01.71.51.30.10.10.20.40.50.60.70.81.01.11.31.41.51.61.71.91.91.61.40.20.30.40.50.70.80.91.01.11.21.31.41.51.61.61.40.40.50.60.70.80.90.91.01.11.21.31.31.31.20.50.60.70.80.90.91.01.11.11.10.60.60.70.80.80.90.90.60.60.70.70.70.50.6N O R T HCALL 811 / 1-800-292-89892 Working Days BEFORE YOU DIGDigSafeWait48.comIOWAONE CALL60'40'020'GRAPHIC SCALEPRELIMINARYNOT FOR CONSTRUCTIONREMPLOYEE OWNEDHY-VEE, INC.5820 WESTOWN PARKWAYWEST DES MOINES, IOWA 50266P 515-267-2800F 515-267-2935LOCATION IOWA CITY #3 AISLES ONLINE 1125 NORTH DODGE STREETDRAWN BYDATESCALESHEETREVISIONS DATE DRAWN BYJOB NUMBERC3.1PHOTOMETRICPLANFOR REFERENCE ONLYLuminaire ScheduleSymbolQtyLabelArrangementTotal Lamp LumensLLFDescription2EX1SINGLEN.A.0.900EXISITNG3ASINGLEN.A.0.900SCV-LED-15L-SC-501EX2SINGLEN.A.0.150EXISITNG LOT 1LOT 2OUTLOT "A"ST. CLEMENT STREET ST. CLEMENT STREET N DODGE STREET341256781112910151613141 2 3 2 1 3 7JCSOD5CA3VT6JC7VT4CA6JCSODSODMULCH AROUNDPLANTING AREA TO ADEPTH OF 3"4CA7VT6JC3VTNATURAL EDGEQTY IDCOMMON NAMEBOTANICAL NAMESIZEMETHODSPACING25 JCSEA GREEN JUNIPERJuniperus chinensis 'Sea Green'36" MIN5 GAL 40" O.C.20 VTCOMPACT CRANBERRYBUSH VIBURNUMViburnum trilobum 'Bailey Compact'36" MIN5 GAL40" O.C.LEGENDSODUNDERSTORYTREEDUG EDGEPERENNIAL SHRUBOVERSTORY TREEPLANT IDENTIFICATION/QUANTITY1ZZREMPLOYEE OWNEDHY-VEE, INC.5820 WESTOWN PARKWAYWEST DES MOINES, IOWA 50266P 515-267-2800F 515-267-2935LOCATION IOWA CITY #3 AISLES ONLINE 1125 NORTH DODGE STREETDRAWN BYDATESCALESHEETREVISIONS DATE DRAWN BYJOB NUMBERC4.0PLANTINGPLANPRELIMINARYNOT FOR CONSTRUCTIONN O R T HCALL 811 / 1-800-292-89892 Working Days BEFORE YOU DIGDigSafeWait48.comIOWAONE CALL60'40'020'GRAPHIC SCALE13 CAKARL FOERSTER FEATHER REED GRASSCalamagrostis x acutifolia "Karl Foerster"3 GALCONT.24" O.C.GRAPHIC SYMBOLS SUPERSEDE WRITTEN QUANTITIES WHERE DISCREPANCIES OCCUR.LANDSCAPE STANDARDSSURFACE PARKING AND DRIVES SCREENED BY 'S3' BUFFER·CONTINUOUS SHRUB PLANTING RANGING FROM 5'-6' INHEIGHT·1/2 SHRUB PLANTINGS ARE EVERGREEN VARIETIES - 58%EVERGREENS PROVIDED.·36" MIN HEIGHT WHEN PLANTED.I HEREBY CERTIFY THAT THIS TECHNICAL DOCUMENT WASPREPARED BY ME OR UNDER MY DIRECT PERSONALSUPERVISION AND RESPONSIBLE CHARGE AND THAT I AM ADULY LICENSED PROFESSIONAL LANDSCAPE ARCHITECTUNDER THE LAWS OF THE STATE OF IOWA.RACHEL A. HARRIS, PLA #LA00775SIGNATUREDATEDISCIPLINE: LANDSCAPE ARCHITECTREGISTRATION EXPIRES: JUNE 22, 2022PAGES OR SHEETS COVERED BY THIS SEAL:04 QRRED OAKQuercus rubra2" CALB&B 50' O.C. LOT 1LOT 2OUTLOT "A"ST. CLEMENT STREETST. CLEMENT STREETPRAIRIE DU CHIEN ROAD N DODGE STREETN DODGE STREET34125678111291015161314123213 7JCSOD5CA3VT6JC7VT4CA6JCSODSOD4CA7VT6JC3VTLEGENDSODUNDERSTORYTREEDUG EDGEPERENNIAL SHRUBOVERSTORY TREEPLANT IDENTIFICATION/QUANTITY1ZZREMPLOYEE OWNEDHY-VEE, INC.5820 WESTOWN PARKWAYWEST DES MOINES, IOWA 50266P 515-267-2800F 515-267-2935LOCATION IOWA CITY #3 AISLES ONLINE 1125 NORTH DODGE STREETDRAWN BYDATESCALESHEETREVISIONS DATE DRAWN BYJOB NUMBERC4.1OVERALLLANDSCAPEPLANPRELIMINARYNOT FOR CONSTRUCTIONQTY IDCOMMON NAMEBOTANICAL NAMESIZEMETHODSPACINGCALL 811 / 1-800-292-89892 Working Days BEFORE YOU DIGDigSafeWait48.comIOWAONE CALLGRAPHIC SYMBOLS SUPERSEDE WRITTEN QUANTITIES WHERE DISCREPANCIES OCCUR.LANDSCAPE STANDARDSSURFACE PARKING AND DRIVES SCREENED BY 'S3' BUFFER·CONTINUOUS SHRUB PLANTING RANGING FROM 5'-6' INHEIGHT·1/2 SHRUB PLANTINGS ARE EVERGREEN VARIETIES - 58%EVERGREENS PROVIDED.·36" MIN HEIGHT WHEN PLANTED.N O R T H 150'100'050'GRAPHIC SCALEI HEREBY CERTIFY THAT THIS TECHNICAL DOCUMENT WASPREPARED BY ME OR UNDER MY DIRECT PERSONALSUPERVISION AND RESPONSIBLE CHARGE AND THAT I AM ADULY LICENSED PROFESSIONAL LANDSCAPE ARCHITECTUNDER THE LAWS OF THE STATE OF IOWA.RACHEL A. HARRIS, PLA #LA00775SIGNATUREDATEDISCIPLINE: LANDSCAPE ARCHITECTREGISTRATION EXPIRES: JUNE 22, 2022PAGES OR SHEETS COVERED BY THIS SEAL:25 JCSEA GREEN JUNIPERJuniperus chinensis 'Sea Green'36" MIN5 GAL 40" O.C.20 VTCOMPACT CRANBERRYBUSH VIBURNUMViburnum trilobum 'Bailey Compact'36" MIN5 GAL40" O.C.13 CAKARL FOERSTER FEATHER REED GRASSCalamagrostis x acutifolia "Karl Foerster"3 GALCONT.24" O.C.04 QRRED OAKQuercus rubra2" CALB&B 50' O.C. HY-VEE, INC. 5820 WESTOWN PARKWAY WEST DES MOINES, IOWA 50266 TELEPHONE: (515) 267-2800 FAX: (515) 267-2935 R EMPLOYEE OWNED NOT TO SCALEREVISIONTREE PROTECTION DETAIL, TYPBYDATEISSUE DATEJMD04.19.2017EXISTING GRADEMETAL FENCE POSTS,SPACE A MINIMUM OF 5'APART AT DRIP LINEORANGE MESHCONSTRUCTION FENCINGOUTLINE OF TREECROWN EDGE OF DRIPLINE CORRESPONDSWITH ROOF SPREADDRIP LINE DRIP LINE DO NOT CUT OR DAMAGELEADERPROVIDE A 6" PERFORATEDDRAIN TILE WITH FILTERSOCK FILLED WITH CLEANPEA GRAVEL IF SOIL FAILS A12 HR PERK TESTUNDISTURBED SOILEXISTING TOPSOILSCARIFY SIDES OFPLANTING PIT TO 2" DEPTHPRUNE ALL DEAD ORDAMAGED BRANCHESFINISH GRADEUNDISTURBED SOIL ORCOMPACTED SUBGRADE3" DEPTH HARDWOODMULCHFIND TOP OF FIRST ROOT INROOTBALL AND REMOVESOIL FROM ABOVE. PLANTSO THAT TOP OF FIRSTROOT IS AT GRADE.3" BERMREMOVE TOP 13 OF CAGEAND BURLAP AND ALLTWINE/CORDS AFTERPLANTINGPLANTING PIT TO BE 1.5xROOTBALL DIAMETERHY-VEE, INC. 5820 WESTOWN PARKWAY WEST DES MOINES, IOWA 50266 TELEPHONE: (515) 267-2800 FAX: (515) 267-2935 R EMPLOYEE OWNED SCALE: 3/8" = 1'-0"REVISIONTREE PLANTING DETAIL, TYPBYDATEISSUE DATEJMD04.19.2017HY-VEE, INC. 5820 WESTOWN PARKWAY WEST DES MOINES, IOWA 50266 TELEPHONE: (515) 267-2800 FAX: (515) 267-2935 R EMPLOYEE OWNED BYDATEHY-VEE, INC. 5820 WESTOWN PARKWAY WEST DES MOINES, IOWA 50266 TELEPHONE: (515) 267-2800 FAX: (515) 267-2935 R EMPLOYEE OWNED SCALE: 3/8" = 1'-0"REVISIONBYDATEPLANT WITH ROOT BALL ATFINISHED GRADEFINISH GRADEUNDISTURBED SOILEXISTING SOILPLANT ROOT BALL ATGRADE. SPREAD OUTERLAYER OF ROOTS AWAYFROM ROOT BALLNOTES:1. PRUNE ALL DEAD AND DAMAGEDBRANCHES.2. REMOVE ENTIRE CONTAINER FROMCONTAINER GROWN PLANTS.3. REMOVE 13 OF THE CAGE AND BURLAPFROM BALLED AND BURLAPPED PLANTS.4. SHAVE OFF CIRCLING ROOTS WITHPRUNING SAW PRIOR TO PLANTING.5. PLANTING PIT TO BE 1.5X ROOTBALLDIAMETER.PRUNE ALL DEAD ORDAMAGED BRANCHES3" DEPTH HARDWOODMULCH3" BERMSHRUB PLANTING DETAIL ,TYPSCARIFY SUBGRADETO 2" DEPTHUNDISTURBED SOIL ORCOMPACTED SUBGRADETOPSOILSOD CUTTINGSOD AS SPECIFIED,SEE PLANTING PLANSEE PLANTING PLAN FORSPECIESPARKING LOT EDGE PLANTING DETAIL & TURF PROFILESCALE: 3/8" = 1'-0"REVISIONREMPLOYEE OWNEDHY-VEE, INC.5820 WESTOWN PARKWAYWEST DES MOINES, IOWA 50266P 515-267-2800F 515-267-2935LOCATION IOWA CITY #3 AISLES ONLINE 1125 NORTH DODGE STREETDRAWN BYDATESCALESHEETREVISIONS DATE DRAWN BYJOB NUMBERC4.2PLANTING NOTESAND DETAILSCALL 811 / 1-800-292-89892 Working Days BEFORE YOU DIGDigSafeWait48.comIOWAONE CALLGENERAL NOTES1. ALL PLANT MATERIAL INSTALLATION, INCLUDING SEED AND SOD, SHALL BECOMPLETED PRIOR TO GRAND OPENING.2. ALL PLANT MATERIAL SHALL MEET MINIMUM REQUIREMENTS SHOWN IN THE"AMERICAN STANDARD FOR NURSERY STOCK" (ANSI Z60.1-LATEST ADDITION).3. NO PLANT MATERIAL SHALL BE SUBSTITUTED WITHOUT THE APPROVAL OFHY-VEE, INC.4. THE CONTRACTOR SHALL VERIFY LOCATION AND PROTECT ALL UTILITIESAND STRUCTURES. DAMAGE TO UTILITIES AND STRUCTURES SHALL BEREPAIRED BY THE CONTRACTOR TO THE SATISFACTION OF THE OWNER OFTHE UTILITIES5. PLANT MATERIAL QUANTITIES ARE FOR CONTRACTORS' CONVENIENCE.DRAWINGS SHALL GOVERN.6. SEE THE GRADING, UTILITY, AND SITE PLANS FOR ADDITIONALINFORMATION.7. PROVIDE A ONE-YEAR WARRANTY ON ALL TREES, SHRUBS ANDPERENNIALS.SOIL PREPARATION:1. TOPSOIL SHALL BE LOCAL FERTILE AGRICULTURAL SOIL FREE OF SUBSOILS,ROCKS, CLAYS, PLANTS, WEEDS, ROOTS AND OTHER IMPURITIES. PH VALUESHALL BE BETWEEN 5.4 AND 7.0.2. REMOVE DEBRIS AND WEEDS FROM SUBSOIL.3. SCARIFY SUBSOIL TO DEPTH OF 2" PRIOR TO PLACING TOPSOIL.4. SPREAD TOPSOIL TO A MINIMUM DEPTH OF 6". TOPSOIL PLACEMENT SHALLTAKE PLACE DURING DRY WEATHER. PREPARE TOPSOIL SO THAT IT IS FREEOF DEBRIS AND GRADED TO DRAIN AS INDICATED ON GRADING PLANS.5. LIGHTLY COMPACT TOPSOIL AFTER PLACEMENT AND PROHIBITCONSTRUCTION TRAFFIC FROM AREAS WITH TOPSOIL.SEEDING:1. SUBMIT SEED MIXES, FERTILIZER, AND MULCH DATA TO OWNER'SREPRESENTATIVE.2. SEED MIXTURE SHALL BE 90% TURF TYPE TALL FESCUE AND 10% TURF TYPEPERENNIAL RYEGRASS.3. FERTILIZER FOR SEEDED AREAS SHALL BE NITROGEN 10%, PHOSPHORICACID 10%, SOLUBLE POTASH 10%.4. APPLY FERTILIZER AT APPLICATION RATE OF 1LB/1000 SF.5. APPLY SEED AT RATE OF 10LBS/1000 SF EVENLY IN TWO DIRECTIONS.6. MULCH SEEDED AREAS IMMEDIATELY AFTER SOWING WITH STRAW OR ABIODEGRADABLE MATTING WITH OPEN WEAVE7. WATER NEWLY SEEDED AREAS SO THAT SOIL IS SATURATED TO DEPTH OFTOPSOIL.8. HYDROSEEDING: FERTILIZER, MULCH, AND SEED SLURRY SHALL BEAPPLIED WITH A HYDRAULIC SEEDER AT A RATE OF 2,000LBS/ACRE, EVENLY.9. SEEDED AREAS WILL BE ACCEPTED WHEN GRASS IS WELL ESTABLISHEDAND EXHIBITS VIGOROUS GROWING CONDITIONS WITH NO BARE SPOTSEXCEEDING 1 SF. CONTRACTOR IS RESPONSIBLE FOR WATERING SEED UNTILACCEPTED.SOD:1. SOD SHALL BE NURSERY GROWN GRADE; CULTIVATED GRASS SOD WITHSTRONG FIBROUS ROOT SYSTEM FREE OF STONES, BURNED OR BARE SPOTSCONTAINING NO MORE THAN 5 WEEDS PER 1000 SF.2. SOD MIXTURE SHALL BE 40% KENTUCKY BLUEGRASS, 30% PERENNIALRYEGRASS, 30% FINE FESCUES3. FERTILIZER FOR SODDED AREAS SHALL BE NITROGEN 10%, PHOSPHORICACID 10%, SOLUBLE POTASH 10%.4. APPLY FERTILIZER AT APPLICATION RATE OF 1LB/1000 SF TO TOPSOIL PRIORTO PLACING SOD.5. MOISTEN PREPARED SOIL IMMEDIATELY PRIOR TO LAYING SOD. LAY SODIMMEDIATELY UPON DELIVERY TO THE SITE, LEAVING NO OPEN JOINTS OROVERLAPPING JOINTS. DO NOT STRETCH SOD. DO NOT LAY SOD IFTEMPERATURE IS BELOW FREEZING.6. ROLL SOD WITH 1/3 FULL ROLLER AFTER SOD AND SOIL HAVE DRIED. ROLLBEFORE THE FIRST WATERING.7. SOD WILL BE ACCEPTED WHEN IT IS WELL ESTABLISHED AND SHOWSVIGOROUS GROWTH WITH NO BARE SPOTS EXCEEDING 1 SF. CONTRACTOR ISRESPONSIBLE FOR WATERING AND REPLACING SOD AS NEEDED UNTILACCEPTED.PLANTING:1. PRESERVE AND PROTECT EXISTING TREES TO REMAIN. CONTRACTORSHALL ERECT 4' CONSTRUCTION FENCE AROUND PERIMETER OF TREES ATTHE DRIP LINE. CONTRACTOR SHALL NOT STORE MATERIALS OR ALLOWVEHICLES TO ACCESS OR PARK INSIDE DRIP LINES.2. DO NOT INSTALL PLANTS WHEN AMBIENT TEMPERATURES DROP BELOW 35°F. OR RISE ABOVE 90° F. DO NOT INSTALL PLANTS WHEN WIND VELOCITIESEXCEED 30 MPH.3. DAMAGED OR DEFICIENT PLANTS WILL BE REJECTED.4. TREES WILL HAVE A REASONABLY STRAIGHT TRUNK AND SINGLE LEADER.5. SOIL AMENDMENTS SHALL BE TOPSOIL OR COMPOST. COMPOST:DECOMPOSED, STABLE, WEED FREE ORGANIC MATTER DERIVED FROMAGRICULTURAL, FOOD, INDUSTRIAL RESIDUALS, BIOSOLIDS, OR YARDTRIMMINGS. COMPOST WILL BE FREE OF LARGE PARTICLES AND WILLPOSSESS NO OBJECTIONABLE ODOR, NOR RESEMBLE THE MATERIAL FROMWHICH IT WAS DERIVED6. MULCH: COMPOSTED, SHREDDED HARDWOOD BARK, DARK BROWN INCOLOR.7. FILL PLANTING PITS WITH WATER TO DETERMINE DRAINAGE. IF WATERREMAINS IN HOLE AFTER 24 HOURS, INSTALL FRENCH DRAIN AS SHOWN INDETAILS TO INSURE PROPER DRAINAGE.8. INITIAL ACCEPTANCE: UPON COMPLETION OF PLANTING, OWNER'SREPRESENTATIVE WILL REVIEW WORK AND TAKE INITIAL ACCEPTANCE OFWORK UPON CORRECTION OF ANY NOTED DEFICIENCIES.IRRIGATION1. CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND FURNISHINGALL LABOR, MATERIALS, ACCESSORIES, EQUIPMENT AND OPERATIONSNECESSARY FOR INSTALLATION OF IRRIGATION SYSTEM.2. CONTRACTOR TO SUBMIT IRRIGATION SYSTEM DESIGN AND COMPONENTCUT SHEETS TO HY-VEE FOR REVIEW AND APPROVAL PRIOR TO ORDERING.3. CONTRACTOR SHALL BE RESPONSIBLE FOR ACQUIRING ALL NECESSARYAPPROVALS, PERMITS, LICENSES AND INSPECTIONS REQUIRED BY LOCAL,MUNICIPAL, AND STATE JURISDICTIONS.4. SYSTEM SHALL BE ELECTRIC SOLENOID CONTROLLED UNDERGROUNDIRRIGATION SYSTEM WITH PRESSURE BLOW-OUT DRAIN AS MANUFACTUREDBY RAIN BIRD MANUFACTURING CORP. OR THE TORO COMPANY.SUBSTITUTIONS SUBJECT TO OWNER REVIEW AND APPROVAL.5. AREAS TO BE IRRIGATED INCLUDE ALL SPACE INDICATED AS "SOD" ON THEPLANTING PLAN AND INCLUDE PARKING LOT ISLANDS, UNLESS OTHERWISENOTED. PARKING LOT ISLANDS TO BE IRRIGATED VIA DRIP TYPE IRRIGATION.MATERIALSPIPING:1.1.PVC PIPE: ASTM D2241, 200 PSI PRESSURE RATED UPSTREAM FROMCONTROLS, 160 PSI DOWNSTREAM.1.2.COPPER PIPE: ASTM B42 REGULAR1.3.FITTINGS TO MATCH PIPE SIZE AND STYLE1.4.SOLVENT CEMENT: ASTM D2564 FOR PVC PIPE AND FITTINGS1.5.SOLDER AND FLUX: ASTM B32 TYPE 95TA SOLDER, PASTE1.6.SLEEVE MATERIAL: PVC1.7.OUTLETS: BRASS CONSTRUCTION1.8.ROTARY TYPE SPRINKLER HEAD: POP-UP TYPE WITH SCREENS; FULLY ADJUSTABLE FOR FLOW AND PRESSURE1.9.SPRAY TYPE SPRINKLER HEAD: POP-UP HEAD WITH FULL CIRCLE1.10.EMITTER: ADJUSTABLE OUTLET, NON-CLOGGING1.11.BUBBLER: ADJUSTABLE OUTLET1.12.QUICK COUPLER2. MANUAL VALVES:1.1.GATE VALVES: BRONZE CONSTRUCTION, INSIDE SCREW WITH THREADED ENDS.1.2.BACKFLOW PREVENTERS: BRONZE BODY CONSTRUCTION, DOUBLECHECK VALVE TYPE.3. CONTROLS AND CONTROL VALVES:1.1.CONTROLLER: AUTOMATIC CONTROLLER, MICROPROCESSOR SOLIDSTATE CONTROL WITH VISIBLE READOUT DISPLAY, TEMPORARYOVERRIDE FEATURE TO BYPASS CYCLE, TIMER FOR MULTIPLESTATION SYSTEM, PROGRAMMABLE FOR QUARTER HOURINCREMENTS, WITH AUTOMATIC START AND SHUTDOWN, RAINSENSOR CAPABLE OF TURNING OFF THE IRRIGATION SYSTEM IFADEQUATE RAINFALL IS RECEIVED.1.2.CONTROLLER HOUSING: NEMA 250 TYPE 3; WEATHERPROOF,WATERTIGHT, WITH LOCKABLE ACCESS DOOR.1.3.VALVES: ELECTRIC SOLENOID NORMALLY CLOSED; HYDRAULICTUBING, WIRING, INCLUDING REQUIRED FITTINGS AND ACCESSORIES1.4.WIRE CONDUCTORS: COLOR CODED. COPPER CONDUCTOR, DIRECTBURIAL TYPE.1.5.PROVIDE RAIN SENSORS.1.6.DISCONNECT SWITCH: FACTORY MOUNTED DISCONNECT SWITCH INCONTROL PANEL.EXECUTION1. VERIFY LOCATIONS AND DEPTHS OF EXISTING UTILITIES AND CONDITIONSPRIOR TO CONSTRUCTION. VERIFY THAT REQUIRED UTILITIES ARE AVAILABLE,IN PROPER LOCATION, AND READY FOR USE.2. COORDINATE LOCATION OF SLEEVES UNDER PAVING TO ACCOMMODATESYSTEM.3. ROUTE PIPING TO AVOID PLANTS, GROUND COVER, AND STRUCTURES4. TRENCH TO ACCOMMODATE GRADE CHANGES AND SLOPE TO DRAINS.KEEP TRENCHES FREE OF DEBRIS AND MATERIAL THAT ARE DAMAGING TOTHE PIPE.5. PROVIDE FOR THERMAL MOVEMENTS OF COMPONENTS IN SYSTEM.6. USE THREADED NIPPLES FOR RISERS TO EACH OUTLET.7. PROVIDE 10 INCH EXPANSION COIL AT EACH CONTROL VALVE AND AT 100FOOT INTERVALS. BURY WIRE BESIDE PIPE. MARK VALVES WITH NEOPRENEVALVE MARKERS CONTAINING LOCKING DEVICE. SET VALVE MARKERS IN 160PSI PIPE RISERS EXITING FROM TOP OF VALVE TO FINISH GRADE.8. AFTER PIPING IS INSTALLED AND PRIOR TO INSTALLING OUTLETS ANDBACKFILLING, OPEN VALVES AND FLUSH SYSTEM WITH FULL HEAD OF WATER.9. INSTALL 3 INCH SAND COVER OVER PIPING AND PROTECT PIPE FROMDISPLACEMENT.10. PRIOR TO BACKFILLING, TEST SYSTEM FOR LEAKS FOR WHOLE SYSTEMMAINTAINING 100 PSI PRESSURE FOR ONE HOUR. SYSTEM IS ACCEPTABLEWHEN NO LEAKAGE OR LOSS OF PRESSURE OCCURS AND SYSTEM SELFDRAINS DURING TEST PERIOD.11. ADJUST CONTROL SYSTEM TO ACHIEVE TIME CYCLES REQUIRED TOESTABLISH NEWLY INSTALLED PLANTS.12. ADJUST HEADS FOR FULL WATER COVERAGE OF PLANTED AREAS.13. INSTRUCT STORE PERSONNEL IN OPERATION AND MAINTENANCE OFSYSTEM, INCLUDING ADJUSTING OF SPRINKLER HEADS. USE OPERATION ANDMAINTENANCE MATERIAL AS BASIS FOR DEMONSTRATION.14. FURNISH THE OPERATION AND MAINTENANCE MATERIALS, TWO EXTRASPRINKLER HEADS OF EACH TYPE AND SIZE, TWO VALVE KEYS FOR MANUALVALVES, TWO VALVE BOX KEYS, TWO KEYS FOR VALVE MARKERS, AND TWOWRENCHES FOR EACH HEAD CORE AND FOR REMOVING AND INSTALLINGEACH HEAD TYPE.15. PROVIDE ONE COMPLETE SPRING SEASON START UP AND FALL SEASONSHUT DOWN.I HEREBY CERTIFY THAT THIS TECHNICAL DOCUMENT WASPREPARED BY ME OR UNDER MY DIRECT PERSONALSUPERVISION AND RESPONSIBLE CHARGE AND THAT I AM ADULY LICENSED PROFESSIONAL LANDSCAPE ARCHITECTUNDER THE LAWS OF THE STATE OF IOWA.RACHEL A. HARRIS, PLA #LA00775SIGNATUREDATEDISCIPLINE: LANDSCAPE ARCHITECTREGISTRATION EXPIRES: JUNE 22, 2022PAGES OR SHEETS COVERED BY THIS SEAL:PRELIMINARYNOT FOR CONSTRUCTIONC4.2 PARALLEL RAMP(IF REQUIRED)STANDARDSIDEWALK 1'-0"(TYP.)DETECTABLE WARNINGKEYTURNING SPACECURB RAMPGRASSGRADE BREAKSPECIAL SHAPINGPARALLEL CURB RAMP: IF NORMAL SIDEWALKELEVATION CANNOT BE ACHIEVED WITH THEPERPENDICULAR RAMP BETWEEN THE STREETAND LANDING DUE TO LIMITED RAMP LENGTH,PROVIDE A PARALLEL RAMP TO MAKE UP THEELEVATION DIFFERENCE BETWEEN THELANDING AND THE STANDARD SIDEWALK.THE LENGTH OF THE PARALLEL RAMP IS NOTREQUIRED TO EXCEED 15 FEET, REGARDLESSOF THE RESULTING SLOPE. DO NOT EXCEED8.3% SLOPE FOR PARALLEL RAMPS SHORTERTHAN 15 FEET.TURNING SPACE: TARGET SLOPE OF 1.5%WITH MAXIMUM SLOPE PERPENDICULAR TO THETRAVEL DIRECTIONS OF 2.0%. MINIMUM 4FEET BY 4 FEET.PERPENDICULAR CURB RAMP: TARGETRUNNING SLOPE OF 6.25% WITH MAXIMUMRUNNING SLOPE OF 8.3%.TARGET CROSS SLOPE OF 1.5% WITH AMAXIMUM CROSS SLOPE OF 2.0%.MATCH PEDESTRIAN STREET CROSSING CROSSSLOPE OR FLATTER.123433124455 4'-0"MIN. 4 ' -0 "MIN .421VARIESWSTANDARDSIDEWALK1'-0"(TYP.)1' -0 " (TYP . )WCUT PANELS AS REQUIRED TO PROVIDECONTINUOUS DETECTABLE WARNINGSURFACE AROUND RADIUS.BACK OF CURBFACE OF CURBPARALLEL RAMP ( IF REQU IRED )VARIESHY-VEE, INC.5820 WESTOWN PARKWAYWEST DES MOINES, IOWA 50266TELEPHONE: (515) 267-2800FAX: (515) 267-2935 REMPLOYEE OWNEDSCALE: 1" = 1'-0"REVISIONBYDATEHY-VEE, INC. 5820 WESTOWN PARKWAY WEST DES MOINES, IOWA 50266 TELEPHONE: (515) 267-2800 FAX: (515) 267-2935 REMPLOYEE OWNED SCALE: 1" = 1'-0"REVISIONBYDATE6" PCC WITH 6" AGGREGATE PAVING SECTION, TYPHY-VEE, INC.5820 WESTOWN PARKWAYWEST DES MOINES, IOWA 50266TELEPHONE: (515) 267-2800FAX: (515) 267-2935 REMPLOYEE OWNEDSCALE: 1" = 1'-0"REVISIONBYDATEHY-VEE, INC. 5820 WESTOWN PARKWAY WEST DES MOINES, IOWA 50266 TELEPHONE: (515) 267-2800 FAX: (515) 267-2935 REMPLOYEE OWNED SCALE: 1" = 1'-0"REVISIONBYDATEHY-VEE, INC.5820 WESTOWN PARKWAYWEST DES MOINES, IOWA 50266TELEPHONE: (515) 267-2800FAX: (515) 267-2935 REMPLOYEE OWNEDNOT TO SCALEREVISIONBYDATEHY-VEE, INC. 5820 WESTOWN PARKWAY WEST DES MOINES, IOWA 50266 TELEPHONE: (515) 267-2800 FAX: (515) 267-2935 REMPLOYEE OWNED SCALE: 1" = 1'-0"REVISIONBYDATEINTEGRAL CURB AND GUTTERSIDEWALK PAVING SECTION, TYPSIDEWALKEXISTING SUBGRADESCARIFIED ANDRECOMPACTED SUBGRADE4"1'-0"EXISTING SUBGRADE12" SCARIFIED ANDRECOMPACTED SUBGRADE,EXTEND 6" BEYOND BACKOF CURBR2.00'4"6"3"2'-0"6"T1'-0"6" PCC CONCRETEPCC CONCRETEPAVEMENT JOINT DETAILS (1 OF 3)CONTRACTION JOINTJOINT SEALANTMATERIALTIED CONTRACTION JOINTT/2#4 x24"-8" DEFORMEDTIE BAR @ 2'-6"DRILL AND EPOXY BAR IN PLACESAWCUT AND FILL WITHJOINT SEALER MATERIAL1'-0"1'-0"T SEE DETAIL 'A'SAWED JOINTT/4 (MIN.)SEE DETAIL 'A'EXISTING PAVEMENTT/4 (MIN.)NEW PAVEMENTTIED EXPANSION JOINTPREFORMED RESILIENTJOINT MATERIALSEE DETAIL 'B'24"-#4 DEFORMED TIEBARS @ 30" O.C.DRILL HOLE 18" IN DIAMETERLARGER THAN THE BAR SIZEINTO EXISTING HARDENEDPAVEMENT. LENGTH OFDRILLED HOLE SHALL BE 1"LONGER THEN BAREMBEDMENT1'-0"TPAVEMENT JOINT DETAILS (2 OF 3)TOP OF PAVEMENTSEALANT1/2"-3/4"AAJOINT SEALANTMATERIAL1/8" to 5/16" SAW CUTCRACK ORJOINT LINE1" JOINT SEALANTMATERIALBUILDING WALL, LIGHT POLEBASE, CANOPY COLUMN ORSIMILARSEE DETAIL 'B'EXPANSION JOINTPREFORMED RESILIENT JOINTMATERIAL1" EXPANSION JOINTSECTION A-ANOT TO SCALETDETAIL ANOT TO SCALE1/4"+/-1/8"1 1/4"+/-1/4"DETAIL BNOT TO SCALEJOINT FILLERSEE DETAIL 'A'PAVEMENT JOINT DETAILS (3 OF 3)6" PCCEXISTING SUBGRADE6"SCARIFIED ANDRECOMPACTED SUBGRADE6" PCC CONCRETE6" AGGREGATE6"1'-0"6" AGGREGATE6"EXISTING PAVEMENTEXISTING SUBGRADE12" COMPACTED SUB BASE,EXTEND 6" BEYOND BACKOF CURBR2.00'4"6"3"2'-0"6"T1'-0" HY-VEE, INC. 5820 WESTOWN PARKWAY WEST DES MOINES, IOWA 50266 TELEPHONE: (515) 267-2800 FAX: (515) 267-2935 R EMPLOYEE OWNED SCALE: 1" = 1'-0"REVISIONBYDATEPCC CURB AND GUTTERCALL 811 / 1-800-292-89892 Working Days BEFORE YOU DIGDigSafeWait48.comIOWAONE CALLREMPLOYEE OWNEDHY-VEE, INC.5820 WESTOWN PARKWAYWEST DES MOINES, IOWA 50266P 515-267-2800F 515-267-2935LOCATION IOWA CITY #3 AISLES ONLINE 1125 NORTH DODGE STREETDRAWN BYDATESCALESHEETREVISIONS DATE DRAWN BYJOB NUMBERC5.0CONSTRUCTIONDETAILSPages or sheets covered by this seal:SignatureDateI hereby certify that this engineering document wasprepared by me or under my direct personal supervisionand that I am a duly licensed Professional Engineerunder the laws of the State of Iowa.Iowa License Number 18685Luis T. Leon, P.E.My license renewal date is December 31, 2021.C5.0PRELIMINARYNOT FOR CONSTRUCTIONHY-VEE, INC. 5820 WESTOWN PARKWAY WEST DES MOINES, IOWA 50266 TELEPHONE: (515) 267-2800 FAX: (515) 267-2935 R EMPLOYEE OWNED NOT TO SCALEREVISIONBYDATECURB RAMP FOR SIDEWALK BERM SHOWN IS TYPICAL FOR SLOPES FLATTER THAN 3:1.FOR STEEPER SLOPES, INCREASE BERM SIZE AS DIRECTEDBY THE ENGINEER.PLACE BERM IN UNCOMPACTED WINDROWPERPENDICULAR TO THE SLOPE AT LOCATIONS SPECIFIEDIN THE CONTRACT DOCUMENTS.FILTER SOCK DIAMETER AS SPECIFIED IN THE CONTRACTDOCUMENTS.WATERFLOWSECTION VIEW AT STREETFOR PERIMETER CONTROL ALONG STREETFILTER SOCKWATERFLOWPLACE ADDITIONALFILTER MATERIAL ORSOIL TO FILL THE SEAMBETWEEN THE TUBEAND THE GROUNDPLAN VIEW OF SLOPEFOR SEDIMENT AND SLOPE CONTROLPLACE BERMOR SOCKPERPENDICULARTO SLOPEDISTURBEDAREASTAKE, TYPCONSTRUCT "J-HOOK" AT EACHEND ON AND INDIVIDUALSECTION OF SOCK OR BERMMA XFILTER MATERIALMA X I M U M L E N G T H P E R S E C T I O N 60 0 ' - 0 " I F S L O P E I S F L A T T E R TH A N 5 %DIRECT IONOF FLOWWATERFLOW11FILTER BERMAREA TO BEPROTECTEDFILTER MATERIALSTAKE600'-0" IF SLOPE IS FLATTER THAN 5%TYPICAL SILT FENCE INSTALLATION ONLONGITUDINAL SLOPESPLAN VIEWINSTALL PARELLEL TOGROUND CONTOURSINSTALL "J-HOOK" AT EACH ENDOF AN INDIVIDUAL SECTION OFSILT FENCEGROUND CONTOURSHY-VEE, INC.5820 WESTOWN PARKWAY WEST DES MOINES, IOWA 50266 TELEPHONE: (515) 267-2800 FAX: (515) 267-2935 REMPLOYEE OWNED NOT TO SCALEREVISIONBYDATEHY-VEE, INC.5820 WESTOWN PARKWAY WEST DES MOINES, IOWA 50266 TELEPHONE: (515) 267-2800 FAX: (515) 267-2935 REMPLOYEE OWNED NOT TO SCALEREVISIONBYDATEHY-VEE, INC. 5820 WESTOWN PARKWAY WEST DES MOINES, IOWA 50266 TELEPHONE: (515) 267-2800 FAX: (515) 267-2935 REMPLOYEE OWNED NOT TO SCALEREVISIONBYDATEHY-VEE, INC. 5820 WESTOWN PARKWAY WEST DES MOINES, IOWA 50266 TELEPHONE: (515) 267-2800 FAX: (515) 267-2935 R EMPLOYEE OWNED NOT TO SCALEREVISIONBYDATEHY-VEE, INC. 5820 WESTOWN PARKWAY WEST DES MOINES, IOWA 50266 TELEPHONE: (515) 267-2800 FAX: (515) 267-2935 R EMPLOYEE OWNED NOT TO SCALEREVISIONBYDATEFILTER BERM AND FILTER SOCKTHICKNESS ASSPECIFIED(6" MINIMUM)111ENTRANCE LENGTH: 50' MINIMUM (30' FOR SINGLE FAMILYRESIDENTIAL), OR AS SPECIFIED IN THE CONTRACTDOCUMENTS. LENGTH OF ENTRANCE MAY BE INCREASEDIF SEDIMENT TRACK-OUT OCCURS110' -0 " M IN LENGTH20' -0 " M INSTABILIZED CONSTRUCTION ENTRANCE/EXITFORESLOPEBACKSLOPEPOST SPACING1VARIABLE (20'-0" FOR A NORMAL 10'-0" WIDE DITCH)TYPICAL SILT FENCE DITCH CHECKINSERT 12 INCHES OF FABRIC A MINIMUM OF6 INCHES DEEP (FABRIC MAY BE FOLDEDBELOW THE GROUND LINE)1ATTACHMENT TO POSTFABRICWIRE ORCABLE TIESPOSTSILT FENCE 1 OF 3SILT FENCE 2 OF 3TYPICAL SILT FENCE INSTALLATION ONLONGITUDINAL SLOPESPROFILE VIEWGROUND LINEFABRICWATERFLOW11'T' STEELFENCE POST 4'-0" MIN GROUND LINEFABRIC2DETAILS OF SILT FENCE ON LONGITUDINALSLOPES1INSERT 12 INCHES OF FABRIC A MINIMUM OF6 INCHES DEEP (FABRIC MAY BE FOLDEDBELOW THE GROUND LINE)REDUCE POST SPACING TO 5'-0" AT WATERCONCENTRATION AREAS, OR AS REQUIREDTO ADEQUATELY SUPPORT FENCE12SILT FENCE 3 OF 3HY-VEE, INC.5820 WESTOWN PARKWAYWEST DES MOINES, IOWA 50266TELEPHONE: (515) 267-2800FAX: (515) 267-2935 REMPLOYEE OWNEDNOT TO SCALEREVISIONBYDATETYPE 1 SIGNHY-VEE, INC.5820 WESTOWN PARKWAYWEST DES MOINES, IOWA 50266TELEPHONE: (515) 267-2800FAX: (515) 267-2935 REMPLOYEE OWNEDNOT TO SCALEREVISIONBYDATETYPE 2 SIGNHY-VEE, INC.5820 WESTOWN PARKWAYWEST DES MOINES, IOWA 50266TELEPHONE: (515) 267-2800FAX: (515) 267-2935 REMPLOYEE OWNEDNOT TO SCALEREVISIONBYDATETYPE 3 SIGNCALL 811 / 1-800-292-89892 Working Days BEFORE YOU DIGDigSafeWait48.comIOWAONE CALLREMPLOYEE OWNEDHY-VEE, INC.5820 WESTOWN PARKWAYWEST DES MOINES, IOWA 50266P 515-267-2800F 515-267-2935LOCATION IOWA CITY #3 AISLES ONLINE 1125 NORTH DODGE STREETDRAWN BYDATESCALESHEETREVISIONS DATE DRAWN BYJOB NUMBERC5.1CONSTRUCTIONDETAILSPages or sheets covered by this seal:SignatureDateI hereby certify that this engineering document wasprepared by me or under my direct personal supervisionand that I am a duly licensed Professional Engineerunder the laws of the State of Iowa.Iowa License Number 18685Luis T. Leon, P.E.My license renewal date is December 31, 2021.C5.1PRELIMINARYNOT FOR CONSTRUCTION 9.5FOOTINGSEE DETAIL THIS PAGELIGHT POLE ASSPECIFIEDCURB ANDGUTTER, TYPHY-VEE, INC. 5820 WESTOWN PARKWAY WEST DES MOINES, IOWA 50266 TELEPHONE: (515) 267-2800 FAX: (515) 267-2935 R EMPLOYEE OWNED SCALE: 3/8" = 1'-0"REVISIONBYDATELIGHT POLE FOOTING LOCATION AT BACK OF CURB ,TYPHY-VEE, INC. 5820 WESTOWN PARKWAY WEST DES MOINES, IOWA 50266 TELEPHONE: (515) 267-2800 FAX: (515) 267-2935 R EMPLOYEE OWNED SCALE: 3/8" = 1'-0"REVISIONLIGHT FIXTURE POLE MOUNTING, TYPBYDATEISSUE DATEJMD04.19.2017REMOVABLE TOP CAP#14 GA. SPLIT REMOVABLEBASE COVERLOCKING NUT, LEVELING NUT45 DEG CHAMFERED TOP EDGESTEEL PLATED ANCHOR BOLTS TIEDTO REBAR CAGE, COORDINATEWITH POLE MANUFACTURERREQUIREMENTSSECTION#4 TIES @ 12" O.C.8 - #6 REINFORCING BARSSLIGHTLY BEVEL TOPEDGE OF STEELBASE PLATECONCRETE PEDESTALWITH 45° CHAMFEREDTOP EDGETOP VIEW8 - #6 VERTICAL REBAREQUALLY SPACEDRIGID STEEL CONDUITAND WIRECOMPACT ANY BACKFILL TO98% STANDARD PROCTORDENSITYGRADEBACK PLASTER EXPOSED SURFACEWITH CEMENT PASTE TO ELIMINATEANY VOIDS OR HONEYCOMB AREASNON-SHIRNK GROUTGROUND LUG INSIDE POLEPOLE MOUNT WGFI ANDDATA JUNCTION BOXCONCRETE BASEBY GENERAL CONTRACTOR12" X 8' GROUND ROD WITHCLAMPAND #10 GND WIRE TO BOLTCAGEPARKING SURFACE12" EXPANSION MATERIALWITH SEALANTPOLE BASE SCHEDULEPOLE HEIGHT'A'-(FT)BASE DEPTHCASE 1'B'-(FT)BASE DEPTHCASE 2'B'-(FT)BASE DEPTHCASE 3'B'-(FT)308.010.5#4 REBAR CLOSED TIES12" 0.C. VERTICALSTEEL POLELIGHT FIXTURE,SEE PLAN FOR TYPE12"x"18" WHITE ON BLUEBACKGROUND, ORDER FROM:SIGNBOOK@HY-VEE.COMCONTRACTOR TO VERIFY SIGNGRAPHICS AND INSTALLATIONWITH STATE AND LOCAL CODESA. 2 SIGNS ON SAME POST,'HANDICAP PARKING' UPPER AND 'FINE' LOWERB. 'RESERVED PARKING'SINGLE SIGNSIGNS MAY BE MOUNTED ONWALLS WHERE POSSIBLEHANDICAPPEDPARKINGVEHICLE IDREQUIRED SIGN TO BE ORDERED FROM:SIGNBOOK@HY-VEE.COM,CENTER IN FRONT OF EACHSPACEANYTIMEELECTRICVEHICLECHARGINGSTATIONSIGNAGE,ORDER FROM:SIGNBOOK@HY-VEE.COMCONTRACTOR TO VERIFY SIGNGRAPHICS AND INSTALLATIONWITH STATE AND LOCAL CODESSIGNS MAY BE MOUNTED ONWALLS WHERE POSSIBLEReservedParkingfor new andexpecting mothers12"x15"12"x15"12"x18"SUPER HEROPARKING ONLYVeterans, Active Duty, EMT's,Police Force, Fire FightersPAVEMENT,SEE SITE PLAN FOR PAVINGTYPE AND THICKNESS, TYPCOMPACTEDSUBGRADE, TYP'VAN ACCESSIBLE'$200 FINE SIGN REQUIRED,VERIFY WITH LOCAL CODES2" SQUARE, 12 GAUGE STEELTUBINGCONCRETE FOOTINGEXPANSION JOINT, TYP2" REVEAL ABOVE FINISH GRADE,ATTACH POST TO SLEEVE WITHCORNER BOLT, TYPMIN.PER ADA2 14"x 2 14" SQUARE, 12 GAUGESTEEL TUBINGINSERT 2" POST INTO 2 14"POST, 12" MINIMUMMIN.CLEAR THANK YOU AND WELCOMESIGNS TO BE ORDERED FROM:SIGNBOOK@HY-VEE.COM,CENTER IN FRONT OF EACHSPACESIGNAGE,ORDER FROM:SIGNBOOK@HY-VEE.COMA. 2 SIGNS ON SAME POST'STOP' UPPER AND 'THANKYOU' LOWERB. 'WELCOME' SINGLE SIGNCONTRACTOR TO VERIFY SIGNGRAPHICS AND INSTALLATIONWITH STATE AND LOCAL CODESCOMPACTEDSUBGRADE, TYP24"x"24" WHITE LETTERING ONRED BACKGROUND, ORDER FROM:SIGNBOOK@HY-VEE.COMA. 'STOP' SINGLE SIGNB. 'DO NOT ENTER' ON SAME SIGN POST AS'STOP' SIGN(OPPOSITE SIDE)STOP AND DO NOT ENTERSIGNS PER STATE AND LOCALCODEShappiereasierhealthierfor shoppingThank YoueasierhealthierhappierWelcome to2" SQUARE, 12 GAUGE STEELTUBING2" REVEAL ABOVE FINISH GRADE,ATTACH POST TO SLEEVE WITHCORNER BOLT, TYP2 14"x 2 14" SQUARE, 12 GAUGESTEEL TUBINGINSERT 2" POST INTO 2 14"POST, 12" MINIMUMCONCRETE FOOTINGMIN.CLEAR 1HY-VEE, INC.5820 WESTOWN PARKWAYWEST DES MOINES, IOWA 50266TELEPHONE: (515) 267-2800FAX: (515) 267-2935 REMPLOYEE OWNEDNOT TO SCALEREVISIONBYDATELANE MARKING DETAILHY-VEE, INC. 5820 WESTOWN PARKWAY WEST DES MOINES, IOWA 50266 TELEPHONE: (515) 267-2800 FAX: (515) 267-2935 R EMPLOYEE OWNED NOT TO SCALEREVISIONBYDATELANE MARKING DETAILHY-VEE, INC.5820 WESTOWN PARKWAYWEST DES MOINES, IOWA 50266TELEPHONE: (515) 267-2800FAX: (515) 267-2935 REMPLOYEE OWNEDSCALE: 3/8" = 1'-0"REVISIONBYDATETYPE ONE SIGN ASSEMBLYHY-VEE, INC. 5820 WESTOWN PARKWAY WEST DES MOINES, IOWA 50266 TELEPHONE: (515) 267-2800 FAX: (515) 267-2935 R EMPLOYEE OWNED SCALE: 3/8" = 1'-0"REVISIONBYDATETYPE TWO SIGN ASSEMBLYHY-VEE, INC. 5820 WESTOWN PARKWAY WEST DES MOINES, IOWA 50266 TELEPHONE: (515) 267-2800 FAX: (515) 267-2935 R EMPLOYEE OWNED SCALE: 3/8" = 1'-0"REVISIONBYDATETYPE 4SS BOLLARDHY-VEE, INC.5820 WESTOWN PARKWAYWEST DES MOINES, IOWA 50266TELEPHONE: (515) 267-2800FAX: (515) 267-2935 REMPLOYEE OWNEDSCALE: 3/8" = 1'-0"REVISIONBYDATETYPE 4SS HC BOLLARD'VAN ACCESSIBLE'$200 FINE SIGN REQUIRED,VERIFY WITH LOCAL CODESHANDICAPPED PARKING SIGNPER ADA STANDARDS,CENTER IN FRONT OF EACHSPACE7'-0"x1-1/2" SQUARE STEELTUBING EMBEDDED INBOLLARDCRUSHEDAGGREGATEPAVEMENT,SEE SITE PLAN FOR PAVINGTYPE AND THICKNESS, TYPSONO TUBE, TRIM FLUSHWITH PAVEMENT, TYPSUBGRADE ASSPECIFIEDNO. 3 REBAR ANCHOR AT1/2" DIA. HOLEEXPANSION JOINT, TYPPCC FOOTING12"x"18" WHITE ON BLUEBACKGROUND, ORDER FROM:SIGNBOOK@HY-VEE.COMCONTRACTOR TO VERIFY SIGNGRAPHICS AND INSTALLATIONWITH STATE AND LOCAL CODESA. 2 SIGNS ON SAME POST,'HANDICAP PARKING' UPPER AND 'FINE' LOWERB. 'RESERVED PARKING'SINGLE SIGNSIGNS MAY BE MOUNTED ONWALLS WHERE POSSIBLEHANDICAPPEDPARKINGVEHICLE IDREQUIREDVERIFY WITHSTATE AND LOCALCODES MIN.PAVEMENT,SEE SITE PLAN FOR PAVINGTYPE AND THICKNESS, TYPSONO TUBE, TRIM FLUSHWITH PAVEMENT, TYPSUBGRADE ASSPECIFIEDEXPANSION JOINT, TYPCRUSHEDAGGREGATENO. 3 REBAR ANCHOR AT1/2" DIA. HOLECONCRETE FOOTINGNOTE:WHEN LOCATED ON ANACCESSIBLE ROUTE, SIGNHEIGHT SHALL BE ADJUSTED TO7'-0" FROM BOTTOM OF SIGN4" Ø BOLLARDSCHEDULE 40 STEEL PIPEFINISH: STAINLESS STEEL4" Ø BOLLARDSCHEDULE 40 STEEL PIPEFINISH: STAINLESS STEELCALL 811 / 1-800-292-89892 Working Days BEFORE YOU DIGDigSafeWait48.comIOWAONE CALLREMPLOYEE OWNEDHY-VEE, INC.5820 WESTOWN PARKWAYWEST DES MOINES, IOWA 50266P 515-267-2800F 515-267-2935LOCATION IOWA CITY #3 AISLES ONLINE 1125 NORTH DODGE STREETDRAWN BYDATESCALESHEETREVISIONS DATE DRAWN BYJOB NUMBERC5.2CONSTRUCTIONDETAILSPages or sheets covered by this seal:SignatureDateI hereby certify that this engineering document wasprepared by me or under my direct personal supervisionand that I am a duly licensed Professional Engineerunder the laws of the State of Iowa.Iowa License Number 18685Luis T. Leon, P.E.My license renewal date is December 31, 2021.C5.2PRELIMINARYNOT FOR CONSTRUCTION 500 E Locust Street, Suite 400 DES MOINES IA 50309 P515.422.7016 www.ltleon.com March 12, 2021 City of Iowa City Special Exception Hy-Vee Iowa City # 3 Aisles Online Drive Through Lanes and Kiosk 1125 North Dodge Street, Iowa City RE: Specific Criteria (14-4C-2K-3) Access and Circulation: The Hy-Vee Aisles Online will be located in the existing Hy-Vee parking lot directly to the west of the existing Hy- Vee grocery store. Access to the drive through lanes will be facilitated through the existing parking lot ingress and egress mainly off St Clement Street although customers may access off N Dodge St and through the parking lot. Hy-Vee does not anticipate that the drive through lanes will increase the amount of traffic to the store but will replace existing in store shopping trips. Using existing access points means we will not be adding any additional curb cuts or affecting pedestrian safety. The drive through layout allows a queue of cars rather than a pull in configuration which will improve traffic flow and customer satisfaction. The existing pedestrian routes in the right of way along St Clement St will not be affected. Stacking Spaces and Volume: Hy-Vee has been working on how to better serve their customers with online grocery ordering, delivery, and pickup over the past several years. They were working with order volumes that could be easily accommodated with several dedicated parking stalls prior to the COVID-19 disruption. In a matter of a week, they went from processing 50 to 60 online orders each day to processing hundreds of orders per hour each day. Orders are processed in incremental time slots to control the number of trips coming to the store and has based the car stacking on volume capabilities. Hy-Vee is seeing peak hours between 4 pm and 6 pm as customers pick up their groceries on the way home from work. Typical hours of operation are from 8 am to 10 pm but may be less based on demand at a location. As a result of this information, Hy-Vee is providing 3 lanes in this location with each lane stacking 6 cars, totaling 18 stacking spots. This is more than enough stacking for the volume and Hy-Vee will easily be able to control the number of customers through their incremental time slots. On Site Signage and Pavement Markings: Hy-Vee has created specific branded Aisles Online Post Signage and Directional Pavement Markings that are located to direct traffic to the lanes. In addition to that, the building has signage and a canopy that provides additional wayfinding. The canopy is 752 SF and acts as both a wayfinding device for customers and shelter from the elements for Hy-Vee employees as they load vehicles with groceries. Do not enter signs are provided at the exit of the lanes. Location:  Page 2 March 12, 2021 The Aisles Online drive through has been located away from the store to avoid traffic conflicts along the front of the store and in the parking lot. The location for the drive through aisles is along St Clement Street with the kiosk backing up to the street. This allows the kiosk to assist in buffering the lanes from the residential properties across St Clement Street. Since this is already a parking lot, the transition to drive through lanes and car-oriented uses is not much of a change. The surrounding neighborhood is residential in character and the Aisles Online will fits in well with the neighborhood. The building will buffer the parking lot from the street and the residential area. The existing landscape buffer between the Aisles Online and the street will be maintained, and all trees will be protected. In addition, Hy-Vee is adding additional buffer to minimize impact. Design Standards: (1) The drive through lanes will be constructed on existing parking lot and will not be detrimental to the neighboring properties through careful location of the new kiosk and the additional landscape buffering. The change from a car-oriented parking lot to a car-oriented drive through queue does not alter the design quality of the site. Pedestrian access along St Clement Street is maintained. (2) The landscape S2 buffer that exists along St Clement Street will be maintained and increased in width to effectively screen the drive through as it now screens the parking lot. The building is located such that it will also buffer the drive through lanes from the residential area. (3) Hy-Vee has incremental time slots which helps them plan orders and staffing and reduces idling time for cars along with being able to serve their customers quickly and efficiently. (4) The drive through is incorporated into the existing parking lot and while it does change the flow of traffic slightly, it fits into the overall vehicle circulation and pedestrian circulation of the site as it exists. The main difference is the one-way flow of traffic from the East to the West through the drive through lanes. (5) Lighting is confined to the canopy lights and the specifications and photometric plan have been included in the drawings. It has been designed not to trespass and glare onto neighboring properties. (6) NA (7) There are no loudspeakers or intercom systems in this project. Prepared by LT Leon Associates, Inc. 500 E Locust Street, Suite 400 DES MOINES IA 50309 P515.422.7016 www.ltleon.com March 12, 2021 City of Iowa City Special Exception Hy-Vee Iowa City # 3 Aisles Online Drive Through Lanes and Kiosk 1125 North Dodge Street, Iowa City RE: General Criteria (14-4B-3A) 1. The specific proposed exception will not be detrimental to or endanger the public health, safety, comfort, or general welfare. The exception to allow drive through lanes will not endanger public health, safety, comfort, or general welfare. The project protects the pedestrian access and pedestrian safety through material and wayfinding. Hy-Vee does not anticipate that the drive through lanes will increase the amount of traffic to the store but will replace existing in store shopping trips. Using existing access points means we will not be adding any additional curb cuts or affecting pedestrian safety. The drive through layout allows a queue of cars rather than a pull in configuration which will improve traffic flow and customer satisfaction. The existing pedestrian sidewalk to the north of the Aisles Online project will remain. 2. The specific proposed exception will not be injurious to the use and enjoyment of other property in the immediate vicinity and will not substantially diminish or impair property values in the neighborhood. The surrounding neighborhood is residential in character. The existing landscape buffer between the Aisles Online and the street will be maintained, and all trees will be protected. Additional landscaping will be added to help buffer the uses and the kiosk is located such that it will effectively block the Aisles Online drive through lanes. The change of use from a parking lot that is car-oriented to a drive through queue that is car-oriented is minor and does not affect the design quality of the site. 3. Establishment of the specific proposed exception will not impede the normal and orderly development and improvement of the surrounding property for uses permitted in the district in which such property is located. Hy-Vee does not anticipate that the drive through lanes will increase the amount of traffic to the store. Additionally, Hy-Vee can control the volume through their incremental time slots. The development of the Aisles Online drive through is commercial in nature and consistent with the surrounding land uses. 4. Adequate utilities, access roads, drainage and/or necessary facilities have been or are being provided. The Aisles Online kiosk only requires electrical utilities which is being provided. Additional access roads are not needed as the facility uses existing parking lot access points. Impervious surface remains nearly identical to  Page 2 March 12, 2021 before and the existing drainage patterns and storm sewer facilities will remain the same and will contain the same volume of stormwater as the previous configuration. 5. Adequate measures have been or will be taken to provide ingress or egress designed to minimize traffic congestion on public streets. Orders are processed in incremental time slots to control the number of trips coming to the store and has based the car stacking on volume capabilities. Hy-Vee is seeing peak hours between 4 pm and 6 pm as customers pick up their groceries on the way home from work. Typical hours of operation are from 8 am to 10 pm but may be less based on demand at a location. As a result of this information, Hy-Vee is providing 3 lanes in this location with each lane stacking 6 cars, totaling 18 stacking spots. This is more than enough stacking for the volume and Hy-Vee will easily be able to control the amount of customers through their incremental time slots. 6. Except for the specific regulations and standards applicable to the exception being considered, the specific proposed exception, in all other respects, conforms to the applicable regulations or standards of the zone in which it is to be located. The project will conform to all of the applicable regulations or standards of the commercial zone in which it is located. 7. The proposed exception will be consistent with the Comprehensive Plan of the City, as amended. The Future Land Use Map shows this property as General Commercial. As it is already in a commercial use, a commercial grocery drive through is compatible with that use. This project “encourages compact, efficient development” since it is not building more pavement in addition to the parking lot but replacing existing parking lot with a more efficient use. It is furthering commercial development in a “defined commercial node” and is appropriate for the Land Use and “compatible and complementary to the surrounding neighborhood”. Prepared by LT Leon Associates, Inc. FLOOR LEVEL +0" T/ LOW PARAPET +10'-8" T/ LOW PARAPET +10'-8" 2 B/ LOW FASCIA +8'-0" B/ LO W FASCIA +8'-0" B/ HIGH FASCIA +9'-4" 1 1 A B A6.0 5 1 T/ HIGH PARAPET +12'-0" 0.A 0.C D1 3 3 3 2 2 2 1 2 THIN BRICK BY KANSAS BRICK & TILE COLOR: #530 FLASH SIZE: MODULAR BOND: 1/3 RUNNING MORTAR: SOLOMON GRIND 10H 1 MASONRY UNITS PHENOLIC W ALL PANEL: STONEWOOD COLOR: MATCH SHERW IN-W ILLIAMS "MAISON BLANCHE" 7526 WALL CLADDING PHENOLIC W ALL PANEL: STONEWOOD COLOR: MATCH SHERW IN-W ILLIAMS "NANTUCKET DUNE" 7527 2 PHENOLIC W ALL PANEL: STONEWOOD COLOR: "GRANITE GREY" 7026 PREFINISHED 0.40 ALUMINUM PANELS COLOR: ALPOLIC "NSG GREY" METAL TRIM COLORS 3 1 3 PREFINISHED METAL TO MATCH CLADDING COLOR PAINT X FLOOR LEVEL +0" T/ LOW PARAPET +10'-8" B/ LOW FASCIA +8'-0" 21 T/ HIGH PARAPET +12'-0" 2 2 1 1 FLOOR LEVEL +0" T/ LOW PARAPET +10'-8" T/ LOW PARAPET +10'-8" B/ LOW FASCIA +8'-0" B/ LOW FASCIA +8'-0" B/ HIGH FASCIA +9'-4" AB A6.0 5 T/ HIGH PARAPET +12'-0" 2 2 1 3 3 2 1 1 2 B/ LOW FASCIA +8'-0" B/ HIGH FASCIA +9'-4" NON-LIT SIGNAGE 8 1/2"10'-3 1/2"1'-0" FLOOR LEVEL +0" T/ LOW PARAPET +10'-8" B/ LOW FASCIA +8'-0" 2 1 T/ HIGH PARAPET +12'-0" 1 1 2 0.1 0.2 2 1 3 3 DATE:DRAW N: SCALE:JOB NUMBER: SHEET: TRUE NORTH PLAN NORTH REVISION DATE BY As indicated A6.0 03/05/2021 20050 MJ / KK ELEVATIONS4 A6.0 SCALE:N.T.S. KEY PLAN 3 A6.0 1 A6.0 2 A6.0 SCALE:1/4" = 1'-0" FRONT ELEVATION1 SCALE:1/4" = 1'-0" SIDE ELEVATION W/ DOOR3SCALE:1/4" = 1'-0" REAR ELEVATION2 SCALE:3/4" = 1'-0" ENLARGED SIGNAGE ELEVATION5 SCALE: 3D VIEW SCALE:1/4" = 1'-0" SIDE ELEVATION W/ CANOPY4 CUSTOMER APPROVED LIGHT LAYOUT APPROVED APPROVED AS NOTEDSIGN: __________________________________ DATE: ________BUILDINGDIRECTIONPLANNORTHINSTALLER NOTE:BUILDING & CANOPY DIRECTIONTO BE VERIFIED PER S-SHEETS& SITE LOCATION.7'-4"10'-8"10'-8"8'-2"47'-6" O.T.O. STEEL7'-8"15'-4"O.T.O.STEELALL LIGHTS MUST LAND IN THECENTER OF THE DECK PANS7'-8"LIGHT LAYOUT = 4 LIGHTS SUPPLIED BY ARNING INSTALLED BY ARNING10'-8"30 PSF AOL TYPE A CANOPY MASTER LIGHT LAYOUT FORCUSTOMER APPROVALS1.4F.K./S.C. V.SULLINS 2/24/21 DRAWN BY CHECKED BY DATE SCALE AS NOTED ARNING # REV DESCRIPTION BYDATE AFFILIATE COMPANYRICANINSTITUTEOFSTEEL C O N STRUCTIONFOUNDE D 1 9 2 1AEMCUSTOMER16'-0" X 47'-1" ( 3 ) COLUMN CANOPY HY-VEE 5820 WESTOWN PARKWAY WEST DES MOINES, IA 50265 HY-VEE AISLES ONLINE CANOPY IOWA CITY (3), IA THESE DRAWINGS AND ALL INFORMATION HEREON ARE OF A CONFIDENTIAL NATURE AND REMAIN THE PROPERTY OF ARNING COMPANIES. ANY USE, DISTRIBUTION OR REPRODUCTION OF THESE DRAWINGS FOR ANY PURPOSE, EXCEPT BY WRITTEN PERMISSION OF ARNING COMPANIES IS STRICTLY PROHIBITED. 417-847-3131 FAX 417-847-3081 P. O. BOX F, CASSVILLE, MO 65625 CANOPY LOCATION 1733917339 LSI Industries Inc. 10000 Alliance Rd. Cincinnati, OH 45242 • www.lsicorp.com (513) 372-3200 • ©2020 LSI Industries Inc. All Rights Reserved. Specifications subject to change without notice. Page 1/4 Rev. 10/19/20 SPEC.1020.A.0420 Catalog #:Project: Date:Type:Prepared By: Scottsdale® Legacy (CRUS) LED Canopy Luminaire FEATURES & SPECIFICATIONS Construction • Features a ultra-slim 11/16” profile die-cast housing, with flat clear tempered glass lens. Unit is water-resistant, sealed and IP66 rated. Integral designed heat sink does not trap dirt and grime, ensuring cool running performance over the life of the fixture. • Standard color is white and is finished with LSI’s DuraGrip® polyester powder coat process. DuraGrip withstands extreme weather changes without cracking or peeling. • Luminaire assembly incorporates a pressure stabilizing vent breather to prevent seal fatigue and failure. Optical System • Features an array of select, mid-power, high brightness, high efficiency LED; 3000K, 4000K, 5000K color temperature, 80 CRI (nominal). • Choice of Symmetric or Asymmetric distribution. Asymmetric provides a wider distribution pattern. • Six Lumen Packages: 5,000, 9,000, 10,000, 13,000, 18,000 and 22,000 Lumens. Electrical • High performance factory programmable driver features over-voltage, under voltage, short-circuit and over temperature protection with integral 6kV surge protection that meets IEEE C62.41.2 and ANSI C82.77-5 Location Category C Low standards. Custom lumen and wattage packages available. • Additional field replaceable 10kV surge protection device that meets a minimum Category C Low operation (per ANSI/IEEE C62.41.2) is standard. • Driver components are fully encased in potting for moisture resistance. Complies with IEC and FCC standards. 0-10 V dimming supplied standard with all drive currents. • Die-cast aluminum, wet location rated driver/electrical enclosure is elevated above canopy deck to prevent water entry, provide easy “knock-out” connection of primary wiring and acts as the primary heatsink ensuring cool operation of internal components for longer life. Seals to optical housing via one-piece molded silicone gasket. • Universal voltage power supply, 120-277 VAC, 50/60 HZ and 347-480 VAC, 50/60 HZ input. • -40°C to 55°C (-40°F to 131°F) ambient operating temperature. (Varies based on lumen package and mounting style see performance data for specifics.) • Minimum 60,000 to 100,000 hours depending upon the ambient temperature of the installation location (see performance data for specifics.) Hazardous Location • Designed for lighter than air fuel applications. Product is suitable for Class 1 Divisions 2 only when properly installed per LSI installation instructions. See lsicorp.com for specific guidance. Not available on SLW. Installation • One-person installation. • Installs in a 12” or 16” deck pan. Deck penetration consists of a 4” hole, simplifying installation and water sealing. Unit is designed to quickly retrofit into existing Scottsdale (4”) hole as well as openings for Encore and Encore Top Access and to reconnect wiring for the SC/ECTA without having to relocate the conduit. • Retro panels are available for existing Encores as well as kits for recessed and 2x2 installations (see separate spec sheets). Support brackets are provided standard, to prevent sagging of deck. Warranty • LSI LED fixtures carry a 5-year warranty (contact your LSI representative for extended warranty options.) Listings • UL and ETL listed to UL 1598, UL 8750 and other U.S. and International safety standards. Suitable for wet locations. • DesignLights Consortium® (DLC) qualified product. Not all versions of this product may be DLC qualified. Please check the DLC Qualified Products List at www.designlights. org/QPL to confirm which versions are qualified. • Meets Buy American Act requirements. • IDA compliant with 3000K or lower color temperature. OVERVIEW Lumen Package 5,000 - 22,000 Wattage Range 38 - 152 Efficacy Range (LPW)114 -156 Weight lbs(kg)23 (10.4) QUICK LINKS Ordering Guide Performance Photometrics Dimensions IP66 LSI Industries Inc. 10000 Alliance Rd. Cincinnati, OH 45242 • www.lsicorp.com (513) 372-3200 • ©2020 LSI Industries Inc. All Rights Reserved. Specifications subject to change without notice. Page 2/4 Rev. 10/19/20 SPEC.1020.A.0420 Type: Scottsdale® Legacy LED Canopy Luminaire (CRUS) ORDERING GUIDE Back to Quick Links Prefix Distribution Light Source Drive Current Color Temp Input Voltage Finish Options CRUS - LED Canopy Luminaire SC - Symmetric AC1 - Asymmetric LED SLW - Super Low Watt VLW - Very Low Watt LW - Low Watt SS - Super Saver HO - High Output VHO - Very High Output Custom Lumen Packages3 50 - 5,000K 40 - 4,000K 30 - 3,000K UE - Universal Voltage (120 - 277V) HV - High Voltage 347 - 480V WHT - White BRZ - Bronze BLK - Black HL2 - Hazardous Location TYPICAL ORDER EXAMPLE:CRUS SC LED SS 50 UE WHT FOOTNOTES: 1. AC distribution utilizes a reflector which alters the look from a standard SC distribution. 2. Not available on SLW. PERFORMANCE Back to Quick Links Recommended Lumen Maintenance1 CRUS VHO Ambient Temp C Initial 2 25k hr 2 50k hr 2 75k hr 3 100k hr 3 0 C 102%97%92%88%84% 10 C 102%97%92%88%84% 20 C 102%97%92%88%84% 25 C 102%97%92%88%84% 30 C 102%97%92%88%84% 40 C 101%95%90%85%80% 50 C 101%94%89%83%78% OPERATING TEMPERATURE LUMEN PACKAGE MOUNTING Max VHO Metal/Wood Canopy 45 C HO Metal/Wood Canopy 45 C SS Metal/Wood Canopy 55 C Recommended Lumen Maintenance1 CRUS SS Ambient Temp C Initial 2 25k hr 2 50k hr 2 75k hr 3 100k hr 3 0 C 102%97%92%88%84% 10 C 102%97%92%88%84% 20 C 102%97%92%88%84% 25 C 102%97%92%88%84% 30 C 102%97%92%88%84% 40 C 102%97%92%88%84% 50 C 101%95%91%86%82% DELIVERED LUMENS Lumen Package Distribution 3000K CCT 4000K CCT 5000K CCT WattageDelivered Lumens Efficacy BUG Rating Delivered Lumens Efficacy BUG Rating Delivered Lumens Efficacy BUG Rating VHO SC 21301 140 B4-U0-G2 21835 144 B4-U0-G2 22697 150 B4-U0-G2 152AC17355114B3-U0-G3 17799 117 B3-U0-G3 18502 122 B3-U0-G3 HO SC 17889 143 B3-U0-G1 18346 146 B3-U0-G2 19071 152 B4-U0-G2 125AC14582116B3-U0-G2 14955 119 B3-U0-G2 15546 124 B3-U0-G2 SS SC 13113 141 B3-U0-G1 13449 144 B3-U0-G1 13980 150 B3-U0-G1 93AC11468123B3-U0-G2 11761 126 B3-U0-G2 12226 131 B3-U0-G2 LW SC 10457 144 B3-U0-G1 10724 148 B3-U0-G1 11148 154 B3-U0-G1 73AC9145126B2-U0-G2 9379 129 B2-U0-G2 9749 134 B2-U0-G2 VLW SC 8783 146 B3-U0-G1 9008 149 B3-U0-G1 9364 155 B3-U0-G1 60AC7681127B2-U0-G1 7878 131 B2-U0-G1 8189 136 B2-U0-G1 SLW SC 5585 146 B2-U0-G1 5728 150 B2-U0-G1 5954 156 B2-U0-G1 38AC4884128B1-U0-G1 5009 131 B1-U0-G1 5207 136 B1-U0-G1 ELECTRICAL DATA (AMPS) Lumen Package Wattage 120V 208V 240V 277V 347V 480V VHO 152 1.27 0.73 0.64 0.55 0.44 0.32 HO 124 1.03 0.6 0.52 0.45 0.36 0.26 SS 92 0.77 0.44 0.38 0.33 0.27 0.19 LW 72 0.6 0.35 0.3 0.26 0.21 0.15 VLW 60 0.5 0.29 0.25 0.22 0.17 0.13 SLW 38 0.32 0.18 0.16 0.14 0.11 0.08 *LEDs are frequently updated therefore values are nominal. *Electrical data at 25C (77F). Actual wattage may differ by +/-10%. FOOTNOTES: 1 - Lumen maintenance values at 25˚C are calculated per TM-21 based on LM-80 data and in-situ luminaire testing. 2 - In accordance with IESNA TM-21-11, Projected Values represent interpolated value based on Accessory Ordering Information (Accessories are field installed) Description Order Number Description Order Number Retrofit Panels - EC / ECTA / SCF to CRUS, for 16” Deck Panel 525946 Retrofit RIC Cover Panel Blank (no holes)354702 Retrofit Panels - ECTA / SCF to CRUS, for 12” Deck Panel 530281 Kit - Hole Plugs and Silicone (enough for 25 retrofits)1 1320540 Retrofit 2x2 Cover Panel Blank (no holes) 357282 1 - Consists of (25) 7/8” hole plugs, (100) 5/16” hole plugs and (1) tube of RTV time durations that are within six times (6X) the IESNA LM-80-08 total test duration (in hours) for the device under testing (DUT) i.e. the packaged LED). 3 - In accordance with IESNA TM-21-11, Calculated Values represent time durations that exceed six times NA LM-80-08 total test duration (in hours) for the device under testing (DUT) i.e. the packaged LED). 3. Custom lumen and wattage packages available consult factory. Values are within industry standard toler- ances but not DLC listed. LSI Industries Inc. 10000 Alliance Rd. Cincinnati, OH 45242 • www.lsicorp.com (513) 372-3200 • ©2020 LSI Industries Inc. All Rights Reserved. Specifications subject to change without notice. Page 3/4 Rev. 10/19/20 SPEC.1020.A.0420 Type: Scottsdale® Legacy LED Canopy Luminaire (CRUS) Back to Quick Links Luminaire photometry has been conducted by an accredited testing laboratory in accordance with IESNA LM-79-08. As specified by IESNA LM-79-08 the entire luminaire is tested as the source resulting in a luminaire efficiency of 100%. See http://www.lsi-industries.com/products/led-lighting-solutions.aspx for detailed photometric data. PHOTOMETRICS LUMINAIRE DATA Type 5 Distribution Description 5000 Kelvin, 80 CRI Delivered Lumens 13,980 Watts 93 Efficacy 150 IES Type Type VS - Very Short BUG Rating B3-U0-G1 LUMINAIRE DATA Type 3 Distribution Description 5000 Kelvin, 80 CRI Delivered Lumens 12,226 Watts 93 Efficacy 131 IES Type Type III, Very Short BUG Rating B3-U0-G2 Zonal Lumen Summary Zone Lumens %Luminaire Low (0-30°)3654.2 26% Medium (30-60°)7541.2 54% High (60-80°)2641.4 19% Very High (80-90°)143.2 1% Uplight (90-180°)0 0% Total Flux 13980 100% Zonal Lumen Summary Zone Lumens %Luminaire Low (0-30°)3240.3 27% Medium (30-60°)6245.5 51% High (60-80°)2594.6 21% Very High (80-90°)146.1 1% Uplight (90-180°)0 0% Total Flux 12227 100% CRUS-SC-SS-50 CRUS-SC-SS-50 ISO FOOTCANDLE ISO FOOTCANDLE POLAR CURVE POLAR CURVE .5 1 2 5 1125 2251 3376 4501 1 2 15’ Mounting Height/15’ Grid Spacing 5 FC 2 FC 1 FC .5 FC .5 1 2 5 1325 2649 3974 5298 1 2 15’ Mounting Height/15’ Grid Spacing 5 FC 2 FC 1 FC .5 FC LSI Industries Inc. 10000 Alliance Rd. Cincinnati, OH 45242 • www.lsicorp.com (513) 372-3200 • ©2020 LSI Industries Inc. All Rights Reserved. Specifications subject to change without notice. Page 4/4 Rev. 10/19/20 SPEC.1020.A.0420 Type: Scottsdale® Legacy LED Canopy Luminaire (CRUS) PRODUCT DIMENSIONS Back to Quick Links 7 1/8”(181 mm) 11/16”(17 mm)15 11/16” (399 mm)15 11/16” (399 mm) 15 11/16”(399 mm)10 3/4”(273 mm) LEGAL DESCRIPTION: ROBERTS DAIRY ADDITION LOT 1 September 8, 2021 Board of Adjustment Meeting EXC21-0004 ITEM 4C ON THE AGENDA Staff Report Prepared by Staff 1 STAFF REPORT To: Board of Adjustment Item: EXC21-0004 Parcel Number: 1015460004 Prepared by: Kirk Lehmann, Associate Planner Date: September 8, 2021 GENERAL INFORMATION: Applicant: John Brehm Hy-Vee, Inc. 5820 Westown Parkway West Des Moines, IA 50266 jbrehm@hy-vee.com Contact Person: Rachel Harris LT Leon Associates 500 E. Locust Ave, Suite 400 Des Moines, IA 50309 515-250-8188 rharris@ltleon.com; lleon@ltleon.com Property Owner(s): Hy-Vee, Inc. 5820 Westown Parkway West Des Moines, IA 50266 Requested Action: Special Exception to allow an accessory drive-through facility in a Community Commercial (CC-2) zone Purpose: To allow construction of an addition and drive-through lanes for online grocery pick-up Location: 1720 Waterfront Dr. Location Map: 2 Size: 8.60 Acres Existing Land Use and Zoning: Commercial; Community Commercial (CC-2) Surrounding Land Use and Zoning North: Commercial; Community Commercial (CC-2) East: Commercial; Community Commercial (CC-2) South: Commercial; Intensive Commercial (CI-1) West: Commercial; Community Commercial (CC-2) and Intensive Commercial (CI-1) Applicable Code Sections: 14-4B-3A: General Approval Criteria 14-4C-2K-3: Drive Through Facilities File Date: March 12, 2020 BACKGROUND: LT Leon Associates, on behalf of Hy-Vee, Inc., submitted a special exception request for a drive- through facility associated with their Hy-Vee Aisles Online pick-up program for the subject property at 1720 Waterfront Drive. The property is zoned Community Commercial (CC-2), which allows drive- through facilities by special exception. An approximately 96,000 square foot grocery store is located on the south side of the site with parking to the north. The store was initially built in 1996 and was expanded in 2010. In total, the lot is approximately 8.6 acres. The use is surrounded by a variety of commercial uses, including some intensive commercial uses. Vehicular access for the site is provided from three access points on Boyrum Street to the east and three access points from Waterfront Drive to the west. Two east-west internal drives which are connected by north-south parking aisles provide circulation through and across the property. Another two north-south parking aisles are located east of the building, and they connect to the southern-most Boyrum Street access point. The loading area is located west of the building. Pedestrian access is provided from two access points along Boyrum Street and one access point along Waterfront Drive, both of which connect to the pedestrian area north of the building. The pedestrian route is generally demarcated by bollards along the building and by colored pavement where it crosses vehicular drives. The proposed accessory drive-through facility would replace the existing parking aisle directly east of the building. The site plan (Attachment 4) shows four drive-through lanes and an Aisles Online addition to the building. The one-way entry to the drive-through lanes would be from the north, through an internal drive. The lanes are proposed to exit south, which would allow egress onto Boyrum Street. The drive-through facility is proposed to be pick-up only with no order boards or intercom systems. The plan does not affect pedestrian facilities, but it would include the construction of a new landscaped median. ANALYSIS: The purpose of the Zoning Ordinance is to promote the public health, safety and general welfare; to conserve and protect the value of property throughout the city; and to encourage the most appropriate use of land. It is the intent of the Ordinance to permit the full use and enjoyment of 3 property in a manner that does not intrude upon adjacent property. The Board may grant the requested special exception if the requested action is found to be in accordance with the specific criteria included in Section 14-4C-2K-3, pertaining to special exceptions to allow drive through facilities in a CC-2 zone, as well as the general approval criteria in Section 14-4B-3A. For the Board of Adjustment to grant this special exception request, each of the following criterion below must be met. The burden of proof is on the applicant, and their comments regarding each criterion may be found on the attached application. Staff comments are set forth below. Specific Standards 14-4C-2K-3: Drive Through Facilities a.Access and Circulation: The transportation system should be capable of safely supporting the proposed drive-through use in addition to the existing uses in the area. Evaluation factors include street capacity and level of service, effects on traffic circulation, access requirements, separation of curb cuts, and pedestrian safety in addition to the following criteria: (1)Wherever possible and practical, drive-through lanes shall be accessed from secondary streets, alleys, or shared cross access drives. If the applicant can demonstrate that access from a secondary street, alley, or shared cross access drive is not possible, the board may grant access to a primary street, but may impose conditions such as limiting the width of the curb cut and drive, limiting the number of lanes, requiring the drive-through bays and stacking lanes to be enclosed within the building envelope, and similar conditions. FINDINGS: •The property has three vehicular access points from Boyrum Street to the east and three from Waterfront Drive to the west, which are connected by two east- west internal drives and north-south parking aisles. Both streets are classified as local streets. •The proposed drive-through lanes are accessed from the internal cross access drive directly north of the building and exit into the southern-most internal access drive. The facility cannot be accessed directly from a street. •The drive-through lanes have a one-way access point from north to south. (2)To provide for safe pedestrian movement, the number and width of curb cuts serving the use may be limited. A proposal for a new curb cut on any street is subject to the standards and restrictions in chapter 5, article C, "Access Management Standards", of this title. FINDINGS: •No changes to curb cuts or existing pedestrian routes are being proposed as part of the project. The existing pedestrian route is demarcated with colored pavement where it crosses the parking aisles. Crossings are approximately 25 to 35 feet long. •The pedestrian path will cross the drive-through facility but is already demarcated which promotes safe pedestrian movement, and no new conflicts are created. •The Aisles Online addition includes an employee access route through the store, and the pedestrian route directly east of the building will be retained. Additional 4 painted areas will provide access from the addition to individual cars to facilitate safety while orders are loaded (3)An adequate number of stacking spaces must be provided to ensure traffic safety is not compromised. A minimum of six (6) stacking spaces is recommended for drive-through facilities associated with eating establishments and a minimum of four (4) stacking spaces for banking, pharmacies, and similar nonfood related drive-through facilities. "Stacking spaces" shall be defined as being twenty feet (20') in length and the width of a one lane, one-way drive. The board may reduce the recommended number of stacking spaces if the applicant can demonstrate that the specific business has unique characteristics such that the recommended number of parking spaces is excessive (i.e., a drive- through that is to be used for pick up only and not ordering). FINDINGS: •The site plan shows 4 drive-through lanes, each with 5 stacking spaces, for a total of 20 vehicles. The drive-through facility is for pick-up only, not ordering, so staff believes this is adequate due to the unique characteristics of the use. •Peak hours are estimated from 4:00 pm to 6:00 pm, Monday through Friday. •The drive-through lanes are far enough from the access drive to accommodate limited spillover traffic and to minimize traffic safety impacts. •Staff recommends substantial compliance with the site plan be a condition of approval to ensure that traffic safety is not compromised. (4)Sufficient on site signage and pavement markings shall be provided to indicate direction of vehicular travel, pedestrian crossings, stop signs, no entrance areas, and other controls to ensure safe vehicular and pedestrian movement. FINDINGS: •The site plan indicates directional arrows at all access points to the drive-through facility and in the drive-through lanes. •Signage to direct vehicles to the drive-through are located at the entrance to the access drive, and a do not enter sign is located at the exit. •Pavement markings denote drive-through lanes and loading areas, and a landscaped planter separates the drive-through lanes from the parking aisle. •All pedestrian crossings are demarcated with colored concrete, which helps ensure safe pedestrian movement. b.Location: (1)In the CB-2 zone and in all subdistricts of the riverfront crossings district located east of the Iowa River, drive-through lanes and service windows must be located on a nonstreet-facing facade. In all other locations where drive-throughs are allowed, this location standard must be met, unless the applicant can demonstrate that a street-facing location is preferable for the overall safety and efficiency of the site, does not conflict with adjacent uses or pedestrian access, and does not compromise the character of the streetscape or neighborhood in which it is located. 5 FINDINGS: •The drive-through lanes are on the Boyrum Street-facing façade of the building. This location is preferable for the overall safety and efficiency of the site because the proposed facility utilizes the existing building façade. •The street-facing location does not affect pedestrian access. •The neighborhood is commercial, and the drive-through facility will replace existing car-oriented uses and will enhance existing landscaping. As a result, the location will not conflict with adjacent uses or the character of the neighborhood. •To ensure a consistent viewshed for the streetscape, staff recommends that the new Aisles Online addition must harmonize with existing buildings as it relates to materials, colors, textures, lines, and masses, to be reviewed with the site plan. (2)Drive-through lanes must be set back at least ten feet (10') from adjacent lot lines and public rights of way and screened from view according to the design standards below. FINDINGS: •Drive-through lanes are approximately 100 feet from the Boyrum Street right-of- way and will be screened by existing landscaping to the S2 standard and by trees planted in a new 16-foot landscape planter that is part of the project. •A landscape plan will be submitted as part of the site plan review. c.Design Standards: The number of drive-through lanes, stacking spaces, and paved area necessary for the drive-through facility will not be detrimental to adjacent residential properties or detract from or unduly interrupt pedestrian circulation or the commercial character of the area in which the use is located. The board of adjustment may increase or reduce these standards according to the circumstances affecting the site. (1)To promote compatibility with surrounding development, the number of drive- through lanes should be limited such that the amount of paving and stacking space does not diminish the design quality of the streetscape or the safety of the pedestrian environment. FINDINGS: •The proposed facility is east of the building in the southeast corner of the site, which is across Boyrum Street from commercial uses. •The site plan shows four 10- to 12-foot-wide drive-through lanes, partially under an awning, with an addition to the west of the lanes. •Nearly all proposed paving replaces existing paving. •S2 screening is required between the drive-through lanes and the Boyrum Street right-of-way. Existing trees and landscaping along Boyrum Street will be retained, and additional trees will be planted in a new 16-foot wide landscaping median. •The existing pedestrian pathway delineated with colored pavement will be retained from Boyrum Street to the store entrance as part of the project. The pedestrian walkway crosses where cars will turn to enter the drive-through lanes, which will require cars to yield and will maintain pedestrian safety. •The proposed improvements will help maintain the safety of those utilizing the walkways and will not diminish the design quality of the streetscape or the pedestrian environment. 6 (2) Drive-through lanes, bays, and stacking spaces shall be screened from views from the street and adjacent properties to the S2 standard. If the drive-through is located adjacent to a residential use or property zoned residential, it must be screened from view of these properties to at least the S3 standard. To preserve the pedestrian oriented character of streets in the CB-2 zone and the riverfront crossings district, the board may require the drive-through to be incorporated within the building or be screened with masonry street walls and landscaping. Street walls shall be a minimum of five feet (5') in height and shall be designed to complement the principal building on the site. FINDINGS: • Existing landscaping along Boyrum Street will be retained at the S2 standard, and additional landscaping will be provided between the proposed drive-through facility and street. • The drive-through facility is not adjacent to residential uses. (3) Multiple windows servicing a single stacking lane (e.g., order board, payment window, pick up window) should be considered to reduce the amount of idling on the site. FINDINGS: • The drive-through facility is proposed for pick-up only. • Incremental time slots for customers are used to help plan orders and reduce idling on the site. • Employees load customers’ cars, so while doors are included in the façade of the kiosk, no service windows are provided. (4) Stacking spaces, driveways, and drive-through windows shall be located to minimize potential for vehicular and pedestrian conflicts and shall be integrated into the surrounding landscape and streetscape design of the neighborhood in which it is located. FINDINGS: • No new vehicular and pedestrian conflicts are created by the proposed drive- through facility, except for demarcated areas where employees will load vehicles. • The landscape median will reduce potential vehicular conflicts. • Recommended conditions will help integrate the proposed use into the surrounding landscape and streetscape design. • The neighborhood is commercial in nature, and the proposed facility will be similar to the current parking spaces on the site as both are auto-oriented uses. (5) Lighting for the drive-through facility must comply with the outdoor lighting standards set forth in chapter 5, article G of this title and must be designed to prevent light trespass and glare onto neighboring residential properties. FINDINGS: • A photometric plan was submitted as part of the application. • Staff shall review any new lighting for the site in compliance with current code standards as part of the site plan review process. 7 6)(Repealed by Ordinance No. 16-4685 on 11-15-2016) 7)Loudspeakers or intercom systems, if allowed, should be located and directed to minimize disturbance to adjacent uses. Special consideration should be given to locations adjacent to residential uses to ensure such systems do not diminish the residential character of the neighborhood. FINDINGS: •No loudspeakers or intercom systems are part of this project. •Staff recommends a condition that no external loudspeakers or intercom systems be installed in the future to mitigate potential future issues associated with noise. General Standards: 14-4B-3: Special Exception Review Requirements: 1.The specific proposed exception will not be detrimental to or endanger the public health, safety, comfort or general welfare. FINDINGS: •The proposed drive-through facility is not expected to increase vehicular traffic to the site, as it is anticipated that drive-through trips will primarily replace in-store trips. •Vehicular circulation and access are adequate to accommodate drive-through traffic as long as they conform to the site plan as submitted. •To ensure a smooth flow of traffic, staff recommends a condition that drive-through lanes remain pick-up only. •No new vehicular and pedestrian conflicts are created by the proposed stacking spaces and driveways, except for areas where employees will load vehicles. •Pavement markings and signage are sufficient to ensure safe traffic flows. 2.The specific proposed exception will not be injurious to the use and enjoyment of other property in the immediate vicinity and will not substantially diminish or impair property values in the neighborhood. FINDINGS: •Screening to the east will mitigate impacts to the streetscape and adjacent properties. •The proposed uses and development are compatible with those of nearby properties. •Conditions as recommended help ensure a consistent building appearance. •No loudspeakers or intercom systems are part of this project. 3.Establishment of the specific proposed exception will not impede the normal and orderly development and improvement of the surrounding property for uses permitted in the district in which such property is located. FINDINGS: •The surrounding neighborhood is already fully developed with a mix of commercial and intensive commercial uses. •Future redevelopment and improvement of adjacent properties will not be affected. 4.Adequate utilities, access roads, drainage and/or necessary facilities have been or are being provided. 8 FINDINGS: •Sufficient utilities, access roads, and necessary facilities are established for this neighborhood and can meet the proposed site requirements. •Pedestrian access will be maintained between the right-of-way and subject property. •Proposed internal circulation is sufficient for vehicular and pedestrian access. •The project will include removing an existing storm sewer line and rerouting the roof drains. Staff will ensure compliance with all applicable standards during site plan and building permit review. 5.Adequate measures have been or will be taken to provide ingress or egress designed to minimize traffic congestion on public streets. FINDINGS: •There is adequate space for 20 vehicles to stack in the drive-through lanes with limited space for overflow. •The proposed drive-through lanes are accessed from internal drives and will likely exit onto Boyrum Street. •Signage and pavement markings will help efficiently direct vehicles through the site. •The site plan as proposed is not expected to negatively impact ingress or egress on public streets, nor is traffic expected to increase. 6.Except for the specific regulations and standards applicable to the exception being considered, the specific proposed exception, in all other respects, conforms to the applicable regulations or standards of the zone in which it is to be located. FINDINGS: •The proposed use will replace existing parking spaces. However, the site would retain 455 proposed parking spaces, which is above the parking requirement of 329 spaces. •Staff will ensure the site design conforms with all applicable zoning standards and regulations, including screening, signage and lighting requirements, during the site plan review. 7.The proposed exception will be consistent with the Comprehensive Plan of the City, as amended. FINDINGS: •The Future Land Use Map of the Comprehensive Plan designates this area as General Commercial, and the Future Land Use Map of the South District Plan designates this area as Commercial. •The Comprehensive Plan supports “encouraging the retention and expansion of existing businesses”. •The current primarily land use of this property is consistent with the Comprehensive and District Plans and will not change because of the proposed special exception. STAFF RECOMMENDATION: Staff recommends approval of EXC21-0004, to allow a drive through facility for the property located at 1720 Waterfront Drive, subject to the following conditions: 9 1. Substantial compliance with the site plan dated August 20, 2021. 2. The drive-through lanes shall remain pick-up only. 3. Installation of external loudspeakers or intercom systems is prohibited. 4. The new building addition must harmonize with existing buildings on the site as it relates to building materials, colors, textures, lines, and masses, as determined by the Development Services Coordinator during site plan review. ATTACHMENTS: 1. Location Map 2. Zoning Map 3. Correspondence 4. Application Materials Approved by: _________________________________________________ Danielle Sitzman, AICP, Development Services Coordinator Department of Neighborhood and Development Services September 8, 2021 Board of Adjustment Meeting EXC21-0004 ATTACHMENT 1 Location Map Prepared by Staff HOLLYWOOD BLVDBOYRUMSTHIGHWAY 6 EOLYMPIC CTW ATERFRO N T D R STEVENS DREXC21-00041720 Waterfront Driveµ0 0.035 0.070.0175 MilesPrepared By: Joshua EngelbrechtDate Prepared: March 2021An application submitted by LT Leon Associates,on behalf of Hy-Vee Inc. for a special exceptionallowing a kiosk (1150 sq. ft.) and driveǦthroughlanes ˆ‘”‘Ž‹‡’‹…Ǧ—’at 1720 Waterfront Dr. September 8, 2021 Board of Adjustment Meeting EXC21-0004 ATTACHMENT 2 Zoning Map Prepared by Staff HOLLYWOOD BLVDBOYRUMSTHIGHWAY 6 EOLYMPIC CTW ATERFRO N T D R STEVENS DRCC2CI1CC2RS5I1CI1CI1CC2CI1CC2CI1CC2EXC21-00041720 Waterfront Driveµ0 0.035 0.070.0175 MilesPrepared By: Joshua EngelbrechtDate Prepared: March 2021An application submitted by LT Leon Associates,on behalf of Hy-Vee Inc. for a special exceptionallowing a kiosk (1150 sq. ft.) and drive throughlanes located at 1720 Waterfront Drive. September 8, 2021 Board of Adjustment Meeting EXC21-0004 ATTACHMENT 3 Correspondence Submitted by the Identified Party 5 00 E L o cu s t S t r e e t , S u i t e 4 00 DE S M OI N E S I A 5 03 09 P 5 1 5 .4 2 2 .7 01 6 www .l t l eo n .co m August 31, 2021 City of Iowa City Hy-Vee Iowa City # 1 Aisles Online Drive Through Lanes and Kiosk 1720 Waterfront Drive, Iowa City, Iowa RE: Response to City Comments (EXC21-0004) received from Kirk Lehmann 8/24/2021 Can you please describe the materials, colors, textures, lines, and massing, that will be used for the expected addition for the Aisles Online kiosk? Architect’s Response (SVPA): The new addition will be constructed of brick matching the existing building, with matching darker brick piers at corners. Matching stone banding at wainscot height may be added to blend further with existing. All metal trim including downspouts, coping, and canopy will be dark gray to not detract from the prevailing cornice roofline and standing seam awnings. The canopy will be painted metal columns with aluminum fascia panels, all in dark gray. 1. Staff is considering a few recommended conditions for approval, including the following: a. Substantial compliance with the site plan. Noted. b. Requiring that the drive-throughs remain pick-up only (and no future installation of external loudspeakers or intercom systems). Noted. c. Requiring that any new additions harmonize with the existing building as it relates to building materials, colors, textures, lines, and massing, to be approved during site plan review. Noted, see architect’s response. Prepared by LT Leon Associates, Inc. August 17, 2021 RE: Special Exception for 1720 Waterfront Drive Dear Property Owner: The Iowa City Board of Adjustment has received an application submitted by LT Leon Associates requesting a special exception to allow a kiosk and drive-through lanes for online grocery pick-up at Iowa City Hy-Vee #1 located at 1720 Waterfront Dr. (see attached map and site plan). As a neighboring property owner, you are being notified of this application. If you know of any interested party who has not received a copy of this letter, we would appreciate it if you would inform them of the pending application. The Board of Adjustment will review this application at a public meeting tentatively scheduled for September 8, 2021 at 5:15 pm in Emma Harvat Hall, City Hall, 410 East Washington Street, Iowa City. Because the meeting is subject to change, you may wish to call 319-356-5230 or check the City of Iowa City’s website, www.icgov.org/BOA, the week of the meeting to confirm the meeting agenda. You are welcome to attend this public meeting to present your views concerning this application. You may also submit written information to me for consideration in advance of the meeting, and I will include your comments in the information to be considered by the Board. Please do not hesitate to contact me at kirk-lehmann@iowa-city.org or 319-356-5230 if you have any questions or comments about this application or if you would like more information on the Board of Adjustment review process. Sincerely, Kirk Lehmann Associate Planner City of Iowa City Department of Neighborhood and Development Services What is the Board of Adjustment? The Board of Adjustment is panel made up of Iowa City citizens appointed by the City Council. The board reviews and grants special exceptions and variances and also considers appeals when there is a disagreement about an administrative zoning decision made by the City. Members of the board act like judges, making decisions about individual properties and uses that may have difficulty meeting a specific zoning regulation or to resolve disputes about administrative zoning decisions. The actions and decisions of the Board of Adjustment are binding upon all parties unless overturned upon appeal to District Court. What is a special exception? There are two types of special exceptions. 1. Within the zoning code a number of land uses are set apart as special exceptions that may be permitted in certain zones. Rather than permitting these uses outright, each is reviewed on a case-by-case basis to ensure that they do not negatively affect surrounding properties. For example, daycare centers are permitted in residential zones by special exception. The same is true of churches and private schools. All may be appropriate uses in residential zones, if certain criteria such as parking, screening, and other requirements are met. 2. Adjustments to specific zoning requirements in cases where there are unique circumstances. Again, the opportunity to adjust these requirements and the criteria for allowing such adjustments are described in the Zoning Code. For example, a homeowner may apply for a reduction in a building setback in order to accommodate an addition or other improvement to their property. The Zoning Code lists explicitly each use and standard for which a special exception may be considered. In other words, you can’t request a special exception for everything—only those things called out as special exceptions in the Code. The Code also provides criteria specific to each request. Applicants must provide evidence that they satisfy each of these criteria, and the Board must consider these criteria when making a determination as to whether to grant a special exception. What is a variance? A variance grants a legal right to an owner to develop property in a manner that deviates from a specific provision of the Zoning Code and for which a special exception is not expressly allowed. In seeking relief from the restrictions in the Zoning Code, the property owner applying for the variance must show that the strict application of the Zoning Code would cause and unnecessary hardship such that the property in question is unusable or that a literal interpretation of the ordinance would deprive the applicant of rights commonly enjoyed by other properties in the zoning district. In addition the circumstances that create this hardship must be unique to the property in question and must not be of the property owner’s own making. What is an appeal? The Board considers and rules on appeals from any citizen who believes there is an error in any decision, determination, or interpretation made by the City or its designee in the administration of the Zoning Code. As with their other decisions, the Board’s ruling is binding on all parties unless overturned on appeal to the District Court. How does the review process work? An application requesting a special exception, variance, or an appeal is a request. The Board makes a decision on whether to grant a specific request only after City staff have provided a review of an application and the public has had an opportunity to make its concerns known. The Board not only has the right to approve or deny requests, but may also choose to approve request subject to certain conditions. In making decisions, the Board may only consider comments and evidence relevant to the specific standards provided in the code. City Development Staff provide reports to the Board for each application on the agenda. The Staff Report provides background information on the application, informs the Board of all the criteria in the Code that a particular application must satisfy, and interprets whether and how an application has satisfied these criteria. How can I participate in the process? Because most applications will be reviewed and decided upon at a single public hearing, it is important for interested parties to respond in a timely and informed manner. Those who wish to speak for or against an application are given an opportunity to be heard by the Board at the hearing, but may also submit written comments prior to the meeting. Written comments must be delivered to the Department of Neighborhood & Development Services at City Hall no later than 5 days before the hearing in order to be included with the Staff Report. All correspondence submitted after that time will be delivered to the Board at the time of the hearing. The Board considers the application, the recommendation of staff (in the staff report) and any additional information, correspondence, or testimony provided at the hearing. Board of Adjustment hearings are usually held on the second Wednesday of each month at 5:15 p.m. in Emma J. Harvat Hall in City Hall. You can find more information at the following website: www.icgov.org/boa. The Staff Report can be very useful to anyone who is unfamiliar with the BOA process or with the Zoning Code and will provide an understanding of the criteria that the Board must consider in rendering its decision. Staff Reports may be obtained from the Department of Neighborhood & Development Services. E-mail kirk-lehmann@iowa- city.org to request a copy of a report. If you have questions about an application or if you simply want more information about issues related to the Board of Adjustment, please feel free to contact Kirk Lehmann at 319-356- 5230 or e-mail kirk-lehmann@iowa- city.org. To submit comments to the Board of Adjustment write to the Board of Adjustment c/o the Department of Neighborhood & Development Services, 410 E. Washington St., Iowa City IA 52240 or e-mail kirk-lehmann@iowa- city.org. Board of Adjustment: Frequently Asked Questions HOLLY W O O D B L V DBOYRUMSTHIGHW A Y 6 E OLYMPIC CT WATERFRO N T DRSTEVENS DR EXC21-00041720 Waterfront Driveµ 0 0.035 0.070.0175 Miles Prepared By: Joshua EngelbrechtDate Prepared: March 2021 An application submitted by LT Leon Associates, on behalf of Hy-Vee Inc. for a special exception allowing a kiosk (1150 sq. ft.) and drive-through lanes for online pick-up at 1720 Waterfront Dr. P12134N O R T HCALL 811 / 1-800-292-89892 Working Days BEFORE YOU DIGDigSafeWait48.comIOWAONE CALL60'40'020'GRAPHIC SCALEPRELIMINARYNOT FOR CONSTRUCTIONLEGENDPROPERTY LINE8" PCCEASEMENT LINE6" PCCSETBACK LINE4" PCC/SIDEWALKCONSTRUCTION LIMITSTYPTYPICALTRAFFIC SIGNAGEBOLLARDPRIMARY AND ACCESORY BUILDINGSETBACKSFRONT YARD: 10'SIDE YARD: 0'REAR YARD: 0'ZONINGCOMMUNITY COMMERCIAL (CC2)LEGAL DESCRIPTIONBOYRUM SUBDIVISION - PART FOUR LOT 3 & INCL LOTS 1-13BOYRUM SD - PART TWO (A/K/A AUDITOR'S PARCEL #2008046AS DESC IN SURVEY BK 54 PG 271IMPERVIOUS SURFACE CALCULATIONSHY-VEE FOOD STORE:TOTAL AREA = 374,616 SFBUILDINGEXISTING =97,300 SF (26.0%)PROPOSED = 98,500 SF (26.3%)PAVING = EXISTING = 229,852 SF (61.4%)PROPOSED =229,608 SF (61.3%) OPEN SPACE (% OR SF REQUIRED):TOTAL EXISTING = 47,945 SF (%)TOTAL PROPOSED = 46,989 SF (%)PARKING REQUIREMENTSPARKING SETBACKS:FRONT: 10' FROM ANY FRONT ORSIDE STREET LOT LINESSIDE & REAR: 5' FROM ANY SIDEOR REAR LOT LINEPARKING STALLS REQUIRED: 1/300 SFGROCERY:502 EXISTING 329 REQUIREDTOTAL PARKING PROPOSED: 455SITE PLAN NOTES1. SIDEWALKS: INSTALL WHERE INDICATED ONPLANS. ALL NEW SIDEWALK SLABS SHALL BEA MINIMUM OF 4 INCHES THICK. CONCRETETO HAVE A COMPRESSIVE STRENGTH OF 4000PSI AT 28 DAYS WITH 5 PERCENT AIRENTRAINMENT AND LIMESTONEAGGREGATE-3/4" MAXIMUM SIZE. MAXIMUMSUBSTITUTION OF FLY ASH IS 15%. FLY ASHSHALL CONFORM TO ASTM C618 CLASS C.PROVIDE CONTROL JOINTS AT 6'-0" O/CMAXIMUM UNLESS OTHERWISE NOTED.2. ROADS, PARKING SURFACES, AND CURBS:INSTALL WHERE INDICATED ON PLANS.CONCRETE SHALL HAVE A MINIMUMCOMPRESSIVE STRENGTH OF 4000 PSI AT 28DAYS WITH 5 PERCENT AIR ENTRAINMENTAND LIMESTONE AGGREGATE 1-1/2 INCHMAXIMUM SIZE. MAXIMUM SUBSTITUTION OFFLY ASH IS 15%. FLY ASH SHALL CONFORMTO ASTM C618 CLASS C. PROVIDE CONTROLJOINTS AT 12'-0" O/C (N & S) MAXIMUM UNLESSNOTED OTHERWISE.3. PERFORM CONCRETE WORK INACCORDANCE WITH ACI 301 AND ACI 318.CONFORM TO ACI 305 DURING HOT WEATHERAND ACI 306.1 DURING COLD WEATHER.4. CONCRETE FINISH: MEDIUM BROOM5. BACKER ROD: DO NOT USE BACKER ROD6. CURING AGENT: RESIN BASED, MEMBRANEFORMING COMPOUND COMPLYING WITHASTM C309, TYPE 17. SIDEWALK JOINT SEALANT: SELF-LEVELINGPOLYURETHANE GUN GRADE SEALANT.COLOR: GRAY.8.ROADS, PARKING, AND CURB JOINTSEALANT: HOT POURED JOINT SEALANTCOMPOSED OF PETROPOLYMERS MEETINGREQUIREMENTS OF ASTM D 3405. FILL JOINTSFULL.9. CONCRETE TESTING: CORE COMPRESSIVEAND DEPTH TESTING AT 10 RANDOMLOCATIONS CHOSEN BY OWNERREPRESENTATIVE AT COMPLETION OFEXTERIOR CONCRETE WORK. TESTING SHALLBE DONE FOR COMPLIANCE WITH ACI 318 ANDIN ACCORDANCE WITH ASTM C24/C42M.10. SEE ARCHITECTURAL PLANS FORBOLLARD LOCATIONS. BOLLARD LOCATIONSMUST BE COORDINATED WITH ANDAPPROVED BY THE HY-VEE SITE WORKREPRESENTATIVE PRIOR TO BEGINNINGWORK.11. SEE STRUCTURAL PLANS AND SOILSREPORT FOR ANY SPECIAL EXCAVATION ANDFILL REQUIREMENTS.12. CONTRACTOR SHALL SUBMIT A JOINTINGPLAN FOR REVIEW PRIOR TO FORMINGPAVEMENTS.PAINTING SPECIFICATIONS1. PAINT TRAFFIC DIRECTION ARROWS,PARKING STRIPES, AND HANDICAP SYMBOLS"TRAFFIC YELLOW". UNLESS OTHERWISENOTED ON PLANS AND DETAILS.2. PAINT SHALL BE LEAD FREEWATERBORNE TRAFFIC AND HIGHWAYMARKING PAINT UC-3586 YELLOW ASMANUFACTURED BY DIAMOND VOGELPAINTS OR EQUIVALENT UNLESSOTHERWISE NOTED ON PLANS AND DETAILS.3. PROVIDE FOUNDRY GRADE SILICA SANDTHAT MEETS A 50/60 GRADED SAND WHENTESTED ACCORDING TO ASTM C-136.4. BEFORE APPLICATION OF PAINT,PAINTING SURFACE MUST BE DRY AND FREEFROM DIRT, GREASE, OIL, OR OTHERMATERIAL THAT WOULD REDUCE THE BONDBETWEEN THE PAVEMENT AND PAINT.CLEAN THE AREA TO BE PAINTED BYSWEEPING OR COMPRESSED AIR.5. APPLY PAINT AT LOCATIONS,DIMENSIONS, AND SPACING SHOWN ON THEPLANS.6. MIX PAINT IN ACCORDANCE WITHMANUFACTURER'S INSTRUCTIONS ANDAPPLY AT THE RATE OF 115 SF/GALLON. THEADDITION OF THINNER WILL NOT BEPERMITTED.7. APPLY SILICA SAND AT 4LBS/GALLON OFPAINT IMMEDIATELY AFTER THEAPPLICATION OF PAINT. SILICA SAND SHALLADHERE TO THE CURED PAINT PRIOR TOFINAL ACCEPTANCE AND PAYMENT.8. PROTECT ALL MARKINGS FROM DAMAGEUNTIL PAINT IS DRY.FLOOD ZONE DESIGNATIONPROPERTY IS LOCATED IN ZONE 'X' ON THENATIONAL FLOOD INSURANCE PROGRAMFLOOD INSURANCE RATE MAP 19103C0195EWITH A REVISED DATE OF 2/16/2007.REMPLOYEE OWNEDHY-VEE, INC.5820 WESTOWN PARKWAYWEST DES MOINES, IOWA 50266P 515-267-2800F 515-267-2935LOCATION IOWA CITY #1 AISLES ONLINE 1720 WATERFRONT DRIVEDRAWN BYDATESCALESHEETREVISIONS DATE DRAWN BYJOB NUMBERC2.1SITEPLANPages or sheets covered by this seal:SignatureDateI hereby certify that this engineering document wasprepared by me or under my direct personal supervisionand that I am a duly licensed Professional Engineerunder the laws of the State of Iowa.Iowa License Number 18685Luis T. Leon, P.E.My license renewal date is December 31, 2021.03-05-2021C2.1GENERAL NOTES1. PROTECT EXISTING STRUCTURES ANDADJACENT PROPERTY DURINGCONSTRUCTION.2. PROTECT EXISTING UTILITIES DURINGCONSTRUCTION.3. THE LOCATIONS OF ALL UTILITIESINDICATED ON THE PLANS ARE TAKEN FROMEXISTING RECORDS. THE EXACT LOCATIONAND ELEVATION OF ALL UTILITIES MUST BEDETERMINED BY THE CONTRACTOR. ITSHALL BE THE DUTY OF THE CONTRACTORTO ASCERTAIN WHETHER ANY ADDITIONALUTILITIES OTHER THAN THOSE SHOWN ONTHE PLAN MAY BE PRESENT.4. ALL DIMENSIONS TO BACK-OF-CURBUNLESS NOTED OTHERWISE. ALLDIMENSIONS TO BE FIELD VERIFIED.5. CONTRACTOR TO VERIFY BUILDINGDIMENSIONS WITH ARCHITECTURAL PLANS.6. ALL SLOPES IN PAVEMENT SHALL BEUNIFORM TO AVOID PONDING.7. UNLESS DETAILED OR NOTEDOTHERWISE, PROVIDE 1" PRE-MOLDEDEXPANSION JOINT MATERIAL WHERECONCRETE IS POURED AGAINST BUILDING.PROVIDE 1" EXPANSION MATERIAL WHERECONCRETE IS POURED AGAINST EXISTINGCONCRETE. SET PRE-MOLDED MATERIALTIGHT AGAINST BUILDING AND/ORCONCRETE TO ELIMINATE VOIDS.8. FINISH GRADES SHOWN ARE TO TOP OFPAVING, SIDEWALKS, OR FINISH GRADE.9. STAGING LOCATION FOR CONSTRUCTIONEQUIPMENT AND MATERIALS TO BECOORDINATED WITH AND APPROVED BYTHE OWNER.10. CITY OF IOWA CITY SPECIFICATIONS ANDSUDAS SPECIFICATIONS ALL APPLY TOTHESE PLANS.11. CHANGES TO THESE PLANS SHALL BEAPPROVED BY THE CITY OF IOWA CITY INWRITING.12. THE CONTRACTOR IS RESPONSIBLE FORANY CHANGES DURING CONSTRUCTIONTHAT HAVE NOT BEEN GRANTED APPROVALIN WRITING BY THE CITY OF IOWA CITY.13. FIRE DEPARTMENT ACCESS WITHIN 1OOFEET OF ALL PORTIONS OF THE BUILDING ISREQUIRED AT THE TIME THE BUILDINGBEGINS VERTICAL CONSTRUCTION.14. ALL PROPOSED PAVEMENT IS PRIVATE. Mailing Name Mailing Address2 Mailing Address3 Mailing Zip Code Property Address City (mail) Zip Code IMON COMMUNICATIONS LLC 101 3RD AVE SW STE 400 CEDAR RAPIDS, IA 52404 535 OLYMPIC CT IOWA CITY 52240 GREGORY J & TERI K DOWNES 601 HOLLYWOOD BLVD STE 6 IOWA CITY, IA 52240 601 HOLLYWOOD BLVD IOWA CITY 52240 LEROY E WEEKES POST #3949 VFW 609 HWY 6 E IOWA CITY, IA 52240 609 HOLLYWOOD BLVD IOWA CITY 52240 YOUTH HOMES INC 1916 WATERFRONT DR IOWA CITY, IA 52240 1916 WATERFRONT DR IOWA CITY 52240 TEMPLETON COMMERCIAL PROPERTIE 701 WABASH AVE SUITE 501 TERRE HAUTE, IN 47807 1925 BOYRUM ST IOWA CITY 52240 WILLIAMSON LLC 809 HIGHWAY 1 W IOWA CITY, IA 52246 265 STEVENS DR IOWA CITY 52240 CAREX PROPERTIES LLC PO BOX 621 IOWA CITY, IA 52244-0621 1947 WATERFRONT DR IOWA CITY 52240 JUSTICIA LLC 1934 BOYRUM ST IOWA CITY, IA 52240 1934 BOYRUM ST IOWA CITY 52240 MID-EASTERN COUNCIL ON 430 SOUTHGATE AVE IOWA CITY, IA 52240 430 SOUTHGATE AVE IOWA CITY 52240 JAMES A ALBRECHT 505 5TH ST CORALVILLE, IA 52241 1924 BOYRUM ST IOWA CITY 52240 MECCA 238 STEVENS DR IOWA CITY, IA 52240 238 STEVENS DR IOWA CITY 52240 IC STORAGE REAL ESTATE INVESTO 1820 BOYRUM ST IOWA CITY, IA 52240 WATERFRONT DR IOWA CITY 52240 SKAY AUTOMOTIVE SERVICE INC 1936 BOYRUM ST IOWA CITY, IA 52240 1936 BOYRUM ST IOWA CITY 52240 BLACKHAWK PARTNERS LC PO BOX 5519 CORALVILLE, IA 52241-0519 425 HIGHWAY 6 E IOWA CITY 52240 WALSH-MYERS ENTERPRISE LLC PO BOX 31 NORTH LIBERTY, IA 52317 1705 BOYRUM ST IOWA CITY 52240 HY-VEE INC 5820 WESTOWN PKWY WEST DES MOINES, IA 50266 1720 WATERFRONT DR IOWA CITY 52240 VERNON STEVE 2 WOODLAND DR NE IOWA CITY, IA 52240 611 HOLLYWOOD BLVD IOWA CITY 52240 MELISSA J WILLIAMS 1441 OAKLAWN AVE IOWA CITY, IA 52245 538 OLYMPIC CT IOWA CITY 52240 BRIAN K & DARCY R DECOSTER 1820 BOYRUM ST IOWA CITY, IA 52240 615 HOLLYWOOD BLVD IOWA CITY 52240 INSPIRED MEX LLC 1877 N ROCK RD WICHITA, KS 67206 1406 S GILBERT ST IOWA CITY 52240 ATI PROPERTIES LLC 1950 BROWN DEER TRL CORALVILLE, IA 52241 1410 WATERFRONT DR IOWA CITY 52240 JOHNSON COUNTY 913 S DUBUQUE ST STE 101 IOWA CITY, IA 52240 300 SOUTHGATE AVE IOWA CITY 52240 September 8, 2021 Board of Adjustment Meeting EXC21-0004 ATTACHMENT 4 Special Exception Application Submitted by the Applicant Project Description: As Hy-Vee anticipates a steady increase in online orders in the coming years, they are requesting approval to install a permanent installation for pick-up service in their parking lot. This consist of a kiosk, canopy, and drive through lanes. PROJECTAREASHEET INDEXC0.0 COVER SHEET C1.0 DEMOLITION PLANC2.0 OVERALL SITE PLANC2.1 SITE PLANC3.0 GRADING & UTILITY PLANC3.1 PHOTOMETRIC PLANC4.0 PLANTING PLANC4.1 PLANTING NOTES AND DETAILSC5.0 CONSTRUCTION DETAILSC5.1 CONSTRUCTION DETAILSC5.2 CONSTRUCTION DETAILSUTILITY CONTACTSSTATE ONE CALL800-292-8989GAS AND ELECTRICMIDAMERICAN ENERGY319-341-4425TELEPHONE/CABLECENTURYLINK: 918-547-0147IMON: 319-200-7740MEDIACOM: 319-594-6201WINDSTREAM: 800-289-1901CITYCITY OF IOWA CITY: 319-356-5163NOT TO SCALESITE LOCATION MAPEMPLOYEE OWNED FOOD STORESC0.0REVDATEDESCRIPTION CITY SUBMITTAL #2 - 08/20/2021 SITE CONSTRUCTION DOCUMENT PACKAGE PLANS ISSUEDIOWA CITY #1 HY-VEE AISLES ONLINE 1720 WATERFRONT DRIVEIOWA CITY, IOWA 52240OWNER/DEVELOPERHY-VEE, INC.5820 WESTOWN PARKWAYWEST DES MOINES, IOWA 50266515-267-2800ATTN: JOHN BREHMCIVIL ENGINEER/LANDSCAPE ARCHITECTLT LEON ASSOCIATES, INC.500 EAST LOCUST STREET, SUITE 400DES MOINES, IOWA 50309515-422-7016ATTN: LUIS LEONSHOP DRAWINGS REQUIREDPRIOR TO INSTALLATIONUTILITIES(DIVISION 5) WATER MAIN APPURTENANCES:WATER MAINS AND APPURTENANCES(DIVISION 4) SEWERS AND DRAINS:SANITARY SEWER AND STORM SEWER(DIVISION 6) STRUCTURES FOR SANITARY ANDSTORM SEWER:SANITARY SEWER MANHOLESSTORM SEWER CLEANOUTSTORM SEWER INTAKEEROSION AND SEDIMENT CONTROL(SECTION 9040) SILT FENCE(SECTION 9040) INLET PROTECTION NOTES1.2021 SUDAS STANDARDSPECIFICATIONS AREAPPLICABLE TO THISPROJECT.SHOP DRAWINGS REQUIREDPRIOR TO INSTALLATIONDIVISION 2: EARTHWORK(SECTION 2010) FILL:PRODUCT DATAMATERIAL SOURCEEXTERIOR IMPROVEMENTS(SECTION 7010) CONCRETE PAVING:LIGHT DUTY MIX DESIGNHEAVY DUTY MIX DESIGNPAVING PHASING PLAN LAYOUTPAVING JOINT PLAN LAYOUTCURE COMPOUND PRODUCT DATA(SECTION 7010) CONCRETE PAVING JOINTSEALANTS:TAR JOINT SEALANT PRODUCT DATA(SECTION 7010) CURBS AND GUTTERS:CURB AND GUTTER DESIGN MIX(SECTION 7030) SIDEWALKS:SIDEWALK MIX DESIGNPAVEMENT MARKINGS:PAVEMENT MARKING PRODUCT DATABOLLARDS:PRODUCT DATAIRRIGATION:IRRIGATION CONTROLS PRODUCT DATAIRRIGATION LAYOUT(SECTION 9030) PLANTINGS:PLANT SUBSTITUTION SCHEDULEMULCH PRODUCT DATA(SECTION 2010) SOIL PREPARATION:AMEND SOIL MIX(SECTION 9010) SEEDING:SEEDING PRODUCT DATA(SECTION 9020) SOD:SOD PRODUCT DATAPages or sheets covered by this seal:SignatureDateI hereby certify that this engineering document wasprepared by me or under my direct personal supervisionand that I am a duly licensed Professional Engineerunder the laws of the State of Iowa.Iowa License Number 18685Luis T. Leon, P.E.My license renewal date is December 31, 2021.I HEREBY CERTIFY THAT THIS TECHNICAL DOCUMENT WASPREPARED BY ME OR UNDER MY DIRECT PERSONALSUPERVISION AND RESPONSIBLE CHARGE AND THAT I AM ADULY LICENSED PROFESSIONAL LANDSCAPE ARCHITECTUNDER THE LAWS OF THE STATE OF IOWA.RACHEL A. HARRIS, PLA #LA00775SIGNATUREDATEDISCIPLINE: LANDSCAPE ARCHITECTREGISTRATION EXPIRES: JUNE 22, 2022PAGES OR SHEETS COVERED BY THIS SEAL:ALL SHEETS EXCEPT C3.1, C4.0 AND C4.1C4.0 AND C4.1REGULATORY AGENCIESFIRE CHIEFJOHN GRIER: 319-356-5256POLICE CAPTAINBILL CAMPBELL: 319-356-5286PUBLIC WORKS DIRECTORRON KNOCHE: 319-356-5146CITY ENGINEERJASON HAVEL: 319-356-5410CITY MANAGERGEOFF FRUIN: 319-356-5013 XXXXXXXTYPICAL TREE PROTECTION1NOT TO SCALEEXISTING GRADEMETAL FENCE POSTS, SPACEA MINIMUM OF 5' APART AT DRIPLINEORANGE MESH CONSTRUCTIONFENCINGOUTLINE OF TREE CROWNEDGE OF DRIP LINE CORRESPONDSWITH ROOF SPREADDRIP LINE DRIP LINE N O R T H CALL 811 / 1-800-292-89892 Working Days BEFORE YOU DIGDigSafeWait48.comIOWAONE CALLDEMO LEGENDXDEMOLITION NOTES1. CONTRACTOR SHALL NOTIFY THE CITY OF IOWA CITY A MINIMUM OF TWOWEEKS IN ADVANCE PRIOR TO ANY WORK WITHIN THE PUBLICRIGHT-OF-WAY. THE CONTRACTOR SHALL SUBMIT TO THE CITY A TRAFFICCONTROL PLAN AND CONSTRUCTION SCHEDULE AND RECEIVE APPROVALAND ANY NECESSARY PERMITS FROM THE CITY PRIOR TO WORKING IN THEPUBLIC WAY.2. REMOVAL OR ABANDONMENT OF PUBLIC UTILITIES SHALL BE FULLYCOORDINATED WITH APPROPRIATE UTILITY SUPPLIER AND REGULATORYAGENCIES.3. ALL CONSTRUCTION/DEMOLITION DEBRIS SHALL BE DISPOSED OF OFFSITE IN FULL COMPLIANCE WITH CURRENT ENVIRONMENTAL REGULATIONS.4. PROTECT ADJACENT PROPERTY DURING DEMOLITION.5. PROTECT EXISTING UTILITIES WHICH ARE TO REMAIN. THE LOCATIONSOF ALL UTILITIES INDICATED ON THE PLANS ARE TAKEN FROM EXISTINGRECORDS. THE EXACT LOCATION AND ELEVATION OF ALL UTILITIES MUSTBE DETERMINED BY THE CONTRACTOR. IT SHALL BE THE DUTY OF THECONTRACTOR TO ASCERTAIN WHETHER ANY ADDITIONAL FACILITIESOTHER THAN THOSE SHOWN MAY BE PRESENT.6. REMOVE ALL DESIGNATED STREETS, DRIVEWAYS, ETC. IN THEIRENTIRETY. BACKFILL ALL EXCAVATIONS WITH COHESIVE MATERIALCOMPACTED TO 98% STANDARD PROCTOR DENSITY. BACKFILLING TO BEOBSERVED BY GEOTECHNICAL ENGINEER EMPLOYED BY OWNER.7. ALL UNDERGROUND AND OVERHEAD UTILITIES WITHIN PROPOSEDBUILDING AREA LIMITS ARE TO BE REMOVED ENTIRELY. UTILITIES OUTSIDETHE BUILDING AREA LIMITS MAY BE ABANDONED IN ACCORDANCE WITHUTILITY SUPPLIER REQUIREMENTS.8. DEMOLITION NOTES AS SHOWN ON THE PLAN ARE NOT ALL INCLUSIVE.CONTRACTOR TO ABANDON IN PLACE OR REMOVE AND DISPOSE OF ALLEXISTING SITE IMPROVEMENTS ABOVE AND BELOW GROUND TO COMPLYWITH THE GENERAL INTENT OF THIS DOCUMENT.9. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UTILITIESPRIOR TO CONSTRUCTION, BOTH PUBLIC AND PRIVATE.10. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND SALVAGINGANY IRRIGATION COMPONENTS AND ADJUSTING IRRIGATION AS REQUIREDFOR OPERATION ON REMAINDER OF SITE DURING CONSTRUCTION.11. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING SITEDEMOLITION WITH BUILDING DEMOLITION PRIOR TO CONSTRUCTION.12. ALL PRUNING SHALL BE PERFORMED BY A CERTIFIED ARBORIST. LIMBUP EXISTING TREES SO THAT MINIMUM CLEARANCE FOR A PEDESTRIAN IS 7FOOT ABOVE GRADE. PRUNE ALL DEAD, DAMAGED, AND CROSSINGBRANCHES AT THE BRANCH COLLAR. PRUNE NO MORE THAN 14 OF ANYTREE IN A CALENDAR YEAR. DO NOT PRUNE IN MONTHS OF APRIL OR MAY.60'40'020'GRAPHIC SCALEPages or sheets covered by this seal:SignatureDateI hereby certify that this engineering document wasprepared by me or under my direct personal supervisionand that I am a duly licensed Professional Engineerunder the laws of the State of Iowa.Iowa License Number 18685Luis T. Leon, P.E.My license renewal date is December 31, 2021.REMPLOYEE OWNEDHY-VEE, INC.5820 WESTOWN PARKWAYWEST DES MOINES, IOWA 50266P 515-267-2800F 515-267-2935LOCATION IOWA CITY #1 AISLES ONLINE 1720 WATERFRONT DRIVEDRAWN BYDATESCALESHEETREVISIONS DATE DRAWN BYJOB NUMBERC1.0DEMOLITIONPLANC1.0PRELIMINARYNOT FOR CONSTRUCTION 1234Pages or sheets covered by this seal:SignatureDateI hereby certify that this engineering document wasprepared by me or under my direct personal supervisionand that I am a duly licensed Professional Engineerunder the laws of the State of Iowa.Iowa License Number 18685Luis T. Leon, P.E.My license renewal date is December 31, 2021.REMPLOYEE OWNEDHY-VEE, INC.5820 WESTOWN PARKWAYWEST DES MOINES, IOWA 50266P 515-267-2800F 515-267-2935LOCATION IOWA CITY #1 AISLES ONLINE 1720 WATERFRONT DRIVEDRAWN BYDATESCALESHEETREVISIONS DATE DRAWN BYJOB NUMBERC2.0OVERALL SITEPLANC2.040'120'0GRAPHIC SCALE80'PRELIMINARYNOT FOR CONSTRUCTIONN O R T HCALL 811 / 1-800-292-89892 Working Days BEFORE YOU DIGDigSafeWait48.comIOWAONE CALLLEGENDPROPERTY LINE8" PCCEASEMENT LINE6" PCCSETBACK LINE4" PCC/SIDEWALKCONSTRUCTION LIMITSTYPTYPICALTRAFFIC SIGNAGEBOLLARDPRIMARY AND ACCESORY BUILDINGSETBACKSFRONT YARD: 10'SIDE YARD: 0'REAR YARD: 0'ZONINGCOMMUNITY COMMERCIAL (CC2)LEGAL DESCRIPTIONBOYRUM SUBDIVISION - PART FOUR LOT 3 & INCL LOTS 1-13BOYRUM SD - PART TWO (A/K/A AUDITOR'S PARCEL #2008046AS DESC IN SURVEY BK 54 PG 271IMPERVIOUS SURFACE CALCULATIONSHY-VEE FOOD STORE:TOTAL AREA = 374,616 SFBUILDINGEXISTING =95,798 SF (25.6%)PROPOSED = 96,948 SF (25.8%)PAVING = EXISTING = 229,852 SF (61.3%)PROPOSED =228,486 SF (61.0%) OPEN SPACE (% OR SF REQUIRED):TOTAL EXISTING = 48,966 SF (13.1%)TOTAL PROPOSED = 49,182 SF (13.1%)PARKING REQUIREMENTSPARKING SETBACKS:FRONT: 10' FROM ANY FRONT ORSIDE STREET LOT LINESSIDE & REAR: 5' FROM ANY SIDEOR REAR LOT LINEPARKING STALLS REQUIRED: 1/300 SFGROCERY:502 EXISTING 329 REQUIREDTOTAL PARKING PROPOSED: 455SITE PLAN NOTES1. SIDEWALKS: INSTALL WHERE INDICATED ONPLANS. ALL NEW SIDEWALK SLABS SHALL BEA MINIMUM OF 4 INCHES THICK. CONCRETETO HAVE A COMPRESSIVE STRENGTH OF 4000PSI AT 28 DAYS WITH 5 PERCENT AIRENTRAINMENT AND LIMESTONEAGGREGATE-3/4" MAXIMUM SIZE. MAXIMUMSUBSTITUTION OF FLY ASH IS 15%. FLY ASHSHALL CONFORM TO ASTM C618 CLASS C.PROVIDE CONTROL JOINTS AT 6'-0" O/CMAXIMUM UNLESS OTHERWISE NOTED.2. ROADS, PARKING SURFACES, AND CURBS:INSTALL WHERE INDICATED ON PLANS.CONCRETE SHALL HAVE A MINIMUMCOMPRESSIVE STRENGTH OF 4000 PSI AT 28DAYS WITH 5 PERCENT AIR ENTRAINMENTAND LIMESTONE AGGREGATE 1-1/2 INCHMAXIMUM SIZE. MAXIMUM SUBSTITUTION OFFLY ASH IS 15%. FLY ASH SHALL CONFORMTO ASTM C618 CLASS C. PROVIDE CONTROLJOINTS AT 12'-0" O/C (N & S) MAXIMUM UNLESSNOTED OTHERWISE.3. PERFORM CONCRETE WORK INACCORDANCE WITH ACI 301 AND ACI 318.CONFORM TO ACI 305 DURING HOT WEATHERAND ACI 306.1 DURING COLD WEATHER.4. CONCRETE FINISH: MEDIUM BROOM5. BACKER ROD: DO NOT USE BACKER ROD6. CURING AGENT: RESIN BASED, MEMBRANEFORMING COMPOUND COMPLYING WITHASTM C309, TYPE 17. SIDEWALK JOINT SEALANT: SELF-LEVELINGPOLYURETHANE GUN GRADE SEALANT.COLOR: GRAY.8.ROADS, PARKING, AND CURB JOINTSEALANT: HOT POURED JOINT SEALANTCOMPOSED OF PETROPOLYMERS MEETINGREQUIREMENTS OF ASTM D 3405. FILL JOINTSFULL.9. CONCRETE TESTING: CORE COMPRESSIVEAND DEPTH TESTING AT 10 RANDOMLOCATIONS CHOSEN BY OWNERREPRESENTATIVE AT COMPLETION OFEXTERIOR CONCRETE WORK. TESTING SHALLBE DONE FOR COMPLIANCE WITH ACI 318 ANDIN ACCORDANCE WITH ASTM C24/C42M.10. SEE ARCHITECTURAL PLANS FORBOLLARD LOCATIONS. BOLLARD LOCATIONSMUST BE COORDINATED WITH ANDAPPROVED BY THE HY-VEE SITE WORKREPRESENTATIVE PRIOR TO BEGINNINGWORK.11. SEE STRUCTURAL PLANS AND SOILSREPORT FOR ANY SPECIAL EXCAVATION ANDFILL REQUIREMENTS.12. CONTRACTOR SHALL SUBMIT A JOINTINGPLAN FOR REVIEW PRIOR TO FORMINGPAVEMENTS.PAINTING SPECIFICATIONS1. PAINT TRAFFIC DIRECTION ARROWS,PARKING STRIPES, AND HANDICAP SYMBOLS"TRAFFIC YELLOW". UNLESS OTHERWISENOTED ON PLANS AND DETAILS.2. PAINT SHALL BE LEAD FREEWATERBORNE TRAFFIC AND HIGHWAYMARKING PAINT UC-3586 YELLOW ASMANUFACTURED BY DIAMOND VOGELPAINTS OR EQUIVALENT UNLESSOTHERWISE NOTED ON PLANS AND DETAILS.3. PROVIDE FOUNDRY GRADE SILICA SANDTHAT MEETS A 50/60 GRADED SAND WHENTESTED ACCORDING TO ASTM C-136.4. BEFORE APPLICATION OF PAINT,PAINTING SURFACE MUST BE DRY AND FREEFROM DIRT, GREASE, OIL, OR OTHERMATERIAL THAT WOULD REDUCE THE BONDBETWEEN THE PAVEMENT AND PAINT.CLEAN THE AREA TO BE PAINTED BYSWEEPING OR COMPRESSED AIR.5. APPLY PAINT AT LOCATIONS,DIMENSIONS, AND SPACING SHOWN ON THEPLANS.6. MIX PAINT IN ACCORDANCE WITHMANUFACTURER'S INSTRUCTIONS ANDAPPLY AT THE RATE OF 115 SF/GALLON. THEADDITION OF THINNER WILL NOT BEPERMITTED.7. APPLY SILICA SAND AT 4LBS/GALLON OFPAINT IMMEDIATELY AFTER THEAPPLICATION OF PAINT. SILICA SAND SHALLADHERE TO THE CURED PAINT PRIOR TOFINAL ACCEPTANCE AND PAYMENT.8. PROTECT ALL MARKINGS FROM DAMAGEUNTIL PAINT IS DRY.FLOOD ZONE DESIGNATIONPROPERTY IS LOCATED IN ZONE 'X' ON THENATIONAL FLOOD INSURANCE PROGRAMFLOOD INSURANCE RATE MAP 19103C0195EWITH A REVISED DATE OF 2/16/2007.GENERAL NOTES1. PROTECT EXISTING STRUCTURES ANDADJACENT PROPERTY DURINGCONSTRUCTION.2. PROTECT EXISTING UTILITIES DURINGCONSTRUCTION.3. THE LOCATIONS OF ALL UTILITIESINDICATED ON THE PLANS ARE TAKEN FROMEXISTING RECORDS. THE EXACT LOCATIONAND ELEVATION OF ALL UTILITIES MUST BEDETERMINED BY THE CONTRACTOR. ITSHALL BE THE DUTY OF THE CONTRACTORTO ASCERTAIN WHETHER ANY ADDITIONALUTILITIES OTHER THAN THOSE SHOWN ONTHE PLAN MAY BE PRESENT.4. ALL DIMENSIONS TO BACK-OF-CURBUNLESS NOTED OTHERWISE. ALLDIMENSIONS TO BE FIELD VERIFIED.5. CONTRACTOR TO VERIFY BUILDINGDIMENSIONS WITH ARCHITECTURAL PLANS.6. ALL SLOPES IN PAVEMENT SHALL BEUNIFORM TO AVOID PONDING.7. UNLESS DETAILED OR NOTEDOTHERWISE, PROVIDE 1" PRE-MOLDEDEXPANSION JOINT MATERIAL WHERECONCRETE IS POURED AGAINST BUILDING.PROVIDE 1" EXPANSION MATERIAL WHERECONCRETE IS POURED AGAINST EXISTINGCONCRETE. SET PRE-MOLDED MATERIALTIGHT AGAINST BUILDING AND/ORCONCRETE TO ELIMINATE VOIDS.8. FINISH GRADES SHOWN ARE TO TOP OFPAVING, SIDEWALKS, OR FINISH GRADE.9. STAGING LOCATION FOR CONSTRUCTIONEQUIPMENT AND MATERIALS TO BECOORDINATED WITH AND APPROVED BYTHE OWNER.10. CITY OF IOWA CITY SPECIFICATIONS ANDSUDAS SPECIFICATIONS ALL APPLY TOTHESE PLANS.11. CHANGES TO THESE PLANS SHALL BEAPPROVED BY THE CITY OF IOWA CITY INWRITING.12. THE CONTRACTOR IS RESPONSIBLE FORANY CHANGES DURING CONSTRUCTIONTHAT HAVE NOT BEEN GRANTED APPROVALIN WRITING BY THE CITY OF IOWA CITY.13. FIRE DEPARTMENT ACCESS WITHIN 1OOFEET OF ALL PORTIONS OF THE BUILDING ISREQUIRED AT THE TIME THE BUILDINGBEGINS VERTICAL CONSTRUCTION.14. ALL PROPOSED PAVEMENT IS PRIVATE. 1234N O R T HCALL 811 / 1-800-292-89892 Working Days BEFORE YOU DIGDigSafeWait48.comIOWAONE CALL60'40'020'GRAPHIC SCALEPRELIMINARYNOT FOR CONSTRUCTIONLEGENDPROPERTY LINE8" PCCEASEMENT LINE6" PCCSETBACK LINE4" PCC/SIDEWALKCONSTRUCTION LIMITSTYPTYPICALTRAFFIC SIGNAGEBOLLARDPRIMARY AND ACCESORY BUILDINGSETBACKSFRONT YARD: 10'SIDE YARD: 0'REAR YARD: 0'ZONINGCOMMUNITY COMMERCIAL (CC2)LEGAL DESCRIPTIONBOYRUM SUBDIVISION - PART FOUR LOT 3 & INCL LOTS 1-13BOYRUM SD - PART TWO (A/K/A AUDITOR'S PARCEL #2008046AS DESC IN SURVEY BK 54 PG 271PARKING REQUIREMENTSPARKING SETBACKS:FRONT: 10' FROM ANY FRONT ORSIDE STREET LOT LINESSIDE & REAR: 5' FROM ANY SIDEOR REAR LOT LINEPARKING STALLS REQUIRED: 1/300 SFGROCERY:502 EXISTING 329 REQUIREDTOTAL PARKING PROPOSED: 465SITE PLAN NOTES1. SIDEWALKS: INSTALL WHERE INDICATED ONPLANS. ALL NEW SIDEWALK SLABS SHALL BEA MINIMUM OF 4 INCHES THICK. CONCRETETO HAVE A COMPRESSIVE STRENGTH OF 4000PSI AT 28 DAYS WITH 5 PERCENT AIRENTRAINMENT AND LIMESTONEAGGREGATE-3/4" MAXIMUM SIZE. MAXIMUMSUBSTITUTION OF FLY ASH IS 15%. FLY ASHSHALL CONFORM TO ASTM C618 CLASS C.PROVIDE CONTROL JOINTS AT 6'-0" O/CMAXIMUM UNLESS OTHERWISE NOTED.2. ROADS, PARKING SURFACES, AND CURBS:INSTALL WHERE INDICATED ON PLANS.CONCRETE SHALL HAVE A MINIMUMCOMPRESSIVE STRENGTH OF 4000 PSI AT 28DAYS WITH 5 PERCENT AIR ENTRAINMENTAND LIMESTONE AGGREGATE 1-1/2 INCHMAXIMUM SIZE. MAXIMUM SUBSTITUTION OFFLY ASH IS 15%. FLY ASH SHALL CONFORMTO ASTM C618 CLASS C. PROVIDE CONTROLJOINTS AT 12'-0" O/C (N & S) MAXIMUM UNLESSNOTED OTHERWISE.3. PERFORM CONCRETE WORK INACCORDANCE WITH ACI 301 AND ACI 318.CONFORM TO ACI 305 DURING HOT WEATHERAND ACI 306.1 DURING COLD WEATHER.4. CONCRETE FINISH: MEDIUM BROOM5. BACKER ROD: DO NOT USE BACKER ROD6. CURING AGENT: RESIN BASED, MEMBRANEFORMING COMPOUND COMPLYING WITHASTM C309, TYPE 17. SIDEWALK JOINT SEALANT: SELF-LEVELINGPOLYURETHANE GUN GRADE SEALANT.COLOR: GRAY.8.ROADS, PARKING, AND CURB JOINTSEALANT: HOT POURED JOINT SEALANTCOMPOSED OF PETROPOLYMERS MEETINGREQUIREMENTS OF ASTM D 3405. FILL JOINTSFULL.9. CONCRETE TESTING: CORE COMPRESSIVEAND DEPTH TESTING AT 10 RANDOMLOCATIONS CHOSEN BY OWNERREPRESENTATIVE AT COMPLETION OFEXTERIOR CONCRETE WORK. TESTING SHALLBE DONE FOR COMPLIANCE WITH ACI 318 ANDIN ACCORDANCE WITH ASTM C24/C42M.10. SEE ARCHITECTURAL PLANS FORBOLLARD LOCATIONS. BOLLARD LOCATIONSMUST BE COORDINATED WITH ANDAPPROVED BY THE HY-VEE SITE WORKREPRESENTATIVE PRIOR TO BEGINNINGWORK.11. SEE STRUCTURAL PLANS AND SOILSREPORT FOR ANY SPECIAL EXCAVATION ANDFILL REQUIREMENTS.12. CONTRACTOR SHALL SUBMIT A JOINTINGPLAN FOR REVIEW PRIOR TO FORMINGPAVEMENTS.PAINTING SPECIFICATIONS1. PAINT TRAFFIC DIRECTION ARROWS,PARKING STRIPES, AND HANDICAP SYMBOLS"TRAFFIC YELLOW". UNLESS OTHERWISENOTED ON PLANS AND DETAILS.2. PAINT SHALL BE LEAD FREEWATERBORNE TRAFFIC AND HIGHWAYMARKING PAINT UC-3586 YELLOW ASMANUFACTURED BY DIAMOND VOGELPAINTS OR EQUIVALENT UNLESSOTHERWISE NOTED ON PLANS AND DETAILS.3. PROVIDE FOUNDRY GRADE SILICA SANDTHAT MEETS A 50/60 GRADED SAND WHENTESTED ACCORDING TO ASTM C-136.4. BEFORE APPLICATION OF PAINT,PAINTING SURFACE MUST BE DRY AND FREEFROM DIRT, GREASE, OIL, OR OTHERMATERIAL THAT WOULD REDUCE THE BONDBETWEEN THE PAVEMENT AND PAINT.CLEAN THE AREA TO BE PAINTED BYSWEEPING OR COMPRESSED AIR.5. APPLY PAINT AT LOCATIONS,DIMENSIONS, AND SPACING SHOWN ON THEPLANS.6. MIX PAINT IN ACCORDANCE WITHMANUFACTURER'S INSTRUCTIONS ANDAPPLY AT THE RATE OF 115 SF/GALLON. THEADDITION OF THINNER WILL NOT BEPERMITTED.7. APPLY SILICA SAND AT 4LBS/GALLON OFPAINT IMMEDIATELY AFTER THEAPPLICATION OF PAINT. SILICA SAND SHALLADHERE TO THE CURED PAINT PRIOR TOFINAL ACCEPTANCE AND PAYMENT.8. PROTECT ALL MARKINGS FROM DAMAGEUNTIL PAINT IS DRY.FLOOD ZONE DESIGNATIONPROPERTY IS LOCATED IN ZONE 'X' ON THENATIONAL FLOOD INSURANCE PROGRAMFLOOD INSURANCE RATE MAP 19103C0195EWITH A REVISED DATE OF 2/16/2007.REMPLOYEE OWNEDHY-VEE, INC.5820 WESTOWN PARKWAYWEST DES MOINES, IOWA 50266P 515-267-2800F 515-267-2935LOCATION IOWA CITY #1 AISLES ONLINE 1720 WATERFRONT DRIVEDRAWN BYDATESCALESHEETREVISIONS DATE DRAWN BYJOB NUMBERC2.1SITEPLANPages or sheets covered by this seal:SignatureDateI hereby certify that this engineering document wasprepared by me or under my direct personal supervisionand that I am a duly licensed Professional Engineerunder the laws of the State of Iowa.Iowa License Number 18685Luis T. Leon, P.E.My license renewal date is December 31, 2021.C2.1GENERAL NOTES1. PROTECT EXISTING STRUCTURES ANDADJACENT PROPERTY DURINGCONSTRUCTION.2. PROTECT EXISTING UTILITIES DURINGCONSTRUCTION.3. THE LOCATIONS OF ALL UTILITIESINDICATED ON THE PLANS ARE TAKEN FROMEXISTING RECORDS. THE EXACT LOCATIONAND ELEVATION OF ALL UTILITIES MUST BEDETERMINED BY THE CONTRACTOR. ITSHALL BE THE DUTY OF THE CONTRACTORTO ASCERTAIN WHETHER ANY ADDITIONALUTILITIES OTHER THAN THOSE SHOWN ONTHE PLAN MAY BE PRESENT.4. ALL DIMENSIONS TO BACK-OF-CURBUNLESS NOTED OTHERWISE. ALLDIMENSIONS TO BE FIELD VERIFIED.5. CONTRACTOR TO VERIFY BUILDINGDIMENSIONS WITH ARCHITECTURAL PLANS.6. ALL SLOPES IN PAVEMENT SHALL BEUNIFORM TO AVOID PONDING.7. UNLESS DETAILED OR NOTEDOTHERWISE, PROVIDE 1" PRE-MOLDEDEXPANSION JOINT MATERIAL WHERECONCRETE IS POURED AGAINST BUILDING.PROVIDE 1" EXPANSION MATERIAL WHERECONCRETE IS POURED AGAINST EXISTINGCONCRETE. SET PRE-MOLDED MATERIALTIGHT AGAINST BUILDING AND/ORCONCRETE TO ELIMINATE VOIDS.8. FINISH GRADES SHOWN ARE TO TOP OFPAVING, SIDEWALKS, OR FINISH GRADE.9. STAGING LOCATION FOR CONSTRUCTIONEQUIPMENT AND MATERIALS TO BECOORDINATED WITH AND APPROVED BYTHE OWNER.10. CITY OF IOWA CITY SPECIFICATIONS ANDSUDAS SPECIFICATIONS ALL APPLY TOTHESE PLANS.11. CHANGES TO THESE PLANS SHALL BEAPPROVED BY THE CITY OF IOWA CITY INWRITING.12. THE CONTRACTOR IS RESPONSIBLE FORANY CHANGES DURING CONSTRUCTIONTHAT HAVE NOT BEEN GRANTED APPROVALIN WRITING BY THE CITY OF IOWA CITY.13. FIRE DEPARTMENT ACCESS WITHIN 1OOFEET OF ALL PORTIONS OF THE BUILDING ISREQUIRED AT THE TIME THE BUILDINGBEGINS VERTICAL CONSTRUCTION.14. ALL PROPOSED PAVEMENT IS PRIVATE.IMPERVIOUS SURFACE CALCULATIONSHY-VEE FOOD STORE:TOTAL AREA = 374,616 SFBUILDINGEXISTING =95,798 SF (25.6%)PROPOSED = 96,948 SF (25.8%)PAVING = EXISTING = 229,852 SF (61.3%)PROPOSED =228,486 SF (61.0%) OPEN SPACE (% OR SF REQUIRED):TOTAL EXISTING = 48,966 SF (13.1%)TOTAL PROPOSED = 49,182 SF (13.1%) 649.54 TC649.04 GU650.65 TC650.15 GU650.40 TC649.90 GU650.55 TC650.05 GU650.40 M.E.650.85 TC M.E.651.26 FFE651.26651.26 FFE651.26651.26650.92 M.E.650.42651.18650.35650.85 TC650.35 GU650.94650.94 TC650.44 GU651.01651.09650.90 TC650.40 GU650.85 TC650.35 GU650.92650.92651.09650.50651.09651.26 M.E.650.75 TC650.25 GU650.67 TC650.17 GU650.77 TC650.27 GU650.72 TC650.22 GU650.97 TC650.47 GU650.50 TC650.00 GU650.40 TC649.90 GU649.29 M.E.(FIELD VERIFY)649.25 M.E.(FIELD VERIFY)CALL 811 / 1-800-292-89892 Working Days BEFORE YOU DIGDigSafeWait48.comIOWAONE CALLPages or sheets covered by this seal:SignatureDateI hereby certify that this engineering document wasprepared by me or under my direct personal supervisionand that I am a duly licensed Professional Engineerunder the laws of the State of Iowa.Iowa License Number 18685Luis T. Leon, P.E.My license renewal date is December 31, 2021.GRADING NOTES1. STRIP TOPSOIL (MIN.4") FROM ENTIRE SITE AND STOCKPILEIN AREA DESIGNATED BY OWNER. TOPSOIL TO BE REUSED ASTOP DRESSINGS ON ALL UNSURFACED AREAS UPONCOMPLETION OF THE ROUGH GRADING. TOP DRESSING SHALLBE A MINIMUM UNIFORM THICKNESS OF 4".2. PROVIDE AND MAINTAIN EROSION CONTROL DEVICESWHERE SHOWN ON PLANS. DEVICES TO REMAIN IN PLACEUNTIL PAVEMENT AND INTAKES ARE CONSTRUCTED ANDUNTIL A LAWN IS ESTABLISHED.3. IN AREAS TO RECEIVE ADDITIONAL FILL OVER EXISTING FILLMATERIALS, REMOVE TOP 12" OF MATERIAL AND SCARIFY ANDRECOMPACT THE NEXT 9" OF RESULTING SUBGRADE.COMPACT TO 95% STANDARD PROCTOR DENSITY.SUBSEQUENT FILL TO BE COMPACTED TO 95% STANDARDPROCTOR DENSITY TO WITHIN 1.0' OF FINAL SUBGRADE. THEFINAL 1.0' OF FILL TO BE COMPACTED TO 98% STANDARDPROCTOR.4. SCARIFY AND RECOMPACT THE TOP 9" OF SUBGRADE INALL CUT AREAS AFTER ROUGH GRADING IS COMPLETED.COMPACT THE ENTIRE PAVING AND BUILDING SUBGRADE TO95% STANDARD PROCTOR DENSITY TO WITHIN 1.0' OF FINALSUBGRADE. THE FINAL 1.0' OF FILL TO BE COMPACTED TO 98%STANDARD PROCTOR.5. PROVIDE MINIMUM OF 1.0' OF COMPACTED NON-EXPANSIVECOHESIVE SOIL BENEATH ALL PAVEMENTS.6. ALL FILL AND BACKFILL MATERIALS SHALL BE APPROVED BYTHE SOILS ENGINEER. PLACE ALL FILLS IN LIFTS OF NINEINCHES OR LESS LOOSE THICKNESS. ALL FILL SHALL BEPLACED BETWEEN 1% BELOW AND 4% ABOVE OPTIMUMMOISTURE CONTENT.7. FINISH CONTOURS SHOWN ARE TO TOP OF PAVEMENT ORTO TOP OF TOPSOIL. SEE BUILDING PLANS ANDCONSTRUCTION DETAILS FOR FINISHED SUBGRADE BELOWFINISHED FLOOR AND PAVEMENT SECTIONS.8. SCARIFY SUBGRADE TO DEPTH OF 3" WHERE TOPSOIL ISSCHEDULED. SCARIFY IN AREAS WHERE EQUIPMENT USEDFOR HAULING AND SPREADING TOPSOIL HAS CAUSEDCOMPACTED SUBSOIL.9. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUTILITIES PRIOR TO CONSTRUCTION, BOTH PUBLIC ANDPRIVATE.10. SPOT ELEVATIONS ARE SHOWN AT TOP OF FINISH GRADE,ADD 6" TO ELEVATIONS IN PAVED AREAS TO FIND TOP OFCURB ELEVATIONS.CONTOUR LINESPOT ELEVATIONCURB ELEVATION/GUTTER ELEVATIONFLOWLINESLOPE PERCENT100100.00100.50 TC100.00 GU1.0%LEGENDSILT FENCEFILTER SOCKFLOW TRANSITION MATINLET PROTECTIONEROSION CONTROL SIGNAGEUTILITY NOTES1. PROTECT EXISTING UTILITIES WHICH ARE TO REMAIN. THELOCATIONS OF ALL UTILITIES INDICATED ON THE PLANS ARETAKEN FROM EXISTING RECORDS. THE EXACT LOCATION ANDELEVATION OF ALL UTILITIES MUST BE DETERMINED BY THECONTRACTOR. IT SHALL BE THE DUTY OF THE CONTRACTORTO ASCERTAIN WHETHER ANY ADDITIONAL FACILITIES OTHERTHAN THOSE SHOWN ON THE PLAN MAY BE PRESENT.2. SITEWORK UTILITY CONTRACTOR TO EXTEND ALL PIPING TOWITHIN 5' OF BUILDING AND CAP FOR CONNECTION BYBUILDING UTILITY CONTRACTOR. COORDINATE ALL INVERTELEVATIONS AND PIPING LOCATIONS WITH BUILDING PLANS.3. SEE DETAILS FOR UTILITY TRENCH CONSTRUCTIONREQUIREMENTS. GEOTECHNICAL ENGINEER TO OBSERVEUTILITY TRENCH BACKFILL AND COMPACTION PROCEDURES.4. CONTACT CITY OF IOWA CITY TO COORDINATE TIE-INLOCATIONS TO PUBLIC UTILITIES AND TO ARRANGEINSPECTION WITH THE CITY.5. ALL UTILITIES ARE PRIVATELY OWNED AND MAINTAINEDUNLESS NOTED OTHERWISE.6. CITY OF IOWA CITY SPECIFICATIONS AND SUDASSPECIFICATIONS ALL APPLY TO THESE PLANS.7. NO WATER OR SANITARY SEWER LINES ARE BEINGEXTENDED TO THE NEW BUILDING.8. REFER TO MEP PLANS FOR DETAILS ON NEW ELECTRICALSERVICE AND ROUTING TO AISLES ONLINE BUILDING.N O R T HPRELIMINARYNOT FOR CONSTRUCTIONREMPLOYEE OWNEDHY-VEE, INC.5820 WESTOWN PARKWAYWEST DES MOINES, IOWA 50266P 515-267-2800F 515-267-2935LOCATION IOWA CITY #1 AISLES ONLINE 1720 WATERFRONT DRIVEDRAWN BYDATESCALESHEETREVISIONS DATE DRAWN BYJOB NUMBERC3.0GRADING &UTILITY PLAN60'40'020'GRAPHIC SCALEC3.0EROSION CONTROL NOTES1.DISTURB THE LEAST AREA POSSIBLE TO COMPLETE THESCOPE OF THE PROJECT.2.ALL SEDIMENT AND EROSION CONTROL PRACTICES WILLBE INSPECTED AT LEAST ONCE EVERY SEVEN (7)CALENDAR DAYS AND AFTER ANY STORM EVENT OFGREATER THAN 0.5 INCHES OF PRECIPITATION DURINGANY 24-HOUR PERIOD BY RESPONSIBLE PERSONNEL. ANYNECESSARY REPAIRS OR CLEANUP TO MAINTAIN THEEFFECTIVENESS OF THE BEST MANAGEMENT PRACTICESSHALL BE MADE IMMEDIATELY.3.INSPECTIONS ARE THE RESPONSIBILITY OF THECONTRACTOR. SEND A COPY OF THE INSPECTION FORMSTO HY-VEE.4.FOLLOWING SOIL DISTURBANCE, PERMANENT ORTEMPORARY STABILIZATION SHALL BE COMPLETED WITHINSEVEN (7) CALENDAR DAYS TO THE SURFACE OF ALLPERIMETER SEDIMENT CONTROLS, TOPSOIL STOCKPILES,AND ANY OTHER DISTURBED OR GRADED AREAS ON THEPROJECT SITE WHICH ARE NOT BEING USED FOR MATERIALSTORAGE, OR ON WHICH ACTUAL EARTH MOVINGACTIVITIES ARE BEING PERFORMED.5.SOIL STABILIZATION SCHEDULE TEMPORARY SEEDINGWITH OATS - 2 TO 3 BUSHELS PER ACRE - AND MULCH ALLSLOPES 4:1 AND STEEPER WILL BE INITIATED ON ALLDISTURBED AREAS IMMEDIATELY IF GRADING ACTIVITIESWILL NOT RESUME FOR A PERIOD EXCEEDING 14 DAYS.THIS SEQUENCE SHALL REPEAT AS GROUND COVER ISREMOVED BY SUBSEQUENT CONSTRUCTION ACTIVITY.6.GENERAL CONTRACTOR SHALL IMPLEMENT ALL POLLUTIONPLAN ACTIVITY WITH THE ASSISTANCE OF THE UTILITYSUBCONTRACTORS, BUILDING CONTRACTORS ANDSUPPLIERS.7.APPLY FREQUENT LIGHT WATERING TO GROUND SURFACEAS REQUIRED TO CONTROL DUST.8.UPON COMPLETION OF CONSTRUCTION, SOD ALLDISTURBED AREAS PER PROJECT SPECIFICATIONS.9.MAINTENANCE OF ALL TEMPORARY AND PERMANENTEROSION CONTROL MEASURES IS THE RESPONSIBILITY OFTHE CONTRACTOR AND/OR SUBCONTRACTORS. CLEANINGOF CONTROL DEVICES SHALL BEGIN WHEN THEY HAVELOST 50% OF THEIR CAPACITY.10.LOCATION OF SOLID WASTE CONTAINER AND PORTABLERESTROOM TO BE SPECIFIED BY CONTRACTOR ANDAPPROVED BY HY-VEE.11.WHERE CONSTRUCTION VEHICLE ACCESS ROUTESINTERSECT PAVED PUBLIC ROADS, PROVISIONS SHALL BEMADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BYVEHICULAR TRACKING ONTO THE PAVED SURFACE. WHERESEDIMENT IS TRANSPORTED ONTO A PUBLIC ROADSURFACE, THE ROAD SHALL BE CLEANED THOROUGHLY ATTHE END OF EACH DAY. SEDIMENT SHALL BE REMOVEDFROM THE ROADS BY SHOVELING OR SWEEPING ANDTRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA.STREET WASHING SHALL BE ALLOWED ONLY AFTERSEDIMENT IS REMOVED IN THIS MANNER.12.ALL TEMPORARY EROSION AND SEDIMENT CONTROLMEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTERFINAL SITE STABILIZATION OR AFTER THE TEMPORARYMEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISEAUTHORIZED BY THE IMPLEMENTING AGENCY. TRAPPEDSEDIMENT AND THE DISTURBED SOIL AREAS RESULTINGFROM THE DISPOSITION OF TEMPORARY MEASURES SHALLBE PERMANENTLY STABILIZED TO PREVENT FURTHEREROSION AND SEDIMENT.13.LIMIT DUST GENERATION BY CLEARING ONLY THOSEAREAS WHERE IMMEDIATE ACTIVITY WILL TAKE PLACE,LEAVING THE REMAINING AREA(S) IN THE ORIGINALCONDITION, IF STABLE. MAINTAIN THE ORIGINAL GROUNDCOVER AS LONG AS PRACTICAL. VEGETATE OR MULCHAREAS WITH EXPOSED SOILS THAT WILL NOT RECEIVEVEHICLE TRAFFIC. IN AREAS WHERE PLANTING, MULCHINGOR PAVING IS IMPRACTICAL, APPLY GRAVEL ORLANDSCAPING ROCK. ADD SURFACE GRAVEL TO REDUCETHE SOURCE OF DUST EMISSION. LIMIT THE AMOUNT OFFINE PARTICLES (THOSE SMALLER THAN 0.075MM) TO 10 TO20 PERCENT. SPRINKLE THE SITE WITH WATER UNTILSURFACE IS WET. REPEAT AS NEEDED TO PREVENTCARRYOUT OF MUD ONTO STREET. USE VACUUM STREETSWEEPERS TO SWEEP UP ANY TRACKED SEDIMENT.REMOVE MUD AND OTHER DIRT PROMPTLY SO IT DOESNOT DRY AND THEN TURN INTO DUST. LIMIT DUSTCAUSING WORK ON WINDY DAYS.14.CONTAIN SLURRY FROM WET-SAW CUTTING OF CONCRETE.OWNERHY-VEE, INC.5820 WESTOWN PARKWAYWEST DES MOINES, IOWA, 50266AREA TO BE DISTURBED: 0.32 ACRESEROSION CONTROL MANAGER:SENECA COMPANIES, INC.SHADRACH SPORAA EX1AAAAEX10.30.40.40.50.50.50.60.60.60.60.60.60.50.50.50.40.40.30.20.40.50.50.60.60.70.70.70.70.70.70.70.60.60.50.50.40.40.30.50.50.60.70.70.80.80.80.80.80.80.80.80.70.60.60.50.40.30.50.60.70.80.90.91.01.01.01.01.00.90.90.80.70.60.50.50.40.60.70.80.91.01.11.11.11.11.11.11.11.00.90.80.70.60.50.40.60.70.91.01.11.31.41.41.31.31.41.31.21.00.90.80.60.50.40.70.81.01.11.31.51.61.61.51.51.61.51.31.10.90.80.70.60.41.01.21.41.71.81.81.71.71.71.61.41.21.00.80.70.60.51.21.41.61.81.92.12.02.11.81.61.41.21.00.80.70.60.51.72.02.32.32.32.32.42.11.81.51.31.21.00.90.70.60.53.34.14.54.33.73.22.52.21.81.61.41.21.00.80.70.60.59.011.712.611.58.64.92.82.11.91.71.41.21.00.80.70.60.526.133.236.132.623.39.03.42.11.71.61.31.11.00.80.70.60.427.635.739.537.228.210.03.41.91.51.41.21.00.90.80.60.50.49.813.114.513.910.85.42.51.61.31.11.00.90.80.70.60.50.42.63.53.84.53.72.51.61.21.11.00.90.80.70.60.50.50.40.91.11.21.91.71.41.11.00.90.80.80.70.60.60.50.40.30.30.40.41.01.00.90.80.80.70.70.60.60.50.50.40.40.30.20.20.20.70.60.60.60.60.50.50.50.40.40.30.20.40.50.50.50.50.50.50.50.40.40.40.30.30.20.20.40.60.60.50.50.60.60.50.40.30.30.30.20.20.20.71.11.31.51.61.41.10.70.40.20.20.20.20.20.11.11.82.42.82.92.51.91.10.50.20.10.10.10.10.11.62.53.54.34.33.52.61.60.50.20.10.10.10.10.01.93.24.56.16.24.63.21.80.50.10.00.00.00.00.01.93.55.37.99.29.28.15.43.62.00.40.00.00.00.00.00.00.00.00.31.93.65.47.510.110.47.85.63.82.20.40.00.00.00.00.00.00.00.00.41.73.45.27.79.08.98.05.43.62.00.50.00.00.00.00.00.00.00.10.41.73.04.35.86.46.35.94.53.21.90.60.10.00.00.00.00.00.00.10.51.42.33.24.04.34.34.03.32.41.50.70.20.00.00.00.00.00.00.10.41.01.62.22.62.82.82.62.21.71.00.50.10.00.00.00.00.00.00.00.20.50.91.11.31.11.01.21.00.90.50.20.10.00.00.00.00.0REMPLOYEE OWNEDHY-VEE, INC.5820 WESTOWN PARKWAYWEST DES MOINES, IOWA 50266P 515-267-2800F 515-267-2935LOCATION IOWA CITY #1 AISLES ONLINE 1720 WATERFRONT DRIVEDRAWN BYDATESCALESHEETREVISIONS DATE DRAWN BYJOB NUMBERC3.1PHOTOMETRICPLANN O R T HCALL 811 / 1-800-292-89892 Working Days BEFORE YOU DIGDigSafeWait48.comIOWAONE CALL60'40'020'GRAPHIC SCALEPRELIMINARYNOT FOR CONSTRUCTIONFOR REFERENCE ONLYLuminaire ScheduleSymbolQtyLabelArrangementTotal Lamp LumensLLFDescription2EX1SINGLEN.A.0.900EXISITNG4ASINGLEN.A.0.900SCV-LED-15L-SC-50 P1PROTECT EXISTINGTREES AND SHRUBS INPLACE. SEE SHEET C1.0FOR TREE PROTECTIONDETAIL.SODMULCH AROUNDPLANTING AREAS TO ADEPTH OF 3"2GT1234SODSOD3NS20PA1NSSODSODSODPROTECT EXISTINGTREES AND SHRUBS INPLACE. SEE SHEET C1.0FOR TREE PROTECTIONDETAIL.QTY IDCOMMON NAMEBOTANICAL NAMESIZEMETHODSPACING2 GTSHADEMASTER HONEYLOCUSTGleditsia triacanthos inermis "Shademaster"2" B&BCONT.PER PLANLEGENDSODUNDERSTORYTREEDUG EDGEPERENNIAL SHRUBOVERSTORY TREEPLANT IDENTIFICATION/QUANTITY1ZZI HEREBY CERTIFY THAT THIS TECHNICAL DOCUMENT WASPREPARED BY ME OR UNDER MY DIRECT PERSONALSUPERVISION AND RESPONSIBLE CHARGE AND THAT I AM ADULY LICENSED PROFESSIONAL LANDSCAPE ARCHITECTUNDER THE LAWS OF THE STATE OF IOWA.RACHEL A. HARRIS, PLA #LA00775SIGNATUREDATEDISCIPLINE: LANDSCAPE ARCHITECTREGISTRATION EXPIRES: JUNE 22, 2022PAGES OR SHEETS COVERED BY THIS SEAL:REMPLOYEE OWNEDHY-VEE, INC.5820 WESTOWN PARKWAYWEST DES MOINES, IOWA 50266P 515-267-2800F 515-267-2935LOCATION IOWA CITY #1 AISLES ONLINE 1720 WATERFRONT DRIVEDRAWN BYDATESCALESHEETREVISIONS DATE DRAWN BYJOB NUMBERC4.0PLANTINGPLANPRELIMINARYNOT FOR CONSTRUCTIONC4.0CALL 811 / 1-800-292-89892 Working Days BEFORE YOU DIGDigSafeWait48.comIOWAONE CALL60'40'020'GRAPHIC SCALE20 PADWARF FOUNTAIN GRASSPennisetum alopecuroides 'Hameln'3 GALCONT.PER PLAN4 NSBLACK TUPELONyssa sylvatica "Wildfire"2" B&BCONT.PER PLAN HY-VEE, INC. 5820 WESTOWN PARKWAY WEST DES MOINES, IOWA 50266 TELEPHONE: (515) 267-2800 FAX: (515) 267-2935 R EMPLOYEE OWNED NOT TO SCALEREVISIONTREE PROTECTION DETAIL, TYPBYDATEISSUE DATEJMD04.19.2017EXISTING GRADEMETAL FENCE POSTS,SPACE A MINIMUM OF 5'APART AT DRIP LINEORANGE MESHCONSTRUCTION FENCINGOUTLINE OF TREECROWN EDGE OF DRIPLINE CORRESPONDSWITH ROOF SPREADDRIP LINE DRIP LINE DO NOT CUT OR DAMAGELEADERPROVIDE A 6" PERFORATEDDRAIN TILE WITH FILTERSOCK FILLED WITH CLEANPEA GRAVEL IF SOIL FAILS A12 HR PERK TESTUNDISTURBED SOILEXISTING TOPSOILSCARIFY SIDES OFPLANTING PIT TO 2" DEPTHPRUNE ALL DEAD ORDAMAGED BRANCHESFINISH GRADEUNDISTURBED SOIL ORCOMPACTED SUBGRADE3" DEPTH HARDWOODMULCHFIND TOP OF FIRST ROOT INROOTBALL AND REMOVESOIL FROM ABOVE. PLANTSO THAT TOP OF FIRSTROOT IS AT GRADE.3" BERMREMOVE TOP 13 OF CAGEAND BURLAP AND ALLTWINE/CORDS AFTERPLANTINGPLANTING PIT TO BE 1.5xROOTBALL DIAMETERHY-VEE, INC. 5820 WESTOWN PARKWAY WEST DES MOINES, IOWA 50266 TELEPHONE: (515) 267-2800 FAX: (515) 267-2935 R EMPLOYEE OWNED SCALE: 3/8" = 1'-0"REVISIONTREE PLANTING DETAIL, TYPBYDATEISSUE DATEJMD04.19.2017HY-VEE, INC. 5820 WESTOWN PARKWAY WEST DES MOINES, IOWA 50266 TELEPHONE: (515) 267-2800 FAX: (515) 267-2935 R EMPLOYEE OWNED BYDATEHY-VEE, INC. 5820 WESTOWN PARKWAY WEST DES MOINES, IOWA 50266 TELEPHONE: (515) 267-2800 FAX: (515) 267-2935 R EMPLOYEE OWNED SCALE: 3/8" = 1'-0"REVISIONBYDATEPLANT WITH ROOT BALL ATFINISHED GRADEFINISH GRADEUNDISTURBED SOILEXISTING SOILPLANT ROOT BALL ATGRADE. SPREAD OUTERLAYER OF ROOTS AWAYFROM ROOT BALLNOTES:1. PRUNE ALL DEAD AND DAMAGEDBRANCHES.2. REMOVE ENTIRE CONTAINER FROMCONTAINER GROWN PLANTS.3. REMOVE 13 OF THE CAGE AND BURLAPFROM BALLED AND BURLAPPED PLANTS.4. SHAVE OFF CIRCLING ROOTS WITHPRUNING SAW PRIOR TO PLANTING.5. PLANTING PIT TO BE 1.5X ROOTBALLDIAMETER.PRUNE ALL DEAD ORDAMAGED BRANCHES3" DEPTH HARDWOODMULCH3" BERMSHRUB PLANTING DETAIL ,TYPSCARIFY SUBGRADETO 2" DEPTHUNDISTURBED SOIL ORCOMPACTED SUBGRADETOPSOILSOD CUTTINGSOD AS SPECIFIED,SEE PLANTING PLANSEE PLANTING PLAN FORSPECIESPARKING LOT EDGE PLANTING DETAIL & TURF PROFILESCALE: 3/8" = 1'-0"REVISIONREMPLOYEE OWNEDHY-VEE, INC.5820 WESTOWN PARKWAYWEST DES MOINES, IOWA 50266P 515-267-2800F 515-267-2935LOCATION IOWA CITY #1 AISLES ONLINE 1720 WATERFRONT DRIVEDRAWN BYDATESCALESHEETREVISIONS DATE DRAWN BYJOB NUMBERC4.1PLANTING NOTESAND DETAILSCALL 811 / 1-800-292-89892 Working Days BEFORE YOU DIGDigSafeWait48.comIOWAONE CALLGENERAL NOTES1. ALL PLANT MATERIAL INSTALLATION, INCLUDING SEED AND SOD, SHALL BECOMPLETED PRIOR TO GRAND OPENING.2. ALL PLANT MATERIAL SHALL MEET MINIMUM REQUIREMENTS SHOWN IN THE"AMERICAN STANDARD FOR NURSERY STOCK" (ANSI Z60.1-LATEST ADDITION).3. NO PLANT MATERIAL SHALL BE SUBSTITUTED WITHOUT THE APPROVAL OFHY-VEE, INC.4. THE CONTRACTOR SHALL VERIFY LOCATION AND PROTECT ALL UTILITIESAND STRUCTURES. DAMAGE TO UTILITIES AND STRUCTURES SHALL BEREPAIRED BY THE CONTRACTOR TO THE SATISFACTION OF THE OWNER OFTHE UTILITIES5. PLANT MATERIAL QUANTITIES ARE FOR CONTRACTORS' CONVENIENCE.DRAWINGS SHALL GOVERN.6. SEE THE GRADING, UTILITY, AND SITE PLANS FOR ADDITIONALINFORMATION.7. PROVIDE A ONE-YEAR WARRANTY ON ALL TREES, SHRUBS ANDPERENNIALS.SOIL PREPARATION:1. TOPSOIL SHALL BE LOCAL FERTILE AGRICULTURAL SOIL FREE OF SUBSOILS,ROCKS, CLAYS, PLANTS, WEEDS, ROOTS AND OTHER IMPURITIES. PH VALUESHALL BE BETWEEN 5.4 AND 7.0.2. REMOVE DEBRIS AND WEEDS FROM SUBSOIL.3. SCARIFY SUBSOIL TO DEPTH OF 2" PRIOR TO PLACING TOPSOIL.4. SPREAD TOPSOIL TO A MINIMUM DEPTH OF 6". TOPSOIL PLACEMENT SHALLTAKE PLACE DURING DRY WEATHER. PREPARE TOPSOIL SO THAT IT IS FREEOF DEBRIS AND GRADED TO DRAIN AS INDICATED ON GRADING PLANS.5. LIGHTLY COMPACT TOPSOIL AFTER PLACEMENT AND PROHIBITCONSTRUCTION TRAFFIC FROM AREAS WITH TOPSOIL.SEEDING:1. SUBMIT SEED MIXES, FERTILIZER, AND MULCH DATA TO OWNER'SREPRESENTATIVE.2. SEED MIXTURE SHALL BE 90% TURF TYPE TALL FESCUE AND 10% TURF TYPEPERENNIAL RYEGRASS.3. FERTILIZER FOR SEEDED AREAS SHALL BE NITROGEN 10%, PHOSPHORICACID 10%, SOLUBLE POTASH 10%.4. APPLY FERTILIZER AT APPLICATION RATE OF 1LB/1000 SF.5. APPLY SEED AT RATE OF 10LBS/1000 SF EVENLY IN TWO DIRECTIONS.6. MULCH SEEDED AREAS IMMEDIATELY AFTER SOWING WITH STRAW OR ABIODEGRADABLE MATTING WITH OPEN WEAVE7. WATER NEWLY SEEDED AREAS SO THAT SOIL IS SATURATED TO DEPTH OFTOPSOIL.8. HYDROSEEDING: FERTILIZER, MULCH, AND SEED SLURRY SHALL BEAPPLIED WITH A HYDRAULIC SEEDER AT A RATE OF 2,000LBS/ACRE, EVENLY.9. SEEDED AREAS WILL BE ACCEPTED WHEN GRASS IS WELL ESTABLISHEDAND EXHIBITS VIGOROUS GROWING CONDITIONS WITH NO BARE SPOTSEXCEEDING 1 SF. CONTRACTOR IS RESPONSIBLE FOR WATERING SEED UNTILACCEPTED.SOD:1. SOD SHALL BE NURSERY GROWN GRADE; CULTIVATED GRASS SOD WITHSTRONG FIBROUS ROOT SYSTEM FREE OF STONES, BURNED OR BARE SPOTSCONTAINING NO MORE THAN 5 WEEDS PER 1000 SF.2. SOD MIXTURE SHALL BE 40% KENTUCKY BLUEGRASS, 30% PERENNIALRYEGRASS, 30% FINE FESCUES3. FERTILIZER FOR SODDED AREAS SHALL BE NITROGEN 10%, PHOSPHORICACID 10%, SOLUBLE POTASH 10%.4. APPLY FERTILIZER AT APPLICATION RATE OF 1LB/1000 SF TO TOPSOIL PRIORTO PLACING SOD.5. MOISTEN PREPARED SOIL IMMEDIATELY PRIOR TO LAYING SOD. LAY SODIMMEDIATELY UPON DELIVERY TO THE SITE, LEAVING NO OPEN JOINTS OROVERLAPPING JOINTS. DO NOT STRETCH SOD. DO NOT LAY SOD IFTEMPERATURE IS BELOW FREEZING.6. ROLL SOD WITH 1/3 FULL ROLLER AFTER SOD AND SOIL HAVE DRIED. ROLLBEFORE THE FIRST WATERING.7. SOD WILL BE ACCEPTED WHEN IT IS WELL ESTABLISHED AND SHOWSVIGOROUS GROWTH WITH NO BARE SPOTS EXCEEDING 1 SF. CONTRACTOR ISRESPONSIBLE FOR WATERING AND REPLACING SOD AS NEEDED UNTILACCEPTED.PLANTING:1. PRESERVE AND PROTECT EXISTING TREES TO REMAIN. CONTRACTORSHALL ERECT 4' CONSTRUCTION FENCE AROUND PERIMETER OF TREES ATTHE DRIP LINE. CONTRACTOR SHALL NOT STORE MATERIALS OR ALLOWVEHICLES TO ACCESS OR PARK INSIDE DRIP LINES.2. DO NOT INSTALL PLANTS WHEN AMBIENT TEMPERATURES DROP BELOW 35°F. OR RISE ABOVE 90° F. DO NOT INSTALL PLANTS WHEN WIND VELOCITIESEXCEED 30 MPH.3. DAMAGED OR DEFICIENT PLANTS WILL BE REJECTED.4. TREES WILL HAVE A REASONABLY STRAIGHT TRUNK AND SINGLE LEADER.5. SOIL AMENDMENTS SHALL BE TOPSOIL OR COMPOST. COMPOST:DECOMPOSED, STABLE, WEED FREE ORGANIC MATTER DERIVED FROMAGRICULTURAL, FOOD, INDUSTRIAL RESIDUALS, BIOSOLIDS, OR YARDTRIMMINGS. COMPOST WILL BE FREE OF LARGE PARTICLES AND WILLPOSSESS NO OBJECTIONABLE ODOR, NOR RESEMBLE THE MATERIAL FROMWHICH IT WAS DERIVED6. MULCH: COMPOSTED, SHREDDED HARDWOOD BARK, DARK BROWN INCOLOR.7. FILL PLANTING PITS WITH WATER TO DETERMINE DRAINAGE. IF WATERREMAINS IN HOLE AFTER 24 HOURS, INSTALL FRENCH DRAIN AS SHOWN INDETAILS TO INSURE PROPER DRAINAGE.8. INITIAL ACCEPTANCE: UPON COMPLETION OF PLANTING, OWNER'SREPRESENTATIVE WILL REVIEW WORK AND TAKE INITIAL ACCEPTANCE OFWORK UPON CORRECTION OF ANY NOTED DEFICIENCIES.IRRIGATION1. CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND FURNISHINGALL LABOR, MATERIALS, ACCESSORIES, EQUIPMENT AND OPERATIONSNECESSARY FOR INSTALLATION OF IRRIGATION SYSTEM.2. CONTRACTOR TO SUBMIT IRRIGATION SYSTEM DESIGN AND COMPONENTCUT SHEETS TO HY-VEE FOR REVIEW AND APPROVAL PRIOR TO ORDERING.3. CONTRACTOR SHALL BE RESPONSIBLE FOR ACQUIRING ALL NECESSARYAPPROVALS, PERMITS, LICENSES AND INSPECTIONS REQUIRED BY LOCAL,MUNICIPAL, AND STATE JURISDICTIONS.4. SYSTEM SHALL BE ELECTRIC SOLENOID CONTROLLED UNDERGROUNDIRRIGATION SYSTEM WITH PRESSURE BLOW-OUT DRAIN AS MANUFACTUREDBY RAIN BIRD MANUFACTURING CORP. OR THE TORO COMPANY.SUBSTITUTIONS SUBJECT TO OWNER REVIEW AND APPROVAL.5. AREAS TO BE IRRIGATED INCLUDE ALL SPACE INDICATED AS "SOD" ON THEPLANTING PLAN AND INCLUDE PARKING LOT ISLANDS, UNLESS OTHERWISENOTED. PARKING LOT ISLANDS TO BE IRRIGATED VIA DRIP TYPE IRRIGATION.MATERIALSPIPING:1.1.PVC PIPE: ASTM D2241, 200 PSI PRESSURE RATED UPSTREAM FROMCONTROLS, 160 PSI DOWNSTREAM.1.2.COPPER PIPE: ASTM B42 REGULAR1.3.FITTINGS TO MATCH PIPE SIZE AND STYLE1.4.SOLVENT CEMENT: ASTM D2564 FOR PVC PIPE AND FITTINGS1.5.SOLDER AND FLUX: ASTM B32 TYPE 95TA SOLDER, PASTE1.6.SLEEVE MATERIAL: PVC1.7.OUTLETS: BRASS CONSTRUCTION1.8.ROTARY TYPE SPRINKLER HEAD: POP-UP TYPE WITH SCREENS; FULLY ADJUSTABLE FOR FLOW AND PRESSURE1.9.SPRAY TYPE SPRINKLER HEAD: POP-UP HEAD WITH FULL CIRCLE1.10.EMITTER: ADJUSTABLE OUTLET, NON-CLOGGING1.11.BUBBLER: ADJUSTABLE OUTLET1.12.QUICK COUPLER2. MANUAL VALVES:1.1.GATE VALVES: BRONZE CONSTRUCTION, INSIDE SCREW WITH THREADED ENDS.1.2.BACKFLOW PREVENTERS: BRONZE BODY CONSTRUCTION, DOUBLECHECK VALVE TYPE.3. CONTROLS AND CONTROL VALVES:1.1.CONTROLLER: AUTOMATIC CONTROLLER, MICROPROCESSOR SOLIDSTATE CONTROL WITH VISIBLE READOUT DISPLAY, TEMPORARYOVERRIDE FEATURE TO BYPASS CYCLE, TIMER FOR MULTIPLESTATION SYSTEM, PROGRAMMABLE FOR QUARTER HOURINCREMENTS, WITH AUTOMATIC START AND SHUTDOWN, RAINSENSOR CAPABLE OF TURNING OFF THE IRRIGATION SYSTEM IFADEQUATE RAINFALL IS RECEIVED.1.2.CONTROLLER HOUSING: NEMA 250 TYPE 3; WEATHERPROOF,WATERTIGHT, WITH LOCKABLE ACCESS DOOR.1.3.VALVES: ELECTRIC SOLENOID NORMALLY CLOSED; HYDRAULICTUBING, WIRING, INCLUDING REQUIRED FITTINGS AND ACCESSORIES1.4.WIRE CONDUCTORS: COLOR CODED. COPPER CONDUCTOR, DIRECTBURIAL TYPE.1.5.PROVIDE RAIN SENSORS.1.6.DISCONNECT SWITCH: FACTORY MOUNTED DISCONNECT SWITCH INCONTROL PANEL.EXECUTION1. VERIFY LOCATIONS AND DEPTHS OF EXISTING UTILITIES AND CONDITIONSPRIOR TO CONSTRUCTION. VERIFY THAT REQUIRED UTILITIES ARE AVAILABLE,IN PROPER LOCATION, AND READY FOR USE.2. COORDINATE LOCATION OF SLEEVES UNDER PAVING TO ACCOMMODATESYSTEM.3. ROUTE PIPING TO AVOID PLANTS, GROUND COVER, AND STRUCTURES4. TRENCH TO ACCOMMODATE GRADE CHANGES AND SLOPE TO DRAINS.KEEP TRENCHES FREE OF DEBRIS AND MATERIAL THAT ARE DAMAGING TOTHE PIPE.5. PROVIDE FOR THERMAL MOVEMENTS OF COMPONENTS IN SYSTEM.6. USE THREADED NIPPLES FOR RISERS TO EACH OUTLET.7. PROVIDE 10 INCH EXPANSION COIL AT EACH CONTROL VALVE AND AT 100FOOT INTERVALS. BURY WIRE BESIDE PIPE. MARK VALVES WITH NEOPRENEVALVE MARKERS CONTAINING LOCKING DEVICE. SET VALVE MARKERS IN 160PSI PIPE RISERS EXITING FROM TOP OF VALVE TO FINISH GRADE.8. AFTER PIPING IS INSTALLED AND PRIOR TO INSTALLING OUTLETS ANDBACKFILLING, OPEN VALVES AND FLUSH SYSTEM WITH FULL HEAD OF WATER.9. INSTALL 3 INCH SAND COVER OVER PIPING AND PROTECT PIPE FROMDISPLACEMENT.10. PRIOR TO BACKFILLING, TEST SYSTEM FOR LEAKS FOR WHOLE SYSTEMMAINTAINING 100 PSI PRESSURE FOR ONE HOUR. SYSTEM IS ACCEPTABLEWHEN NO LEAKAGE OR LOSS OF PRESSURE OCCURS AND SYSTEM SELFDRAINS DURING TEST PERIOD.11. ADJUST CONTROL SYSTEM TO ACHIEVE TIME CYCLES REQUIRED TOESTABLISH NEWLY INSTALLED PLANTS.12. ADJUST HEADS FOR FULL WATER COVERAGE OF PLANTED AREAS.13. INSTRUCT STORE PERSONNEL IN OPERATION AND MAINTENANCE OFSYSTEM, INCLUDING ADJUSTING OF SPRINKLER HEADS. USE OPERATION ANDMAINTENANCE MATERIAL AS BASIS FOR DEMONSTRATION.14. FURNISH THE OPERATION AND MAINTENANCE MATERIALS, TWO EXTRASPRINKLER HEADS OF EACH TYPE AND SIZE, TWO VALVE KEYS FOR MANUALVALVES, TWO VALVE BOX KEYS, TWO KEYS FOR VALVE MARKERS, AND TWOWRENCHES FOR EACH HEAD CORE AND FOR REMOVING AND INSTALLINGEACH HEAD TYPE.15. PROVIDE ONE COMPLETE SPRING SEASON START UP AND FALL SEASONSHUT DOWN.I HEREBY CERTIFY THAT THIS TECHNICAL DOCUMENT WASPREPARED BY ME OR UNDER MY DIRECT PERSONALSUPERVISION AND RESPONSIBLE CHARGE AND THAT I AM ADULY LICENSED PROFESSIONAL LANDSCAPE ARCHITECTUNDER THE LAWS OF THE STATE OF IOWA.RACHEL A. HARRIS, PLA #LA00775SIGNATUREDATEDISCIPLINE: LANDSCAPE ARCHITECTREGISTRATION EXPIRES: JUNE 22, 2022PAGES OR SHEETS COVERED BY THIS SEAL:C4.1 HY-VEE, INC.5820 WESTOWN PARKWAYWEST DES MOINES, IOWA 50266TELEPHONE: (515) 267-2800FAX: (515) 267-2935 REMPLOYEE OWNEDSCALE: 1" = 1'-0"REVISIONBYDATEHY-VEE, INC. 5820 WESTOWN PARKWAY WEST DES MOINES, IOWA 50266 TELEPHONE: (515) 267-2800 FAX: (515) 267-2935 REMPLOYEE OWNED SCALE: 1" = 1'-0"REVISIONBYDATE6" PCC WITH 6" AGGREGATE PAVING SECTION, TYPHY-VEE, INC.5820 WESTOWN PARKWAYWEST DES MOINES, IOWA 50266TELEPHONE: (515) 267-2800FAX: (515) 267-2935 REMPLOYEE OWNEDSCALE: 1" = 1'-0"REVISIONBYDATEHY-VEE, INC. 5820 WESTOWN PARKWAY WEST DES MOINES, IOWA 50266 TELEPHONE: (515) 267-2800 FAX: (515) 267-2935 REMPLOYEE OWNED SCALE: 1" = 1'-0"REVISIONBYDATEHY-VEE, INC.5820 WESTOWN PARKWAYWEST DES MOINES, IOWA 50266TELEPHONE: (515) 267-2800FAX: (515) 267-2935 REMPLOYEE OWNEDNOT TO SCALEREVISIONBYDATEHY-VEE, INC. 5820 WESTOWN PARKWAY WEST DES MOINES, IOWA 50266 TELEPHONE: (515) 267-2800 FAX: (515) 267-2935 REMPLOYEE OWNED SCALE: 1" = 1'-0"REVISIONBYDATEINTEGRAL CURB AND GUTTERSIDEWALK PAVING SECTION, TYPSIDEWALKEXISTING SUBGRADESCARIFIED ANDRECOMPACTED SUBGRADE4"1'-0"EXISTING SUBGRADE12" SCARIFIED ANDRECOMPACTED SUBGRADE,EXTEND 6" BEYOND BACKOF CURBR2.00'4"6"3"2'-0"6"T1'-0"6" PCC CONCRETEPCC CONCRETEPAVEMENT JOINT DETAILS (1 OF 3)CONTRACTION JOINTJOINT SEALANTMATERIALTIED CONTRACTION JOINTT/2#4 x24"-8" DEFORMEDTIE BAR @ 2'-6"DRILL AND EPOXY BAR IN PLACESAWCUT AND FILL WITHJOINT SEALER MATERIAL1'-0"1'-0"T SEE DETAIL 'A'SAWED JOINTT/4 (MIN.)SEE DETAIL 'A'EXISTING PAVEMENTT/4 (MIN.)NEW PAVEMENTTIED EXPANSION JOINTPREFORMED RESILIENTJOINT MATERIALSEE DETAIL 'B'24"-#4 DEFORMED TIEBARS @ 30" O.C.DRILL HOLE 18" IN DIAMETERLARGER THAN THE BAR SIZEINTO EXISTING HARDENEDPAVEMENT. LENGTH OFDRILLED HOLE SHALL BE 1"LONGER THEN BAREMBEDMENT1'-0"TPAVEMENT JOINT DETAILS (2 OF 3)TOP OF PAVEMENTSEALANT1/2"-3/4"AAJOINT SEALANTMATERIAL1/8" to 5/16" SAW CUTCRACK ORJOINT LINE1" JOINT SEALANTMATERIALBUILDING WALL, LIGHT POLEBASE, CANOPY COLUMN ORSIMILARSEE DETAIL 'B'EXPANSION JOINTPREFORMED RESILIENT JOINTMATERIAL1" EXPANSION JOINTSECTION A-ANOT TO SCALETDETAIL ANOT TO SCALE1/4"+/-1/8"1 1/4"+/-1/4"DETAIL BNOT TO SCALEJOINT FILLERSEE DETAIL 'A'PAVEMENT JOINT DETAILS (3 OF 3)6" PCCEXISTING SUBGRADE6"SCARIFIED ANDRECOMPACTED SUBGRADE6" PCC CONCRETE6" AGGREGATE6"1'-0"6" AGGREGATE6"EXISTING PAVEMENTEXISTING SUBGRADE12" COMPACTED SUB BASE,EXTEND 6" BEYOND BACKOF CURBR2.00'4"6"3"2'-0"6"T1'-0" HY-VEE, INC. 5820 WESTOWN PARKWAY WEST DES MOINES, IOWA 50266 TELEPHONE: (515) 267-2800 FAX: (515) 267-2935 R EMPLOYEE OWNED SCALE: 1" = 1'-0"REVISIONBYDATEPCC CURB AND GUTTERFOOTINGSEE DETAIL THIS PAGELIGHT POLE ASSPECIFIEDCURB ANDGUTTER, TYPHY-VEE, INC. 5820 WESTOWN PARKWAY WEST DES MOINES, IOWA 50266 TELEPHONE: (515) 267-2800 FAX: (515) 267-2935 R EMPLOYEE OWNED SCALE: 3/8" = 1'-0"REVISIONBYDATELIGHT POLE FOOTING LOCATION AT BACK OF CURB ,TYPCALL 811 / 1-800-292-89892 Working Days BEFORE YOU DIGDigSafeWait48.comIOWAONE CALLPages or sheets covered by this seal:SignatureDateI hereby certify that this engineering document wasprepared by me or under my direct personal supervisionand that I am a duly licensed Professional Engineerunder the laws of the State of Iowa.Iowa License Number 18685Luis T. Leon, P.E.My license renewal date is December 31, 2021.REMPLOYEE OWNEDHY-VEE, INC.5820 WESTOWN PARKWAYWEST DES MOINES, IOWA 50266P 515-267-2800F 515-267-2935LOCATION IOWA CITY #1 AISLES ONLINE 1720 WATERFRONT DRIVEDRAWN BYDATESCALESHEETREVISIONS DATE DRAWN BYJOB NUMBERC5.0CONSTRUCTIONDETAILSC5.0 BERM SHOWN IS TYPICAL FOR SLOPES FLATTER THAN 3:1.FOR STEEPER SLOPES, INCREASE BERM SIZE AS DIRECTEDBY THE ENGINEER.PLACE BERM IN UNCOMPACTED WINDROWPERPENDICULAR TO THE SLOPE AT LOCATIONS SPECIFIEDIN THE CONTRACT DOCUMENTS.FILTER SOCK DIAMETER AS SPECIFIED IN THE CONTRACTDOCUMENTS.WATERFLOWSECTION VIEW AT STREETFOR PERIMETER CONTROL ALONG STREETFILTER SOCKWATERFLOWPLACE ADDITIONALFILTER MATERIAL ORSOIL TO FILL THE SEAMBETWEEN THE TUBEAND THE GROUNDPLAN VIEW OF SLOPEFOR SEDIMENT AND SLOPE CONTROLPLACE BERMOR SOCKPERPENDICULARTO SLOPEDISTURBEDAREASTAKE, TYPCONSTRUCT "J-HOOK" AT EACHEND ON AND INDIVIDUALSECTION OF SOCK OR BERMMA XFILTER MATERIALMA X I M U M L E N G T H P E R S E C T I O N 60 0 ' - 0 " I F S L O P E I S F L A T T E R TH A N 5 %DIRECT IONOF FLOWWATERFLOW11FILTER BERMAREA TO BEPROTECTEDFILTER MATERIALSTAKE600'-0" IF SLOPE IS FLATTER THAN 5%TYPICAL SILT FENCE INSTALLATION ONLONGITUDINAL SLOPESPLAN VIEWINSTALL PARELLEL TOGROUND CONTOURSINSTALL "J-HOOK" AT EACH ENDOF AN INDIVIDUAL SECTION OFSILT FENCEGROUND CONTOURSHY-VEE, INC.5820 WESTOWN PARKWAY WEST DES MOINES, IOWA 50266 TELEPHONE: (515) 267-2800 FAX: (515) 267-2935 REMPLOYEE OWNED NOT TO SCALEREVISIONBYDATEHY-VEE, INC.5820 WESTOWN PARKWAY WEST DES MOINES, IOWA 50266 TELEPHONE: (515) 267-2800 FAX: (515) 267-2935 REMPLOYEE OWNED NOT TO SCALEREVISIONBYDATEHY-VEE, INC. 5820 WESTOWN PARKWAY WEST DES MOINES, IOWA 50266 TELEPHONE: (515) 267-2800 FAX: (515) 267-2935 REMPLOYEE OWNED NOT TO SCALEREVISIONBYDATEHY-VEE, INC. 5820 WESTOWN PARKWAY WEST DES MOINES, IOWA 50266 TELEPHONE: (515) 267-2800 FAX: (515) 267-2935 R EMPLOYEE OWNED NOT TO SCALEREVISIONBYDATEHY-VEE, INC. 5820 WESTOWN PARKWAY WEST DES MOINES, IOWA 50266 TELEPHONE: (515) 267-2800 FAX: (515) 267-2935 R EMPLOYEE OWNED NOT TO SCALEREVISIONBYDATEFILTER BERM AND FILTER SOCKTHICKNESS ASSPECIFIED(6" MINIMUM)111ENTRANCE LENGTH: 50' MINIMUM (30' FOR SINGLE FAMILYRESIDENTIAL), OR AS SPECIFIED IN THE CONTRACTDOCUMENTS. LENGTH OF ENTRANCE MAY BE INCREASEDIF SEDIMENT TRACK-OUT OCCURS110' -0 " M IN LENGTH20' -0 " M INSTABILIZED CONSTRUCTION ENTRANCE/EXITFORESLOPEBACKSLOPEPOST SPACING1VARIABLE (20'-0" FOR A NORMAL 10'-0" WIDE DITCH)TYPICAL SILT FENCE DITCH CHECKINSERT 12 INCHES OF FABRIC A MINIMUM OF6 INCHES DEEP (FABRIC MAY BE FOLDEDBELOW THE GROUND LINE)1ATTACHMENT TO POSTFABRICWIRE ORCABLE TIESPOSTSILT FENCE 1 OF 3SILT FENCE 2 OF 3TYPICAL SILT FENCE INSTALLATION ONLONGITUDINAL SLOPESPROFILE VIEWGROUND LINEFABRICWATERFLOW11'T' STEELFENCE POST 4'-0" MIN GROUND LINEFABRIC2DETAILS OF SILT FENCE ON LONGITUDINALSLOPES1INSERT 12 INCHES OF FABRIC A MINIMUM OF6 INCHES DEEP (FABRIC MAY BE FOLDEDBELOW THE GROUND LINE)REDUCE POST SPACING TO 5'-0" AT WATERCONCENTRATION AREAS, OR AS REQUIREDTO ADEQUATELY SUPPORT FENCE12SILT FENCE 3 OF 3HY-VEE, INC.5820 WESTOWN PARKWAYWEST DES MOINES, IOWA 50266TELEPHONE: (515) 267-2800FAX: (515) 267-2935 REMPLOYEE OWNEDNOT TO SCALEREVISIONBYDATETYPE 1 SIGNHY-VEE, INC.5820 WESTOWN PARKWAYWEST DES MOINES, IOWA 50266TELEPHONE: (515) 267-2800FAX: (515) 267-2935 REMPLOYEE OWNEDNOT TO SCALEREVISIONBYDATETYPE 2 SIGNHY-VEE, INC.5820 WESTOWN PARKWAYWEST DES MOINES, IOWA 50266TELEPHONE: (515) 267-2800FAX: (515) 267-2935 REMPLOYEE OWNEDNOT TO SCALEREVISIONBYDATETYPE 3 SIGNCALL 811 / 1-800-292-89892 Working Days BEFORE YOU DIGDigSafeWait48.comIOWAONE CALLPages or sheets covered by this seal:SignatureDateI hereby certify that this engineering document wasprepared by me or under my direct personal supervisionand that I am a duly licensed Professional Engineerunder the laws of the State of Iowa.Iowa License Number 18685Luis T. Leon, P.E.My license renewal date is December 31, 2021.REMPLOYEE OWNEDHY-VEE, INC.5820 WESTOWN PARKWAYWEST DES MOINES, IOWA 50266P 515-267-2800F 515-267-2935LOCATION IOWA CITY #1 AISLES ONLINE 1720 WATERFRONT DRIVEDRAWN BYDATESCALESHEETREVISIONS DATE DRAWN BYJOB NUMBERC5.1CONSTRUCTIONDETAILSC5.1 9.5HY-VEE, INC. 5820 WESTOWN PARKWAY WEST DES MOINES, IOWA 50266 TELEPHONE: (515) 267-2800 FAX: (515) 267-2935 R EMPLOYEE OWNED SCALE: 3/8" = 1'-0"REVISIONLIGHT FIXTURE POLE MOUNTING, TYPBYDATEISSUE DATEJMD04.19.2017REMOVABLE TOP CAP#14 GA. SPLIT REMOVABLEBASE COVERLOCKING NUT, LEVELING NUT45 DEG CHAMFERED TOP EDGESTEEL PLATED ANCHOR BOLTS TIEDTO REBAR CAGE, COORDINATEWITH POLE MANUFACTURERREQUIREMENTSSECTION#4 TIES @ 12" O.C.8 - #6 REINFORCING BARSSLIGHTLY BEVEL TOPEDGE OF STEELBASE PLATECONCRETE PEDESTALWITH 45° CHAMFEREDTOP EDGETOP VIEW8 - #6 VERTICAL REBAREQUALLY SPACEDRIGID STEEL CONDUITAND WIRECOMPACT ANY BACKFILL TO98% STANDARD PROCTORDENSITYGRADEBACK PLASTER EXPOSED SURFACEWITH CEMENT PASTE TO ELIMINATEANY VOIDS OR HONEYCOMB AREASNON-SHIRNK GROUTGROUND LUG INSIDE POLEPOLE MOUNT WGFI ANDDATA JUNCTION BOXCONCRETE BASEBY GENERAL CONTRACTOR12" X 8' GROUND ROD WITHCLAMPAND #10 GND WIRE TO BOLTCAGEPARKING SURFACE12" EXPANSION MATERIALWITH SEALANTPOLE BASE SCHEDULEPOLE HEIGHT'A'-(FT)BASE DEPTHCASE 1'B'-(FT)BASE DEPTHCASE 2'B'-(FT)BASE DEPTHCASE 3'B'-(FT)308.010.5#4 REBAR CLOSED TIES12" 0.C. VERTICALSTEEL POLELIGHT FIXTURE,SEE PLAN FOR TYPE12"x"18" WHITE ON BLUEBACKGROUND, ORDER FROM:SIGNBOOK@HY-VEE.COMCONTRACTOR TO VERIFY SIGNGRAPHICS AND INSTALLATIONWITH STATE AND LOCAL CODESA. 2 SIGNS ON SAME POST,'HANDICAP PARKING' UPPER AND 'FINE' LOWERB. 'RESERVED PARKING'SINGLE SIGNSIGNS MAY BE MOUNTED ONWALLS WHERE POSSIBLEHANDICAPPEDPARKINGVEHICLE IDREQUIRED SIGN TO BE ORDERED FROM:SIGNBOOK@HY-VEE.COM,CENTER IN FRONT OF EACHSPACEANYTIMEELECTRICVEHICLECHARGINGSTATIONSIGNAGE,ORDER FROM:SIGNBOOK@HY-VEE.COMCONTRACTOR TO VERIFY SIGNGRAPHICS AND INSTALLATIONWITH STATE AND LOCAL CODESSIGNS MAY BE MOUNTED ONWALLS WHERE POSSIBLEReservedParkingfor new andexpecting mothers12"x15"12"x15"12"x18"SUPER HEROPARKING ONLYVeterans, Active Duty, EMT's,Police Force, Fire FightersPAVEMENT,SEE SITE PLAN FOR PAVINGTYPE AND THICKNESS, TYPCOMPACTEDSUBGRADE, TYP'VAN ACCESSIBLE'$200 FINE SIGN REQUIRED,VERIFY WITH LOCAL CODES2" SQUARE, 12 GAUGE STEELTUBINGCONCRETE FOOTINGEXPANSION JOINT, TYP2" REVEAL ABOVE FINISH GRADE,ATTACH POST TO SLEEVE WITHCORNER BOLT, TYPMIN.PER ADA2 14"x 2 14" SQUARE, 12 GAUGESTEEL TUBINGINSERT 2" POST INTO 2 14"POST, 12" MINIMUMMIN.CLEAR THANK YOU AND WELCOMESIGNS TO BE ORDERED FROM:SIGNBOOK@HY-VEE.COM,CENTER IN FRONT OF EACHSPACESIGNAGE,ORDER FROM:SIGNBOOK@HY-VEE.COMA. 2 SIGNS ON SAME POST'STOP' UPPER AND 'THANKYOU' LOWERB. 'WELCOME' SINGLE SIGNCONTRACTOR TO VERIFY SIGNGRAPHICS AND INSTALLATIONWITH STATE AND LOCAL CODESCOMPACTEDSUBGRADE, TYP24"x"24" WHITE LETTERING ONRED BACKGROUND, ORDER FROM:SIGNBOOK@HY-VEE.COMA. 'STOP' SINGLE SIGNB. 'DO NOT ENTER' ON SAME SIGN POST AS'STOP' SIGN(OPPOSITE SIDE)STOP AND DO NOT ENTERSIGNS PER STATE AND LOCALCODEShappiereasierhealthierfor shoppingThank YoueasierhealthierhappierWelcome to2" SQUARE, 12 GAUGE STEELTUBING2" REVEAL ABOVE FINISH GRADE,ATTACH POST TO SLEEVE WITHCORNER BOLT, TYP2 14"x 2 14" SQUARE, 12 GAUGESTEEL TUBINGINSERT 2" POST INTO 2 14"POST, 12" MINIMUMCONCRETE FOOTINGMIN.CLEAR 1HY-VEE, INC.5820 WESTOWN PARKWAYWEST DES MOINES, IOWA 50266TELEPHONE: (515) 267-2800FAX: (515) 267-2935 REMPLOYEE OWNEDNOT TO SCALEREVISIONBYDATELANE MARKING DETAILHY-VEE, INC. 5820 WESTOWN PARKWAY WEST DES MOINES, IOWA 50266 TELEPHONE: (515) 267-2800 FAX: (515) 267-2935 R EMPLOYEE OWNED NOT TO SCALEREVISIONBYDATELANE MARKING DETAILHY-VEE, INC.5820 WESTOWN PARKWAYWEST DES MOINES, IOWA 50266TELEPHONE: (515) 267-2800FAX: (515) 267-2935 REMPLOYEE OWNEDSCALE: 3/8" = 1'-0"REVISIONBYDATETYPE ONE SIGN ASSEMBLYHY-VEE, INC. 5820 WESTOWN PARKWAY WEST DES MOINES, IOWA 50266 TELEPHONE: (515) 267-2800 FAX: (515) 267-2935 R EMPLOYEE OWNED SCALE: 3/8" = 1'-0"REVISIONBYDATETYPE TWO SIGN ASSEMBLYHY-VEE, INC. 5820 WESTOWN PARKWAY WEST DES MOINES, IOWA 50266 TELEPHONE: (515) 267-2800 FAX: (515) 267-2935 R EMPLOYEE OWNED SCALE: 3/8" = 1'-0"REVISIONBYDATETYPE 4SS BOLLARDHY-VEE, INC.5820 WESTOWN PARKWAYWEST DES MOINES, IOWA 50266TELEPHONE: (515) 267-2800FAX: (515) 267-2935 REMPLOYEE OWNEDSCALE: 3/8" = 1'-0"REVISIONBYDATETYPE 4SS HC BOLLARD'VAN ACCESSIBLE'$200 FINE SIGN REQUIRED,VERIFY WITH LOCAL CODESHANDICAPPED PARKING SIGNPER ADA STANDARDS,CENTER IN FRONT OF EACHSPACE7'-0"x1-1/2" SQUARE STEELTUBING EMBEDDED INBOLLARDCRUSHEDAGGREGATEPAVEMENT,SEE SITE PLAN FOR PAVINGTYPE AND THICKNESS, TYPSONO TUBE, TRIM FLUSHWITH PAVEMENT, TYPSUBGRADE ASSPECIFIEDNO. 3 REBAR ANCHOR AT1/2" DIA. HOLEEXPANSION JOINT, TYPPCC FOOTING12"x"18" WHITE ON BLUEBACKGROUND, ORDER FROM:SIGNBOOK@HY-VEE.COMCONTRACTOR TO VERIFY SIGNGRAPHICS AND INSTALLATIONWITH STATE AND LOCAL CODESA. 2 SIGNS ON SAME POST,'HANDICAP PARKING' UPPER AND 'FINE' LOWERB. 'RESERVED PARKING'SINGLE SIGNSIGNS MAY BE MOUNTED ONWALLS WHERE POSSIBLEHANDICAPPEDPARKINGVEHICLE IDREQUIREDVERIFY WITHSTATE AND LOCALCODES MIN.PAVEMENT,SEE SITE PLAN FOR PAVINGTYPE AND THICKNESS, TYPSONO TUBE, TRIM FLUSHWITH PAVEMENT, TYPSUBGRADE ASSPECIFIEDEXPANSION JOINT, TYPCRUSHEDAGGREGATENO. 3 REBAR ANCHOR AT1/2" DIA. HOLECONCRETE FOOTINGNOTE:WHEN LOCATED ON ANACCESSIBLE ROUTE, SIGNHEIGHT SHALL BE ADJUSTED TO7'-0" FROM BOTTOM OF SIGN4" Ø BOLLARDSCHEDULE 40 STEEL PIPEFINISH: STAINLESS STEEL4" Ø BOLLARDSCHEDULE 40 STEEL PIPEFINISH: STAINLESS STEEL10" PAINTED STRIPE"TRAFFIC YELLOW" WITHSILICA SAND PERSPECIFICATIONS, TYPHY-VEE, INC. 5820 WESTOWN PARKWAY WEST DES MOINES, IOWA 50266 TELEPHONE: (515) 267-2800 FAX: (515) 267-2935 R EMPLOYEE OWNED SCALE: 3/8" = 1'-0"REVISIONBYDATEDIRECTIONAL ARROWCALL 811 / 1-800-292-89892 Working Days BEFORE YOU DIGDigSafeWait48.comIOWAONE CALLPages or sheets covered by this seal:SignatureDateI hereby certify that this engineering document wasprepared by me or under my direct personal supervisionand that I am a duly licensed Professional Engineerunder the laws of the State of Iowa.Iowa License Number 18685Luis T. Leon, P.E.My license renewal date is December 31, 2021.REMPLOYEE OWNEDHY-VEE, INC.5820 WESTOWN PARKWAYWEST DES MOINES, IOWA 50266P 515-267-2800F 515-267-2935LOCATION IOWA CITY #1 AISLES ONLINE 1720 WATERFRONT DRIVEDRAWN BYDATESCALESHEETREVISIONS DATE DRAWN BYJOB NUMBERC5.2CONSTRUCTIONDETAILSC5.2 500 E Locust Street, Suite 400 DES MOINES IA 50309 P515.422.7016 www.ltleon.com August 20, 2021 City of Iowa City Special Exception Hy-Vee Iowa City #1 Aisles Online Drive Through Lanes and Kiosk 1720 Waterfront Ave, Iowa City RE: Specific Criteria (14-4C-2K-3) Access and Circulation: The Hy-Vee Aisles Online will be located in the existing Hy-Vee parking lot directly to the east of the existing Hy- Vee grocery store. Access to the drive through lanes will be facilitated through the existing parking lot ingress and egress mainly off Boyrum Street although customers may access off Waterfront Drive and through the parking lot. Hy-Vee does not anticipate that the drive through lanes will increase the amount of traffic to the store but will replace existing in store shopping trips. Using existing access points means we will not be adding any additional curb cuts or affecting pedestrian safety. The drive through layout allows a queue of cars rather than a pull in configuration which will improve traffic flow and customer satisfaction. The existing pedestrian route on the north end of the proposed Aisles Online will be maintained in its current configuration which delineates a safe, accessible walking path. Stacking Spaces and Volume: Hy-Vee has been working on how to better serve their customers with online grocery ordering, delivery, and pickup over the past several years. They were working with order volumes that could be easily accommodated with several dedicated parking stalls prior to the COVID-19 disruption. In a matter of a week, they went from processing 50 to 60 online orders each day to processing hundreds of orders per hour each day. Orders are processed in incremental time slots to control the number of trips coming to the store and has based the car stacking on volume capabilities. Hy-Vee is seeing peak hours between 4 pm and 6 pm as customers pick up their groceries on the way home from work. Typical hours of operation are from 8 am to 10 pm but may be less based on demand at a location. As a result of this information, Hy-Vee is providing 4 lanes in this location with each lane stacking 5 cars, totaling 20 stacking spots. This is more than enough stacking for the volume and Hy-Vee will easily be able to control the number of customers through their incremental time slots. On Site Signage and Pavement Markings: Hy-Vee has created specific branded Aisles Online Post Signage and Directional Pavement Markings that are located to direct traffic to the lanes. In addition to that, the building has signage and a canopy that provides additional wayfinding. The canopy is 896 SF and acts as both a wayfinding device for customers and shelter from the elements for Hy-Vee employees as they load vehicles with groceries.  Page 2 August 20, 2021 Location: The Aisles Online drive through has been located away from the store to avoid traffic conflicts along the front of the store and in the parking lot. The Aisles Online is located on the East side of the lot and the East side of the grocery store. This location for the drive through aisles is along Boyrum Street with the kiosk facing the street. This allows better wayfinding as customers can easily see the lanes as they are driving up to the store. Since this is already a parking lot, the transition to drive through lanes and car-oriented uses is not much of a change. The surrounding neighborhood is commercial in character and the Aisles Online fits in well with the neighborhood. Across the street is a Penske Truck Rental store with trailers and trucks parked in the lot. The existing landscape buffer between the Aisles Online and the street will be maintained, and all trees will be protected. Design Standards: (1) The drive through lanes will be constructed on existing parking lot and will not be detrimental to the neighboring properties which consist of commercial uses as mentioned above. The change from a car- oriented parking lot to a car-oriented drive through queue does not alter the design quality of the site. Pedestrian access along the North and along Boyrum are maintained. The pedestrian access along the North is maintained as a safe and accessible route. (2) The landscape S2 buffer that exists along Boyrum will be maintained and will effectively screen the drive through as it now screens the parking lot. The median to the East of the new Aisles Online lanes and kiosk will be landscaped with shade trees as well, providing additional screening and greenery. (3) Hy-Vee has incremental time slots which helps them plan orders and staffing and reduces idling time for cars along with being able to serve their customers quickly and efficiently. (4) The drive through is incorporated into the existing parking lot and while it does change the flow of traffic slightly, it fits into the overall vehicle circulation and pedestrian circulation of the site as it exists. The main difference is the one-way flow of traffic from the North to the South through the drive through lanes. (5) Lighting is confined to the canopy lights and the specifications and photometric plan have been included in the drawings. It has been designed not to trespass and glare onto neighboring properties. (6) NA (7) There are no loudspeakers or intercom systems in this project. Prepared by LT Leon Associates, Inc. 500 E Locust Street, Suite 400 DES MOINES IA 50309 P515.422.7016 www.ltleon.com August 20, 2021 City of Iowa City Special Exception Hy-Vee Iowa City # 1 Aisles Online Drive Through Lanes and Kiosk 1720 Waterfront Ave, Iowa City RE: General Criteria (14-4B-3A) 1. The specific proposed exception will not be detrimental to or endanger the public health, safety, comfort, or general welfare. The exception to allow drive through lanes will not endanger public health, safety, comfort, or general welfare. The project protects the pedestrian access and pedestrian safety through material and wayfinding. Hy-Vee does not anticipate that the drive through lanes will increase the amount of traffic to the store but will reduce existing in store shopping trips. Using existing access points means we will not be adding any additional curb cuts or affecting pedestrian safety. The drive through layout allows a queue of cars rather than a pull in configuration which will improve traffic flow and customer satisfaction. The existing pedestrian route on the North end of the proposed Aisles Online will be maintained in its current configuration which delineates a safe, accessible walking path. 2. The specific proposed exception will not be injurious to the use and enjoyment of other property in the immediate vicinity and will not substantially diminish or impair property values in the neighborhood. The surrounding neighborhood is commercial in character and the Aisles Online fits in well with the neighborhood. Across the street is a Penske Truck Rental store with trailers and trucks parked in the lot. The existing landscape buffer between the Aisles Online and the street will be maintained, and all trees will be protected. Additional trees will be added to the median between the Aisles Online and the parking lot further buffering the lanes. The change of use from a parking lot that is car-oriented to a drive through queue that is car-oriented is minor and does not affect the design quality of the site. 3. Establishment of the specific proposed exception will not impede the normal and orderly development and improvement of the surrounding property for uses permitted in the district in which such property is located. Hy-Vee does not anticipate that the drive through lanes will increase the amount of traffic to the store. Additionally, Hy-Vee can control the volume through their incremental time slots. The development of the Aisles Online drive through is commercial in nature and consistent with the surrounding land uses. 4. Adequate utilities, access roads, drainage and/or necessary facilities have been or are being provided.  Page 2 August 20, 2021 The Aisles Online kiosk only requires electrical utilities which are being provided. Additional access roads are not needed as the facility uses existing parking lot access points. Impervious surface remains nearly identical to before and the existing storm sewer facilities will be protected in place and will contain the same volume of stormwater as the previous configuration. 5. Adequate measures have been or will be taken to provide ingress or egress designed to minimize traffic congestion on public streets. Orders are processed in incremental time slots to control the number of trips coming to the store and is based the car stacking on volume capabilities. Hy-Vee is seeing peak hours between 4 pm and 6 pm as customers pick up their groceries on the way home from work. Typical hours of operation are from 8 am to 10 pm but may be less based on demand at a location. As a result of this information, Hy-Vee is providing 4 lanes in this location with each lane stacking 5 cars, totaling 20 stacking spots. This is more than enough stacking for the volume and Hy-Vee will easily be able to control the number of customers through their incremental time slots. 6. Except for the specific regulations and standards applicable to the exception being considered, the specific proposed exception, in all other respects, conforms to the applicable regulations or standards of the zone in which it is to be located. The project will conform to all the applicable regulations or standards of the commercial zone in which it is located. 7. The proposed exception will be consistent with the Comprehensive Plan of the City, as amended. The Future Land Use Map shows this property right on the border between General Commercial and Intensive Commercial. As it is already in a commercial use, a commercial grocery drive through is compatible with that use. This project “encourages compact, efficient development” since it is not building more pavement in addition to the parking lot but replacing existing parking lot with a more efficient use. It is furthering commercial development in a “defined commercial node” and is appropriate for the Land Use and “compatible and complementary to the surrounding neighborhood”. Prepared by LT Leon Associates, Inc. AB 2 1 0.A0.C 0.B 0.1 0.2 846 SF STAGING 3 263 SF DELIVERY 2 783 SF PICK UP LANES 1 72'-0" 6'-11 3/4"EXISTING OVERHANGS DEMO EXISTING OVERHANG DATE:DRAW N: SCALE:JOB NUMBER: SHEET: TRUE NORTH PLAN NORTH REVISION DATE BY As indicated A1 09/10/2021 20050 Author OVERALL PLAN AND ELEVATION SCALE:1/8" = 1'-0" EXISTING ELEVATION1 SCALE:1/8" = 1'-0" OVERALL FLOOR PLAN2 SCALE:N.T.S. 3D VIEW FROM STREET SCALE:N.T.S. EXISTING VIEW SCALE:N.T.S. PROPOSED VIEW CUSTOMER APPROVED LIGHT LAYOUT APPROVED APPROVED AS NOTEDSIGN: __________________________________ DATE: ________BUILDINGDIRECTIONPLANNORTHINSTALLER NOTE:BUILDING & CANOPY DIRECTIONTO BE VERIFIED PER S-SHEETS& SITE LOCATION.6'-0"10'-8"10'-8"10'-8"7'-5"56'-1" O.T.O. STEEL7'-8"15'-4"O.T.O.STEELALL LIGHTS MUST LAND IN THECENTER OF THE DECK PANS7'-8"LIGHT LAYOUT = 5 LIGHTS SUPPLIED BY ARNING INSTALLED BY ARNING10'-8"30 PSF AOL TYPE A CANOPY MASTER LIGHT LAYOUT FORCUSTOMER APPROVALS1.4F.K./S.C. V.SULLINS 2/24/21 DRAWN BY CHECKED BY DATE SCALE AS NOTED ARNING # REV DESCRIPTION BYDATE AFFILIATE COMPANYRICANINSTITUTEOFSTEEL C O N STRUCTIONFOUNDE D 1 9 2 1AEMCUSTOMER16'-0" X 56'-0" ( 3 ) COLUMN CANOPY HY-VEE 5820 WESTOWN PARKWAY WEST DES MOINES, IA 50265 HY-VEE AISLES ONLINE CANOPY IOWA CITY (1), IA THESE DRAWINGS AND ALL INFORMATION HEREON ARE OF A CONFIDENTIAL NATURE AND REMAIN THE PROPERTY OF ARNING COMPANIES. ANY USE, DISTRIBUTION OR REPRODUCTION OF THESE DRAWINGS FOR ANY PURPOSE, EXCEPT BY WRITTEN PERMISSION OF ARNING COMPANIES IS STRICTLY PROHIBITED. 417-847-3131 FAX 417-847-3081 P. O. BOX F, CASSVILLE, MO 65625 CANOPY LOCATION 1733817338 LSI Industries Inc. 10000 Alliance Rd. Cincinnati, OH 45242 • www.lsicorp.com (513) 372-3200 • ©2020 LSI Industries Inc. All Rights Reserved. Specifications subject to change without notice. Page 1/4 Rev. 10/19/20 SPEC.1020.A.0420 Catalog #:Project: Date:Type:Prepared By: Scottsdale® Legacy (CRUS) LED Canopy Luminaire FEATURES & SPECIFICATIONS Construction • Features a ultra-slim 11/16” profile die-cast housing, with flat clear tempered glass lens. Unit is water-resistant, sealed and IP66 rated. Integral designed heat sink does not trap dirt and grime, ensuring cool running performance over the life of the fixture. • Standard color is white and is finished with LSI’s DuraGrip® polyester powder coat process. DuraGrip withstands extreme weather changes without cracking or peeling. • Luminaire assembly incorporates a pressure stabilizing vent breather to prevent seal fatigue and failure. Optical System • Features an array of select, mid-power, high brightness, high efficiency LED; 3000K, 4000K, 5000K color temperature, 80 CRI (nominal). • Choice of Symmetric or Asymmetric distribution. Asymmetric provides a wider distribution pattern. • Six Lumen Packages: 5,000, 9,000, 10,000, 13,000, 18,000 and 22,000 Lumens. Electrical • High performance factory programmable driver features over-voltage, under voltage, short-circuit and over temperature protection with integral 6kV surge protection that meets IEEE C62.41.2 and ANSI C82.77-5 Location Category C Low standards. Custom lumen and wattage packages available. • Additional field replaceable 10kV surge protection device that meets a minimum Category C Low operation (per ANSI/IEEE C62.41.2) is standard. • Driver components are fully encased in potting for moisture resistance. Complies with IEC and FCC standards. 0-10 V dimming supplied standard with all drive currents. • Die-cast aluminum, wet location rated driver/electrical enclosure is elevated above canopy deck to prevent water entry, provide easy “knock-out” connection of primary wiring and acts as the primary heatsink ensuring cool operation of internal components for longer life. Seals to optical housing via one-piece molded silicone gasket. • Universal voltage power supply, 120-277 VAC, 50/60 HZ and 347-480 VAC, 50/60 HZ input. • -40°C to 55°C (-40°F to 131°F) ambient operating temperature. (Varies based on lumen package and mounting style see performance data for specifics.) • Minimum 60,000 to 100,000 hours depending upon the ambient temperature of the installation location (see performance data for specifics.) Hazardous Location • Designed for lighter than air fuel applications. Product is suitable for Class 1 Divisions 2 only when properly installed per LSI installation instructions. See lsicorp.com for specific guidance. Not available on SLW. Installation • One-person installation. • Installs in a 12” or 16” deck pan. Deck penetration consists of a 4” hole, simplifying installation and water sealing. Unit is designed to quickly retrofit into existing Scottsdale (4”) hole as well as openings for Encore and Encore Top Access and to reconnect wiring for the SC/ECTA without having to relocate the conduit. • Retro panels are available for existing Encores as well as kits for recessed and 2x2 installations (see separate spec sheets). Support brackets are provided standard, to prevent sagging of deck. Warranty • LSI LED fixtures carry a 5-year warranty (contact your LSI representative for extended warranty options.) Listings • UL and ETL listed to UL 1598, UL 8750 and other U.S. and International safety standards. Suitable for wet locations. • DesignLights Consortium® (DLC) qualified product. Not all versions of this product may be DLC qualified. Please check the DLC Qualified Products List at www.designlights. org/QPL to confirm which versions are qualified. • Meets Buy American Act requirements. • IDA compliant with 3000K or lower color temperature. OVERVIEW Lumen Package 5,000 - 22,000 Wattage Range 38 - 152 Efficacy Range (LPW)114 -156 Weight lbs(kg)23 (10.4) QUICK LINKS Ordering Guide Performance Photometrics Dimensions IP66 LSI Industries Inc. 10000 Alliance Rd. Cincinnati, OH 45242 • www.lsicorp.com (513) 372-3200 • ©2020 LSI Industries Inc. All Rights Reserved. Specifications subject to change without notice. Page 2/4 Rev. 10/19/20 SPEC.1020.A.0420 Type: Scottsdale® Legacy LED Canopy Luminaire (CRUS) ORDERING GUIDE Back to Quick Links Prefix Distribution Light Source Drive Current Color Temp Input Voltage Finish Options CRUS - LED Canopy Luminaire SC - Symmetric AC1 - Asymmetric LED SLW - Super Low Watt VLW - Very Low Watt LW - Low Watt SS - Super Saver HO - High Output VHO - Very High Output Custom Lumen Packages3 50 - 5,000K 40 - 4,000K 30 - 3,000K UE - Universal Voltage (120 - 277V) HV - High Voltage 347 - 480V WHT - White BRZ - Bronze BLK - Black HL2 - Hazardous Location TYPICAL ORDER EXAMPLE:CRUS SC LED SS 50 UE WHT FOOTNOTES: 1. AC distribution utilizes a reflector which alters the look from a standard SC distribution. 2. Not available on SLW. PERFORMANCE Back to Quick Links Recommended Lumen Maintenance1 CRUS VHO Ambient Temp C Initial 2 25k hr 2 50k hr 2 75k hr 3 100k hr 3 0 C 102%97%92%88%84% 10 C 102%97%92%88%84% 20 C 102%97%92%88%84% 25 C 102%97%92%88%84% 30 C 102%97%92%88%84% 40 C 101%95%90%85%80% 50 C 101%94%89%83%78% OPERATING TEMPERATURE LUMEN PACKAGE MOUNTING Max VHO Metal/Wood Canopy 45 C HO Metal/Wood Canopy 45 C SS Metal/Wood Canopy 55 C Recommended Lumen Maintenance1 CRUS SS Ambient Temp C Initial 2 25k hr 2 50k hr 2 75k hr 3 100k hr 3 0 C 102%97%92%88%84% 10 C 102%97%92%88%84% 20 C 102%97%92%88%84% 25 C 102%97%92%88%84% 30 C 102%97%92%88%84% 40 C 102%97%92%88%84% 50 C 101%95%91%86%82% DELIVERED LUMENS Lumen Package Distribution 3000K CCT 4000K CCT 5000K CCT WattageDelivered Lumens Efficacy BUG Rating Delivered Lumens Efficacy BUG Rating Delivered Lumens Efficacy BUG Rating VHO SC 21301 140 B4-U0-G2 21835 144 B4-U0-G2 22697 150 B4-U0-G2 152AC17355114B3-U0-G3 17799 117 B3-U0-G3 18502 122 B3-U0-G3 HO SC 17889 143 B3-U0-G1 18346 146 B3-U0-G2 19071 152 B4-U0-G2 125AC14582116B3-U0-G2 14955 119 B3-U0-G2 15546 124 B3-U0-G2 SS SC 13113 141 B3-U0-G1 13449 144 B3-U0-G1 13980 150 B3-U0-G1 93AC11468123B3-U0-G2 11761 126 B3-U0-G2 12226 131 B3-U0-G2 LW SC 10457 144 B3-U0-G1 10724 148 B3-U0-G1 11148 154 B3-U0-G1 73AC9145126B2-U0-G2 9379 129 B2-U0-G2 9749 134 B2-U0-G2 VLW SC 8783 146 B3-U0-G1 9008 149 B3-U0-G1 9364 155 B3-U0-G1 60AC7681127B2-U0-G1 7878 131 B2-U0-G1 8189 136 B2-U0-G1 SLW SC 5585 146 B2-U0-G1 5728 150 B2-U0-G1 5954 156 B2-U0-G1 38AC4884128B1-U0-G1 5009 131 B1-U0-G1 5207 136 B1-U0-G1 ELECTRICAL DATA (AMPS) Lumen Package Wattage 120V 208V 240V 277V 347V 480V VHO 152 1.27 0.73 0.64 0.55 0.44 0.32 HO 124 1.03 0.6 0.52 0.45 0.36 0.26 SS 92 0.77 0.44 0.38 0.33 0.27 0.19 LW 72 0.6 0.35 0.3 0.26 0.21 0.15 VLW 60 0.5 0.29 0.25 0.22 0.17 0.13 SLW 38 0.32 0.18 0.16 0.14 0.11 0.08 *LEDs are frequently updated therefore values are nominal. *Electrical data at 25C (77F). Actual wattage may differ by +/-10%. FOOTNOTES: 1 - Lumen maintenance values at 25˚C are calculated per TM-21 based on LM-80 data and in-situ luminaire testing. 2 - In accordance with IESNA TM-21-11, Projected Values represent interpolated value based on Accessory Ordering Information (Accessories are field installed) Description Order Number Description Order Number Retrofit Panels - EC / ECTA / SCF to CRUS, for 16” Deck Panel 525946 Retrofit RIC Cover Panel Blank (no holes)354702 Retrofit Panels - ECTA / SCF to CRUS, for 12” Deck Panel 530281 Kit - Hole Plugs and Silicone (enough for 25 retrofits)1 1320540 Retrofit 2x2 Cover Panel Blank (no holes) 357282 1 - Consists of (25) 7/8” hole plugs, (100) 5/16” hole plugs and (1) tube of RTV time durations that are within six times (6X) the IESNA LM-80-08 total test duration (in hours) for the device under testing (DUT) i.e. the packaged LED). 3 - In accordance with IESNA TM-21-11, Calculated Values represent time durations that exceed six times NA LM-80-08 total test duration (in hours) for the device under testing (DUT) i.e. the packaged LED). 3. Custom lumen and wattage packages available consult factory. Values are within industry standard toler- ances but not DLC listed. LSI Industries Inc. 10000 Alliance Rd. Cincinnati, OH 45242 • www.lsicorp.com (513) 372-3200 • ©2020 LSI Industries Inc. All Rights Reserved. Specifications subject to change without notice. Page 3/4 Rev. 10/19/20 SPEC.1020.A.0420 Type: Scottsdale® Legacy LED Canopy Luminaire (CRUS) Back to Quick Links Luminaire photometry has been conducted by an accredited testing laboratory in accordance with IESNA LM-79-08. As specified by IESNA LM-79-08 the entire luminaire is tested as the source resulting in a luminaire efficiency of 100%. See http://www.lsi-industries.com/products/led-lighting-solutions.aspx for detailed photometric data. PHOTOMETRICS LUMINAIRE DATA Type 5 Distribution Description 5000 Kelvin, 80 CRI Delivered Lumens 13,980 Watts 93 Efficacy 150 IES Type Type VS - Very Short BUG Rating B3-U0-G1 LUMINAIRE DATA Type 3 Distribution Description 5000 Kelvin, 80 CRI Delivered Lumens 12,226 Watts 93 Efficacy 131 IES Type Type III, Very Short BUG Rating B3-U0-G2 Zonal Lumen Summary Zone Lumens %Luminaire Low (0-30°)3654.2 26% Medium (30-60°)7541.2 54% High (60-80°)2641.4 19% Very High (80-90°)143.2 1% Uplight (90-180°)0 0% Total Flux 13980 100% Zonal Lumen Summary Zone Lumens %Luminaire Low (0-30°)3240.3 27% Medium (30-60°)6245.5 51% High (60-80°)2594.6 21% Very High (80-90°)146.1 1% Uplight (90-180°)0 0% Total Flux 12227 100% CRUS-SC-SS-50 CRUS-SC-SS-50 ISO FOOTCANDLE ISO FOOTCANDLE POLAR CURVE POLAR CURVE .5 1 2 5 1125 2251 3376 4501 1 2 15’ Mounting Height/15’ Grid Spacing 5 FC 2 FC 1 FC .5 FC .5 1 2 5 1325 2649 3974 5298 1 2 15’ Mounting Height/15’ Grid Spacing 5 FC 2 FC 1 FC .5 FC LSI Industries Inc. 10000 Alliance Rd. Cincinnati, OH 45242 • www.lsicorp.com (513) 372-3200 • ©2020 LSI Industries Inc. All Rights Reserved. Specifications subject to change without notice. Page 4/4 Rev. 10/19/20 SPEC.1020.A.0420 Type: Scottsdale® Legacy LED Canopy Luminaire (CRUS) PRODUCT DIMENSIONS Back to Quick Links 7 1/8”(181 mm) 11/16”(17 mm)15 11/16” (399 mm)15 11/16” (399 mm) 15 11/16”(399 mm)10 3/4”(273 mm) LEGAL DESCRIPTION: BOYRUM SUBDIVISION - PART FOUR LOT 3 & INCL LOTS 1-13 BOYRUM SD - PART TWO (A/K/A AUDITOR'S PARCEL #2008046 AS DESC IN SURVEY BK 54 PG 271 September 8, 2021 Board of Adjustment Meeting EXC21-0014 ITEM 4D ON THE AGENDA Staff Report Prepared by Staff 1 STAFF REPORT To: Board of Adjustment Item: EXC21-0014 Parcel Number: 1013252021 Prepared by: Kirk Lehmann, Associate Planner Date: September 8, 2021 GENERAL INFORMATION: Applicant: John Brehm Hy-Vee, Inc. 5820 Westown Parkway West Des Moines, IA 50266 jbrehm@hy-vee.com Contact Person: Rachel Harris LT Leon Associates 500 E. Locust Ave, Suite 400 Des Moines, IA 50309 515-250-8188 rharris@ltleon.com; lleon@ltleon.com Property Owner(s): Leach Iowa LLC 101 Park Avenue, Suite 2500 New York, NY 10178 Requested Action: Special exception to allow accessory drive-through facilities in a Community Commercial (CC-2) zone Purpose: To allow construction of drive-through lanes for online grocery pick-up Location: 812 S. 1st Avenue Location Map: 2 Size: 11.24 acres Existing Land Use and Zoning: Commercial; Community Commercial with a Design Review Overlay (CC-2/ODR) Surrounding Land Use and Zoning North: Residential; Low Density Single Family Residential (RS-5) East: Residential & Institutional; Office Commercial with a Design Review Overlay (CO-1/ODR) and Medium Density Multi- Family Residential (RM-20) South: Commercial; Community Commercial with a Design Review Overlay (CC-2/ODR) West: Residential & Commercial; Community Commercial with a Design Review Overlay (CC-2/ODR) and Low Density Single Family Residential (RS-5) Applicable Code Sections: 14-4B-3A: General Approval Criteria 14-4C-2K-3: Drive Through Facilities File Date: August 6, 2021 BACKGROUND: LT Leon Associates, on behalf of Hy-Vee, Inc., submitted a special exception request for a drive- through facility associated with their Hy-Vee Aisles Online pick-up program for the subject property at 812 S. 1st Avenue. The property is zoned Community Commercial (CC-2) with a Design Review Overlay for the Towncrest Design Review District, which allows drive-through facilities by special exception. A grocery store of nearly 66,000 square feet is in the center of the site with loading areas to the north and parking to the south. The store was initially built in 1997 and was expanded in 2001. In total, the lot is approximately 11.24 acres. though much of the north portion of the parcel is dedicated open space with a trail along the Ralston Creek South Branch. The use is surrounded by a variety of commercial uses to the south and southwest, low density single-family uses to the north and northwest, and multi-family and institutional uses to the east. Vehicular access for the site is provided from three access points on S. 1st Avenue to the west and one access point from Muscatine Avenue to the south. South of the building, two east-west internal drives which are connected by north-south parking aisles provide the circulation through and across the property. Another north-south parking aisle is located west of the building which connects to the northern-most S. 1st Avenue access point and the loading area. Pedestrian access is provided from two access points along S. 1st Avenue which connect to the sidewalks along the street. However, pedestrian routes are not generally demarcated where they cross vehicular drives. The proposed accessory drive-through facility would replace the existing parking aisle to the west of the building along S. 1st Avenue. The site plan (Attachment 4) shows two drive-through lanes that replace the existing parking and drive-through area along the building face. The one-way entry to the drive-through lanes would be from the northernmost access point on S. 1st Avenue, but because the parking aisle would also be converted to a one-way aisle, the drive-through could not be directly 3 accessed from the rest of the parking area. The lanes are proposed to exit southeast onto the internal drive that runs along the south building face. The drive-through facility is proposed to be pick-up only with no order boards or intercom systems. The site plan also includes demarcated pedestrian crossings from the west, which would improve pedestrian safety and access. ANALYSIS: The purpose of the Zoning Ordinance is to promote the public health, safety and general welfare; to conserve and protect the value of property throughout the city; and to encourage the most appropriate use of land. It is the intent of the Ordinance to permit the full use and enjoyment of property in a manner that does not intrude upon adjacent property. The Board may grant the requested special exception if the requested action is found to be in accordance with the specific criteria included in Section 14-4C-2K-3, pertaining to special exceptions to allow drive through facilities in a CC-2 zone, as well as the general approval criteria in Section 14-4B-3A. For the Board of Adjustment to grant this special exception request, each of the following criterion below must be met. The burden of proof is on the applicant, and their comments regarding each criterion may be found on the attached application. Staff comments are set forth below. Specific Standards 14-4C-2K-3: Drive Through Facilities a. Access and Circulation: The transportation system should be capable of safely supporting the proposed drive-through use in addition to the existing uses in the area. Evaluation factors include street capacity and level of service, effects on traffic circulation, access requirements, separation of curb cuts, and pedestrian safety in addition to the following criteria: (1) Wherever possible and practical, drive-through lanes shall be accessed from secondary streets, alleys, or shared cross access drives. If the applicant can demonstrate that access from a secondary street, alley, or shared cross access drive is not possible, the board may grant access to a primary street, but may impose conditions such as limiting the width of the curb cut and drive, limiting the number of lanes, requiring the drive-through bays and stacking lanes to be enclosed within the building envelope, and similar conditions. FINDINGS: • The property has three vehicular access points from S. 1st Avenue to the west and one from Muscatine Avenue to the south, which are connected by two east- west internal drives and north-south parking aisles. Both streets are classified as minor arterials. • The proposed drive-through facility is accessed from a parking aisle which can only be reached from S. 1st Avenue. Access is not available through the surface parking lot areas. The facility cannot be directly accessed from a street. • The drive-through lanes have a one-way access point from north to south. (2) To provide for safe pedestrian movement, the number and width of curb cuts serving the use may be limited. A proposal for a new curb cut on any street is subject to the standards and restrictions in chapter 5, article C, "Access Management Standards", of this title. 4 FINDINGS: • No changes to curb cuts are being proposed as part of the project. • The existing pedestrian routes are not currently demarcated where they cross the parking aisles or drives. • The existing southern pedestrian route will cross the proposed drive-through facility, but the site plan shows the route would striped which will help provide for safe pedestrian movement. Crossings are approximately 16 to 24 feet long. • The site plan shows that the existing northern pedestrian route would also be striped where it crosses the internal drive as part of the project. The crossing is approximately 25 feet long. (3) An adequate number of stacking spaces must be provided to ensure traffic safety is not compromised. A minimum of six (6) stacking spaces is recommended for drive-through facilities associated with eating establishments and a minimum of four (4) stacking spaces for banking, pharmacies, and similar nonfood related drive-through facilities. "Stacking spaces" shall be defined as being twenty feet (20') in length and the width of a one lane, one-way drive. The board may reduce the recommended number of stacking spaces if the applicant can demonstrate that the specific business has unique characteristics such that the recommended number of parking spaces is excessive (i.e., a drive- through that is to be used for pick up only and not ordering). FINDINGS: • The site plan shows 2 drive-through lanes, each with at least 9 stacking spaces, for a total of more than 18 vehicles. The drive-through facility is for pick-up only, not ordering. This meets the required number of stacking spaces. • Peak hours are estimated from 4:00 pm to 6:00 pm, Monday through Friday. • The drive-through lanes are far enough from the access off S. 1st Avenue to accommodate limited spillover traffic and to minimize traffic safety impacts. • Staff recommends substantial compliance with the site plan be a condition of approval to ensure traffic safety is not compromised. (4) Sufficient on site signage and pavement markings shall be provided to indicate direction of vehicular travel, pedestrian crossings, stop signs, no entrance areas, and other controls to ensure safe vehicular and pedestrian movement. FINDINGS: • The site plan indicates directional arrows at all access points to the drive-through facility and in the drive-through lanes. • Signage to direct vehicles to the drive-through are located at the entrance to the access drive, and a do not enter sign is located at the exit. • Pavement markings denote drive-through lanes and a raised curb separates the drive-through lanes from the parking aisle and drive. • All pedestrian crossings will be demarcated with pavement markings as part of the project, which helps ensure safe pedestrian movement. b. Location: 5 (1)In the CB-2 zone and in all subdistricts of the riverfront crossings district located east of the Iowa River, drive-through lanes and service windows must be located on a nonstreet-facing facade. In all other locations where drive-throughs are allowed, this location standard must be met, unless the applicant can demonstrate that a street-facing location is preferable for the overall safety and efficiency of the site, does not conflict with adjacent uses or pedestrian access, and does not compromise the character of the streetscape or neighborhood in which it is located. FINDINGS: •The drive-through lanes are on the S. 1st Avenue-facing façade of the building. This location is preferable for the overall safety and efficiency of the site because the proposed facility will utilize the existing building façade •The street-facing location does not affect pedestrian access. Marked pedestrian crossings will improve safety. •While areas to the north are residential, the area directly across S. 1st Avenue is commercial. The drive-through facility will replace existing car-oriented uses and will enhance existing landscaping. As a result, the location will not conflict with adjacent uses or the character of the neighborhood. •The proposed drive-through facility expands an existing drive-through area, though the project does not include any new structures. Because the property is in the Towncrest Design Review District, design review is required which will help ensure consistency with the Towncrest Design Plan standards for parking, landscaping, and signage. (2)Drive-through lanes must be set back at least ten feet (10') from adjacent lot lines and public rights of way and screened from view according to the design standards below. FINDINGS: •Drive-through lanes are more than 40 feet from the S. 1st Avenue right-of-way and will be screened to the S2 standard. •A landscape plan will be submitted as part of the site plan review. c.Design Standards: The number of drive-through lanes, stacking spaces, and paved area necessary for the drive-through facility will not be detrimental to adjacent residential properties or detract from or unduly interrupt pedestrian circulation or the commercial character of the area in which the use is located. The board of adjustment may increase or reduce these standards according to the circumstances affecting the site. (1)To promote compatibility with surrounding development, the number of drive- through lanes should be limited such that the amount of paving and stacking space does not diminish the design quality of the streetscape or the safety of the pedestrian environment. FINDINGS: •The proposed facility is west of the building in the center of the site, which is across S. 1st Avenue from commercial uses. 6 •The site plan shows two 12-foot-wide drive-through lanes along the west edge of the existing building and utilizes an existing awning. •Nearly all proposed paving replaces existing paving, except where a small, landscaped area would be modified. •S2 screening is required between the drive-through lanes and S. 1st Avenue right-of-way. Existing landscaping will be enhanced as part of that screening. •The pedestrian pathways from S. 1st Avenue will be enhanced as part of the project, which includes striping where the routes cross drives and a small pedestrian island by the drive-through facility. •The proposed improvements will help maintain the safety of those utilizing the walkways and will not diminish the design quality of the streetscape nor the pedestrian environment. (2)Drive-through lanes, bays, and stacking spaces shall be screened from views from the street and adjacent properties to the S2 standard. If the drive-through is located adjacent to a residential use or property zoned residential, it must be screened from view of these properties to at least the S3 standard. To preserve the pedestrian oriented character of streets in the CB-2 zone and the riverfront crossings district, the board may require the drive-through to be incorporated within the building or be screened with masonry street walls and landscaping. Street walls shall be a minimum of five feet (5') in height and shall be designed to complement the principal building on the site. FINDINGS: •Existing landscaping along S. 1st Avenue will be enhanced to the S2 standard. •The drive-through facility is not adjacent to residential uses. (3)Multiple windows servicing a single stacking lane (e.g., order board, payment window, pick up window) should be considered to reduce the amount of idling on the site. FINDINGS: •The drive-through facility is proposed for pick-up only. •Incremental time slots for customers are used to help plan orders and reduce idling on the site. •Employees load customers’ cars, so while doors are included in the façade of the kiosk, no service windows are provided. (4)Stacking spaces, driveways, and drive-through windows shall be located to minimize potential for vehicular and pedestrian conflicts and shall be integrated into the surrounding landscape and streetscape design of the neighborhood in which it is located. FINDINGS: •No new vehicular and pedestrian conflicts are created by the proposed drive- through facility, except for areas where employees will load vehicles. •A curb between the drive-through lane and parking aisle will reduce potential vehicular conflicts. 7 •Where vehicles exit the drive-through facility, they must cross the existing cross access drive. However, cars will leave straight ahead, one at a time, and the area in front of the store has slow traffic speeds which help ensure traffic safety. •Landscaping will be enhanced as part of the project, and the project is subject to the Towncrest Design Review standards. This will help integrate the proposed use into the surrounding landscape and streetscape design. •Adjacent uses are mixed in nature, but the proposed facility will be similar to the current parking spaces on the site as both are auto-oriented uses. (5)Lighting for the drive-through facility must comply with the outdoor lighting standards set forth in chapter 5, article G of this title and must be designed to prevent light trespass and glare onto neighboring residential properties. FINDINGS: •A photometric plan was submitted as part of the application. •Staff shall review any new lighting for the site in compliance with current code standards as part of the site plan review process. 6)(Repealed by Ordinance No. 16-4685 on 11-15-2016) 7)Loudspeakers or intercom systems, if allowed, should be located and directed to minimize disturbance to adjacent uses. Special consideration should be given to locations adjacent to residential uses to ensure such systems do not diminish the residential character of the neighborhood. FINDINGS: •No loudspeakers or intercom systems are part of this project. •Staff recommends a condition that no external loudspeakers or intercom systems be installed in the future to mitigate potential future issues associated with noise. General Standards: 14-4B-3: Special Exception Review Requirements: 1.The specific proposed exception will not be detrimental to or endanger the public health, safety, comfort or general welfare. FINDINGS: •The proposed drive-through facility is not expected to increase vehicular traffic to the site, as it is anticipated that drive-through trips will primarily replace in-store trips. •Vehicular circulation and access are adequate to accommodate drive-through traffic as long as they conform to the site plan as submitted. •To ensure a smooth flow of traffic, staff recommends a condition that drive-through lanes remain pick-up only. •No new vehicular and pedestrian conflicts are created by the proposed stacking spaces, except for areas where employees will load vehicles. •While there may be some potential conflicts between vehicles entering the drive- through lanes and trucks utilizing the loading area, and for vehicles exiting the drive-through lanes, there is adequate room to maneuver, pavement markings and signage are sufficient to ensure safe traffic flows, traffic speeds are slow, and truck traffic can be scheduled to coincide with non-peak hours to reduce conflicts. 8 •The pedestrian route currently leads to a door which may not be open to the public. If the door is closed to the public, safety is compromised because there is not a complete pedestrian route from the sidewalk into the building. Staff recommends a condition that there be a complete, demarcated pedestrian route at least 4 feet in width from the sidewalk to the interior of the building, to be approved as part of the design review process. 2.The specific proposed exception will not be injurious to the use and enjoyment of other property in the immediate vicinity and will not substantially diminish or impair property values in the neighborhood. FINDINGS: •Screening to the west will mitigate impacts to the streetscape and adjacent properties. •The property is in the Towncrest Design Review District, so any new buildings, parking, landscaping, and wayfinding signage will require staff design review. This helps ensure a consistent design with the neighborhood. •No loudspeakers or intercom systems are part of this project. 3.Establishment of the specific proposed exception will not impede the normal and orderly development and improvement of the surrounding property for uses permitted in the district in which such property is located. FINDINGS: •The surrounding neighborhood is already fully developed with a mix of residential, commercial, and institutional uses. •Future redevelopment and improvement of adjacent properties will not be affected. 4.Adequate utilities, access roads, drainage and/or necessary facilities have been or are being provided. FINDINGS: •Sufficient utilities, access roads, and necessary facilities are established for this neighborhood and can meet the proposed site requirements. •Pedestrian access will be enhanced between the right-of-way and subject property. •Proposed internal circulation is sufficient for vehicular and pedestrian access. •The project will include relocating an existing bicycle rack. 5.Adequate measures have been or will be taken to provide ingress or egress designed to minimize traffic congestion on public streets. FINDINGS: •There is adequate space for more than 18 vehicles to stack in the drive-through lanes with limited space for overflow. •The proposed drive-through lanes are accessed from a parking drive aisle and will exit onto a shared cross access drive. Where vehicles exit, they must cross the access drive, but there is adequate space to wait for a break in traffic and traffic speeds are slow. •Signage and pavement markings will help efficiently direct vehicles through the site. 9 • The site plan as proposed is not expected to negatively impact ingress or egress on public streets, nor is traffic expected to increase. 6. Except for the specific regulations and standards applicable to the exception being considered, the specific proposed exception, in all other respects, conforms to the applicable regulations or standards of the zone in which it is to be located. FINDINGS: • The proposed use will replace existing parking spaces. However, the site still proposes to retain 399 proposed parking spaces, which is well above the parking requirement of 220 parking spaces. • The parking areas were developed prior to current zoning standards. Where pavement is removed and replaced, the parking lot must be brought into compliance with current design standards. Staff will ensure compliance during site plan review • The property is in the Towncrest Design Review District, which requires consistency with the standards in the Towncrest Design Plan, including those related to parking, landscaping, and signage. Staff will ensure compliance through design review. • The subject property contains sensitive areas which include a part of the South Branch Ralston Creek and the 100-year flood zone. During site plan review, staff will ensure work is conducted outside of flood hazard areas and sensitive areas buffers. If work is completed within those areas, a separate sensitive areas application will be required. • Staff will ensure the site design conforms with all other applicable zoning standards and regulations during the subsequent site plan and design review. 7. The proposed exception will be consistent with the Comprehensive Plan of the City, as amended. FINDINGS: • The Future Land Use Map of the Comprehensive Plan designates this area as General Commercial, and the Future Land Use Map of the Southeast District Plan designates this area as Commercial. • The Comprehensive Plan supports “encouraging the retention and expansion of existing businesses”. • The current primarily land use of this property is consistent with the Comprehensive and District Plans and will not change because of the proposed special exception. STAFF RECOMMENDATION: Staff recommends approval of EXC21-0014, to allow a drive-through facility for the property located at 812 S. 1st Avenue, subject to the following conditions: 1. Substantial compliance with site plan dated August 6, 2021. 2. The drive-through lanes shall remain pick-up only. 3. Installation of external loudspeakers or intercom systems is prohibited 4. A complete, demarcated pedestrian route at least 4 feet in width from the sidewalk to the interior of the building must be approved as part of the design review process. ATTACHMENTS: 1. Location Map 10 2. Zoning Map 3. Correspondence 4. Application Materials Approved by: _________________________________________________ Danielle Sitzman, AICP, Development Services Coordinator Department of Neighborhood and Development Services September 8, 2021 Board of Adjustment Meeting EXC21-0014 ATTACHMENT 1 Location Map Prepared by Staff 3RD AVE2ND AVEWADE STG STS 1ST AVEF STMUSCATINE AVEEXC21-0014812 S. 1st Aveµ0 0.04 0.080.02 MilesPrepared By: Joshua EngelbrechtDate Prepared: August 2021An application submitted by LT Leon Associates,on behalf of Hy-Vee Inc. for a special exceptionallowing a kiosk and drive-through lanes foronline pick-up located at 812 South 1st Ave. September 8, 2021 Board of Adjustment Meeting EXC21-0014 ATTACHMENT 2 Zoning Map Prepared by Staff 3RD AVE2ND AVEWADE STG STS 1ST AVEF STMUSCATINE AVECC2CO1RM20RS12RS5EXC21-0014812 S. 1st Aveµ0 0.04 0.080.02 MilesPrepared By: Joshua EngelbrechtDate Prepared: August 2021An application submitted by LT Leon Associates,on behalf of Hy-Vee Inc. for a special exceptionallowing a kiosk and drive-through lanes foronline pick-up located at 812 South 1st Ave. Overlay ZonesOverlay DescriptionDesign Review (ODR) September 8, 2021 Board of Adjustment Meeting EXC21-0014 ATTACHMENT 3 Correspondence Submitted by the Identified Party Mailing Name Mailing Address2 Mailing Address3 Mailing Zip Code 2300 BUILDING 1 LLC PO BOX 1109 IOWA CITY, IA 52244-1109 2430 MUSCATINE LC 414 EAST MARKET STREET IOWA CITY, IA 52245 ADRIENNE TENEYCK BOOSE &2319 FRIENDSHIP ST IOWA CITY, IA 52245 ALAN SWACK LLC PO BOX 5743 CORALVILLE, IA 52241 CHRIS ANNE PARIZEK 2414 FRIENDSHIP ST IOWA CITY, IA 52240 CLINTON L THOMAE 2309 FRIENDSHIP ST IOWA CITY, IA 52245 CMB RENTALS LLC 6 MELROSE CIR IOWA CITY, IA 52246 CORY A FUNK 719 S 1ST AVE IOWA CITY, IA 52245 CVS PHARMACY INC #8547-01 STORE ACCT DEPT ONE CVS DR WOONSOCKET, RI 2895 DAVID A & SHARI L SORENSEN 2413 FRIENDSHIP ST IOWA CITY, IA 52245 DELVIN J COPPINGER 2215 D ST IOWA CITY, IA 52245 DMKM LLC 2306 MUSCATINE AVE IOWA CITY, IA 52240 DUSTIN KLEBA & MADISON ALLEN 511 UPLAND AVE IOWA CITY, IA 52245 ERIC T RUMSEY 2417 FRIENDSHIP ST IOWA CITY, IA 52245 ERNIE GALER 822 RYAN CT IOWA CITY, IA 52246 FRANK J & JOYCE A RUPLINGER 512 UPLAND AVE IOWA CITY, IA 52245 G & L RENTALS LLC 2520 ROCHESTER AVE IOWA CITY, IA 52245 GEORGE A E & CAROL J SCHULDT 2501 FRIENDSHIP ST IOWA CITY, IA 52245 GLORIA F RUBY 2301 FRIENDSHIP ST IOWA CITY, IA 52245 GOODMAN INVESTMENTS LLC 1107 RYAN CIR CORALVILLE, IA 52241 GREATER IOWA CITY HOUSING 322 E 2ND ST IOWA CITY, IA 52240 GREENSTATE CREDIT UNION PO BOX 800 NORTH LIBERTY, IA 52317 GREGORY J & TERI K DOWNES 601 HOLLYWOOD BLVD STE 6 IOWA CITY, IA 52240 GREGORY J DOWNES 601 HOLLYWOOD BLVD STE 6 IOWA CITY, IA 52240 HEATHER J CLAUSSEN 504 UPLAND AVE IOWA CITY, IA 52245 IOWA CITY FREE MEDICAL CLINIC 2440 TOWNCREST DR IOWA CITY, IA 52240 IOWA CITY HOSPICE INC 1025 WADE ST IOWA CITY, IA 52240 J & KP LLC 949 EVERGREEN CT IOWA CITY, IA 52245 JAMES E & JEAN C NEUMANN 2410 FRIENDSHIP ST IOWA CITY, IA 52245 JAMES HANSON 627 S 1ST AVE IOWA CITY, IA 52245 JOHN WILLIAM SEABA 822 2ND AVE IOWA CITY, IA 52245 JORGE MEDINA DIAZ 710 S 1ST AVE IOWA CITY, IA 52245 KATHLEEN A STEVE 3158 HATCH LN THE VILLAGES, FL 32162 KENT E & CHERYL L CAMPION 800 2ND AVE IOWA CITY, IA 52240 KGIC LLC 1459 GRAND AVE DES MOINES, IA 50309 KH2221 LLC 1150 5TH ST #170 CORALVILLE, IA 52241 KYLE N MARXEN 728 2ND AVE IOWA CITY, IA 52245 LEACH IOWA LLC 101 PARK AVE STE 2500 NEW YORK, NY 10178 LISA C MILDER 2209 D ST IOWA CITY, IA 52245 LOGAN M HANRAHAN 2409 FRIENDSHIP ST IOWA CITY, IA 52245 MATTHEW BELLMORE 2407 CRESTVIEW AVE IOWA CITY, IA 52245 MEMORIAL PARK SERVICES INC 2600 MUSCATINE AVE IOWA CITY, IA 52240 MICHAEL & TERRI FINLEY 715 S 1ST AVE IOWA CITY, IA 52245 NICHOLAS R AUPPERLE 2405 FRIENDSHIP ST IOWA CITY, IA 52245 OG LLC (THE)819 S 1ST AVE IOWA CITY, IA 52245 PATRICIA A SALLADAY 3221 RAVEN ST IOWA CITY, IA 52245 PRO HOME SOLUTIONS LLC 19 CHERRY LN NE IOWA CITY, IA 52240 REBECCA CONNELLY 609 S 1ST AVE IOWA CITY, IA 52245 REBECCA J REEDUS 507 UPLAND AVENUE IOWA CITY, IA 52245 RICHARD A WOODBURN 60 PHYLLIS PL IOWA CITY, IA 52245 RICHARD L BAKER 712 2ND AVE IOWA CITY, IA 52245 ROGER M & JANET M STILES 2406 FRIENDSHIP ST IOWA CITY, IA 52245 ROGERS INC 2211 F ST IOWA CITY, IA 52245 SHAHAB ALI ROBERSON 702 S 1ST AVE IOWA CITY, IA 52240 SHEILA K MILLER 2216 F ST IOWA CITY, IA 52245 TERESA LYNN SPENCER 2306 FRIENDSHIP ST IOWA CITY, IA 52245 THERESA J SEEBERGER & LAURA J 2418 FRIENDSHIP ST IOWA CITY, IA 52240 TOWNCREST INVS LP 2405 TOWNCREST DR IOWA CITY, IA 52240 TOWNCREST PHARMACY PROPERTIES 2306 MUSCATINE AVE IOWA CITY, IA 52240 WALGREEN CO PO BOX 1159 DEERFIELD, IL 60015 WALTER T & PAMELA S CULLIVAN 720 2ND AVE IOWA CITY, IA 52245 WENDY FOUNTAIN 839 S 1ST AVE IOWA CITY, IA 52245 September 8, 2021 Board of Adjustment Meeting EXC21-0014 ATTACHMENT 4 Special Exception Application Submitted by the Applicant Project Description: Drive-through for grocery pick up. 500 E Locust Street, Suite 400 DES MOINES IA 50309 P515.422.7016 www.ltleon.com August 6, 2021 City of Iowa City Special Exception Hy-Vee Iowa City # 2 Aisles Online Drive Through Lanes and Kiosk 812 South 1st Street, Iowa City, Iowa RE: Specific Criteria (14-4C-2K-3) Access and Circulation: The Hy-Vee Aisles Online will be located in the existing Hy-Vee parking lot directly to the west of the existing Hy- Vee grocery store. Access to the drive through lanes will be facilitated through the existing parking lot ingress and egress off South 1st Avenue. Hy-Vee does not anticipate that the drive through lanes will increase the amount of traffic to the store but will replace existing in store shopping trips. Using existing access points means we will not be adding any additional curb cuts or affecting pedestrian safety. The drive through layout allows a queue of cars rather than a pull in configuration which will improve traffic flow and customer satisfaction. Traffic in the two Aisles Online lanes along with the parking lot lane will all travel from North to South. The existing pedestrian routes in the right of way along South 1st Avenue will not be affected. Additional delineation of the pedestrian connection from the store to the street will improve pedestrian safety and access. Stacking Spaces and Volume: Hy-Vee has been working on how to better serve their customers with online grocery ordering, delivery, and pickup over the past several years. They were working with order volumes that could be easily accommodated with several dedicated parking stalls prior to the COVID-19 disruption. In a matter of a week, they went from processing 50 to 60 online orders each day to processing hundreds of orders per hour each day. Orders are processed in incremental time slots to control the number of trips coming to the store and has based the car stacking on volume capabilities. Hy-Vee is seeing peak hours between 4 pm and 6 pm as customers pick up their groceries on the way home from work. Typical hours of operation are from 8 am to 10 pm but may be less based on demand at a location. As a result of this information, Hy-Vee is providing 2 lanes in this location with each lane stacking 9 cars, totaling 18 stacking spots. This is enough stacking for the volume and Hy-Vee will easily be able to control the number of customers through their incremental time slots. On Site Signage and Pavement Markings: Hy-Vee has created specific branded Aisles Online Post Signage and Directional Pavement Markings that are located to direct traffic to the lanes. In addition to that, there will be a wayfinding tower installed that provides additional wayfinding to the lanes. This project utilizes the existing canopy on the store which will continue to act as both a wayfinding device for customers and shelter from the elements for Hy-Vee employees as they load vehicles with groceries. Do not enter signs are provided at the exit of the lanes.  Page 2 August 6, 2021 Location: The Aisles Online drive through has been located on the side of the store to provide stacking and avoid traffic backups along the front of the store and in the parking lot. The location for the drive through aisles is along South 1st Avenue. Since this is already a parking lot, the transition to drive through lanes and car-oriented uses is not a significant change. The surrounding neighborhood is commercial in character and the Aisles Online will fits in well with the neighborhood. The existing landscape between the Aisles Online lanes and the street will be maintained, and the trees will be protected. In addition, Hy-Vee is adding additional landscaping at the front of the project to minimize impact. Design Standards: (1) The drive through lanes will be constructed on existing parking lot and will not be detrimental to the neighboring properties through careful location of the lanes and the additional landscaping. The change from a car-oriented parking lot to a car-oriented drive through queue does not alter the design quality of the site. Pedestrian access along South 1st Avenue and to the store will be maintained and enhanced for safety. (2) The landscaping that exists along South 1st Avenue will be maintained and additional landscaping will be added near the canopy to buffer the use. (3) Hy-Vee has incremental time slots which helps them plan orders and staffing and reduces idling time for cars along with being able to serve their customers quickly and efficiently. (4) The drive through is incorporated into the existing parking lot and while it does change the flow of traffic slightly, it fits into the overall vehicle circulation and pedestrian circulation of the site as it exists. The main difference is the one-way flow of traffic from the North to the South through the drive through lanes and the additional access lane. (5) There will be no change to the lighting and the photometric plan included in the drawings shows the existing conditions that will remain. Light does not trespass and glare onto neighboring properties. (6) NA (7) There are no loudspeakers or intercom systems in this project. Prepared by LT Leon Associates, Inc. 500 E Locust Street, Suite 400 DES MOINES IA 50309 P515.422.7016 www.ltleon.com August 6, 2021 City of Iowa City Special Exception Hy-Vee Iowa City # 2 Aisles Online Drive Through Lanes and Kiosk 812 South 1st Ave, Iowa City, Iowa RE: General Criteria (14-4B-3A) 1. The specific proposed exception will not be detrimental to or endanger the public health, safety, comfort, or general welfare. The exception to allow drive through lanes will not endanger public health, safety, comfort, or general welfare. The project protects the pedestrian access and pedestrian safety through material and wayfinding. Hy-Vee does not anticipate that the drive through lanes will increase the amount of traffic to the store but will replace existing in store shopping trips. Using existing access points means we will not be adding any additional curb cuts or affecting pedestrian safety. The drive through layout allows a queue of cars rather than a pull in configuration which will improve traffic flow and customer satisfaction. The existing pedestrian sidewalks will remain and the pedestrian connection from the store to the street that is to the west of the store will be further delineated for safety by crosswalk markings. 2. The specific proposed exception will not be injurious to the use and enjoyment of other property in the immediate vicinity and will not substantially diminish or impair property values in the neighborhood. The surrounding neighborhood is primarily commercial in character. The properties across South 1st Ave directly across from the proposed Aisles Online project are commercial with parking in the front yard. The properties to the north are residential and are buffered by a wooded open space containing a pedestrian trail and Ralston Creek. Along Muscatine to the south of the project area are commercial properties including a pharmacy and gas station. To the east is a cemetery. The proposed Aisles Online will be located on the west side of the existing building. The existing landscape between the proposed Aisles Online and the street will be increased to the ‘S2’ buffer standard. Additional landscaping will be added to the area by the existing canopy to help buffer the drive through from the parking lot and block headlights. The change of use from a parking lot that is car-oriented to a drive through queue that is car-oriented is minor and does not affect the design quality of the site. 3. Establishment of the specific proposed exception will not impede the normal and orderly development and improvement of the surrounding property for uses permitted in the district in which such property is located.  Page 2 August 6, 2021 Hy-Vee does not anticipate that the drive through lanes will increase the amount of traffic to the store. Additionally, Hy-Vee can control the volume through their incremental time slots. The development of the Aisles Online drive through is commercial in nature and consistent with the surrounding land uses. 4. Adequate utilities, access roads, drainage and/or necessary facilities have been or are being provided. There are no new utility services or new buildings in this project. Additional access roads are not needed as the facility uses existing parking lot access points. Impervious surface remains nearly identical to the existing condition and the existing drainage patterns and storm sewer facilities will largely remain the same and will contain the same volume of stormwater as the previous configuration. A new storm sewer intake and minor adjustment to an existing intake is proposed in order to provide less steep slopes for the Aisles Online area. 5. Adequate measures have been or will be taken to provide ingress or egress designed to minimize traffic congestion on public streets. Orders are processed in incremental time slots to control the number of trips coming to the store and the project has based the car stacking on volume capabilities. Hy-Vee is seeing peak hours between 4 pm and 6 pm as customers pick up their groceries on the way home from work. Typical hours of operation are from 8 am to 10 pm but may be less based on demand at a location. As a result of this information, Hy-Vee is providing 2 lanes in this location with each lane stacking 9 cars, totaling 18 stacking spots. This is project to be enough stacking for the volume and Hy-Vee will easily be able to control the number of customers through their incremental time slots. 6. Except for the specific regulations and standards applicable to the exception being considered, the specific proposed exception, in all other respects, conforms to the applicable regulations or standards of the zone in which it is to be located. The project will conform to all the applicable regulations or standards of the commercial zone in which it is located. 7. The proposed exception will be consistent with the Comprehensive Plan of the City, as amended. The Future Land Use Map shows this property as General Commercial. As it is already in a commercial use, a commercial grocery drive through is compatible with that use. This project “encourages compact, efficient development” since it is not building more pavement in addition to the parking lot but replacing existing parking lot with a more efficient use. It is furthering commercial development in a “defined commercial node” and is appropriate for the Land Use and “compatible and complementary to the surrounding neighborhood”. Prepared by LT Leon Associates, Inc. LEGAL DESCRIPTION Part of the Northwest Quarter of Section 13, Township 79 North, Range 6 West of the 5th Principal Meridian, City of Iowa City, Johnson County, Iowa, being more particularly described as follows: Commencing at the Southwest corner of said Northwest Quarter; thence North 89° 58' 18" East along the South line of said Northwest Quarter, 37.50 feet; thence North 00° 52' 00" East 33.21 feet to the intersection of the East Right-of-Way line of First A venue and the North Right-of-Way line of Muscatine Avenue; thence North 00° 52' 00" East, along said East Right-of-Way line, 183.93 feet; thence North 89° 57' 59" East along said East Right-of-Way line, 7.50 feet to the Point of Beginning; thence North 00° 52' 00" East along said East Right-of-Way line 706.44 feet to a point on the southerly line of Lot 14 Larsen's Subdivision, as recorded in Plat Book 4 at page 370 in the records of the Johnson County Recorder; thence North 53° 12' 00" East, along the southerly line of said Larsen's Subdivision, 237.15 feet to the Southeast comer of said Subdivision; thence North 00° 53' 21" East along the East line of said Subdivision 16.57 feet; thence North 05° 00' 48" East, 269.65 feet to a point on the South line of a Revision of Part Two Court Hill Addition as recorded in Plat Book 2 at page 169 in the records of the Johnson County Recorder; thence South 83° 04' 32" East along the South line of said Addition, 250.30 feet; thence South 00° 51' 07'' West 1,280.26 feet to a point on the North Right of Way line of Muscatine Avenue; thence South 89° 58' 18" West along said Right-of-Way line, 169.18 feet; thence North 00° 53' 21" East, 93.00 feet; thence South 89° 58' 18" West, 112.00 feet; thence North 00° 53' 21" East 83. 95 feet; thence South 89° 57' 59" West 17 5 .41 feet to the point of beginning. For purposes of this description, the South line of the Northwest Quarter (NW¼) of Section Thirteen (13) has an assumed bearing ofNorth 89° 58' 18" East. September 8, 2021 Board of Adjustment Meeting PRELIMINARY MEETING MINUTES ITEM 5 ON THE AGENDA August 11, 2021 Prepared by Staff MINUTES PRELIMINARY BOARD OF ADJUSTMENT FORMAL MEETING EMMA HARVAT HALL AUGUST 11, 2021 – 5:15 PM MEMBERS PRESENT: Nancy Carlson, Gene Chrischilles, Bryce Parker, Amy Pretorius, Mark Russo MEMBERS ABSENT: STAFF PRESENT: Sue Dulek, Kirk Lehmann, Anne Russett OTHERS PRESENT: Andy Savoy, Mohamed Mahmoud, Tim Fuerst, Niles Bolton, Mike Welch, Karen Kubby, Maggie Elliott CALL TO ORDER: The meeting was called to order at 5:15 PM. ROLL CALL: A brief opening statement was read by Pretorius outlining the role and purpose of the Board and the procedures that would be followed in the meeting. SPECIAL EXCEPTION ITEM EXC21-0012: An application submitted by Elizabeth Homan requesting a special exception to allow an eating establishment use for a Peninsula live-work unit in a Low Density Single-Family Residential Zone with a Planned Development Overlay (RS-5/OPD) at 1040 Martin Street. Pretorius recused herself from this item as she had a conflict of interest. Chrischilles opened the public hearing. Lehmann noted this is a special exception to allow an eating establishment use in the Peninsula Neighborhood in a live/work unit, which is a low-density single family residential zone with the Planned Development Overlay. The subject property (1040 Martin Street) it is located adjacent to Emma J. Harvat Square Park in the Peninsula neighborhood. Lehmann noted the Peninsula has some unique regulations as part of the Planned Development Overlay (OPD) and also has a regulating plan that shows what different kinds of buildings can be constructed where and then how specific uses in those buildings can work together. The OPD has some areas for potential commercial development with a goal of reducing car trips by providing goods and services for nearby residents. The subject property is a live/work site, which allows some commercial uses on the ground floor with residential uses above it. However not all commercial uses are allowed by right, for example, eating establishments require a special exception. This unit actually had a special Board of Adjustment August 11, 2021 Page 2 of 25 exception in the past that was approved in 2016 (EXC16-00006) but it was discontinued for more than a year and so they need to apply for a new special exception to allow the use again. In terms of the criteria that are part of this special exception, there are no specific approval criteria so only the general approval criteria will be used to evaluate the proposal. Lehmann showed the subject property and an aerial of the Peninsula neighborhood. The subject property is directly across from the park in the center of the Peninsula neighborhood and that's the area that's designated for commercial uses. The zoning map shows that area is all pretty much low-density single-family residential (RS-5) with the OPD. Lehmann reiterated it's the overlay that brings in these special development regulations that affect uses. So even though it is a residential single-family zone, it allows those commercial uses. He next showed a close up, it's the northmost unit in a line of buildings and how they have commercial uses on the ground floor and residential above. The unit has some outdoor seating that's next to it along the sidewalk. Most of the neighboring properties are townhomes. The proposed site plan that was included in the agenda packet is almost identical to the previous site plan from the site. They're largely keeping the interior of the space as it was from the previous restaurant. The Board of Adjustment is charged with approving, approving with conditions, or denying the application based on the facts presented. To approve the special exception the Board must find that it meets all applicable approval criteria. In this case the seven general standards for all special exceptions that are being reviewed and those are located at 14-4B-3A of the City Code. The first general criterion is that the specific proposed exception will not be detrimental to or endanger the public health, safety, comfort, or general welfare. The proposed use is relatively small at about 766 square feet and since there was a previous restaurant that was approved in this space, the intensity of the property will not change substantially from past use. Similarly, the unit is already built out so access to the property and surrounding properties won't be affected. In the future if it does want to expand in any way it would require another special exception. Based on the size and its location in the neighborhood and some seating constraints that it has, staff believes that the use will rely primarily on customers who are already in the neighborhood, either residents or people who are traveling through the neighborhood, such as to the dog park or along the bike trails. The second is that the proposed exception will not be injurious to the use and enjoyment of other property in the immediate vicinity and will not substantially diminish or impair property values in the neighborhood. As previously mentioned, the space was previously an eating establishment and it had minimal effects on neighboring residences, so staff doesn't anticipate any major issues. As far as other commercial uses in the area, staff has approved special exceptions, with some conditions that limit the hours of operation, their size, and exterior sound. The purpose of those were to ensure that the neighborhood commercial area retains a mix of uses, and that it does not negatively impacts surrounding properties. Staff recommends similar conditions for this use but does not believe that size limitations are necessary because if the use wants to expand it will require another special exception. Therefore, staff recommends a condition of approval limiting the hours of operation and preventing exterior amplified sound. As far as signage and lighting, they have to comply with the regulations in the Peninsula Code and Board of Adjustment August 11, 2021 Page 3 of 25 the City Code and they have to be approved by the Peninsula Neighborhood Architectural Review Board. The third is that the establishment of the proposed exception will not impede the normal and orderly development and improvement of the surrounding property for uses in the district. The neighborhood is fully developed, it's got a mix of residential and commercial uses, and the Peninsula Regulating Plan allows opportunities for commercial uses, specifically across from the park. Additionally, this building was already designed and built for commercial uses on the ground level, so staff believes that this criterion is met. The fourth criterion is that adequate utilities, access roads, drainage and/or necessary facilities have been or are being provided. In this case, again it's already developed, there are access roads already and on-site drainage, the area behind the property is reserved for stormwater detention and staff doesn't believe that any additional facilities are required. Fifth is that adequate measures have been or will be taken to provide ingress or egress designed to minimize traffic congestion on public streets. Lehmann explained in the Peninsula Development Regulations, off street parking is not required for commercial uses that are less than 1500 square feet and therefore no parking is provided for the commercial use at the site. However, again based on its location and size, staff believes that the customers that are drawn will be limited, and a lot will be people who live in the neighborhood or who are already in the neighborhood for other purposes. Therefore, staff believes that adequate ingress and egress are provided. The six criterion is that except for the specific regulations and standards applicable to the exception being considered, the specific proposed exception will conform with all other applicable regulations in the City Code. Lehmann noted again the use has already been built and other aspects have been reviewed for compliance with the Peninsula standards with the Building Code and any changes to those previously approved uses, such as lighting or signage, will require appropriate permits and will be reviewed upon application. Staff believes this criterion is met. Finally, the proposed exception must be consistent with the Comprehensive Plan of the City as amended. Lehmann stated the Peninsula Neighborhood was developed using conservation and traditional neighborhood design principles that includes a variety of housing types, neighborhood commercial and live/work buildings such as the subject property. The Peninsula Regulating Plan includes opportunities for limited commercial uses where the building is located, so staff believes that the Comprehensive Plan criterion is met. Staff recommends approval of EXC21-0012 to allow an eating establishment in a Peninsula live/work unit for the property at 1040 Martin Street, subject to two conditions: 1. The business hours of operation must close by 10pm on Sunday through Thursday, and 11pm on Friday through Saturday. 2. Amplified sound on the exterior of the building is prohibited. Board of Adjustment August 11, 2021 Page 4 of 25 Carlson asked if there are any limitations on when they can open in the morning. Lehmann stated staff did not place an opening time limitation. Carlson asked what the other uses in the Peninsula have as opening times, is there a standard practice or does it depend on each project. Lehmann confirmed it depends on the business. Some standards in the City Code place opening time limitations, for example rooftop service areas, but not in this part of the code. In this location with the proposed use, staff believes that closing limitations are more of a staff concern due to the possibility of late hour operations. Carlson noted there's no alcohol being served but if they want to serve alcohol then they would need to get a liquor permit. Lehmann confirmed they would have to get a liquor license, but it wouldn't technically convert from an eating establishment to a drinking establishment unless they were open past midnight. In this case, the applicant is not proposing alcohol at this time. Russo asked if the window openings are fixed or does this have the potential to open up a wall of windows to allow sound to leave? Lehmann believes they are fixed as currently constructed. They could always apply to put in windows that would open but that would still be interior sound and the exterior amplified sound condition primarily prevents putting a speaker outside to provide music for the seating area. Chrischilles closed the public hearing. Chrischilles asked for a motion so the Board could open discussion. Parker moved for approval EXC21-0012, an application submitted by Elizabeth Homan requesting a special exception to allow an eating establishment use for a Peninsula live- work unit in a Low Density Single-Family Residential Zone with a Planned Development Overlay (RS-5/OPD) at 1040 Martin Street with the following two conditions: 1. The business hours of operation must close by 10pm on Sunday through Thursday, and 11pm on Friday through Saturday. 2. Amplified sound on the exterior of the building is prohibited. Russo seconded the motion. Russo stated regarding agenda item EXC21-0012 he concurs with the findings set forth in the staff report of this meeting date, August 11, 2021 and concludes that the general and specific criteria are satisfied, so unless amended or opposed by another board member he recommends that the Board adopt the findings in the staff report for the approval of this proposal. Carlson seconded the findings. A vote was taken and the motion passed 4-0 (Pretorius recused). Chrischilles stated the motion declared approved, any person who wishes to appeal this decision to a court of record may do so within 30 days after this decision is filed with the City Clerk’s Office. SPECIAL EXCEPTION ITEM EXC21-0009: Board of Adjustment August 11, 2021 Page 5 of 25 An application submitted by Axiom Consultants requesting a special exception to allow a 50 percent parking reduction for other unique circumstances to construct a new mixed-use building at 21 S. Linn Street. Pretorius opened the public hearing. Chrischilles asked if the Board should be considering this as a valid exception as staff may have based its findings on the wrong section of the Code. Lehmann explained the staff citation was an old citation that was incorrect. The actual section with the unique circumstances is the correct provision, staff just put the wrong number, it should end in seven instead of six. Lehmann stated EXC21-0009 is submitted by Axiom Consultants on behalf of CA Ventures to request a 50% parking reduction by special exception for unique circumstances for new mixed- use building at 21 South Linn Street. Lehmann noted this one also requires a second special exception that's included in the staff report regarding parking on the first floor of the building so those criteria will be reviewed and the Board will be voting on that tonight, as well. The subject property is 21 South Linn Street which is located in the middle of downtown, currently the US Bank surface parking lot that has a drive-thru building onsite. Lehmann noted most of downtown is zoned Central Business (CB-10) including the surrounding buildings but to the east is a public building, the senior center. This is in the Downtown Historic District which was recently approved and buildings to the north and east do have Historic District Overlays but the buildings to the west, the subject property, and buildings to the south do not. The Historic District Overlay designates local historic landmarks and provides protection to those buildings, but buildings without the overlay are not protected by the zoning code. Regarding the two special exceptions, one is to reduce the minimum number of required parking spaces by 50% for the subject property due to unique circumstances of the use, in this case they refer to student housing as the unique use. The second is to provide a portion of required parking on the ground floor in a CB-10 zone. Approval of these two special exceptions would facilitate redevelopment of the site into a 13-story mixed use building with commercial and amenity space on the first floor and about 229 residential units above. Lehmann explained that this is going to the Board of Adjustment and not to Planning and Zoning Commission or Council because by right they could build a building with the same envelope, but exceptions requested are required for the parking reduction and for the parking on the ground floor. In this case, the residential land use requires a minimum amount of parking so that's where the parking reduction comes in. As for current uses on the site, there's a non-conforming parking lot and a drive-thru bank. They've been around since 1962, though these uses aren't allowed downtown anymore. The subject property is CB-10 which is intended to be the high-density, compact, pedestrian-oriented shopping, office, service and entertainment area in Iowa City. It allows compact development with the goal of intensifying the density of usable commercial spaces, increasing the availability of open spaces or pedestrian ways, and supporting a healthy and vibrant commercial core. It encourages mixed-use buildings with storefront commercial and residential above. Lehmann noted there are two unique challenges to this property, one is the building to the west is historic but does not have a Historic District Overlay, it has windows on Board of Adjustment August 11, 2021 Page 6 of 25 the second story that could provide egress. The building is not currently used for rental units but blocking the windows could prohibit future rental permits. The second is that the First National Bank drive-thru building on the property is actually a contributing resource to the Downtown National Historic District that was recently approved. Again, it's not a local historic landmark and it's not in a Historic District Overlay Zone and the Downtown Riverfront Crossings Master Plan shows the site as one of the few remaining sites for strategic infill. With regards to minimum parking standards, they are intended to provide off street parking to accommodate most of the generated demand for parking, especially where sufficient on street parking is not available. They're also intended to prevent nonresidential parking from encroaching on nearby residential neighborhoods. The CB-10 zones are unique in that they are subject to maximum parking standards as well for private off-street parking. The goal is to preserve land for active uses and maintain a pedestrian oriented streetscape, so parking is addressed in the Downtown District at a district wide level which relies on consolidated off street facilities, on street parking and demand pricing to address parking rather than addressing it on a project by project basis. Residential uses are the only land use category in CB-10 that require a minimum amount of parking. Other uses do not and are subject to those maximum parking standards. In the application, they are requesting a parking reduction of 50% which is allowed by special exception where a specific use has unique circumstances such that the number of spaces required is excessive. Based on the current minimum parking amounts, the proposed project would require 135 parking spaces and by requesting a 50% reduction they would have to provide 67 onsite parking spaces. The concept includes 67 spaces in two levels below ground and a few spaces on the first story. Access to that parking would be from the alley north of the subject property, which exits onto either South Dubuque Street or South Linn Street. As for pedestrian access, that would be directly on the corner of East Washington Street and South Linn and there are some doors directly into the retail space as well. Lehmann showed pictures of the subject property, and a close up of the adjacent historic building which currently has a mural on the wall. He noted that is a temporary use until the subject property is developed, but there are also the windows along the side of that building on that second story. Lehmann also showed the concepts that have been provided noting they incorporated the height of the abutting buildings into the brick facade design and storefronts along the street. They are proposing a small mural wall as well and there are visual setbacks to the north and the west. Next Lehmann reviewed the floor plans that were submitted with the application. The first two levels are the underground parking spaces which would be have most of the parking. Level one has a few parking spaces but the remainder of the facade is retail space primarily on East Washington Street and a lobby, leasing, and amenity space along South Linn Street. There are also building facilities in the northeast corner, which is where that mural is proposed (that would include generators and trash and that sort of thing). For the second, third, and fourth levels they are planned as a backwards C shape. On the second story, they propose some outdoor open space and that C shaped continues up for levels three and four which is where the brick facade Board of Adjustment August 11, 2021 Page 7 of 25 is shown. At the fifth level is a stepback to the west on the south leg of the C and a cut out in the northeast which continues for the rest of the building’s height. The Board of Adjustment is charged with approving, approving with conditions, or denying the application based on the facts presented. To approve the special exception, they have to find that it meets all applicable approval criteria and there are two sets of specific standards, one pertaining to the parking reduction and one to the first-floor parking. Finally, there are also the general standards that apply for all special exceptions. The first specific set of standards is from 14-5A-4F-7 (in the staff report, it read it as 14-5A-4F-6 which was the old citation, 14-5A-4F-7 is the correct citation) and states that where it can be demonstrated that a specific use has unique characteristics such that the number of parking or stacking spaces required is excessive, the Board of Adjustment may grant a special exception to reduce the number of required parking or stacking spaces by up to 50%. For this exception, the applicant has requested the full 50% parking reduction due to the unique characteristic of the use stating that their unique use is housing for university students who prefer living in a walkable urban setting to having onsite parking. Staff finds that students generally exhibit lower demand for onsite parking and are more likely to use alternative modes of transportation such as walking, biking, and transit. Features that are specific to student populations include furnished units and on-site amenities such as a study lounge. However, it is not restricted exclusively to students, non-students may also reside there, but it is marketed and intended for students. As far as downtown residents, they tend to use the cars less due to proximity to the University, jobs and other services. The applicant provided some census data which was in the staff report but typical work commutes in census tracts near downtown show that 45% drive alone, 6% carpool, 39% walk or bike, 6% use public transportation and others work from home or use other modes of transportation. The subject property is in Census Tract 21 which is the most central tract and has the lowest levels of car usage at only 27% driving alone to work and 80% of residents living there are enrolled in undergraduate or graduate programs so that supports the claim that students exhibit a lower demand for onsite parking. Again, they are proposing 67 onsite parking spaces which would be 0.29 spaces per dwelling unit or 0.25 per bedroom. It does provide less parking than other recent student projects, The Rise at 435 South Linn Street provides approximately 0.6 parking spaces per dwelling unit or 0.34 per bedroom but staff is not aware of any complaints regarding spillover parking on that. The Gilbane Iowa City at 700 South Dubuque Street has been approved for 0.81 spaces per unit and 0.41 bedroom after it received a special exception using a similar rationale of student housing. Lehmann asserted however that special exceptions do not set precedent, he is only using this as an illustration of other student uses. Additionally, Census data supports that student housing has some unique characteristics such that the required number of parking spaces is excessive. The second set of specific criteria standards are in Section 14-5A-3D-5e which is that where parking in a CB-10 zone is located within the exterior walls of a building, such as on the ground floor, the following standards apply. First, the proposed structured parking will not detract from or prevent ground floor storefront uses and that storefront uses are a substantial portion of the ground level floor of the building. Additionally, on the ground floor, parking is not allowed within the first 50 feet of the lot. This concept does not show parking in that first 50 feet of building Board of Adjustment August 11, 2021 Page 8 of 25 depth, but that will be confirmed during site plan review. Approximately 72% of the street facing facade is intended for active nonresidential uses which includes retail storefronts, office, lobby and amenity space (which could accommodate future storefront uses). The remainder of the space is for support areas such as the trash, generators, stairwells, etc. The second criterion is that vehicular access to parking must be from a rear alley or private lane and the garage opening shall be built to the minimum width necessary. Vehicular access to the onsite parking is proposed from the rear alley and would come from primarily from Linn Street. The third is that any exterior walls on a parking facility that are visible from a public or private street must appear to be a component of the facade of the building through building materials, window openings, and facade detailing that is similar or complimentary to the design of the building. This concept shows that most exterior walls to the parking facility will not be visible because to the east and south it will be behind the building facades that will meet the central business site development standards. The garage wall to the west abuts the existing building. Exterior walls to the north are visible from the alley, which is not considered a public street, and the wall of the parking facility is set back 50 feet from the South Linn Street right-of-way. The final specific criterion is that each entrance and exit to the parking area must be constructed so that vehicles entering or leaving are clearly visible to a pedestrian on abutting sidewalks at a distance of at least 10 feet. Stop signs and appropriate pedestrian warning signs may be required. The concept shows the entrance and exit is more than 50 feet from the nearest sidewalk, which is the one to the east. However, staff recommends a condition that the applicant provide a convex traffic safety mirror or similar method of providing visibility or awareness of potential conflicts between vehicles and pedestrians who are using the alley. As with all special exceptions, the seven general standards that must be met are located at 14- 4B-3A. The first is that the specific proposed exception will not be detrimental to or endanger the public health, safety, comfort, or general welfare. There are 67 onsite parking spaces proposed, about 0.29 per dwelling unit or 0.25 per bedroom. The Institute of Traffic Engineering (ITE) suggests that average parking demand for multifamily high-rise multi-use urban has a parking demand of about 0.55 vehicles per unit or 0.3 per bedroom. Parking for recent high rise residential projects in the CB-10 zone also vary widely in their approach to parking. The Tailwinds project, which is not yet built, is a multifamily building with about 102 dwelling units or 186 bedrooms and they are providing 50 onsite spaces after receiving a reduction for historic properties (EXC20-07), their final onsite parking will be about 0.49 per unit or 0.27 per bedroom. The Chancy at 404 East College Street is a mixed-use building completed in 2017 with 60 units with 76 bedrooms. They provide 45 onsite parking spaces, which would be about 0.75 per unit or 0.59 per bedroom and those are in the Chauncey Swan ramp. Finally, there's Park @ 201 (201 East Washington Street) which was constructed as a mixed-use building in 2012 and has less dwelling units, 24, with 25 bedrooms, but they don't have any parking onsite, they have 14 off site spaces approved by special exception (EXC12-03) which comes out to 0.58 per unit and 0.56 per bedroom. Lehmann reiterated it varies widely in how parking has been accommodated, but for the proposed project, its per unit parking ratios are well below comparable projects but its per bedroom ratios are more similar because of the high number of one-bedroom units. Also the Board of Adjustment August 11, 2021 Page 9 of 25 ITE estimates are not specific to students, it is all downtown high-rise multifamily, and students are more likely to use alternative modes of transportation than estimated by the ITE. It appears based on Census data for Tract 21 that those parking ratios are appropriate. In addition, there are a couple public parking ramps within two blocks of the proposed building. However, there are waiting lists for those ramps and some of the submitted correspondence touches on this. The Tower Place parking ramp has 510 spaces and there's 625 at the Dubuque Street ramp and 475 at the Chauncey Swan ramp. The idea is that those would provide parking spaces for visitors or for those visiting commercial uses downtown. Currently, the site is occupied by a private parking lot and drive-thru bank. The concept does propose six new on street parking spaces which it would accommodate by reducing the parking entries to the lot and bank. As far as spillover uses, nearby streets are metered so it's not expected to impact on street parking in neighboring residential areas and tenants will have to consider reduced onsite parking in their decision making so it is likely that the project will attract tenants who require less onsite parking. Chrischilles asked if downtown residents are allowed to obtain permits for parking in the ramps. Lehmann stated there is no availability for residents, they could apply for it but they are not anticipated to support residential uses. Chrischilles noted then as far as the residential impact they can't rely on anything from the public ramps, but visitors could park in the public ramps. Lehmann confirmed the ramps are for visitors and others visiting downtown. Lehmann reiterated the First National Bank drive-thru building that's on the property is a contributing resource in the Downtown National Historic District and would be demolished as part of the project. However, the City’s adopted plans indicate that the site and existing uses should be redeveloped because the existing surface lot and drive-thru uses are not allowed downtown generally and they detract from the vibrancy and pedestrian friendly streets that are envisioned for the downtown. It is explicitly shown in the Downtown Riverfront Crossings Master Plan that it is in the City’s interest to redevelop this site. However, staff recommends that there be a condition that the historic nature of the site, including its current use and its use as the former City Hall, which it was prior to being demolished for the parking lot, be acknowledged to the satisfaction of the Director of Neighborhood and Development Services. Chrischilles asked what the definition of a contributing resource for the Downtown National District is and would that building potentially be listed by itself on the National Register. Lehmann stated it is listed as part of the district, but it is not an individually listed building nor designated as a local historic landmark. Lehmann continued to the second criterion which is that the proposed use will not be injurious to the use and enjoyment of other property in the immediate vicinity and will not substantially diminish or impair property values in the neighborhood. The subject property and the surrounding properties are in the Downtown Historic District that was listed in May 2021, so 13 South Linn Street to the north and 28 South Linn Street to the east (The Yacht Club building and the Senior Center building) are local historic landmarks with a Historic District Overlay. As previously mentioned, the building to the west, 220-222 East Washington Street, is a contributing structure but does not have a Historic District Overlay. However, it is identified in City plans as a significant building, whereas the drive-thru bank is not. The buildings in the Board of Adjustment August 11, 2021 Page 10 of 25 Historic District are occupied by a mix of different uses, some commercial, some residential but they were largely constructed prior to minimum parking standards. The concept shows a brick facade matching the parapet height of the building to the west, and the facade must meet the Central Business Design Standards. This will be discussed more in criteria six, which talks about being compliant with other regulations in the Code, but it basically has requirements for windows and how the facade must look, etc. As far as nearby residential properties, again they vary in their parking supply and scale but there aren't really any single family uses in the immediate vicinity of the proposed use. Most of downtown residential uses cater to the same market segment as the proposed project, although some cater to high income households that prefer urban living. The concept includes six new on street parking spaces, but the onsite parking would be reserved for those occupants of the building. Again, within about two blocks of the project there are approximately 1600 public parking spaces in ramps so that would provide off street parking for customers and/or visitors. The proposed project will increase nearby pedestrian traffic, so that would likely improve the commercial viability of nearby businesses. Lehmann noted again that 220-222 East Washington Street has second story windows that could be used for egress directly next proposed building and if the development is less than five feet from those windows, they wouldn't be able to be used for egress which would prevent it from obtaining a rental permit in the future. The concept indicates that the second story would be more than five feet from the abutting windows, which retains the possibility of egress but staff recommends ensuring that egress is preserved. Carlson asked if that west wall will be the same distance from the building to the west from the ground up. Lehmann stated the concept shows it differently where it's about three feet on the ground floor and five feet at the second floor. Staff left their proposed condition open so the applicant can tweak their concept to either provide five feet the whole way across or they could cantilever something to allow access to those windows. In the condition they allow a couple ways of accommodating the egress, staff just wants to avoid negatively affecting egress for the windows of that property. Carlson asked what the fire code is. Lehmann replied the fire code is five feet for egress but it could be three feet on the first floor if the residents have a way out. Russo asked if that wall on the building to the west is a firewall. Lehmann stated it is an exterior wall. Russo asked if they intrude on that five-foot space, they probably raised the requirements. Lehmann replied potentially but staff is more concerned about what was the egress to those windows and it will have to be approved according to the fire code and the building codes. The wall does step back a little bit, it's not a flat wall, it steps back, so there is even a possibility where it just has to be five feet from that building face where it could be three feet and maybe it does meet that but the applicant would have to show that in their site plan review. The third criterion is that the specific proposed exception will not impede the normal and orderly development improvement in surrounding properties for use as permitted in the District. Lehmann noted the Downtown District is obviously predominantly already developed, there are a few sites that the City has identified that are appropriate for redevelopment. A lot of downtown is historic and the City wants to preserve those historic buildings. As far as those specific sites identified for potential redevelopment, they wouldn't be impacted by the proposed project. The one that would be most impacted is the abutting property that is not part of the project on East Board of Adjustment August 11, 2021 Page 11 of 25 Washington Street, which is a historic structure which the Downtown Master Plan shows should be preserved so redevelopment is not expected and should not occur at that site. Based on those findings, staff doesn't believe that the normal and orderly improvement of nearby uses will be impacted by either the proposed development or the parking reduction or the parking on the first story. There may be some temporary closures due to construction in the public streets, but those are temporary rather than a permanent impact. The fourth criterion is that adequate utilities, access roads, drainage and/or necessary facilities have been or are being provided. Lehmann noted there are existing streets and the alley, which provide adequate vehicular and pedestrian access. The site also has excellent access to public transportation, there are several bus lines that run on East Washington Street right against the project. As far as utilities, drainage, and other necessary facilities, those will be evaluated more thoroughly during site plan review and the building permit processes. So similar to things like fire code, all of those would be reviewed by the City at that point in time. Fifth, adequate measures must be or will be taken to provide ingress or egress designed to minimize traffic congestion on public streets. The parking entrance is at grade on the alley to the north and they would expect vehicular access to primarily be on South Linn Street. People may exit west towards South Dubuque Street. Additionally, some existing vehicle access points will be eliminated, which would prevent some vehicular conflicts and would focus traffic at the alley. Also new public parking will be constructed in the East Washington Street and South Linn Street rights-of-way which would help support some demand for short term on street parking for nearby commercial uses. The pedestrian access would be along the sidewalks that are by the building and the street improvements would also facilitate that continued pedestrian use. Sixth, other than the specific regulations and standards being considered that in all other respects the special exception must conform with the applicable regulations for its zone. Staff looked at the dimensional requirements and the Central Business Site Development Standards for CB-10 zones. First, for dimensional requirements, there are no minimum lot or setback requirements, there is a maximum setback requirement of 12 feet, which the concept appears to meet. There's no maximum height limit in the CB-10 zone, rather height is regulated based on the floor-area ratio, which is essentially the lot area multiplied by the floor-area ratio number. In a CB-10 zone, that base level is 10 and can be increased with bonuses which are not requested in this concept. The proposed use is within that 10 floor-area ratio. The other height requirement is due to the Federal Aviation Administration (FAA), they have a 155-foot height limit there. Additionally, the open space requirements can be tricky, but up to 50% can be met with indoor space and outdoor space can include rooftop courtyards. In this case, there will be an outdoor courtyard on the second and fifth stories and indoor amenity space which will exceed the required 2700 square feet of open space, though they need to meet design criteria that makes the outdoor space useable. This will all be checked during site plan review. The Central Business Site Development Standards on the other hand ensure that downtown development is compatible with pedestrian friendly streetscapes and adjacent uses. This concept addresses standards related to commercial space, minimum windows, building articulation, differences in facades providing visual interest, and it meets standards related to building entrances and other similar requirements. The project may require a minor adjustment however due to requirements Board of Adjustment August 11, 2021 Page 12 of 25 in the CB-10 zone that the first two stories of the building be built to the side lot line which is somewhat complicated by this special exception. However, the building official may approve minor adjustments to this requirement to accommodate irregular lot lines or structural requirements, such as installing footings or foundations that maintain the structural integrity of adjacent buildings. The goal is to prevent unsafe or unkempt spaces between buildings, for example if there is a very narrow alley it's easy for trash to accumulate. Based on the concept, there is the setback for egress from the abutting building that staff believes is necessary because of the special exception requirement that an exception can't impair adjacent properties, so a minor modification would be necessary for egress at the second story of the property. Staff recommends a condition that there be design features incorporated, whether that be gates, shielding, something to block off that space from trash, to prevent unsafe, unkept spaces between buildings and staff recommend requiring that be approved prior to the certificate of occupancy. As far as other standards, staff will review those during site plan review and building permit processes and including ensuring that they meet that FAA height requirement. The final criterion is that the proposed exception must be consistent with the Comprehensive Plan of the City as amended. The Comprehensive Plan Future Land Use Map shows this as a general commercial area and includes a goal to maintain a strong and accessible downtown that is pedestrian oriented with strong, distinctive cultural, commercial and residential character. One of the objectives is to preserve the historic mainstreet character of downtown while encouraging appropriate infill development to enhance the economic viability and residential diversity of the area. The Downtown Riverfront Crossings Master Plan provides more specifics regarding this and shows this site as a strategic infill site, it's one of the remaining surface lots downtown and suggests that redevelopment may consist of a high rise building where at least the base occupies the full site. The concept shown in the Plan is one floor of commercial space with eight stories of residential above, it doesn't include any onsite parking, and it includes stepbacks from adjacent historic buildings. Carlson had a question about the residential and the commercial space. The floor plan for the ground floor has amenities for the apartments upstairs, they have a rental office for the apartments upstairs and is that still considered commercial. It seems to go with the residential rather than the commercial and then there's only 5000 square feet of retail space. In most other buildings the first floor is commercial with apartments above them, and they have a small door with a hallway leading to go upstairs to the apartments above. Lehmann acknowledged that would be a decision that the Board would need to make, but staff's interpretation was all of those uses would be allowed within commercial space on the first floor. Even though it caters specifically to the residential uses above, staff still identifies that as commercial storefront space. But again, that would be up the purview of the Board to interpret. Chrischilles stated going back to the last point, according to the Comprehensive Plan, it envisioned a nine-story building with a step down to a four-story next to the historic properties adjacent to it, but this concept is a 13-story building. Lehmann stated staff does not interpret the Comprehensive Plan literally as to stories or even the floor area ratios that are provided in the Plan. The Plan has some very detailed specifications that are tied more to market studies, but staff has not interpreted that literally in other cases. Board of Adjustment August 11, 2021 Page 13 of 25 Dulek reminded the Board that the Comprehensive Plan is a plan, it’s not City Code nor adopted by ordinance. It's a vision to provide general guidance to the development so simply because something shows it's nine stories does not mean that must be nine stories. Chrischilles recognizes that but noted this standard says that it's consistent with the Comprehensive Plan. Dulek agreed but noted it doesn't have to be consistent with absolutely everything in the Plan, nothing is ever going to be consistent with absolutely every item in the Plan, the Board just has to decide whether it is consistent or not, it is a plan and a vision is to provide general guidance. If after looking at all of this, the Board concludes if it is consistent or not. Lehmann added the Plan does incorporate some specific guidelines as to how they might interpret consistency with the Plan and that's what staff looked at as it was evaluating the application. First new development should not be located on sites that contain historic buildings. Second, active uses such as ground floor retail, not blank walls, should front onto street frontage and the city plaza, that upper floors should contain office, commercial, and residential uses, and buildings should be built to property lines. Corner location should be reserved for taller buildings creating a block structure with taller buildings on corners and lower scale historic buildings between them. The taller buildings on the corners should have a lower base consistent with adjacent historic buildings to make them feel contextual with the rest of downtown, while limiting the perceived height of the towers and that parking should be located both on street and behind storefronts in parking structures. Lehmann stated with regard to these, the First National Bank drive-thru building is listed as a contributing property in the National Register of Historic Places but as far as the uses that are on the site, the surface parking lot and the drive-thru use, they are underutilized compared to other uses downtown and what is allowed by this zone, they promote auto usage, they don't support a vibrant pedestrian experience and the intent of the Downtown Riverfront Crossings Master Plan was always to demolish that building and redevelop the site. As far as other standards, the concept shows active uses on the ground floor, parking behind, residential uses above and the property on the corner has a taller building, it also has a lower architectural base with stepbacks to reduce the perceived size of the building. That's part of the contextual piece but based on the analysis that staff provided, staff believes those criteria are met, but that is for the Board to interpret as to whether they believe this standard is met, and it's up to the applicant to make that case to the Board. As far as other goals in the Comprehensive Plan, Lehmann stated it includes some goals and objectives that support public art, and while the redevelopment will cover the mural on the abutting wall to the west, that mural was intended as a temporary use until the site redeveloped. Staff did get some comments on the loss of the mural, but the proposed building also includes a mural wall to help somewhat mitigate that loss. The Downtown Master Plan also notes that the City addresses parking demand through a parking district approach rather than a project by project approach. The reason it does that is to achieve the desired level of development downtown based on that Plan. Again, the Master Plan encourages pedestrian friendly development that builds on the strengths of downtown and that includes proximity to the university for student uses and reducing parking. As a result, staff believes that reducing parking to promote redevelopment of the subject property and providing that parking on the first floor is consistent with the Comprehensive Plan. Based on the findings that are in the staff report and were summarized in this presentation, staff Board of Adjustment August 11, 2021 Page 14 of 25 recommends approval of EXC21-0009, to reduce the minimum parking requirement by 50% and to allow parking within the exterior walls of a building in a CB-10 zone for the property at 21 S. Linn Street, subject to the following conditions: 1. Substantial compliance with the concept dated July 30, 2021. 2. The historic nature of the site, including it being the site of the former City Hall among other uses, shall be acknowledged, to be approved by the Director of Neighborhood and Development Services prior to issuance of a certificate of occupancy. 3. Clearance of at least 5’ shall be provided from the face of the existing wall where existing windows are located that may provide egress, to the face of the proposed building. This clearance shall be either at or above ground level such that emergency egress be provided to the satisfaction of the Building Official. A perpetual emergency escape easement shall also be required to provide for future egress, to be recorded prior to issuance of a certificate of occupancy. 4. Incorporation of appropriate design features to prevent unsafe, unkempt spaces in the setback between the subject property and the property to the west must be approved by the Building Official prior to issuance of a building permit and must be constructed prior to issuance of a certificate of occupancy. 5. A convex traffic safety mirror or similar method of providing visibility or awareness of potential conflicts between pedestrians and vehicles using the alley shall be provided prior to a certificate of occupancy. Staff fielded a few inquiries over the phone and then received several written comments. Three of them were included in the packet, four were forwarded to the Board prior to the meeting, and Lehmann will summarize some of those discussions that were provided and some of the feedback, and some commenters may also be present tonight to speak to the Board as well. The first comment received was from Hockett that noted the concept seemed too tall and asked if the City had considered purchasing the lot as public open space. Second, Weitzel noted that the proposal would be problematic if it demolished to 222 East Washington Street and also said that the loss of the recently listed drive-thru building is regrettable, but it's not a locally designated landmark. Kubby noted that the current parking lot and drive-thru are not the highest and best use of the property, and she appreciates the incorporation of step backs and cutouts into the building design. As for late submittals, one was from Bird with the Iowa City Downtown District who noted support for the request because it tries to fit into the downtown and the furnished units will likely draw students who will require less parking. Also that onsite parking is not possible and the property should be redeveloped despite the drive-thru bank. Kading noted that parking should not be reduced because it's already limited downtown including in nearby ramps. He also noted that the alley may be problematic as two businesses currently use it and it doesn't have snow removal and there are dumpsters that might affect navigation. He noted that he doesn't believe the project meets general criteria one and two. Clark stated the parking should not be reduced because it would cause congestion downtown, that downtown Iowa City needs more parking, that the parking will drive businesses out of downtown as result, and that the unique circumstance clause is intended for smaller projects. Finally, Miklo noted that the application should use a fee in lieu instead. Lehmann explained that was part of the confusion with the citation but that was not the criteria that staff was evaluating it by. That would require a Code Amendment because the fee in lieu doesn't allow demolition of a historic building. Miklo Board of Adjustment August 11, 2021 Page 15 of 25 also noted that the Code section was not intended for student housing as a unique circumstance, that the proposed use does not meet the step backs in the Comprehensive Plan and that a smaller development should be considered instead as student housing is planned for other areas of the Riverfront Crossings District and he included an image of the subject property that is in the Comprehensive Plan. Lehmann showed that image of strategic infill on Linn Street to the Board which shows significant stepbacks to the north and west and the building being nine stories. Lehmann noted again the Plan generally is a guiding document and it's up to the Board to determine what they believe consistency with the plan is. Lehmann also noted that Bob Miklo was the former City senior planner who was here when the Code was initially created. Chrischilles asked what the setbacks on the current proposed building are. Lehmann replied the stepback to the west is approximately 20.5 feet and the cut out in the northeast corner is 26 feet from the west property line and 32 feet from the north property line. There's not any significant stepback on the south side, the Washington Street-side of this building. Lehmann pointed out on the site plan that shows the stepback and cut out are at the fifth story. Carlson noted for the courtyard on the west side, it would not be visible from the street a great amount and therefore does not affect the visual bulk of the building from Washington Street. The Comprehensive Plan is a direction, but it talks about a lower architectural base with stepbacks to reduce the perceived height and bulk of the building but if there is no significant stepback from Washington Street, then that doesn't coincide with the suggestion from the Comprehensive Plan, nor does it seem to keep with some of the other high rises that have been built downtown. Lehmann stated there are actual stepback requirements in Riverfront Crossing zones, but not in the Central Business zone, and that provides some stepbacks that look a little different than what is proposed here. When staff looked at stepbacks, they interpreted it based on the image from the plan that shows stepbacks from the west and north, which help limit the perceived size of the building. Dulek noted the Board needs to ask staff questions and then they can converse among themselves about issues during the discussion time. Andrew Savoy (CA Ventures) prepared a slideshow that began with an aerial of the site as it currently exists. There are six curb cuts along the east side of the site and one to the south. In their opinion those seven curb cuts greatly reduce the walkability around this site because roughly every 10 feet there is a space where a vehicle could drive over the sidewalk. Their project eliminates all of those and increases walkability at the pedestrian level downtown, which they think is a benefit. This project will have 2500 square feet of retail along Washington Street, which they perceive to be the best street for retail. Then along Linn Street they have mostly active uses, they're not technically retail, but they're active. This would be likely a fitness center for the residents and a leasing office, so it's going to be a fully staffed building and these uses will have an active presence along the street. He understands that's not retail, but retail is not necessarily always active as a use, it could be a cell phone store and that would be not very active. Therefore, they think that these uses are more active than some uses with certain retailers. Then along the northeast corner of the site is where they will have the utility area and this area must flank one of the property lines along one of the main streets because they have Board of Adjustment August 11, 2021 Page 16 of 25 to connect in with utilities from the street. In that area they will have more of an opaque wall but are proposing that be a mural wall that could be designed maybe in conjunction with a downtown arts group to mitigate the loss of the mural that's currently on the adjacent property. Savoy also stated they have done due diligence investigation of the site, including borings, and they encountered the water table at 30 feet below the surface of the site. Therefore, providing additional underground parking is infeasible and providing parking above the first floor they think would greatly detract from the charm and character of the area. Savoy also noted that, as Lehmann mentioned, a few other projects have been approved for similar reductions and those projects have a higher quantity of three- and four-bedroom units in some cases and the Code- required parking for those units is much higher per bed. So the actual percentage reduction that they're requesting is actually in line with the other projects that have been approved. He acknowledged they understand that does not set a precedent just because a previous project has been approved. Savoy showed the renderings and noted they designed their building to acknowledge the adjacent historic character of the downtown neighborhood. He showed a view of the building from the corner noting that they've set back from the west and from the north to make the tower a separate architectural element than the base which results in an elegant, thinner tower, rather than the thicker one that they were proposing prior, and the base relates to the historic architectural language of the surroundings. Savory also noted in the Comprehensive Plan it does not show a setback from the south and that's what they were also looking at as staff brought up and so that's how they arrived on this general massing. Savory reiterated they will be providing additional walkability, much greater than what currently exists at the site, additional retail and active uses around the perimeter at the pedestrian level, six additional street parking spaces that would be for the public and are not included in their parking numbers, an opportunity for public art, 270 residents that would patronize local businesses around the area, and likely additional taxes to support downtown infrastructure once this is completed. They are excited to proceed with this development and thank the Board for their consideration. Chrischilles asked if there an area in the building that has been set aside for scooter and bicycle parking. Savoy confirmed there is bicycle parking in the center of the first-floor plan. For scooters there are two parking spaces at the entrance of the building and those two parking spaces could either be two full spaces or six scooter spaces, depending on the need. Chrischilles asked if those six spaces are the only provision for scooter spaces in this plan and Savoy replied that only up to 10% are allowed per Code, so that would be six spaces. Carlson asked about the three parking spaces on the first level, where are those and would they have to back out into the alleyway. Savoy stated there's one space in which that would be the case, it's labeled the manager space on the plan, from the alley they would pull directly into that manager space. They are also considering the idea of incorporating a shared Zipcar concept in which the students would be able to rent out a shared car that could be in that space. Then there are two spaces at the entrance of the ramp after entering the overhead door and the property where one could take a left and park in either of those two spaces. They are also considering those as potential scooter spaces. Lehmann stated that with the scooter spaces, even though it would be six spaces it still counts as two because two parking spaces can be converted to six scooter spaces. Board of Adjustment August 11, 2021 Page 17 of 25 Carlson asked if a car parked in there could turn around and leave the building going forward. Savoy said the two spaces labeled scooter spaces may be able to back up and leave the building going forward. The space labeled manager space would have to back up into the alley. Carlson asked if these parking spaces will be used possibly for the people who work in the retail space or are involved in the leasing space rather than the apartments above. Savoy agreed that is true depending on the retailer involved and how many spaces they need so they may sanction a certain number of spaces within the building for them, depending on what they need. Carlson asked if they are asking for a 50% reduction of parking spaces for the residential area and if those three spaces are included in the 50%, because if so, then the reduction will be a tad bit over 50%. Savoy confirmed that is correct, however no spaces are required for retail. Lehmann confirmed no spaces are required for retail. Carlson noted the applicant talked about making spaces available as a nice gesture for the retail space but if they are asking for a 50% reduction of parking spaces, and then three of the spaces are not going to the residential area, then instead of 25%, it'd be like 24.9%. Savoy said they have not settled on any number of parking spaces for the retail at this point but would be happy to take a condition to make it zero, if that's a decision point. Russo asked how many staff members they will employ and where will they park. Savoy noted likely between six and eight staff members. They have one space labeled manager space, so one of the managers would park on site and the rest of the employees would park off site. They do have other community assistants that would be residents in the building, and they would either park in the building if they choose to rent a space or park off site if they choose to store their car in one of the university lots. Russo noted these parking spots will not be first come first serve, they will be leased. Savoy confirmed that is correct. Chrischilles asked if there is any cap on the number of occupants per unit. Savoy noted at this point they are not proposing double occupancy beds, which is when there are two beds per bedroom, right now it's only one bed per bedroom. They will have 270 residents in 229 units because there are 41 2-bedroom units and all the rest are one resident per unit. He stated there would only be 270 residents max, and their average occupancy is around 95% which would be 255 expected residents. Karen Kubby (Co-owner Beadology Iowa, 220-222 East Washington Street) is happy those buildings [220-222 E. Washington Street] are going to stay standing as she was trying to figure out how to save the buildings and her business at the same time. She has a question about the appearance of a setback on the Washington Street and Linn Street facades. Maybe it's just a visual thing, because it's a change from brick to whatever the facade is, but it appears to be maybe 10 inches and she questions what is that setback from the outside of the facade to the tower. The appearance of setback is important to her as she has not been in favor of some of the larger projects in downtown Iowa City in the past because they haven't understood the Board of Adjustment August 11, 2021 Page 18 of 25 context in which these buildings will be placed. So part of her support for this project is that it understands the context of downtown Iowa City. Not only is the use unique in terms of criteria, but this lot is unique, and she has always thought that parking is just not the best use of space in downtown Iowa City. Even though it would negatively impact her business to have this lot under construction for 24 months. For activity downtown and on Washington Street, currently the storefronts, Discerning Eye and Beadology Iowa, that have any ins and outs, so foot traffic, on Washington Street, and the ability to be successful as a retailer there is harder than on the other side of Washington Street. Adding more retail space will create more foot traffic and in and out, that makes any retailer in those three spaces more successful. Kubby added for the public record, even though she said it in her letter in support of this project, that she is currently needing to leave to 220-222 East Washington Street because of a new landlord and circumstances that aren't tenable for her to remain. While she is not sure she can move again in two years into this new property, she is going to keep in contact with CA Ventures about that, because Washington Street is a great place for Beadology Iowa, it's been their home for 15 years. They are a 35-year heritage business family owned in downtown Iowa City. Kubby thinks it's important for people to know that she does have that interest in seeing this project go but also a greater community interest to make sure it's good for downtown. Her personal interests are not always the most important for her because she is going to land somewhere else and may or may not move back to Washington Street. This lot is unique because it's on the corner and because it's kind of small and no matter what development is proposed here, it's going to need a special exception for parking, whether it's an eight-story building or 13-story building, because of the water table issues. Kubby also wanted to note that the reason the drive-thru building was a part of that historic record is because when they looked at doing the application for a Historic District downtown, they wanted the Ped Mall to be included, which meant it had to be things at least 50 years old. So compared to 220, 222 and 218, which are 1883 buildings the historic asset is much different with those buildings than it is for the drive-thru building and if those are maintained this lot will never be developed and it will remain a surface parking lot which is not the best use of downtown property. Pretorius asked if staff has information on the setback question. Lehmann noted the architect should but staff's interpretation was it is minimal enough where it's a negligible stepback on the south and east sides for that tower when looking at the concept that was provided. Savoy stated there are typically only four to six inches between the brick and panel walls, but there are places in the facade that are stepped back by 30 inches. If they look at the roofline, they can tell there are two areas stepped back in that way to provide relief. One area along Washington Street is step backed in that way, and the elevator shaft is about five feet taller than the rest of the building, but it is set back 18 inches as well, to provide that depth of the façade. Maggie Elliott noted she is in favor but has a question if the Board of Adjustment has the power to condition their approval. For instance, could they say that they require the design to be reviewed by the Historic Preservation Commission to ensure it's consistent with the existing fabric of downtown. Dulek stated any conditions placed would have to be tied to one of the standards. Board of Adjustment August 11, 2021 Page 19 of 25 No further members of the public wished to speak but the Board had additional questions. Carlson asked about the alleyway and if cars are coming out on the alleyway what is the impact of this traffic on Studio 13 or whatever bar has an entrance on the alleyway that will be almost directly across from where people go in and out of this building. Lehmann replied that staff’s consideration of traffic impacts on the alleyway was peak hours versus the use of businesses that are on the alley and those probably aren't going to line up in staff’s opinion. There will be congestion in the alleyway, but alleys are intended for the use of different vehicles rather than pedestrian access typically. As far as getting out from the alley into the street, they're going to have to yield to traffic and abide by the rules of the road. Carlson is concerned about pedestrians exiting that bar and the traffic that might be involved there. Carlson asked what the City’s responsibility is as far as alleyways go and making them safe. She is concerned about ice removal, pedestrian versus vehicle traffic. Lehmann replied it depends on the alley, the City does not clear ice in downtown alleys. Savoy noted the building will have on site staff and management, including an engineer, and they typically perform snow removal around the boundaries of their buildings and that would include that leg of the alley as well to allow for easy access to their parking. Carlson stated one of her concerns was that one of the cars would back out into the alleyway and the Code states a pedestrian needs 10 feet to see the vehicle, but that's not possible in this situation and how will they deal with this type of situation. Staff mentioned putting in a convex mirror to help see if there's any traffic but she is concerned about people exiting that bar. Lehmann clarified staff’s concern regarding the convex mirror is where the alley exits by the sidewalk, which is where the majority of pedestrian traffic would go. As far as use of the alley by pedestrians, there can be backup parking in alleys, and yes this alley has more pedestrians than others due to the businesses, but staff’s opinion was that was not a major concern. Carlson noted the City allowed that bar to be put in there, Kading wrote a letter about this, about his concern about the impact of this structure on his property across the alleyway. Russo noted Bob Miklo refers to payment in lieu of parking and how does that come into play here. Lehmann stated there are multiple different routes that parking reductions can occur. Staff and the applicant explored a fee in lieu parking but because of the presence of the drive- thru building listed on the National Historic Register, they can't demolish that property and use the fee in the parking. Russo thought the drive-thru is not listed. Lehmann stated it is listed as a contributing structure that is part of a National Historic District. Since the fee in lieu did not appear to be a viable option, given the characteristics of the site, the applicant applied through the unique circumstances provision rather than the fee in lieu of parking provisio. Russo also noted Mr. Miklo also refers to the fact that in many buildings downtown there was a reduction in parking requirements. Was there an existing reduction in parking requirements for many of the residential structures downtown and this is a step further? Lehmann stated Mr. Miklo was referring to lower minimum parking standards in zones that are typically used downtown, whereas further from downtown, those minimum standards increase. So his interpretation was that because there are lower minimum standards downtown already, this Board of Adjustment August 11, 2021 Page 20 of 25 constitutes a further decrease. As staff evaluates it, though, they look at the Code that currently exists and the criteria and that's how they made their analysis. Pretorius asked what year the comprehensive plan was adopted. Lehmann believes the Downtown and Riverfront Crossings Plan was in 2013. The plan has been subsequently updated a couple times. Pretorius closed the public hearing. Pretorius asked for a motion so the Board could open discussion. Parker moved for approval EXC21-0009, an application submitted by Axiom Consultants requesting a special exception to allow a 50 percent parking reduction for other unique circumstances to construct a new mixed-use building at 21 S. Linn Street. Chrischilles seconded the motion. Russo has a list of questions and the primary one is how the building became 13 stories. It is his understanding that zoning has to be based on something and it's based on the Comprehensive Plan which is the accumulation and collaboration of a lot of study and thought and forward thinking etc. and if this is completely arbitrary, then he finds this body at a complete loss on what to base their recommendations or judgments on. The Comprehensive Plan, or at least the Downtown District Plan, states that any new development tie into the existing atmosphere. The Plan suggests nine stories with a tower separated from the base and now suddenly this is neither, it is 13 stories and no distinct stepback. Parker noted they don’t need a stepback in the CB-10 zone. Russo states the Riverfront Crossings Plan made a drawing and recommends that it be based on that. Parker replied that’s the Plan, it’s not Code. Russo acknowledges it's not law, but any variation from that jeopardizes the Plan. Parker stated it will still have to go through City Council and Planning and Zoning. Chrischilles stated this will not go to Council or Planning and Zoning. Russo stated he is not disputing the benefits, but he’d like to see it finessed a little more and one of the ways to finesse it might be to conform it to the recommended Comprehensive Plan requirement suggestion of nine floors. He thinks 13 floors is a lot for that corner. Russo’s next question is the need, this development is in the premiere real estate of Iowa City so why does the City need to offer incentives to developers. Why give the further reduction to the parking requirement if it's already reduced. Where will the excess parking occur. It’d be interesting to know, for instance, these large structures like The Rise, on South Linn Street, there's not a parking spot available on the entire street past the metered spots, and who's to say that those aren’t customers of The Rise. So where will the parking from this development go. They know that students have cars, they have to go to Target and home. Board of Adjustment August 11, 2021 Page 21 of 25 Russo’s last concern is with this structure and the introduction of 229 or 250 people downtown is the City making any allowance or increasing green space for this increased density. Dulek reminded the Board to keep in mind the standards of the special exception and whether any of these standards have or have not been met. If there's a particular standard they feel is problematic, she advises them to speak to that. Carlson would like to speak to number six of the specific standard 14-5A-4F, where it can be demonstrated that a specific use has unique characteristics, such that the number of parking or stacking spaces required is excessive or reduce the ability to use or occupy a historic property in a manner that will preserve or protect the history. When the Tailwind project was done, they did get a 50% reduction, but she broke this down because these units have different amounts of bedrooms but The Tailwind has a 0.27 spaces per bedroom. That is the lowest one before this project but part of the reason they got that was because they were attempting to protect the facade of the buildings on the Ped Mall, so there was a distinct reason for that reduction, so she went along with it. For this project, it will be 0.25 spaces per bedroom so is the goal to see how far down they can go on the amount of parking spaces per bed. When they did the parking thing back in the 90’s they took into consideration that these apartments or these units downtown would be inhabited by a wide variety of people and the parking would not cover everything, but it would cover a large amount. Now these people, especially with students, are saying they’re a special group and therefore should get special privileges. Carlson feels in doing that are they negating the zoning law that was set up and was agreed upon by a number of people. Are they ending up doing a type of spot zoning and participating in a run-around of the parking requirements? She feels uncomfortable constantly giving a deduction in parking because someone comes and asks for it and says that they are this special group of people that do not need all this parking. She would like to see it go before the City Council and the Planning and Zoning Commission and discuss this overall rather than having this done case-by-case. Carlson’s other concern is the people who ask for these major deductions, the Board of Adjustment is supposed to do special exceptions, that means not very often, and she would assume that means it's tweaking a small problem. This parking reduction is the second one since she’s been on the Board that they have dealt with and these are not little tweaks, these are big tweaks, and is that the purpose of this Board of Adjustment. Dulek stated the purpose of the Board of Adjustment is to review the standards set forth by the City Council and determine whether the applicant has met them. That's the purview, they need to look at the standards, both the specific and the general and see whether the applicant has met them or not. That's the purpose. Carlson then questions whether this has unique characteristics. Number six asks if there are unique characteristics that the number of spaces required is excessive. (Lehmann clarified that is number seven, there was an error in the staff report, the citation is 14-5A-4-F7.) Chrischilles stated first, he’d like to say that he is not opposed to redevelopment on this site but as he was reviewing this he was having trouble consolidating his problems with it. He agrees Board of Adjustment August 11, 2021 Page 22 of 25 with Carlson regarding that standard about uniqueness. He doesn’t think this project establishes uniqueness. It's a residential building for students, that's not unique. The other standard that he doesn’t think is fully met is General Standard 2, the specific proposed exception will not be injurious to the use and enjoyment of other property in the immediate vicinity. Chrischilles thinks it is injurious to the Yacht Club and to Studio 13. He has a problem with the use of the alley as the main in and out to this building. He doesn’t know how else they can do it but it’s too much congestion in an inadequate space. So those two things are the main things he was having trouble consolidating in his thoughts. Then the Board got this late letter from Robert Miklo, who obviously is more qualified than any of us on the Board to analyze this problem, or this consideration, and Chrischilles thinks that the things Mr. Miklo brings out are valid points that they can use to tweak this proposal. Again, he is not opposed to developing a residential building on this site, they need something to go there, but the proposal is too big. As Mr. Miklo suggests, the City should consider a Code Amendment to 14-5A-4-F6 to allow the redevelopment of properties containing National Register Buildings, which would then allow them to tear down the bank building and also allow them to collect parking fees. Chrischilles thinks if they’re giving somebody an exemption from a requirement, they should pay for it. If City Council agrees a Code Amendment should be granted, then Chrischilles would suggest the project as proposed is not in line with the Comprehensive Plan and nine stories with a setback to four stories would be much more agreeable in terms of visual and density to the to the area. Chrischilles’ suggestion is that is that they send this back to Council to get that amendment and then the developer comes back with a redesigned building that more closely is in line with the Comprehensive Plan and it can be approved. Parker stated he is for the project just from the stance that student housing will not use parking as dense as we typically are used to. As a member who bicycled here, he asks how everyone got to this meeting and if they live in the downtown area, and use a car, then they are contributing to limited parking. But those that do not park, do not use those facilities, use public transportation to get around downtown. It is unique and the standard, as told by staff, meets these standards and he thinks they should go forward to the project. Pretorius tends to agree that student housing is unique and if student housing isn't unique, she asks the other Board members to tell her what would be unique in their minds. They have only the information that's been given to them, and they’ve been given a US Census study that says around 51% of people living in these areas travel by vehicle. Regarding the alley access, any building that goes here someday will have to use that alley in some form. This building will have only 67 parking spaces, if each vehicle exited and entered the building each day, that's around 134 ins and outs and that might take only a minute each time and there's over 1500 minutes in a day. So yes, it will be happening but it will be for a super minority of the minutes of the day. Also the hours of operations of the businesses, the Yacht Club and Studio 13, the hours of those establishments are very unique, they're late and may not actually run into the hours that people may be coming in and out of this building. Pretorius also commented on the Comprehensive Plan from 2011, it has already had multiple revisions and the reason it has had multiple revisions is because things have changed since 2011 and ideas may not make sense anymore. Also, from working with Mr. Miklo historically she has noticed knee jerk reactions related to density specifically. She understands this project compared to the renderings of what Board of Adjustment August 11, 2021 Page 23 of 25 they expected these properties to one day be developed to look like can change and could be disheartening to some degree, so there might be a little bit of an emotional attachment to that specific concern. She also agrees with Parker that they do need to consider how things are changing with regards to vehicles. It's generation by generation and is changing. Vehicles are becoming electric, they're becoming automated, Uber service completely changed the industry regarding different kinds of transit. Public transit is fantastic in this area, and they just always need to be considerate of what are the studies and the science, the information being provided and actual information versus what they have been used to historically. Pretorius acknowledged many valid concerns and points have been made tonight by all Board members. Parker agreed with Pretorius on automation and vehicles, wondering how many people are going to have a license in 10 years, the current generation getting out of high school are not getting their licenses as quickly. They need to be thinking about the next generation as they put this to a vote. He knows historically, there is a gap in their ages, but if they come together, if they vote on something that will contribute to downtown Iowa City, and not the suburbs, he thinks they will make Iowa City more livable and more pedestrian friendly. They don’t want to stare at a surface lot for another 25-30 years, but that is not up for vote today, it's making the City more livable in the area that they have. Pretorius admitted she had the same feeling too and was originally taken back by the lesser amount of commercial space on the first floor, always hoping for more stores and businesses to visit when she comes downtown. But then again, the last two years have taught her that brick and mortar stores are dangerous to some degree, and she wouldn't expect somebody who's getting ready to build a brand-new building to build a bunch of commercial space and offices as so many have recently shut down and are currently vacant downtown. She loves the idea that there is some space essentially reserved for some commercial space and hopefully that is in fact what goes there. Chrischilles reiterated he is not opposed to redevelopment of this property and thinks it will happen and he thinks it's a good idea. He is not opposed to the residential use but does think that the project, as it is now, is excessive. He would like the Board to consider his comments about sending this back to Council for two reasons, one to get another set of eyes on this and two to see if they think the Code should be amended, such that the bank building can be demolished with the application of parking fees. He doesn’t think that this should be a freebie. He also thinks as part of that compromise they should just ask the developer to come back with something closer to the Comprehensive Plan because according to Mr. Miklo, whose opinion Chrischilles’ would value because he's experienced, sticking closer to the Plan would result in a better looking building on that corner. Dulek clarified there's no compromise. Chrischilles stated compromise is voting against it. Carlson stated she too is not against seeing this site redeveloped, it has been an eyesore for as long as she has been in Iowa City, and it is not useful and doesn't generate as much money as it could if something else was there. Getting rid of all the curb cuts would be a wonderful Board of Adjustment August 11, 2021 Page 24 of 25 addition, and having a building there, would make it more conducive to walking. She is not against redevelopment; she just doesn’t believe that this particular structure right now works. Parker reminded the Board that's not what they are voting on, they are voting on whether staff has presented the material to fit the criteria. Carlson does not believe that they have. She does not believe that this building has enough unique characteristics to allow it to have the parking deduction that it's asking for. Russo also has reservations about the uniqueness of the site and there is verbiage that states something about the historic value of the site. The fact this project is going to take out that drive- thru, is there really a qualifying historic value to the site that kicks in this applicable Code. He would be much more comfortable with the project closer to the suggestions found in the guidelines of the Comprehensive Plan. A vote was taken and the motion was denied 2-3 (Parker and Pretorius assenting; Carlson, Chrischilles and Russo dissenting). Pretorius stated the motion declared denied, any person who wishes to appeal this decision to a court of record may do so within 30 days after this decision is filed with the City Clerk’s Office. CONSIDER THE JULY 14, 2021 MINUTES: Russo moved to approve the minutes of July 14, 2021. A vote was taken and the motion carried 4-0 (Chrischilles abstained). BOARD ANNOUNCEMENTS: Lehmann noted now that the meetings are in person, if someone is not able to attend, he will need to talk with communications about what remote options there are. Parker will not be able to attend starting with the next meeting and will need to request an accommodation. Lehmann acknowledged they had some issues with the online packet so he will continue to try and email those and hopefully that'll work better than the new online system. He may try to use Dropbox at some point, which should allow larger transfers and larger PDF documents. ADJOURNMENT: Carlson moved to adjourn this meeting, Chrischilles seconded, a vote was taken and all approved. Board of Adjustment August 11, 2021 Page 25 of 25 BOARD OF ADJUSTMENT ATTENDANCE RECORD 2021 NAME TERM EXP. 7/14 8/11 CHRISCHILLES, GENE 12/31/2022 O/E X PARKER, BRYCE 12/31/2024 X X PRETORIUS, AMY 12/31/2023 X X CARLSON, NANCY 12/31/2025 X X RUSSO, MARK 12/31/2021 X X Key: X = Present O = Absent O/E = Absent/Excused -- -- = Not a Member