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Home My WebLink About2023-02-21 ResolutionItem Number: 7.b. CITY OF IOWA CITY �--'°�'�� COUNCIL ACTION REPORT February 21, 2023 Resolution amending budgeted positions in the Engineering Division of the Public Works Department by deleting one full-time Special Projects Administrator position and adding one full-time Senior Engineer position. Prepared By: Jason Havel, City Engineer Reviewed By: Ron Knoche, Public Works Director Geoff Fruin, City Manager Fiscal Impact: None Staff Recommendation: Approval Commission Recommendations: N/A Attachments: Resolution Executive Summary: The Engineering Division currently has a vacant Special Projects Administrator position. After evaluating the priorities and duties of the Division, staff has determined a Senior Engineer would better serve the needs of the Division, Public Works Department and the City. Staff is seeking approval to eliminate a Special Projects Administrator position and add a Senior Engineer position. Background / Analysis: Within the Engineering Division, an existing Special Projects Administrator position is currently vacant. As part of the process to refill this position, the needs and priorities of the Division were evaluated and reassessed, and it was determined a Senior Engineer position better reflects the current and anticipated workload for the Division. Current staff positions within the Engineering Division include two Special Project Administrators. In the past, Special Project positions were full-time temporary positions focused on specific "one-time" projects, such as construction of the new library, new water plant, wastewater plant consolidation and others. More recently, with increases in the overall workload of the Engineering Division, these positions have transitioned to permanent full-time positions and have become involved with a wider range of projects. Transitioning the vacant Special Projects Administrator position to a Senior Engineer position better reflects the current and anticipated workload for the Division. Replacement of a Special Projects Administrator position with a Senior Engineer position is not expected to result in a pay and benefits change, as both positions are included in grade 29 of the Administrative/Confidential pay plan. 1 , 6 Prepared by: Jason Havel, City Engineer, 410 E. Washington St, Iowa City, IA 52240 (319) 356-5410 Resolution number 23-40 Resolution amending budgeted positions in the Engineering Division of the Public Works Department by deleting one full-time Special Projects Administrator position and adding one full-time Senior Engineer position. Whereas, Resolution No. 22-76, adopted by the City Council on March 22, 2022, authorized budgeted positions in the Public Works Department for FY23; and Whereas, the Engineering Division has one full-time Special Projects Administrator position vacant; and Whereas, after evaluating staff workloads and anticipated project commitments for the Engineering Division, a Senior Engineer position is recommended to better manage capital improvement and other public improvement projects; and Now, Therefore, be it resolved by the City Council of the City of Iowa City, Iowa that: The budgeted positions in the Engineering Division of the Public Works Department be amended by: a. Deleting one full-time Special Projects Administrator position, Administrative/Confidential pay plan grade 29. b. Adding one full-time Senior Engineer position, Administrative/Confidential pay plan grade 29. Passed and approved this 21st day of February 2023. LY4 - _� 77�� _ � r ro Tem Approved b/y J Attest: V G City Clerk City Att ney's Office (Jennifer Schwickerath - 02/16/2023) It was moved by Dunn and seconded by Taylor the Resolution be adopted, and upon roll call there were: Ayes: x x Nays: Absent: Alter Bergus Dunn Harmsen Taylor x Teague Thomas Item Number: 7.c. CITY OF IOWA CITY �--'°�'�� COUNCIL ACTION REPORT February 21, 2023 Resolution approving an agreement with the Downtown District to allow the sale and possession of beer and wine during the Block Party. Prepared By: Reviewed By: Fiscal Impact: Staff Recommendation: Commission Recommendations: Attachments: Resolution Agreement Susan Dulek, First Ass't. City Attorney Rachel Kilburg, Ass't. City Manager none Approval N/A Executive Summary: Under the City Code, the City may enter into an agreement allowing a non-profit to sell alcohol on City streets and sidewalks and their customers/patrons to possess alcohol in limited circumstances. This resolution approves the agreement with the Downtown District allowing the sale and possession of beer and wine during the June 24 Block Party. The agreement, which is attached to the resolution, is substantially similar to the 2022 agreement. Prepared by: Susan Dulek, First Asst. City Attorney, 410 E. Washington St., Iowa City, IA 52240 (319) 356-5030 Resolution No. 23-41 Resolution approving an agreement with the Downtown District to allow the sale and possession of beer and wine during the Block Party. Whereas, section 4-5-3D of the City Code allows private entities to sell and their customers to consume and possess alcohol in a city park and on public right-of-way under limited circumstances; and Whereas, Downtown District would like to be able to sell beer and wine in a demarcated area on City streets during the Block Party this summer; and Whereas, it is in the City of Iowa City's interest to execute the attached agreement. Now, therefore, be it resolved by the City Council of the City of Iowa City, Iowa, that: The City Manager is authorized to sign the attached agreement and any needed amendments. Passed and approved this 21st day of February , 2023. Attest: -,-), - CI y Clerk May r P em Approved by: City Attorne ' O ice (Sue Dulek — 02/10/2023) Resolution No. 21-41 Page 2 It was moved by Dunn and seconded by Taylor The Resolution be adopted, and upon roll call there were: Ayes: Nays X X X X X x_ Absent Alter Bergus Dunn Harmsen Taylor g Teague Thomas Drafted by: Susan Dulek, Ass't. City Attorney, 410 E. Washington St., Iowa City, IA 52240;319/356-5030 2023 AGREEMENT BETWEEN THE CITY OF IOWA CITY AND IOWA CITY DOWNTOWN SELF - SUPPORTED MUNICIPAL IMPROVEMENT DISTRICT TO ALLOW THE TEMPORARY AND LIMITED SALE, CONSUMPTION, AND POSSESSION OF BEER AND WINE DURING THE BLOCK PARTY This Agreement is made between Iowa City Downtown Self Supported Municipal Improvement District, d/b/a Iowa City Downtown District ("District") and the City of Iowa City, a municipal corporation ("City"), in Iowa City, Iowa. WHEREAS, District is an "authorized entity" as that term is defined in section 4-5-3D of the City Code; WHEREAS, District has applied for a license to sell beer and wine during the Block Party; and WHEREAS, the parties wish to enter into an agreement to allow District to sell beer and wine and to allow persons to possess and consume beer and wine under limited circumstances on downtown City streets. THE PARTIES THEREFORE AGREE AS FOLLOWS: 1. Authorized Site. In consideration for District's promises herein, the City agrees to allow District control from 4:00 pm to 11:00 pm on June 24, 2023 an area as shown on the diagram which is attached, marked Exhibit A, and incorporated herein ("Block Party authorized site" or "authorized site") for purposes set forth herein. District must allow members of the public not participating in the event to walk through the authorized site on the sidewalk. 2. Term. This agreement shall be in effect only on June 24, 2023 for the Block Party. 3. Access. District shall take all reasonable steps to ensure that only persons over twenty-one (21) years of age have access to beer and wine. Said reasonable steps include, but are not limited to, ensuring that: a) all persons over twenty-one (21) years of age shall be provided a wrist band and an approved container upon purchase of beer or wine; and b) no one may possess an open container of beer or wine unless it is in an approved container and the person is wearing a wrist band. Approved container means a glass or cup that is approved by the City prior to the event. If the District observes anyone in possession of an open container of beer or wine (or any type of alcohol) that is not in an approved container or anyone in possession of an approved container with beer or wine who does not have a wrist band, the District shall immediately request that the person pour out the liquid. If the person refuses to do so, the District shall immediately contact the Iowa City Police Department. 4. License. This agreement is void if District does not have a license to sell beer and wine on the Block Party authorized site on June 24, 2023. 5. Sale of Beer/Wine and Alcohol Restrictions. District shall only sell beer and wine to a person who is over twenty-one (21) years of age. District acknowledges that the authorized sites are subject to all applicable alcohol restrictions in the City Code. 6. Advertisement. District shall not, nor shall it allow anyone to, erect or place any sign or other matter advertising any brand of alcoholic liquor, beer, or wine upon the authorized site with the exception that signage may be placed on the interior and exterior tent walls. Sponsorship signage unrelated to businesses selling alcohol, beer, wine, or tobacco will be allowed. 7. Inspection. City staff, including the Iowa City Police Department, may periodically inspect the authorized sites without any prior notice to determine compliance with the terms of this agreement. 8. Debris and Trash. District shall be solely responsible for collecting all debris and trash from the authorized sites, and the City shall then remove the debris and trash. If District fails to do so and if City staff has to collect the debris and trash from the authorized sites, District may be responsible for the cost incurred by the City, including staff time, and shall pay the costs in full within thirty (30) days of receiving an invoice. 9. No Smoking. Smoking is prohibited by City Code in City Plaza, aka the ped mall, but not in the alleys. Smoking is also prohibited by City Code on the sidewalk to the east of the Iowa City Public Library. The use of electronic cigarettes is also prohibited in these two areas. Electronic cigarette means vapor product as defined in Section 453A.1 of the Code of Iowa, as amended. 10. Temi2orary Toilet Facilities and Hand Washing Stations. District shall provide at its sole cost thirty (30) temporary toilet facilities in the seven (7) locations shown on Exhibit A, including one (1) that is handicap accessible in five (5) locations. District shall further provide at its sole cost two (2) hand washing stations adjacent to the facilities unless the facilities themselves are equipped with hand washing stations. 11. Anchoring and Drilling. District shall not drill any holes into the pavement or the sidewalk and shall not anchor a tent tie down or pole to the pavement or the sidewalk. 12. Fencing. The authorized site shall be enclosed by fencing as approved by the City. 13. SecuritV. District shall reimburse the City for the costs of an agreed upon number of officers at $75.00 per hour per officer from 4:00 pm to 11:00 pm on June 24, 2023 for the Block Party. District acknowledges the City's preference is for ten (10) officers to be present, but the number of officers available is dependent on staffing demands at the time of the Block Party. Payment is due within thirty (30) days of receipt of an invoice. 14. Insurance. a) Premises Insurance. On June 24, 2023, District shall carry comprehensive general liability insurance for bodily injury and property damage on the authorized site in the amount of $1,000,000 (one million dollars) for each occurrence and $2,000,000 (two million dollars) in the aggregate and shall name the City as an additional insured. District shall furnish a copy of a certificate of insurance for same, satisfactory to the City at the time of execution of this agreement. District shall notify the City 1 week before cancellation of said insurance, and said cancellation shall automatically terminate this Agreement. b) Dram Shop Insurance. On June 24, 2023, District shall carry "dram shop" insurance in compliance with Iowa Code section 123.92, as amended, in the amount of $1,000,000 (one million dollars). District shall provide 1 week notice to the City before cancellation of said insurance, and said cancellation shall automatically terminate this Agreement. c) Governmental Immunities Endorsement. District shall obtain a governmental immunities endorsement that meets the requirements set forth on Exhibit B, which is attached and incorporated herein. 15. Indemnification. District shall pay on behalf of the City all sums which the City shall be obligated to pay by reason of any liability imposed upon the City for damages of any kind resulting from the use of the authorized sight or sale, consumption, or possession of beer on the authorized site, whether sustained by any person or person, caused by accident or otherwise and shall defend at its own expense and on behalf of the City, its officers, employees and agents any claim against the City, its officers, employees, and agents arising out of the use of the authorized site or sale, consumption, or possession of beer on the authorized site. 16. Non -Discrimination. District shall not discriminate against any person in employment or public accommodation because of race, religion, color, creed, gender identity, sex, national origin, sexual orientation, mental or physical disability, marital status or age. "Employment' shall include but not be limited to hiring, accepting, registering, classifying, promoting, or referring to employment. "Public accommodation" shall include but not be limited to providing goods, services, facilities, privileges and advantages to the public. 17. Termination. The City may terminate this agreement upon written notice for violation of any provision of this agreement. 18. Assignment and Subletting. District shall not assign or sublet this agreement without prior written approval of the City. 19. Entire Agreement. This constitutes the whole agreement between the parties, and may be modified in writing only, duly signed by the parties. Dated, this 21st day of February , 2023. IOWA CITY AND IOWA CITY DOWNTOWN SELF -SUPPORTED MUNICIPAL IMPROVEMENT DISTRICT By: Nancy Bird, Executive Director THE CITY OF IOWA Cl Approved eoff F n, City IManagger City Attorney's Office EXHIBIT -4 N Downtown Block Party June 24, 2023 w" E Set up begins at 4am, Activities will begin at 12pm, Full event begins at 4pm with open container- events ends at 11 pm. The event area will be within the black line. Open container and the liquor license will cover this area. There will be 7 locations for portable toilets with a minimum of 40 in total, including ADA accessible locations. In addition, all of the restaurants and bars will allow their gton restrooms to be used. Iowa Ave, Clinton St, Dubuque St, Linn St & Washington St as shown will be entirely closed to traffic Access areas are identified by the blue ambulance icon Contact: Betsy Potter: 319-331-9557 E%q"hNy:onSA ,4Y�nzhingtaaSr ESYa:h3ttiwM19 sw N N t' c7 � V. Ott;-. gle • . ..,-.- EXHIBIT B Governmental Immunities Endorsement 1. Non -waiver of Government Immunity. The insurance carrier expressly agrees and states that the purchase of this policy and the including of the City of Iowa City, Iowa as Additional Insured does not waive any of the defenses of governmental immunity available to the City of Iowa City, Iowa, under Code of Iowa Section 670.4 as it now exists and as it may be amended from time to time. 2. Claims Coverage. The insurance carrier further agrees that this policy of insurance shall cover only those claims not subject to the defense of governmental immunity under the Code of Iowa Section 670.4 as it now exists and as it may be amended from time to time. Those claims not subject to Code of Iowa Section 670.4 shall be covered by the terms and conditions of this insurance policy. 3. Assertion of Government Immunity. The City of Iowa City, Iowa shall be responsible for asserting any defense of governmental immunity, and may do so at any time and shall do so upon the timely written request of the insurance carrier. Nothing contained in this endorsement shall prevent the carrier from asserting the defense of governmental immunity on behalf of the City of Iowa City. 4. Non -Denial of Coverage. The insurance carrier shall not deny coverage under this policy and the insurance carrier shall not deny any of the rights and benefits accruing to the City of Iowa City, Iowa under this policy for reasons of governmental immunity unless and until a court of competent jurisdiction has ruled in favor of the defense(s) of governmental immunity asserted by the City of Iowa City, Iowa. 5. No Other Change in Policy. The insurance carrier, the City of Iowa City, Iowa, agree that the above preservation of governmental immunities shall not otherwise change or alter the coverage available under the policy. Item Number: 7.d. CITY OF IOWA CITY �--'°�'�� COUNCIL ACTION REPORT February 21, 2023 Resolution approving an agreement with Iowa City Downtown District to allow for the consumption and possession of alcohol on a portion of the 200 block of N. Linn Street. Prepared By: Reviewed By: Fiscal Impact: Staff Recommendation: Commission Recommendations: Attachments: Resolution Agreement Susan Dulek, First Ass't. City Attorney Rachel Kilburg, Ass't. City Manager none Approval N/A Executive Summary: Under the City Code, the City may enter into an agreement with a non-profit that allows persons to possess alcohol on City streets and sidewalks under limited circumstances. This resolution approves an agreement with the Downtown District allowing the possession of alcohol in the 200 block of N. Linn St. from May 1 to Nov. 1. The agreement which is attached to the resolution, is substantially similar to the 2022 agreement except it allows for liquor as well as wine and beer at the District's request. City staff has no objection to allowing liquor on a trial basis, and the agreement allows the City to revert to beer and wine only if there are public safety issues. Prepared by: Susan Dulek, First Asst. City Attorney, 410 E. Washington St., Iowa City, IA 52240 (319) 356-5030 Resolution No. 23-42 Resolution approving an agreement with Iowa City Downtown District to allow for the consumption and possession of alcohol on a portion of the 200 block of N. Linn Street. Whereas, section 4-5-3D of the City Code allows nonprofit corporations by agreement to have control over a portion of the public right-of-way or a park under limited circumstances for the purpose of possessing, consuming and selling alcohol; and Whereas, the Iowa City Downtown District would like to be able to have control over a portion of the 200 block of N. Linn Street from May 1, 2023 to November 1, 2023 in order for patrons of adjacent establishments to possess and consume alcohol in a demarcated area; and Whereas, it is in the City of Iowa City's interest to execute the attached agreement. Now, therefore, be it resolved by the City Council of the City of Iowa City, Iowa, that: The City Manager is authorized to sign the attached agreement and any needed amendments Passed and approved this 21st day of February , 2023. *yem Approved by: Attest: V �1 Cit ^Clerk City Attor ey Office (Sue Du ek - 02/10/2023) Resolution No. 23-47 Page 2 It was moved by Dunn and seconded by Taylor — The Resolution be adopted, and upon roll call there were: Ayes: Nays: Absent X Alter X Bergus g Dunn Harmsen _X g Taylor g Teague x_ Thomas Drafted by: Susan Dulek, Ass't. City Attorney, 410 E. Washington St., Iowa City, IA 52240;319/356-5030 2023 AGREEMENT BETWEEN THE CITY OF IOWA CITY AND IOWA CITY DOWNTOWN SELF - SUPPORTED MUNICIPAL IMPROVEMENT DISTRICT TO ALLOW THE CONSUMPTION AND POSSESSION OF ALCOHOL IN THE 200 BLOCK OF N. LINN STREET This Agreement is made between Iowa City Downtown Self Supported Municipal Improvement District, d/b/a Iowa City Downtown District ("District") and the City of Iowa City, a municipal corporation ("City"), in Iowa City, Iowa. WHEREAS, District is an "authorized entity" as that term is defined in section 4-5-3D of the City Code; and WHEREAS, District has applied for an alcohol license for the 200 block of N. Linn Street from May 1, 2023 to November 1, 2023; and WHEREAS, the parties wish to enter into an agreement to allow persons to possess and consume alcohol under limited circumstances on the 200 block of N. Linn Street. THE PARTIES THEREFORE AGREE AS FOLLOWS: Authorized Site. In consideration for District's promises herein, the City agrees to allow District control over the area in the 200 block of N. Linn St. as shown on the diagram which is attached, marked Exhibit A, and incorporated herein ("authorized site") during the term of this Agreement. Alcohol may be possessed and consumed on the authorized site only from 10:00 am to 11:59 pm. District must allow members of the public unobstructed use and access to the authorized site at all times. 2. Term. This agreement shall be in effect from May 1, 2023 at 10:00 am to October 31, 2023 at 11:59 pm. 3. License. This agreement is void if District does not have an alcohol license. 4. Li uor. Liquor may be possessed or consumed on the authorized site along with wine and beer. Should the availability of liquor create safety concerns to the public, as solely determined by the City, the City may notify District that only wine and beer may be possessed or consumed on the authorized site and that liquor is no longer allowed on the authorized site. 5. Sale and Service Restrictions. No sales or service of alcohol is allowed on the authorized site. District shall ensure that establishments with alcohol licenses located adjacent to the authorized site do not sell or serve alcohol to a person on the authorized site. All alcohol sales and service must occur within the building housing said establishment or within the establishment's sidewalk cafe. District acknowledges that the authorized site is subject to all applicable alcohol restrictions in the City Code. 6. Delineation. The authorized site shall be delineated by pavement paint at District cost and as approved by the City. 7. ADA. The District may place chairs and tables on the authorized site, but shall ensure that there is a clear width of three feet (T) between arrangements of tables and chairs to allow a wheelchair an accessible route through the authorized site. 8. Advertisement. District shall not, nor shall it allow anyone to, erect or place any sign or other matter advertising any brand of alcoholic liquor, beer, or wine upon the authorized site. Sponsorship signage unrelated to businesses selling alcohol, beer, wine, or tobacco will be allowed. 9. Cleaning, The parties acknowledge that, pursuant to a separate agreement entitled "Operating Agreement," the City has agreed to provide regular sweeping, trash removal and amenity repair in the 200-block on N. Linn Street, which includes the authorized site. Should the City services provided pursuant to said Operating Agreement be insufficient to maintain the authorized site as determined by the City or should additional cleaning be desired by District beyond the City's baseline services, District shall be responsible for such cleaning of the authorized site at its cost. 10. No Smoking. Smoking is prohibited, and District shall post a no -smoking sign on the north and south sides of the authorized site. The signs shall comply with Iowa Code Section 142D.6, as amended. Additionally, the use of electronic cigarettes is prohibited. Electronic cigarette means vapor product as defined in Section 453A.1 of the Code of Iowa, as amended. 11. Anchoring and Drilling. District shall not drill any holes into the pavement 12. Insurance. a) Premises Insurance. The District shall carry comprehensive general liability insurance for bodily injury and property damage on the authorized site in the amount of $1,000,000 (one million dollars) for each occurrence and $2,000,000 (two million dollars) in the aggregate and shall name the City as an additional insured. District shall furnish a copy of a certificate of insurance for same, satisfactory to the City at the time of execution of this agreement. District shall notify the City 1 week before cancellation of said insurance, and said cancellation shall automatically terminate this Agreement. b) Dram Shop Insurance. The District shall carry "dram shop" insurance in compliance with Iowa Code section 123.92, as amended, in the amount of $1,000,000 (one million dollars). District shall provide 1 week notice to the City before cancellation of said insurance, and said cancellation shall automatically terminate this Agreement. c) Governmental Immunities Endorsement. District shall obtain a governmental immunities endorsement that meets the requirements set forth on Exhibit B, which is attached and incorporated herein. 13. Indemnification. District shall pay on behalf of the City all sums which the City shall be obligated to pay by reason of any liability imposed upon the City for damages of any kind resulting from the use of the authorized site or sale, consumption, or possession of alcohol on the authorized site, whether sustained by any person or person, caused by accident or otherwise and shall defend at its own expense and on behalf of the City, its officers, employees and agents any claim against the City, its officers, employees, and agents arising out of the use of the authorized site or sale, consumption, or possession of alcohol on the authorized site. 14. Non -Discrimination. District shall not discriminate against any person in employment or public accommodation because of race, religion, color, creed, gender identity, sex, national origin, sexual orientation, mental or physical disability, marital status or age. "Employment" shall include but not be limited to hiring, accepting, registering, classifying, promoting, or referring to employment. "Public accommodation" shall include but not be limited to providing goods, services, facilities, privileges and advantages to the public. 15. Termination. The City may terminate this agreement upon written notice for violation of any provision of this agreement and for any reason if the City determines that the authorized site is needed for a public use. 16. Assignment and Subletting. District shall not assign or sublet this agreement without prior written approval of the City. 17. Entire Agreement. This constitutes the whole agreement between the parties, and may be modified in writing only, duly signed by the parties. Dated, this 21st day of February , 2023. IOWA CITY AND IOWA CITY DOWNTOWN SELF -SUPPORTED MUNICIPAL IMPROVEMENT DISTRICT By: Nancy Bird, Executive Director THE CITY F Geoff t ruin, City Manager Approved b�', City Attorney's Office EXHIBIT B Governmental Immunities Endorsement 1. Non -waiver of Government Immunity. The insurance carrier expressly agrees and states that the purchase of this policy and the including of the City of Iowa City, Iowa as Additional Insured does not waive any of the defenses of governmental immunity available to the City of Iowa City, Iowa, under Code of Iowa Section 670.4 as it now exists and as it may be amended from time to time. 2. Claims Coverage. The insurance carrier further agrees that this policy of insurance shall cover only those claims not subject to the defense of governmental immunity under the Code of Iowa Section 670.4 as it now exists and as it may be amended from time to time. Those claims not subject to Code of Iowa Section 670.4 shall be covered by the terms and conditions of this insurance policy. 3. Assertion of Government Immunity. The City of Iowa City, Iowa shall be responsible for asserting any defense of governmental immunity, and may do so at any time and shall do so upon the timely written request of the insurance carrier. Nothing contained in this endorsement shall prevent the carrier from asserting the defense of governmental immunity on behalf of the City of Iowa City. 4. Non -Denial of Coverage. The insurance carrier shall not deny coverage under this policy and the insurance carrier shall not deny any of the rights and benefits accruing to the City of Iowa City, Iowa under this policy for reasons of governmental immunity unless and until a court of competent jurisdiction has ruled in favor of the defense(s) of governmental immunity asserted by the City of Iowa City, Iowa. 5. No Other Change in Policy. The insurance carrier, the City of Iowa City, Iowa, agree that the above preservation of governmental immunities shall not otherwise change or alter the coverage available under the policy. Z r cn rIp Restrooms To EXHIBIT A 9 Restrooms to Use )rns to.use { I a E Market St E Market St Item Number: 7.e. CITY OF IOWA CITY Z%--_ �=Pa COUNCIL ACTION REPORT February 21, 2023 Resolution accepting the work for the Gilbert Street Pavement Repair — CRANDIC Railroad Crossing Project. Prepared By: Reviewed By: Fiscal Impact: Staff Recommendation: Commission Recommendations: Attachments: Engineer's Report Resolution Executive Summary: Ethan Yoder, Civil Engineer Jason Havel, City Engineer Ron Knoche, Public Works Director Geoff Fruin, City Manager None Approval N/A The project has been completed by Bockenstedt Excavating of Iowa City, Iowa in substantial accordance with the plans and specifications. The Engineer's Report and Performance and Payment bonds are on file with the City Clerk. • Project Estimated Cost: $ 150,000.00 • Project Bid Received: $ 198,550.00 • Project Actual Cost: $ 203,781.13 Background / Analysis: This project was located at the CRANDIC railroad crossing on S Gilbert Street. The concrete in this area was in a poor condition and the City was looking to improve the pavement, drainage, and approach to the railroad crossing. 'r .ag p- CITY OF IOWA CITY 410 East Washington Street Iowa City, Iowa 52240 - 1826 (319) 356 - 5000 (319) 356 - 5009 FAX www.icgov.org ENGINEER'S REPORT February 15, 2023 Re: Gilbert Street Pavement Repair — CRANDIC RR Crossing Project Dear City Clerk: I hereby certify that the Gilbert Street Pavement Repair — CRANDIC RR Crossing Project has been completed by Bockenstedt Excavating of Iowa City, Iowa, in substantial accordance with the plans and specifications prepared by the City of Iowa City. The project was bid as a unit price contract and the final contract price is $203,781.13. There was a total of one (1) change or extra work order for the project as described below: Elevation changes to the storm sewer pipe $3,420.00 I recommend that the above -referenced improvements be accepted by the City of Iowa City. Sincerely, v Jason Havel, PE City Engineer Prepared by: Ethan Yoder, Engineering Division, Public Works, 410 E. Washington St., Iowa City, IA 52240 (319) 356-5145 Resolution No. 23-43 Resolution accepting the work for the Gilbert Street Pavement Repair — CRANDIC Railroad Crossing Project Whereas, the Engineering Division has recommended that the work for construction of the Gilbert Street Pavement Repair - CRANDIC Railroad Crossing Project, as included in a contract between the City of Iowa City and Bockenstedt Excavating of Iowa City, IA, dated July 22, 2022, be accepted; and Whereas, the Engineer's Report and the performance, payment and maintenance bond have been filed in the City Clerk's office; and Whereas, funds for this project are available in the Annual Pavement Rehabilitation account #S3824, and Whereas, the final contract price is $203,781.13. Now, therefore, be it resolved by the City Council of the City of Iowa City, Iowa, that said improvements are hereby accepted by the City of Iowa City, Iowa. Passed and approved this 21st day of February Attest: � f- , City Jerk 2023 Mayo m Approved by Z . City Attorn s Office (Sara Hektoen - 02/16/2023) It was moved by Dunn and seconded by Taylor the Resolution be adopted, and upon roll call there were: Ayes: Nays: Absent: X Alter X Bergus X Dunn X Harmsen _ X_ Taylor X Teague X Thomas Item Number: 7.f. CITY OF IOWA CITY Z%--_ �=Pa COUNCIL ACTION REPORT February 21, 2023 Resolution establishing a schedule of fees for Parks and Recreation services and programming and rescinding Resolution Number 20-47. Prepared By: Brad Barker, Recreation Superintendent Reviewed By: Juli Seydell Johnson, Director of Parks & Recreation Sue Dulek, Assistant City Attorney Geoff Fruin, City Manager Fiscal Impact: This action will raise the majority of fees 2-5% increasing revenues collected for Parks & Recreation programs, rentals, and services. Staff Recommendation: Approval Commission Recommendations: The Parks & Recreation Commission recommended approval of this item at their January 11, 2023 regular meeting. Attachments: Minutes 01-11-2023 Approved.pdf Resolution Parks & Rec Fee Schedule.pdf Executive Summary: City Code requires Parks and Recreation Dept. fees to be approved by City Council and the Parks and Recreation Commission. The Commission has reviewed and approved the proposed fees and charges. The proposed effective date of change is the first day of summer registration, April 18, 2023. Background / Analysis: Parks and Recreation staff annually review the fees and charges schedule during the budget process. The schedule is reviewed to allow the department to plan for more effective cost recovery. Several factors taken into consideration during the review process include cost of living expense projections, comparative market pricing, and specific program/service users and impacts to them. For FY24, staff recommends that program and rental rates increase incrementally while daily use and pass fees generally remain unchanged. The following highlight these recommendations: • Most program, services and reservation fees increased 2-5% with costs rounded to nearest dollar for customer convenience. • The base and maximum range for some program fees have widened. These changes were to provide more flexibility in pricing, especially for lower cost options, and to better meet the needs of the community. • Farmers Market vendor fees have not increased. This acknowledges the new expense incurred last year by some vendors with regard to liability insurance requirements. • Group swim lessons have no fee increase in an effort to keep this option as affordable as possible and in line with the department's `Every Child Learns to Swim' initiative. Private lessons have been removed in order to focus on group and adaptive swim lessons. Water fitness pricing has been adjusted to better reflect the needs of current operations. • Dog Park fees are not increased due to consistently larger net revenue in relation to other program areas. IOWA CITY PARKS & RECREATION COMMISSION APPROVED MINUTES OF JANUARY 11, 2023 ROBERT A. LEE RECREATION CENTER — MEETING ROOM B Members Present: Alex Hachtman, Christopher Odinet, Brian Morelli, Missie Forbes, Melissa Serenda, Connie Moore, Rachel McPherson, Doloris Mixon Members Absent: Boniface Penandjo Lemoupa Staff Present: Juli Seydell Johnson, Brad Barker, Tyler Baird, Gabe Gotera Others Present: Judy Pfohl CALL TO ORDER: Chairman Hachtman called the meeting to order at 5:00 p.m. RECOMMENDATIONS TO COUNCIL: (to become effective only after separate Council action): Moved by Moore, seconded by Forbes to recommend moving forward with the proposed Kiwanis Park Playground plan, if the playground roof is not red, as long as other color options are available. Motion passed 8-0 (Penandio Lemoupa absent). Moved by Morelli, seconded by Odinet to recommended moving forward with the proposed Hunter's Run Park Playground plan. Motion passed 8-0 (Penandio Lemoupa absent). Moved by Forbes, seconded by Serenda to recommended moving forward with the proposed Happy Hollow Park ballfield and accessible sidewalk plan. Motion passed 8-0 (Penandio Lemoupa absent). Moved by Odinet, seconded by Moore to recommend moving forward with the proposed Hickory Hill Park Conklin St. Entrance, Restroom, & Shelter plan. Motion passed 8-0 (Penandio Lemoupa absent). Moved by Moore, seconded by Serenda to recommended approving the FY24 Fee and Charges increase as proposed. Motion passed 8-0 (Penandio Lemoupa absent). OTHER FORMAL ACTION: Moved by Odinet, seconded by Morelli, to nominate Alex Hachtman as Chairman of the Parks and Recreation Commission. Motion passed 8-0 (Penandio Lemoupa absent). Moved by Moore, seconded by Forbes to elect Christopher Odinet as Vice -Chairman of the Parks and Recreation Commission. Motion Passed 8-0 (Penandio Lemoupa absent). Moved by Odinet, seconded by Forbes, to approve the November 09, 2022 minutes as written. Motion passed 8-0 (Penandio Lemoupa absent). PARKS AND RECREATION COMMISSION January 11, 2023 Page 2 of 11 PUBLIC DISCUSSION OF ANY ITEMS NOT ON THE AGENDA: None 2023 PARK PROJECT UPDATES — Don Marner; Snyder & Associates Don Marner presents the PowerPoint presentation attached in the Commission meeting agenda packet. Kiwanis Park Don Marner explains how public input was gathered via survey from the nearby neighborhood which resulted in the proposed playground plan with the additions of new slides, hammock swings, limestone steps and a new central play structure. Director Seydell Johnson adds how the aesthetic and context of the nature play area will stay consistent with the current playground, as heard in the public input. Commissioner Mixon asks where Kiwanis Park is located. Director Seydell Johnson responds that Kiwanis Park is located on the west end of Iowa City, near Willow Creek Park off Benton St. Commissioner Moore comments approval towards the addition of the hammock swings as the type of feature that could be enjoyed by a child in a wheelchair. Chairman Hachtman voices similar sentiment on the incorporation of accessibility in our playgrounds. Commissioner Morelli asks if there would be places in the park where people could come and set their own hammock. Morelli refers to seeing university students on campus using hammocks in the shade of the trees. Director Seydell Johnson replies that while there may not be locations available directly next to the playground, there should be plenty of wooded areas between Kiwanis and Willow Creek Parks that could hold sufficient options. Commissioner Serenda compares the existing playground which is heavily incorporated into the natural environment to the pictures of the proposed playground asking if there is any concern about how easily the new play features could be integrated into the park environment. Director Seydell Johnson responds that the context of the pictures themselves might not assist to that effect, but that in the proposed plan, the rest of the Nature Play Area will stay similar with the new features nestled into it. Chairman Hachtman opens the Item for public comment. Judy Pfohl, president of the Ty'n Cae Neighborhood Association, voices excitement for the renovation of the playground saying that an update is necessary. Pfohl is excited for the numerous rocks and tunnels that kids can explore and climb through. Pfohl says that a reduction in the foliage would be appreciated, mentioning that there are days where the neighborhood would come out and help thin out and remove weeds. Pfohl says that the residents are supportive of the natural area but requests that the proposed slide shack roof not be colored bright red as depicted in the survey photos. Director Seydell Johnson and Don Marner respond that in the current stage of planning, the exact color of the slides and structures have not been decided but would be aimed towards earth tones if possible. Moved by Moore, seconded by Forbes to recommend moving forward with the proposed Kiwanis Park Playground plan, if the playground roof is not red, as long as other color options are available. Motion passed 8-0 (Penandio Lemoupa absent). PARKS AND RECREATION COMMISSION January 11, 2023 Page 3 of 11 Hunter's Run Park Don Marner shows the proposed playground plan which was derived from public input gathered via survey. The playground would feature a more central playground in location that minimizes drainage concerns. Marner explains that there would be plenty of green space still in the park surrounding the new playground. Commissioner Moore, after seeing that survey results showed that the proposed play structure had won by a single vote, asks if there are pictures available of the 2nd highest voted play structure. Don Marner shows the picture, while Director Seydell Johnson explains that when public input shows two options getting voted very closely, the consultants look at how many play options are available on each option. Seydell Johnson adds that another factor considered is how the runner up playground option was similar in style to what was recently installed at the Whispering Meadows Park. Commissioner Forbes asks for clarification on where Hunter's Run Park is located. Director Seydell Johnson explains that it is also on the west side of Iowa City at 1050 Duck Creek Dr and is not too far from Kiwanis Park and Willow Creek Park. Commissioner Moore asks if there is anything in the proposed plan that would be wheelchair accessible. Don Marner responds that all the paths and trails will be ADA accessible with some components of the playground being accessible, but not the entire play structure. Director Seydell Johnson adds that while all parks will follow ADA standards, Willow Creek Park which is nearby is the most accessible and has many components to meet the needs of a child in a wheelchair. Commissioner Moore asks if the playground will be surfaced with wood chips. Don Marner explains that the playground will be surfaced with engineered wood fiber. Moved by Morelli, seconded by Odinet to recommended moving forward with the proposed Hunter's Run Park Playground plan. Motion passed 8-0 (Penandio Lemoupa absent). Happy Hollow Park Don Marner talks about how desired improvements were gathered from a public meeting with residents. Improvements include a return to a skinned and granular ball field, as well as a new playground. Director Seydell Johnson says that currently, there are no playground choices included in the proposed plan. Seydell Johnson explains that is because after seeing 5 playground options, the representatives of the neighborhood asked for a different variety of options. Seydell Johnson details how the project will now include only the ADA pathways and the ballfield renovation. Seydell Johnson says that the playground will be a separate project with playground choices being shown in the next few months, with installation still happening late summer/early fall of 2024 Vice -Chairman Odinet asks if the dilapidated building to the north of the park belongs to the City and if it could be absorbed for the park for expanded green space. Director Seydell Johnson explains that the park boundary is very tight and doesn't include the entire hillside on the northern part of the park. Odinet voices understanding but is frustrated with the presentation of the building next to a space intended for the recreation of families and residents. Odinet asks if staff would be able to learn more about the nature of the building for a future meeting. PARKS AND RECREATION COMMISSION January 11, 2023 Page 4 of 11 Commissioner Serenda asks what the concerns of the residents regarding the proposed playground equipment. Director Seydell Johnson explains that the designs were similar to other playground designs shown for other 2023 Park Projects, and that the neighbors felt that the designs were not unique enough. Vice -Chairman Odinet asks for further elaboration on how the designs were not unique enough. Director Seydell Johnson explains that five proposals were shown and that the residents wanted to see other options within the playground budget that would include a nature play area and be more in the nature of the historic neighborhood. Odinet responds that he does not follow how the proposed infrastructure is unacceptable when it is relatively on par with the rest of the parks in Iowa City. Seydell Johnson concludes the point saying that the original five proposals plus any additional proposals will be shown at a future Commission meeting. Chairman Hachtman asks about what kind of bike storage for park patrons would be available in the project. Director Seydell Johnson replies that generally, bike racks are not included in the budget for park projects and are added later, especially when the public input requests for it. Chairman Hachtman asks for clarification on what the recommendation is that could be made. Director Seydell Johnson says that the recommendation would be on the accessible sidewalks and the ballfield renovation. Moved by Forbes, seconded by Serenda to recommended moving forward with the proposed Happy Hollow Park ballfield and accessible sidewalk plan. Motion passed 8-0 (Penandio Lemoupa absent). Hickory Hill Park Don Marner talks about the layout of the Conklin St entrance of the park in relation to the Park Shelter and attached restrooms. Director Seydell Johnson explains how separating the park shelter and the restrooms would take away situations, when park patrons use the bathrooms while the shelter is privately reserved. Seydell Johnson adds that the new bathrooms would also include storage for Friends of Hickory Hill maintenance. Commissioner Moore asks how big the current shelter is in comparison to the proposed shelter. Don Marner responds that the proposed shelter is 24' x 24' while the current shelter is roughly 27' x 24' but is in an odd shape. Director Seydell Johnson adds that the capacity and number of picnic tables in the shelter would be similar. Commissioner Morelli asks if all new shelters have electricity. Don Marner responds that most of the shelters have electricity, depending on factors such as project budget or distance, some shelters might not have the justification to install electricity. Marner does confirm that the proposed shelter would have electricity. Director Seydell Johnson explains that there wasn't a public meeting for this project, since the changes were not very intrusive or choice dependent, and that there are not many residents within the quarter mile radius of the park. Seydell Johnson does clarify that parks staff met with the Friends of Hickory Hill leadership for input. Commissioner Serenda asked if in the proposed plan, people coming from within the park would have to go through the shelter to get to the restrooms. Don Marner explains that the shelter would be to the side of PARKS AND RECREATION COMMISSION January 11, 2023 Page 5 of 11 the restrooms and the larger park. Supt Baird adds that there are other trails and paths in the park that would lead to the restrooms and not through the shelter. Commissioner Serenda refers to the proposed plan and asks what the extended space above the shelter is on the design. Don Marner responds that the space is the extension to the preexisting sidewalk that will connect to the new park shelter. Commissioner Morelli asks about the ground plan of the original shelter. Director Seydell Johnson replies that the shelter is octagonal in shape, while the new design would be a square. Chairman Hachtman asks how the entrance to the park could be used for educational opportunities, or as a medium for artistry. Director Seydell Johnson replies that there are other places in the park with spots to educate park patrons on the larger park, and that there would be opportunities for an eagle scout project at the new site. Moved by Odinet, seconded by Moore to recommend moving forward with the proposed Hickory Hill Park Conklin St. Entrance, Restroom, & Shelter plan. Motion passed 8-0 (Penandio Lemoupa absent). Fees and Charges FY24 — Recreation Superintendent Brad Barker Supt Barker asks the commission to review the proposed Fees and Charges going into FY 24. Barker explains that the submission of fee increases happens every other year with the most recent, 2023 having an increase. Typically, this would leave FY24 to have no increase, but due to the rise in inflation on cost of supplies for programming, Barker proposes an increase of most fees by 2-5%. Barker adds that there will be the occasional 10-20% increase, but this is only for lower fees that need a high percentage to reach the next round dollar amount, to create an easier customer service experience for patrons. Barker says that the Farmers' Market will not receive a fee increase in the proposal, as FY23 saw a larger fee increase for adding Liability Insurance for the vendors. Barker talks about increasing the range in fees for recreation programming to allow more flexibility in how the programs can be offered. Barker suggests there be no fee increase for admission -based offerings and group swim lessons, for the initiative that every child be able to swim with affordable and accessible programming. To this point, Barker brings up the Swim Scholarship program that can make swim lessons free, and the effort to have only group lessons instead of private lessons, to raise the number of young people learning how to swim. Barker does note an increase in water fitness fees, from $4 to $5 a class. Barker explains that $4 is the same price as admission to the pool, but the extra $1 is to account for instructor programming. Barker finishes by saying that the commission can decide to either keep fees and charges as is or to receive a small increase for FY24. Commissioner Serenda appreciates the targeted fee increases to minimize the cost of swim lessons. Serenda asks if staff anticipate a return to the normal fee increase schedule of every other year, for FY25. Barker responds that staff are hopeful for the Consumer Price Index and the inflation rates to drop next year allowing FY25 to have no fee and charges increase. Director Seydell Johnson iterates the balancing act between keeping the programming as affordable as possible while being able to keep up with rising expenses. Commissioner McPherson points out that the Dog Parks did not receive a fee change in FY24. Supt Barker confirms this, explaining that is because it is an admission -based program. Barker adds that the dog parks are some of the division's highest revenue areas but since only so many amenities can be added PARKS AND RECREATION COMMISSION January 11, 2023 Page 6 of 11 while maintaining the balance with the open green space, it was elected to not increase the fees due to the expense disparity. Brad Chairman Hachtman asks how programs such as RecAssist make programming more accessible for the public. Supt Barker describes how the RecAssist program, which was previously titled the "Low -Income Discount" was rebranded to better communicate the purpose of the program while also being less stigmatizing to those who would use it. Barker explains that RecAssist is an income -based program that can be applied for once a year which if approved would give the entire family a 50% discount on nearly all programming and passes. Commissioner Forbes asks if the RecAssist qualifying guidelines would adjust alongside the fees and charges increase to account for inflation or extenuating circumstances. Director Seydell Johnson responds that efforts are already in place in case of extenuate circumstance, referring to how the Swim Scholarships can include providing transportations, swimsuits, or any other necessary swim equipment. Supt Barker, talks about the effort put towards brining public awareness to the program, highlighting it's use in the Recreation guides, listing what programs are discounted. Forbes asks if the discount would include room rentals for birthday parties. Barker responds that the discount does not include daily admissions or rentals. Juli & Brad Commissioner McPherson asks how the pricing for park shelter rentals are worked out as fees shown are between $19 and $118 for 5 hours. Supt Barker explains how the shelters prices can vary but are based upon factors such as capacity, location, or the type of shelter. McPherson asks for confirmation if the shelters are reserved in 5-hour blocks. Barker responds that shelters are reserved for a five -hour block, with anything longer being double in price. McPherson asks about the possibility of the shelter rentals being included in the RecAssist discount to allow expanded use from the public. Supt Baird explains that if a park shelter is not reserved, it can be used by anyone on a first -come first -serve basis, with rentals being more so if someone wants a specific shelter officially under their name. Moved by Moore, seconded by Serenda to recommended approving the FY24 Fee and Charges increase as proposed. Motion passed 8-0 (Penandio Lemoupa absent). REPORT ON ITEMS FROM CITY STAFF Parks & Recreation Director — Juh Seydell Johnson CIP Update: Director Seydell Johnson reports that it looks like the Capital Improvement Program budgets are going to look the same as presented back in November 2022. Seydell Johnson clarifies that this does not mean the budgets won't change in future years, but that projects seen tonight are solid in their funding. Seydell Johnson is hopeful that with how the CIP budget looks, the 2016 Parks Master Plan will be nearly complete by the end of the next five years. Seydell Johnson explains that this means that staff have almost systematically renovated all City parks. City Park Pool: Director Seydell Johnson says that the estimate for the City Park Pool renovations is around 10 million dollars, including the consultation selection process later this Spring to find a consultant/designer. Seydell Johnson continues that during late spring through fall, there will be a public input process, a review of all engineering studies of CPP, and likely a statistically valid survey again to properly nail down a final pool design. Seydell Johnson says that by the end of Summer 2024, the project will be out to bid with the pool being closed for all of 2025, with the pool reopening in 2026. PARKS AND RECREATION COMMISSION January 11, 2023 Page 7 of 11 Vice -Chairman Odinet asks what is being done with the statistically valid survey and the other round of strategic planning relative to City Park Pool. Director Seydell Johnson explains that this information would be given to the new consultants once designing has begun. Odinet asks if money is being re -spent for the same project and if this is driven by some level of opposition to the results of the first exercise in regard to CPP. Seydell Johnson confirms that this is the case and that due to the level of public input throughout the initial process, the City Council wants to go through another deliberate process that gives adequate input time to all members of the community. Odinet asks to know for the next meeting, what the cost for all the consultants was for Recreation, facilities, & Program Masterplan and how much is anticipated for CPP project. Seydell Johnson replies that typically, of the 10 million in the CIP, 10-15% would go towards the new design. Odinet asks if the 10 million dollars that is necessary for the pool renovations, is within the City's general bonding capacity or if it would entail a vote for an increase to sales/property tax. Seydell Johnson explains that at the current moment, the 10 million dollars is within bonding capacities and that if it went above that, it would require other funding options. Odinet asks if Mercer was discussed at all and is part of the current CIP budget. Seydell Johnson responds that the capital budget goes out five years, with CPP standing in the 2-3-year range. As decided prior, Robert A. Lee pool and Mercer Park Aquatic Center will both be reevaluated after CPP renovation completion. As a result, none of the funding would be included in the current five-year timeline. Commissioner Morelli asks if the input process is redone, what will be done differently to get a different outcome. Director Seydell Johnson replies that the full answer of what will be different isn't known currently, but that whoever the consultant ends up being, they'll likely go through the feedback received in the first initial process. Seydell Johnson explains that part of the selection process for a consultant is to find a consultant that understands the depth of the public conversation happening with the project and is used to managing this level of public input. Morelli asks if the previous consultants could do the work again since they already know the background of the project. Seydell Johnson says that could be possible but that a fresh look was promised to some folks who had strong opinions on CPP. Seydell Johnson clarifies that this doesn't mean the same consultants couldn't put in a proposal and be chosen. Vice - Chairman Odinet makes the point that a different result is not necessarily the desired effect, or more specifically, a particular result in mind shouldn't be desired and that the final result is what it is. Morelli says that this gives the feel that it is to make people feel more comfortable and that it seems like a lot of money to make people feel comfortable. Commissioner Serenda says that there is a lot of tension between the statistically balanced survey which is a valid representation of what the community at large feels versus the vocal users of the facility. Serenda asks if there is a plan to address why so much faith is put in the statistically balanced survey versus the people who came out to give feedback. Director Seydell Johnson acknowledges that this is the main challenge of the process, trying to make sure that all voices are heard equally and with representation. Seydell Johnson says that staff will be looking for a consultant who is able to work with a community that is diverse but passionate. Recreation Centers: Director Seydell Johnson explains the CIP Budgets for Rec Center improvements at the Robert A. Lee Recreation Center and the Mercer Park Aquatic Center & Scanlon Gym. Seydell Johnson details how replacement of the roof at both rec centers was deemed high priority in their assessment in the Recreation & Facility Master Plan and as a result both facilities each have a project for roof replacement. Seydell Johnson says that the $500,000 set aside for behind -the -scenes pool costs at RAL Rec Center has been backed up past the five years in the CIP budget. This is because of prior decisions, to wait until City Park Pool renovations are done before working on either RAL or MPAC. Seydell Johnson reassures that there is a commitment to keeping the RAL pool operating as pool counts are compiled. PARKS AND RECREATION COMMISSION January 11, 2023 Page 8 of 11 Pool Counts: Director Seydell Johnson says that staff have continued meeting with the Save Robert A. Lee Pool group to discuss and compare the ongoing Pool use counts that are included in the Commission meeting agenda packets. Seydell Johnson continues that the group has not agreed with the staff counts each month, and that, more information will be available in the next agenda packet to explain why. Seydell Johnson elaborates that the Save RAL Pool group counts bodies in the actual water every half hour, while Recreation Staff are counting people coming through staff checkpoints every hour. This in water counts done by the Save RAL Pool group can result in someone to be counted 2-3 times depending on how long they are using the pool. Seydell Johnson clarifies that the two counts are tracking using two different methods. Seydell Johnson says that as the two groups count using their own methods and compare numbers down the line, both should indicate similar if not identical change in trend of use. Seydell Johnson concludes the point, saying that the dialogue is in motion and meetings will continue to discuss the counts. Commission Meetings: Ahead of the coming year, Director Seydell Johnson reminds the Commissioners to RSVP their attendance prior to a meeting to establish if quorum is met. Seydell Johnson also reminds the Commission that items that are on the Parks and Recreation Commission Agenda should not be discussed with more than one other member outside of the meetings due to open meeting laws. Commissioner Moore asks how many more parks need to be renovated. Director Seydell Johnson replies that there are about 12 total parks left to be renovated with 6-7 in the upcoming CIP. Commissioner McPherson asks if the small park by the Longfellow Neighborhood, Roger's Green Park is one of the parks. Seydell Johnson replies that it is not expected to be, as while Parks staff have maintenance on the nearby Longfellow Trail, meetings with nearby residents have shown that typically people want it to remain the same green space. Commissioner Morelli asks where Roger's Green Park is located. Supt Baird explains the Roger's Green is adjacent to the Longfellow Trail. Recreation Division Superintendent — Brad Barker Recreation Masterplan: Supt. Barker announces that recreation program supervisors are developing their goals derived from the Masterplan and what key performance indicators will drive these goals forward. These goals will be looking split into short term, midterm, and longer -term goals and will look at communications, partnerships & outreach, programming, staffing, and diversity & equity inclusion. Barker says that these goals will be shared with the commission when they are established. Upcoming Events: Supt. Barker announces that Saturday Roller Skating will be starting up for the year on the upcoming Saturday, 01/14. Barker adds that there is a youth time before the larger roller-skating event, that is intended for beginners to get familiar with roller skating in a more comfortable environment. Barker talks about the Sunday, 01/29 Science and Technology Open House which will show off new equipment such as drones and robotics to give the community an idea of how the equipment will be used in future programming. Barker announces that the Recreation Division along with other partners will host the Martin Luther King Day event scheduled for Monday, 1/16. The free event will have a variety of different service projects, a march from UAY to Mercer Park, a walking taco lunch, entertainment, and an award ceremony. Commissioner McPherson asks where the Roller Skating is located and if it is hosted every Saturday. Supt Barker responds that the Roller Skating is in the gymnasium of Robert A. Lee Recreation Center and is hosted most Saturdays, apart from when the gym is reserved for a different program. PARKS AND RECREATION COMMISSION January 11, 2023 Page 9 of 11 Parks Division Superintendent — Tvler Baird Snow: Supt Baird, talks about the recent winter storm and how it arrived at a difficult time for staffing, the beginning of a long holiday weekend. Baird says that thankfully, a lot of Parks staff came in on their days off to clear the trails. Baird credits Josh Worrell, Asst Parks Supt for planning the routes, maps, and backup staff to cover all the necessary areas across the city. Baird says that as a result, complaints this time of the year have been drastically reduced. Projects: Supt Baird details the Park Projects that are to start with the new year. The Natural Areas project will entail the REAP groundwork and invasive species removal work in Hickory Hill and other woodland areas. Currently proposals are being received from contractors. Baird says that there have been project delays due to contractors not hiring enough staff. Baird explains that this problem is a trend seen across multiple different contractors. Forestry: Supt Baird talks about the next tree planting project, which has been released for proposals from contractors. Baird details how staff notified the surrounding neighborhood in the southeast side, putting up door hangers on every single door in the area. Residents had until January 20, 2023 to opt out of having a tree planted in the right of way adjacent to their property. So far, only 3 people have opted out. Baird announces that nearly all Ash trees have been removed from City Park, which were becoming hazards due to the Emerald Ash Borer. Baird says that the in the next round of grant proposals, there are state grants for EAB and Derecho recovery, which would fund the planting of 60-some trees in Lower City Park. Commissioner McPherson refers about a group of ash trees next to Paglia's Pizza and asks if they are being treated at all. Supt Baird responds that he is unsure about those specific trees, but that any ash trees being treated will be marked with a silver circular tag. McPherson confirms that the trees in question were tagged. Commissioner Serenda thanks staff for clearing snow off the trails before asking if it is possible to minimize the number of broom bristles that are left behind after the trails are cleared. Supt. Baird responds that that is an unfortunate side effect of the brooms on the equipment, which for most of the equipment is the only option for clearing snow. Baird continues that Parks staff tries to replace the brooms before they are worn down to that extent, but it becomes a balancing act between the use and the replacement. Director Seydell Johnson adds that it is difficult for the operator to see the bristles as the recent snow as so fine and powdery while being thrown about. CHAIRS REPORT: None COMMISSION TIME/SUGGESTIONS FOR FUTURE AGENDA ITEMS Commissioner Moore asks to see what parks are left to update and what are the plans for them. Moore expressed interest in seeing more wheelchair accessibility in the parks. Commissioner Serenda refers to seeing research being done alongside trails and asks if Parks has visibility into what is being investigated and recorded. Parks Supt. Baird responds that the research being PARKS AND RECREATION COMMISSION January 11, 2023 Page 10 of 11 done is usually by University of Iowa students of Dr. Sanders. Baird continues that projects conducted include listening to nature at night, trapping and releasing of animals, and bird surveys. Commissioner Morelli asks if Rita's Ranch Dog Park could be improved to have similar quality and amenities to the Thomberry Dog Park. Director Seydell Johnson speaks about the 2026 CIP Project for improving the dog parks. Seydell Johnson continues that while it includes both dog parks, a focus would be to lay in a path along the edge of Rita's Ranch. Parks Supt. Baird adds that a project has already been bid for updating and improving the parking area and ADA accessible paths leading to Rita's Ranch. Morelli refers to the green space to the west of the dog park and asks if that would be an option for a wider space. Seydell Johnson replies that the space is a stormwater retention drain and fills with water after a big rain. ADJOURNMENT: Chairman Hachtman adjourns the meeting at 6:30pm. PARKS AND RECREATION COMMISSION January 11, 2023 Page 11 of 11 PARKS AND RECREATION COMMISSION ATTENDANCE RECORD NAME N N N N N N N N N N N N TERM EXPIRE S Missie 12/31/25 X NM X X O/E X X X X X NM X Forbes Alex 12/31/24 X NM X X X X X X X X NM X Hachtman Rachel 12/31/26 * * * * * * * * * * * X McPherson Doloris 12/31/26 * * * * * * * * * * * X Mixon Connie 12/31/25 * * * * * X X X X NM X Moore Brian Morelli 12/31/25 X NM O/E X X X O/E X X X NM X Christopher 12/31/24 X NM X O/E X O/E X O/E O/E O/E NM X Odinet Boniface 12/31/23 X NM X O O/E O O/E O/E O O NM O Penandjo Lemou a Melissa 12/31/23 X NM X X X X X X X X NM X Serenda KEY: X = Present O = Absent O/E = Absent/Excused NM = No meeting LQ = No meeting due to lack of quorum * = Not a member during this meeting rI j Prepared by: Susan Dulek, First Ass't. City Atty, 410 E. Washington St., Iowa City, IA 52240; 319/356-5030 Resolution No. 23-44 Resolution establishing a schedule of fees for Parks and Recreation services and programming and rescinding Resolution No. 20-47. Whereas, Section 10-9-5 of the Iowa City Code provides that, "[u]pon recommendation of the Parks and Recreation Commission, all Parks and Recreation fees shall be established by resolution of the City Council"; and Whereas, the Parks and Recreation Commission has reviewed all fees and is recommending certain increases to be implemented; and Whereas, City Council last adopted a fee schedule in Resolution No. 20-47; and Whereas, the attached fee schedule has been approved by the Parks and Recreation Commission; and Whereas, it is in the public interest to review and occasionally revise said fees. Now, therefore, be it resolved by the City Council of the City of Iowa City, Iowa that: 1. The attached schedule of fees for Parks and Recreation services and programming is adopted effective April 18, 2023. 2. Resolution No. 20-47 is rescinded effective April 18, 2023. Passed and approved this 21st day of February , 2023. L Mayq(r PX m v Attest: �✓ City Jerk Approved By: City Attorn's—bffice (Sue Dulek — 02/16/2023) Resolution No. t-L�_ Page 2 It was moved by Dunn and seconded by The Resolution be adopted, and upon roll call there were: Taylor Ayes: Nays: Absent g Alter x Bergus R Dunn X Harmsen Taylor R Teague X Thomas City of Iowa City Parks and Recreation Department 111510111 Farmer's Market 348300 .Advertising Fees 0.50 0.75 D.75 0,75 1.00 5-00 l,pp 1051021-0 Farmer's Market 363910 IMisc, Sale of March 8-13 9-14 9•14 9-14 SAIS 5.00 5.00 10510214 Farmer's Market 3B2100 'Vendor Fees 14.00/16.00 14,50116.50 10.00/17,20 10.00118.00 10.50-1854 10.50-18.60 S}.Oo-20.00' _ .-....1 Rec, Center Operations 382200 13uilding/Room Rental 10520200 -Mlg Rm/KitchlCraft Rm 30.00 30.00 32.00 32,00 33.00 33,00 11,00-' -Social Hall 70,00 BO.00 82.00 82,00 84M 84,00 29.00" Gymnasium .Full Gym 75.00 45.00 45,00 45.00 47.00 47,00 49.00 -Half Gym 25.00 25.00 25.00 25.00 26X 26.00 27.00 10520200 Rec,Center Operations 382400 ILocker Rentals •-Dally(coin operation) .25-.50 0.75 0.75 0.75 G.7S 0.75 0,75 .Replacementkey 30.00 30.00 30.00 30" 30.00 35.00 S052D Scanlon Gym 346100 •Admissions -Tot Time 1,50 1.50 1.00 1.00 1.00 1.00 1.00 .0520284 Scanlon Gym 346700 'Special Events .-Birthday Parties 80.00-95,00 85.00-100,00 88.00-103,OD 88.00-103.00 90.00-106,00 90.00-106.00 130.00" 10570284 Scanlon Gym 382200 IBwldinglRoom Rental .Gym 45(75 45,OOn5,00 45.00R5.00 45,00R,1,00 47.0on8.00 47.00RB.00 49.00181.00 •-Mercer Mg. Room 25.00 25.00 26.00 26.00 27.00 27,00 11.00" ..P&G Room 42.50 45,00 46.00 46,00 47,00 47m 17.00" -Wellness room 25.00 26.00 70.% 27,00 27,W 11.00" -Gym Sporting Event 40/70 40-00RO 00 40,00(l0,00 4001)RO.00 41,00R2,00 41.00✓7.2.00 43.00 / 7.5_00 10520265 Grant Wood^ym 382200 Bwldinglr�Room_ Rental 45175 45.00 45,00 45-00 47.00 47.0 4900 10520420 Social Programs 346400 Lessons 26.00-30.00 27.00-3"-0Q 2112N BUD 280048.1f0 2900-50.00 29-I1I1-50.OQ ]D.GD•5?.D0 1D520420 Social Programs 363910 Misc. Sale of March 1200 12.06 12.00 12.00 12,00-20.00 12.OQ•2Q.00 f3Am21.00 Aw 10526930 Cultural Programs 346400 Lessons 26.00-30.00 27 00-31.00 ZB.0048.00 2B GP48-OG 29.00-50.00 28.OD-50.00 3D.D0.52,OD 10570430 Cultural Programs 346300 Potters Studio Pass 20000 210.00 210m 710.00 220.00 220,00 230.00 �0 1G570460 Summer 346400 Lesson 160-185 173.00 188600 105.00 Iii 195..70 1052020 Aquatics InsWcOon 346400 Lessons -Red Cross (Group) 24.00 24,00 25.00 25.00 22.00-26,00 1pA0kesslan 6.001c -Pnvale(Adaplive) 30AOiscss+on 10-20Aes4ansaon -Pnvale (Custom) 90.00 11 Sam 93,00 62.00-96.00 1&0Gcascn 17,OMe66on -Private(Arranged) 10.00Acsson 11-OOAosson -Llfeguarding 135,00 11MOQ 165A0 16540 170.00 17i 180, 00 -Water Safety lest. (40 hr) 141) 175.00 175-00 175.00 181300 180-00 215-00 -Lfeguard Instructor 220,00 225A0 225.00 225.00 23l 290-00 230.00 Lifeguard Instructor Pecan 10D.00 105,00 Recent 150.00 PEPIN!-Lifeguarding 10521753D Water Fitness 34fi200 Punch Pass 70,00 8Q-p0 60.00 60,00 82A0" 32a0'• NIA 10520530 Water FM1ness -Single Admision 4.00 4,50 4.60 4.50 4.00 4.00 N/A -Drop-In 6.00 - Monthly Session 14840 (4.00/class) - Monthly Unlimited I KOO 10520541 Rec Center Pool Oper 346100 Admissions 4.00 4-00 AM 4_00 430 4.00 4.00 10520541 Rec Center Pool Oper 346200 Punch Pass 30.00 30.00 31.00 31.00 32.00 32,00 32,00 10520541 Rec Center Pool Oper 346300 Pool Passes -Annual Pass 208402 1L00�14.OD 0.0o-:2&Qp 00.4Yfi-09 72D.43$.00 227.00A39,00 234.00-450.00 10520541 -30 Day Pass 19,00-36.00 20.00-37:00 20.50-38.00 20.50-38.00 21.0D39AD 21,00-39-00 22.00-40,00 10520541 Rec Center Pool O er 332 O Private Swim Party 75.00 75.00 75.00 75.00 784Q 70A00rour JAW.51, W 10�20642 Oper 346100 Admissions 4.00 4.00 4,00 4.00 4.00 4,00 4.00 10520542 Oper 346200 Punch Pass 30.00 30.00 31.00 31.00 32.00 32.00 32,00 105 00542 Oper 346300 Pool Passes =Pool -Annual 20B402 14,00.414.00 OAp428.W 0.001 27.00-439,00 227,00439,00 234.00-450.00 -30 Day Pass 19.00-3fi,00 20.00-37.00 2050-38.00 2050-35.00 21.00-39.00 21.00-39,0022004000 10520542 Oper 382200 Private Swim Party 75.00 75.00 75.00 75.00 78,00 %>B,WIfiuW Aplf,Shr petty 10520543 Crry Park Pc 4 Oper 346100 Admissions 2.004.00 2,004.00 2,004.00 ZmA.00 2 00-4-00 2,004.00 2-004.00 10520543 Clry Park Pool Oper 346200 Punch Pass 30.00 30.00 31,00 31.00 32.00 32-OD 32.00 10520543 City Park Pool Oper 346300 Pool Pass -Annual Pass 208-402 14,00�414,Q0 .00426.00 0.00-425,00 21.00439.00 227R0-4n-110 234.00450.00 -30 Day Pass 19, 00-36.00 20 00-37.00 20.50-38 00 20,50-38 00 21.00-39.00 21.DD-34.OD 22110.40-O0 10520543 C-ry Park Pool Oper 382200 Private Swim Party 22500 ,p011,5 hr 11.5 hr 8 50-25.00 10520620 SPI Clubs and Special Event 346400 Lesson SB-S23 8 25-24 00 8 50.25.011 5 00-26 00 Sm." 5.00-2700 1052/62/ SPI Clubs and Special Event 346700 Special Events 5 00-26 00 SAD.20.W 5.00-27AEI - Awls 10120720 Youth Sports Programs 346400 Lessons 25.00-5D.00 26.00-51-50 27.0[-53.00 27-9053-00 28.00-55 00 2800-55.00. 291111 10520820 Adult Sports Programs 105.0o40D,00110, 0041000 9Q.D04100D 30.00410-00 10.0042500 to. AUA25A0 10.0(1440A0 " Meeting room rental rates are now at an hourly rate, rather than a 3 hour block. This helps to provide more flexbililywith rentals, d No Increases proposed; insurance requirements (his last year is an added cost for vendors ^Base and/or Max Change - more renective of actual community needs 10530200 Parks Ops & Malnl 382100 Land Rental - Golden Plots 10530200 Parks Ops & Maint 382600 ThealrelStage Rental 10530200 Parks Ops & Maint 382700 Reservations -Park Shelters (for 5 hours) 10530200 TTRA 382700 Reservations -TTRA Lodge 10530200 Ashton House 382700 Reservations _ -Ashton House 10530211 Ball Diamonds 382100 Toum- Fcas (land ren� -Out of town -Local -Lights (per hour) 10530211 Ball Diamonds 382700 Reservations -Field Rental Local (perhou -Field Prep Loral -Lights (per hour) -Field Rental Out of Town U -Field Prep Out of Sown 10530212 Soccer 382700 Reservations -Field Rental Local (per hou -Out of town/game non-loun -Cross Country event 10530212 Soccer 382100 Toum- Fees (land rental) -Out of town (per hour) 10530212 &occur - -Local(purhpur) 0530221 Dog Parks 346100 Admissions -Annual Tags -Daily Tags _ _Spacial Events 21r.p0 26.7b 3&.OB 33:00 17.0027.pp T7:O( 27.00 18,OA-28A11 50-150 hr 51.50-154.50 67-200/hr S7-111 11K7 p 206.00 69.00.106.00 7140-212.00 )0-104.00 3&50-1g7.00 2430 53y:O0 2-00-439:p0 17.00-110.00 17.00-1 f 0.00 18.00-11i.00 50-1500 .00.2000-00 70-2600 70-2600108.00-1500.00108.00.t500.00115.M1580.00 ip.750 50.00.500.00 fibsi69 rrs-s6p 60.00-75p.[f0 l.o.-.I 60.00-750.00 ..............._ &5-00.800.00 su-u9 31.00 40,00 4&W 33.00 33.00 20.00 21-00 27 00 27-00 22.00 22.00 2 15.00 16-00 24-00 21.0fi 17.00 17.00 1 15.00 16.00 21-.0 21:00 17.00 17.00 1 30.00 31.00 40.00 4G.M 33.00 33.00 3 15.00 16.00 21.00 24-0 17.00 17.00 1 18.00 19.00 25.0 25A30 21.00 21-00 2 35.00 36.00 47A0 47,00 39-001 39.00 4 40-135 40-13! 5.00 5-Ol 50.95 - - 5"! 40{30 33.00 33.00 35.00 W.-00 27-00 27.00 28.00 WIM 52-176 53.00-181.00 53.00-181.00 53.00-181.00 5.00 5.00 5.00 5.00 65-124 67-00-128.00 67-00-128.00 67.00-128.00 Item Number: 7.g. CITY OF IOWA CITY Z%--_ �=Pa COUNCIL ACTION REPORT February 21, 2023 Resolution Approving Final Plat of Cardinal Heights Part 1, Iowa City, Iowa. (SUB22-0017) Attachments: Staff Report - Parts 1 and 2.docx FP -Cardinal Heights -Part One -staff approved.pdf Final Plat - Resolution - Part 1.doc STAFF REPORT To: City Council Prepared by: Anne Russett, Senior Planner Item: SUB22-0017 Date: February 23, 2023 Cardinal Heights Parts 1 & 2 GENERAL INFORMATION: Applicant: Jason Walton Navigate Homes iason(a)navigate homes iowa.com Contact Person: Brian Vogel Hall & Hall Engineers, Inc 1860 Boyson Road Hiawatha, IA 52233 319-362-9548 brian@halleng.com Owner: Dave Oyler IC Grove East, LLC Requested Action: Approval of final plat Purpose: To create Cardinal Heights Part 1 & 2 and allow for the development of 78 dwelling units. Location: East of Camp Cardinal Boulevard and West of Camp Cardinal Road. Location Map: Size: Existing Land Use and Zoning Surrounding Land Use and Zoning 27.68 acres Undeveloped, zoned for multi -family development (OPD/RM-12) North: OPD/RS-8 - Medium Density Single - Family Residential with a Planned 2 Development Overlay South: OPD/CC-2 - Community Commercial with a Planned Development Overlay East: OPD/RS-5 - Low Density Single -Family Residential with a Planned Development Overlay and ID-RS - Interim Development Single - Family Residential West: OPD/RM-12 - Low Density Multi -Family Residential with a Planned Development Overlay Comprehensive Plan: 8-16 units / acre District Plan: None Neighborhood Open Space District: NW1 File Date: November 7, 2022 60 Day Limitation 60-day limitation period waived by applicant BACKGROUND INFORMATION: The applicant, Jason Walton of Navigate Homes, submitted a final plat for Cardinal Heights Parts 1 a 9.80 acre residential subdivision and Cardinal Heights Part 2, a 17.88 acre subdivision. Cardinal Heights Part 1 contains 10 residential lots intended for duplexes and 1 multifamily lot intended for 4 townhome-style buildings and 30 multi -family units. Cardinal Heights Part 2 contains 12 residential lots intended for duplexes. The subject property is located east of Camp Cardinal Blvd and west of Camp Cardinal Road. Cardinal Heights Part One shows the extension of Deer Creek Road off Camp Cardinal Blvd through the parcel connecting to Camp Cardinal Road. It also shows the creation of Maclan Loop. Cardinal Heights Part Two shows the creation of Maclan Court. On October 3, 2022 the City Council approved a rezoning for approximately 27.68 acres of the property to OPD/RM-12. The rezoning included the following conditions: 1. Prior to issuance of building permit, Owner shall contribute 50% of the cost of upgrading Camp Cardinal Road to City standards. This contribution shall include 50% of the cost of construction of the traffic circle at the intersection of Deer Creek Road and Camp Cardinal Road. The preliminary planned development overlay plan and sensitive areas development plan was approved as part of the rezoning. City Council also approved the preliminary plat on October 3, 2022. ANALYSIS- 3 The final plat of Cardinal Heights Parts 1 and Cardinal Heights Part 2 is in general compliance with the preliminary plat and subdivision regulations. Legal papers and construction drawings are currently being reviewed by staff. It is anticipated that these documents will be approved prior to the January 10, 2023 Council meeting. Environmentally Sensitive Areas: The subject property contains regulated wetlands, woodlands, and slopes. Cardinal Heights Part One includes a 3.34 acre outlot which contains sensitive features that are protected through a conservation easement shown on the plat. Similarly, the 13.27 acre outlot A in Cardinal Heights Part Two also contains a conservation easement. Both of these outlots will be maintained by a homeowners association. A Level II preliminary sensitive areas development plan was approved with the rezoning and preliminary plat. A final sensitive areas development will be required prior to any development activity. Neighborhood Open Space: The City's Neighborhood Open Space Ordinance requires the dedication of 0.63 acres or a $46,439 fee in lieu thereof for Cardinal Heights Part 1 and a dedication of 1.16 acres or a $84,728 fee in lieu thereof for Cardinal Heights Part 2. The payment of fees is appropriate for both of these final plats. This requirement will be addressed in the legal papers. Transportation: Cardinal Heights Part One shows the extension of Deer Creek Road off Camp Cardinal Blvd through the parcel connecting to Camp Cardinal Road. It also shows the creation of Maclan Loop. Cardinal Heights Part Two shows the creation of Maclan Court. The construction drawings also show a 5' sidewalk along all the proposed streets and connects to the existing sidewalk along Camp Cardinal Boulevard. The applicant will also be required to provide 50% of the cost for improvement of Camp Cardinal Road as a future access point. This contribution shall include 50% of the cost of construction of the traffic circle at the intersection of Deer Creek Road and Camp Cardinal Road. These conditions will be addressed in the legal documents. Storm Water Management: Storm water management for Cardinal Heights Part Two is being met in the existing regional retention basin located on the west side of Camp Cardinal Blvd. The proposed 6.21 acre stormwater detention basin in Outlot A will serve Cardinal Heights Part One and some portion of Cardinal Heights Part Two. Public Works staff is reviewing the final storm water management plan, which are expected to be approved prior to the February 21, 2023 City Council meeting. Sanitary Sewer Service: The development is serviced by a previously approved sanitary sewer plan of improvements that was originally proposed for development on the west side of Camp Cardinal Blvd. The sanitary sewer line is located at the northern end of Cardinal Heights Part Two. NEXT STEPS: Once the final plats, construction drawings, and legal documents are approved and all improvements have been accepted by the City, the applicant can submit a final sensitive areas development plan, site plan and building permit applications. STAFF RECOMMENDATIONS: Staff recommends approval of SUB22-0017, the final plat of Cardinal Heights Part 1, an 11-lot and 1-outlot subdivision, and the final plat of Cardinal Heights Part 2, a 12-lot and 1-outlot subdivision located east of Camp Cardinal Blvd and west of Camp Cardinal Road. ATTACHMENTS: 1. Final Plat — Cardinal Heights Part One 2. Final Plat — Cardinal Heights Part Two Approved by: Danielle Sitzman, AICP, Development Services Coordinator Department of Neighborhood and Development Services INDEX LEGEND SPACE RESERVED FOR RECORDING PURPOSES CONSERVATION EASEMENT LENGTHS Line # Direction Length L1 S1° 02' 35"E 12.93' L2 N89° 05' 12"E 100.73' L3 N48° 20' 47"E 19.79' L4 N89° 05' 49"E 5.60' L5 N15° 00' 52"W 5.73' L6 N34° 21' 04"E 8.00' L7 N24° 23' 02"E 8.83' L8 N14° 25' 01"E 8.83' L9 N4° 26' 59"E 8.83' L10 N5° 31' 03"W 8.83' L11 N15° 39' 14"W 10.95' L12 N15° 46' 32"W 26.08' L13 N29° 20' 10"W 34.59' L14 N19° 23' 49"W 29.78' L15 N38° 30' 42"W 11.02' L16 S71 ° 41' 47"E 36.07' L17 S24° 42' 31 "E 140.03' L18 S43° 28' 59"E 59.15' L19 S31° 51' 03"E 20.31' L20 S29° 19' 21 "E 44.87' L21 S18° 13' 37"E 12.95' GRAPHIC SCALE IN FEET SCALE: 1"=60' �O I ' I � I � I I I � I I I I � I r FD. 1 /2" REBAR I CT� W/BROKEN ORANGE GI PLASTIC CAP Id I FD. 1 /2" REBAR W/ORANGE PLASTIC / CAP NO. 11579 146T9O R10H i N13°32'19"W I N78°21'58 E o 60 00' SURVEY LEGEND N 00 N z FINAL PLAT CARDINAL HEIGHTS PART ONE A PORTION OF AUDITOR'S PARCEL NO. 2011054 CITY OF IOWA CITY, JOHNSON COUNTY, IOWA EAST 1/4 CORNER SECTION 12-T79N-R7W 00 FD. S.C.M. BOOK 63, PAGE 387 0 w Ln POINT OF BEGINNING o N89°05'50"E 457.65' _ II \\\ N1'02'35"W 1 S \ 53.24' O � F CONSERVATION �\ N EASEMENT N89'23'52"E - ! J 61.15' 0 N J LOT 11 04y 1.81 acres N88°57'25"E 5.15' N0°07'36"W 15' UTILITY AND 36.36' SANITARY SEWER EASEMENT N60°03�'08"E S88°57'25"W o - - - N89°05'49"E 135.93' N G22 R1GHT OF WAY LINE I N61 °29'33"E _ _ N89°05'49"E 168.34 _ FD. 56.58' io C21 - �� o z DEER CREEK ROAD S6 280'95"E Q 5/8" S22°50'12"E \ REBAR 4a'E 22.36' C23 C28 <C\.\ORO) Y LINE _ N89°05'49"E 135,93' _ 7 Q W/YELLOW - N616o Op -°255 9g' C14 RIGHT OF WA C17 47_33 - - - - --88.60' �!` I CAP PLASTIC (ILLEGIBLE) N22°50'12"W ya 2g�� _,. C16 --__- o _-------- o �\� Z 22.31 ' a C 24 N61 h0 p� \ u•. - - 0 0 14 - o Q \� I M C25 6�2gp \ '� �_' LOT 8 0.2�Ta9res � LOT 10 I o t C31 \A�o. \ N � � 0.28 acres Lao) L� C26 C27 - / \, \ o �. 0� LO.34 acres F WAY LINE / C13 i' C15 \\ N \\ s' i� Z L4 L2 \ C30 145.92 - `� C29 \ I C20 47.33' 112.67' 15' UTILITY EASEMENTC19 °00.00L' LOT A � 5'49"E 161 U I oz 3 _ C3 0 1.87 acres 06 \ LOT 7 \ L3 144.9_1 O .N \ �\ C181 11 CONSERVATION 66' FD. 1 /2" REBAR W/ORANGE PLASTIC CAP NO, 11579 - LOT B� 307 SQ. FT CONSERVATION EASEMENT _0 21„E \ N �, \ 0.28 acres \ yo � S28°40 48 E N78.22 104.88 -_ 15 0 y ,n \ \ n 52.48' EASEMENT R.o.w. rn \ & 38' \ - �r \ \ p5 I Zl 230' STORM SEWER EASEMENToC2 40 5' UTILITY \ .co N 23 'Y z \ 13 p0 /\ i' �, S61 °19'12"W _ Q0 cfl I� N76°27'41 "E EASEMENT\ o \ °59 O$'E 1 / 30.00' 40 00 - � OUTLOT A �, � \ L21 20.01 \ 6, N74 ( SEE DETAIL FOR 1 \ 3.24 acres w \ \ LOT 1 \ v \\ CONSERVATION 1 -i0 EASEMENT w l \ w v1 \�J-L20 N4 44 O90"E 0.26 acres \\ i ,� \ EASEMENT 1 DISTANCES 70,5� a�,, -O \\ z N \\ M. Cam\ 15 \r \ s %'' N\ ^ Q N w �\ L19 o o\ LOT 6 \ o \ z i \\ \ N N7 4• g9 0 \ � � \ \\ \\ L18 N \ LID Lo \ s LOT 2 \\16 o -0 0.22 acres \\ o \\\ \\ N74.59 08 18.\40' \ \ C1 \ \ \ \ 18.40' \\ \\ L17 \ C32 \ \ \\ CONSERVATION \ EASEMENT \ \ 15' UTILITY \ EASEMENT \� \\ LOT 3 \ C9 0.31 acre \\ L16 \ \\ Gq >2SSSq. 0. FD. 1/2" REBARW/ORANGE PLASTIC \\\ �otioRo� CAP N0. 11579� \ O SET 1/2" REBAR W/ YELLOW PLASTIC CAP NO. 14809 • FD. 1 /2" REBAR W/ YELLOW PLASTIC CAP NO. 18769 UNLESS NOTED OTHERWISE FD. SECTION CORNER MONUMENT RECORDED AS - - - - - -(-)- - - - - - EASEMENT LINE PLAT BOUNDARY - - EXISTING LOT LINE - - SECTION LINE - - - - 1/4-1/4 SECTION LINE CENTERLINE -- -- -- -- -- - SETBACK LINE \ 0.22 acres 0 \ \ l w n ri \ 13 0d� 0 \ CONSERVATION o z >> L_' `� \ Og'E 1 \ `y \ \ EASEMENT F I F z s -O \ N14 59 \ I \ cn 0 �' 1I \ ��STORM WATER \ :N � �J � w N s) O \ L13 27.42' \ DETENTION \ Q `0 Z \ \ \ \ \ EASEMENT \ z O O N � 27.42' L14\ �S8'14'25"E o \ 1 40.03' (CHORD) \\ RIGHT OF WAY U1 N32°51'05"E I I L15 \ \ ESTABLISHED 1 14.98' I I LOT 5 \ \ BOOK 4, PAGE 650 1 tiS(CHORD) C7 I I 0.36 acres \ PARTIALLY VACATED - \ / I C34 \\ \nd � \ BOOK 5, PAGE 426 C 12 S'srs C 11 N\\ C 5 SQ \Y ��\ > C6 i v'ss\ N83°40'11"E 208.96____----,\\ 6' \\ _SETBACK- m - C33 - - 0151 s 20' STORM SEWER EASEMENT 15' UTILITY AND \\ \\ \\ l \ N86315'8 E LOT 4 WATERMAIN \\ 0 0.37 acres EASEMENT N \ \ \ a! o�\ 14.68'- = C 10 C8 \ \ \ Z \ 36.93'7 SOUTH LINE AUDITOR'S PARCEL 2011054 OWNER/APPLICANT: IC GROVE EAST, LLC 755 MORMAN TREK BLVD. IOWA CITY, IOWA 52246 OWNER'S ATTORNEY: CRYSTAL RAIBER HOLLAND, MICHAEL, RAIBER & SITTIG PLC 123 NORTH LINN STREET SUITE 300 IOWA CITY, IOWA 52245 TOTAL AREA: 9.80 ACRES SOUTH LINE N.E.1/4-S.E.1/4 S89°07'13"W 621.20' \ yd \ LO T 19 \ \ fL5 \ L6-� L7 /\ / \ �� IL8 OUTLOT A L9 IL10 30' STORM SEWER EASEMENT LO T 18 \ CONSERVATION EASEMENT \\L 12 \ L13 DETAIL -SCALE: I "=40' SE COR-NE1/4-SE1/ SECTION 12-T79N-R' FD. 5/8" REBAR WITI ALUMINUM CAP NO. 22561 0.19' EAST OF SECTION LINE. BOOK 63, PAGE 389 I I 40' w z J r 3 I SOUTH LINE AUDITOR'S PARCEL 2011054 OWNER/APPLICANT: IC GROVE EAST, LLC 755 MORMAN TREK BLVD. IOWA CITY, IOWA 52246 OWNER'S ATTORNEY: CRYSTAL RAIBER HOLLAND, MICHAEL, RAIBER & SITTIG PLC 123 NORTH LINN STREET SUITE 300 IOWA CITY, IOWA 52245 TOTAL AREA: 9.80 ACRES SOUTH LINE N.E.1/4-S.E.1/4 S89°07'13"W 621.20' \ yd \ LO T 19 \ \ fL5 \ L6-� L7 /\ / \ �� IL8 OUTLOT A L9 IL10 30' STORM SEWER EASEMENT LO T 18 \ CONSERVATION EASEMENT \\L 12 \ L13 DETAIL -SCALE: I "=40' SE COR-NE1/4-SE1/ SECTION 12-T79N-R' FD. 5/8" REBAR WITI ALUMINUM CAP NO. 22561 0.19' EAST OF SECTION LINE. BOOK 63, PAGE 389 I I 40' w z J r 3 I w of c� FD. 5/8" REBAR TH WI ALUMINUM CAP I , LOCATION: N.E.1/4-S.E.1/4 SECTION 12, T79N, R7W AUDITOR'S PARCEL 2011054 REQUESTOR: IC GROVE EAST, LLC PROPRIETOR:IC GROVE EAST, LLC SURVEYOR: GREGG E. SAMPSON, P.L.S. COMPANY: HALL & HALL ENGINEERS, INC. 1860 BOYSON ROAD HIAWATHA, IOWA 52233 1-319-362-9548 RETURN TO: SUSANOHALLENG.COM Curve Table Curve Delta Tangent Length Radius Chord Chord Brg C1 17° 16' 29" 167.09' 331.65' 1100.00' 330.40' N24° 46' 53"W C2 87° 58' 29" 19.31' 30.71' 20.00' 27.78' N30° 24' 39"E C3 0° 53' 55" 4.16' 8.31' 530.00' 8.31' N77° 55' 00"E C4 179° 58' 00" 19546&08' 179.04' 57.00' 114.00' N74° 58' 21 "E C5 51' 49' 23" 27.69' 51.56' 57.00' 49.82' S40° 57' 21 "E C6 72° 43' 49" 41.97' 72.35' 57.00' 67.59' N76° 46' 03"E C7 55' 24' 47" 29,93' 55,13' 57,00' 53.00' N12° 41' 44"E C8 179° 58' 00" 582952.06' 533.97' 170.00' 340.00' N74° 58' 56"E C9 51° 50' 21" 82.62' 153.81' 170.00' 14&62' S40° 57' 15"E C10 72' 43' 09" 125.15' 215.76' 170.00' 201.57' N76° 46' 00"E C11 55° 24' 30" 89.27' 164.40' 170.00' 15&07' N12° 42' 11 "E C12 180° 00' 00" INFINITY' 106.81' 34.00' 68.00' N74° 59' 08"E C13 3° 36' 04" 16.66' 33.31' 530.00' 33.30' N63° 17' 35"E C14 27° 36' 16" 115.46' 226.44' 470.00' 224.26' S75° 17' 41 "W C15 3° 57' 11 " 16.22' 32.43' 470.00' 32.42' S63° 28' 09"W C16 17° 06' 12" 70.68' 140.30' 470.00' 139.78' S73° 59' 50"W C17 6° 32' 53" 26.89' 53.71' 470.00' 53.69' N85° 49' 23"E C18 26° 36' 28" 85.13' 167.18' 360.00' 165.68' S75° 47' 35"W C19 20' 03' 35" 63.67' 126.04' 360.00' 125.40' S72° 31' 09"W C20 6° 32' 53" 20.59' 41,14' 360.00' 41.12' N85° 49' 23"E C21 27° 36' 16" 122.83' 240.90' 500.00' 238.57' N75° 17' 41 "E C22 23' 32' 02" 110.40' 217.70' 530.00' 216.17' N77° 19' 48"E C23 4° 04' 14" 18.83' 37.65' 530.00' 37.65' N63° 31' 40"E C24 95° 40' 15" 9.94' 15.03' 9.00' 13.34' S70° 40' 19"E C25 94° 51' 11" 9.80' 14.90' 9.00' 13.26' N24° 35' 23"E C26 6° 20' 59" 26.07' 52.09' 470.00' 52.06' N75° 11' 28"E C27 16' 52' 25" 74.16' 147.25' 500.00' 146.72' N69° 55' 45"E C28 27° 36' 16" 122.83' 240.90' 500.00' 238.57' N75° 17' 41 "E C29 3° 23' 10" 14.78' 29.55' 500.00' 29.55' N76° 40' 23"E C30 7° 48' 59" 34.16' 68.21' 500.00' 68.16' N71° 04' 18"E C31 5° 40' 15" 24.76' 49,49' 500.00' 49.47' N64° 19' 41 "E C32 51 ° 49' 23" 39.84' 74.17' 82.00' 71.67' S40° 57' 21 "E C33 72° 43' 51" 60.38' 104.09' 82.00' 97.24' N76° 46' 02"E PROPERTY LOCATION ICI Jo 1 t7 L LOCATION MAP -SCALE: 1 "=500' NOTES: 1. LOTS "A" AND "B" ARE BEING DEDICATED TO THE CITY OF IOWA CITY AT THIS TIME AS PUBLIC STREET RIGHT OF WAY, 2. OUTLOT "A" IS FOR A CONSERVATION EASEMENT TO BE PRIVATELY OWNED AND MAINTAINED. 3. DISTANCES ARE IN FEET AND DECIMALS THEREOF. 4. BEARINGS ARE BASED ON: NAD83 (2011) (EPOCH 2O10.000) Iowa State Planes, South Zone, as observed using the Iowa Real Time Network. 5. DATE OF SURVEY FIELD WORK: 8/11 /2022 6. NOTES ON THIS PLAT ARE NOT INTENDED TO CREATE ANY VESTED PRIVATE INTEREST IN ANY STATED USE RESTRICTION OR COVENANT OR CREATE ANY THIRD PARTY BENEFICIARIES TO ANY NOTED USE RESTRICTION OR COVENANT. 7. GREEN SPACE WITHIN MACLAN CIRCLE TO BE MAINTAINED BY HOME OWNERS ASSOCIATION. LEGAL DESCRIPTION: A PORTION OF AUDITOR'S PARCEL 2011054, LOCATED IN THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER (N.E. 1/4-S.E 1/4) OF SECTION TWELVE (12), TOWNSHIP SEVENTY-NINE (79) NORTH, RANGE SEVEN (7) WEST OF THE 5TH PRINCIPAL MERIDIAN, CITY OF IOWA CITY, JOHNSON COUNTY, IOWA, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE EAST QUARTER (E 1/4) CORNER OF SAID SECTION 12; THENCE SOUTH 1°02'35" EAST ON THE EAST LINE OF SAID N.E.1/4-S.E.1/4, A DISTANCE OF 601.82 FEET TO THE POINT OF BEGINNING; (THE FOLLOWING THREE (3) COURSES ARE ON THE EASTERLY LINES OF SAID AUDITOR'S PARCEL 2011054) THENCE CONTINUING SOUTH 1°02'35" EAST, 122.90 FEET: THENCE SOUTH 88°57'25" WEST, 40.00 FEET; THENCE SOUTH 1°02'35" EAST, 596,00 FEET TO THE SOUTH LINE OF SAID AUDITOR'S PARCEL 2011054; THENCE SOUTH 89°07'13" WEST ON SAID SOUTH LINE, 621.20 FEET TO A WESTERLY LINE OF SAID AUDITOR'S PARCEL 2011054 AND THE BEGINNING OF A 1100.00 FOOT RADIUS CURVE, CONCAVE NORTHEASTERLY AND HAVING A LONG CHORD OF 330.40 FEET BEARING NORTH 24°46'53" WEST; (THE FOLLOWING FOUR (4) COURSES ARE ON THE WESTERLY LINES OF SAID AUDITOR'S PARCEL 2011054) THENCE NORTHWESTERLY ON THE ARC OF SAID CURVE, 331,65 FEET TO THE BEGINNING OF A 20.00 FOOT RADIUS CURVE, CONCAVE SOUTHEASTERLY AND HAVING A LONG CHORD OF 27.78 FEET BEARING NORTH 30°24'39" EAST; THENCE NORTHEASTERLY ON THE ARC OF SAID CURVE, 30.71 FEET; THENCE NORTH 76°27'41" EAST, 20,01 FEET; THENCE NORTH 13°32'19" WEST, 60.00 FEET; THENCE NORTH 78°21'34" EAST, 146.92 FEET TO THE BEGINNING OF A 470.00 FOOT RADIUS CURVE, CONCAVE NORTHERLY AND HAVING A LONG CHORD OF 52.06 FEET BEARING NORTH 75°11'28" EAST; THENCE EASTERLY ON THE ARC OF SAID CURVE, 52.09 FEET TO THE BEGINNING OF A 9.00 FOOT RADIUS CURVE, CONCAVE NORTHWESTERLY AND HAVING A LONG CHORD OF 13.26 FEET BEARING NORTH 24°35'23" EAST; THENCE NORTHEASTERLY ON THE ARC OF SAID CURVE, 14.90 FEET; THENCE NORTH 22°50'12" WEST, 22.31 FEET; THENCE NORTH 67°09'48" EAST, 60.00 FEET; THENCE SOUTH 22°50'12" EAST, 22.36 FEET TO THE BEGINNING OF A 9.00 FOOT RADIUS CURVE, CONCAVE NORTHERLY AND HAVING A LONG CHORD OF 13.34 FEET BEARING SOUTH 70°40'19" EAST; THENCE EASTERLY ON THE ARC OF SAID CURVE, 15.03 FEET; THENCE NORTH 61 °29'33" EAST, 56.58 FEET TO THE BEGINNING OF A 530.00 FOOT RADIUS CURVE, CONCAVE SOUTHEASTERLY AND HAVING A LONG CHORD OF 37.65 FEET BEARING NORTH 63°31'40" EAST; THENCE NORTHEASTERLY ON THE ARC OF SAID CURVE, 37.65 FEET; THENCE NORTH 16°17'29" WEST, 98.74 FEET; THENCE NORTH 6°28'51" WEST, 123.28 FEET; THENCE NORTH 89°05'50" EAST, 457.65 FEET TO THE POINT OF BEGINNING. DESCRIBED PARCEL CONTAINS 9.80 ACRES. PLAT/PLAN APPROVED by the City of Iowa City, Iowa CLERK DATE UTILITY EASEMENTS AS SHOWN HEREON, MAY OR MAY NOT INCLUDE SANITARY SEWER LINES, AND/OR STORM SEWER LINES, AND/OR WATER LINES; UTILITY EASEMENTS, AS SHOWN HEREON, ARE ADEQUATE FOR THE INSTALLATION AND MAINTENANCE OF THE FACILITIES REQUIRED BY THE FOLLOWING AGENCIES: MIDAMERICAN ENERGY CO. DATE MEDIACOM DATE LUMEN DATE IMON DATE METRONET DATE (GREGGZ"_ E. �< w SAMPSON 14809 :moo o_ �0WP I hereby certify that this land surveying document was prepared and the relate survey work was performed by me or under my direct personal supervision and that I am a duly licensed Land Surveyor under the laws of the State of Iowa. Signed: Date: GREGG E. SAMPSON, P.L.S. Iowa License No. 14809 My license renewal date is December 31, 2022 ENTIRE SUBMISSION IS COVERED BY THIS SEAL UNLESS SPECIFIED BELOW: Revision Description Revision Number & Date U Q) L U �Z Z Z UN) U E o [I_ Nrn UZ LLI u7 of W UJ pM a0 W V = h Qx 6 W W, Z LLI a LL z0 _3 Z J 100 • J J Q (D • Z (7 WM af W} 06 o° z j }v O iu Zof W U mZ �o J0 �z °2a U� Designed by - Drawn Drawn by: BJV Checked by: GES Dote: 12/19/2022 Field Book IN 268 Scale: 1 "=60' Sheet: 1 of 1 Project Number: 20034-20-2 U z_ J w m 0 a 0 0 0) 3 7 a; C) N 0 M 0 i Q o_ N I 0 N I 0 O N 1-1 12 0 a c� 0 / U a N t a U 6 iZ 0 Q U I IIIIIII II III III IIIII IIIII III IIIII IIIII IIIII IIIII IIII IIIII II I I IIII II Doc ID: 032060550040 Type: GEN Kind: SUBDIVISION Recorded: 04/07/2023 at 09:41:00 AM Fee Amt: $202.00 Page 1 of 40 Johnson County Iowa Kim Painter County Recorder BK6468 PG816-855 Pf 5 P- STATE OF IOWA ) ) SS JOHNSON COUNTY ) �r 4 A'l CITY OF IOWA CITY 410 East Washington Strcct lo%va City, Iowa 52240-1826 (319) 3S6-5000 (319) 356-SO09 FAX W W W.lcgov.org I, Kellie K. Fruehling, City Clerk of Iowa City, Iowa, do hereby certify that the Resolution attached hereto is a true and correct copy of Resolution No. 23-45, which was passed by the City Council of Iowa City, Iowa, at a regular meeting held on the 21 st day of February 2023, all as the same appears of record in my office. Also attached are the final legal documents for Cardinal Heights, Part 1, Iowa City, Iowa. Dated at Iowa City, Iowa, this �� 1 day of 1 2023. r -o 1'�� Kellie k, Fruehling City Clerk fires subdivision m Prepared by: Esther Tetteh, Associate Planner, 410 E. Washington St., Iowa City, IA 52240 (SUB22-0017) Resolution No, 23-45 Resolution Approving Final Plat of Cardinal Heights Part 1, Iowa City, Iowa. Whereas, the owner, IC Grove East, LLC, filed with the City Clerk the final plat of Cardinal Heights Part 1, Iowa City, Iowa, Johnson County, Iowa; and Whereas, said subdivision is located on the following -described real estate in Iowa City, Johnson County, Iowa, to wit: A PORTION OF AUDITOR'S PARCEL 2011054, LOCATED IN THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER (N.E. 1i4-S.E 1/4) OF SECTION TWELVE (12), TOWNSHIP SEVENTY-NINE (79) NORTH, RANGE SEVEN (7) WEST OF THE 5TH PRINCIPAL MERIDIAN, CITY OF IOWA CITY, JOHNSON COUNTY, IOWA, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE EAST QUARTER (E 1t4) CORNER OF SAID SECTION 12; THENCE SOUTH 1002'35" EAST ON THE EAST LINE OF SAID N.E.114-S.E.114, A DISTANCE OF 601.82 FEET TO THE POINT OF BEGINNING; (THE FOLLOWING THREE (3) COURSES ARE ON THE EASTERLY LINES OF SAID AUDITOR'S PARCEL 2011054) THENCE CONTINUING SOUTH 1 °02'35" EAST, 122.90 FEET: THENCE SOUTH 88°57'25" WEST, 40.00 FEET; THENCE SOUTH 1002'35" EAST, 596.00 FEET TO THE SOUTH LINE OF SAID AUDITOR'S PARCEL 2011054; THENCE SOUTH 89007'13" WEST ON SAID SOUTH LINE, 621.20 FEET TO A WESTERLY LINE OF SAID AUDITOR'S PARCEL 2011054 AND THE BEGINNING OF A 1100.00 FOOT RADIUS CURVE, CONCAVE NORTHEASTERLY AND HAVING A LONG CHORD OF 330.40 FEET BEARING NORTH 24046'53" WEST; (THE FOLLOWING FOUR (4) COURSES ARE ON THE WESTERLY LINES OF SAID AUDITOR'S PARCEL 2011054) THENCE NORTHWESTERLY ON THE ARC OF SAID CURVE, 331.65 FEET TO THE BEGINNING OF A 20.00 FOOT RADIUS CURVE, CONCAVE SOUTHEASTERLY AND HAVING A LONG CHORD OF 27.78 FEET BEARING NORTH 30024'39" EAST; THENCE NORTHEASTERLY ON THE ARC OF SAID CURVE, 30.71 FEET; THENCE NORTH 76027'41" EAST, 20.01 FEET; THENCE NORTH 13032'19" WEST, 60.00 FEET; Resolution No. 23 45 Page 2 THENCE NORTH 78021'34" EAST, 146.92 FEET TO THE BEGINNING OF A 470.00 FOOT RADIUS CURVE, CONCAVE NORTHERLY AND HAVING A LONG CHORD OF 52.06 FEET BEARING NORTH 75011'28" EAST; THENCE EASTERLY ON THE ARC OF SAID CURVE, 52.09 FEET TO THE BEGINNING OF A 9.00 FOOT RADIUS CURVE, CONCAVE NORTHWESTERLY AND HAVING A LONG CHORD OF 13.26 FEET BEARING NORTH 2403523" EAST; THENCE NORTHEASTERLY ON THE ARC OF SAID CURVE, 14.90 FEET; THENCE NORTH 22050'12" WEST, 22.31 FEET; THENCE NORTH 67009'48" EAST, 60.00 FEET; THENCE SOUTH 22050'12" EAST, 22.36 FEET TO THE BEGINNING OF A 9.00 FOOT RADIUS CURVE, CONCAVE NORTHERLY AND HAVING A LONG CHORD OF 13.34 FEET BEARING SOUTH 70040'19" EAST; THENCE EASTERLY ON THE ARC OF SAID CURVE, 15.03 FEET; THENCE NORTH 61029'33" EAST, 56.58 FEET TO THE BEGINNING OF A 530.00 FOOT RADIUS CURVE, CONCAVE SOUTHEASTERLY AND HAVING A LONG CHORD OF 37.65 FEET BEARING NORTH 63031'40" EAST; THENCE NORTHEASTERLY ON THE ARC OF SAID CURVE, 37.65 FEET; THENCE NORTH 16017-29" WEST, 98.74 FEET; THENCE NORTH 6028'51" WEST, 123.28 FEET; THENCE NORTH 89005'50" EAST, 457.65 FEET TO THE POINT OF BEGINNING. DESCRIBED PARCEL CONTAINS 9.80 ACRES. Whereas, the Neighborhood and Development Services Department and the Public Works Department examined the proposed final plat and subdivision, and recommended approval; and Whereas, a dedication has been made to the public, and the subdivision has been made with the free consent and in accordance with the desires of the owners and proprietors; and Whereas, said final plat and subdivision are found to conform with Chapter 354, Code of Iowa (2021) and all other state and local requirements. Now, therefore, be it resolved by the City Council of the City of Iowa City, Iowa, that: 1. The said final plat and subdivision located on the above -described real estate be and the same are hereby approved. 2. The City accepts the dedication of the streets and easements as provided by law and specifically sets aside portions of the dedicated land, namely streets, as not being open for public access at the time of recording for public safety reasons. The City shall accept the public improvements and open them for public access upon satisfaction of the terms and podttemplatevAnal_Plat _-_ Resolution _-_Pad 1.doadoc Resolution No. _ 23-45 Page 3 conditions stated in the Subdivider's Agreement. 3. The Mayor and City Clerk of the City of Iowa City, Iowa, are hereby authorized and directed, upon approval by the City Attorney, to execute all legal documents relating to said subdivision, and to certify a copy of this resolution, which shall be affixed to the final plat after passage and approval by law. The City Clerk shall record the legal documents and the plat at the office of the County Recorder of Johnson County, Iowa at the expense of the owner. Passed and approved this 21st: day of February , 2023. Mayor r em Attest: Y C ty Clerk It was moved by Dunn adopted, and upon roll call there were: Ayes: X X X X X_ X City Attorr 's Office (Sara Hektoen — 02/14/2023) and seconded by Taylor the Resolution be Nays: Absent: Alter Bergus Dunn Harmsen Taylor X Teague Thomas pcdAamplatestFinal_Plat _ _Resolution_ -_ Raft _1 tloadoc Item Number: Th. CITY OF IOWA CITY Z%--_ �=Pa COUNCIL ACTION REPORT February 21, 2023 Resolution Approving Final Plat of Cardinal Heights Part 2, Iowa City, Iowa. (SUB22-0017) Attachments: Staff Report - Parts 1 and 2.docx FP -Cardinal Heights -Part Two-122022-staff approved.pdf Cardinal Heights Part 2 Final Plat - Resolution.doc STAFF REPORT To: City Council Prepared by: Anne Russett, Senior Planner Item: SUB22-0017 Date: February 23, 2023 Cardinal Heights Parts 1 & 2 GENERAL INFORMATION: Applicant: Jason Walton Navigate Homes iason(a)navigate homes iowa.com Contact Person: Brian Vogel Hall & Hall Engineers, Inc 1860 Boyson Road Hiawatha, IA 52233 319-362-9548 brian@halleng.com Owner: Dave Oyler IC Grove East, LLC Requested Action: Approval of final plat Purpose: To create Cardinal Heights Part 1 & 2 and allow for the development of 78 dwelling units. Location: East of Camp Cardinal Boulevard and West of Camp Cardinal Road. Location Map: Size: Existing Land Use and Zoning Surrounding Land Use and Zoning 27.68 acres Undeveloped, zoned for multi -family development (OPD/RM-12) North: OPD/RS-8 - Medium Density Single - Family Residential with a Planned 2 Development Overlay South: OPD/CC-2 - Community Commercial with a Planned Development Overlay East: OPD/RS-5 - Low Density Single -Family Residential with a Planned Development Overlay and ID-RS - Interim Development Single - Family Residential West: OPD/RM-12 - Low Density Multi -Family Residential with a Planned Development Overlay Comprehensive Plan: 8-16 units / acre District Plan: None Neighborhood Open Space District: NW1 File Date: November 7, 2022 60 Day Limitation 60-day limitation period waived by applicant BACKGROUND INFORMATION: The applicant, Jason Walton of Navigate Homes, submitted a final plat for Cardinal Heights Parts 1 a 9.80 acre residential subdivision and Cardinal Heights Part 2, a 17.88 acre subdivision. Cardinal Heights Part 1 contains 10 residential lots intended for duplexes and 1 multifamily lot intended for 4 townhome-style buildings and 30 multi -family units. Cardinal Heights Part 2 contains 12 residential lots intended for duplexes. The subject property is located east of Camp Cardinal Blvd and west of Camp Cardinal Road. Cardinal Heights Part One shows the extension of Deer Creek Road off Camp Cardinal Blvd through the parcel connecting to Camp Cardinal Road. It also shows the creation of Maclan Loop. Cardinal Heights Part Two shows the creation of Maclan Court. On October 3, 2022 the City Council approved a rezoning for approximately 27.68 acres of the property to OPD/RM-12. The rezoning included the following conditions: 1. Prior to issuance of building permit, Owner shall contribute 50% of the cost of upgrading Camp Cardinal Road to City standards. This contribution shall include 50% of the cost of construction of the traffic circle at the intersection of Deer Creek Road and Camp Cardinal Road. The preliminary planned development overlay plan and sensitive areas development plan was approved as part of the rezoning. City Council also approved the preliminary plat on October 3, 2022. ANALYSIS- 3 The final plat of Cardinal Heights Parts 1 and Cardinal Heights Part 2 is in general compliance with the preliminary plat and subdivision regulations. Legal papers and construction drawings are currently being reviewed by staff. It is anticipated that these documents will be approved prior to the January 10, 2023 Council meeting. Environmentally Sensitive Areas: The subject property contains regulated wetlands, woodlands, and slopes. Cardinal Heights Part One includes a 3.34 acre outlot which contains sensitive features that are protected through a conservation easement shown on the plat. Similarly, the 13.27 acre outlot A in Cardinal Heights Part Two also contains a conservation easement. Both of these outlots will be maintained by a homeowners association. A Level II preliminary sensitive areas development plan was approved with the rezoning and preliminary plat. A final sensitive areas development will be required prior to any development activity. Neighborhood Open Space: The City's Neighborhood Open Space Ordinance requires the dedication of 0.63 acres or a $46,439 fee in lieu thereof for Cardinal Heights Part 1 and a dedication of 1.16 acres or a $84,728 fee in lieu thereof for Cardinal Heights Part 2. The payment of fees is appropriate for both of these final plats. This requirement will be addressed in the legal papers. Transportation: Cardinal Heights Part One shows the extension of Deer Creek Road off Camp Cardinal Blvd through the parcel connecting to Camp Cardinal Road. It also shows the creation of Maclan Loop. Cardinal Heights Part Two shows the creation of Maclan Court. The construction drawings also show a 5' sidewalk along all the proposed streets and connects to the existing sidewalk along Camp Cardinal Boulevard. The applicant will also be required to provide 50% of the cost for improvement of Camp Cardinal Road as a future access point. This contribution shall include 50% of the cost of construction of the traffic circle at the intersection of Deer Creek Road and Camp Cardinal Road. These conditions will be addressed in the legal documents. Storm Water Management: Storm water management for Cardinal Heights Part Two is being met in the existing regional retention basin located on the west side of Camp Cardinal Blvd. The proposed 6.21 acre stormwater detention basin in Outlot A will serve Cardinal Heights Part One and some portion of Cardinal Heights Part Two. Public Works staff is reviewing the final storm water management plan, which are expected to be approved prior to the February 21, 2023 City Council meeting. Sanitary Sewer Service: The development is serviced by a previously approved sanitary sewer plan of improvements that was originally proposed for development on the west side of Camp Cardinal Blvd. The sanitary sewer line is located at the northern end of Cardinal Heights Part Two. NEXT STEPS: Once the final plats, construction drawings, and legal documents are approved and all improvements have been accepted by the City, the applicant can submit a final sensitive areas development plan, site plan and building permit applications. STAFF RECOMMENDATIONS: Staff recommends approval of SUB22-0017, the final plat of Cardinal Heights Part 1, an 11-lot and 1-outlot subdivision, and the final plat of Cardinal Heights Part 2, a 12-lot and 1-outlot subdivision located east of Camp Cardinal Blvd and west of Camp Cardinal Road. ATTACHMENTS: 1. Final Plat — Cardinal Heights Part One 2. Final Plat — Cardinal Heights Part Two Approved by: Danielle Sitzman, AICP, Development Services Coordinator Department of Neighborhood and Development Services FINAL PLAT CARDINAL HEIGHTS PART TWO A PORTION OF AUDITOR'S PARCEL NO. 2011054 CITY OF IOWA CITY, JOHNSON COUNTY, IOWA EXISTING 35' / / SANITARY \\ y �50'�1 nJ� SEWER, STORM \ y5 / C SEWER AND DRAINAGE EASEMENTO� y EXISTING O`S/ / \ y0� \ q\ I r�p6$ DRAIN AGE NT 30 EXISTING \ / SANITARY SEWER 40' EASEMENT 05 EXISTING DRAINAGE I1r/ S10.43'50 "E EASEMENT6 0 54.63' Al / o AREA „B„ Q+ I STORMWATER MANAGEMENT Q� REBAR2 \ FACILITY EASEMENT IW/YELLOW BOOK 3877, PAGES 442-446 PLASTIC CAP No. 18769 N89°07'35"E 300.30, /70. I / � - - - - - - - FD. 1/2" REBAR C4 - - - - - - - - - - - I - - - - �� - W YELLOW PLASTIC CAP - i �OrO NO. 18769 -----------J� I r------- 278.11' - 1 1 I I S89'06'55"W a 0 I to I I EXISTING SANITARY SEWER 15, �� M EASEMENT I I BOOK 5877, PAGE 727 �100' I 1 / � I � I I / I a' 0)I 1 L 10 /- -{ ao NI N I Ss�:3,34 " NI I CONSERVATION • I w I I EASEMENT Nco L 11 a s F �6 M iN I I SANITARY, i ai I ? I I DRAINAGE AND ytk� L9 25' L12 ?0Q46 EASEMENTCONSERVATION II STORM SEWER .p6 L8 SET -BACK EASEMENT g FD. 1/2" REBAR W/YELLOW PLASTIC CAP NO. 18769 /I 1 Lei Z I w n vi L o LLJ 0 � G o Py �3 4�400� E 1 /4-COR I \ SECTION 12-T79N-R7W FD. SCM POINT OF BEGINNING M CONSERVATION EASEMENT - I LOT 18 z �� s6yy4 L7 LOT 17 0.35 acres L13 k1�p I L14 OUTLOT A °l,�p` N� I1 3? E 0.39 acres - _ ` L15 13.27 acres II 3 76.95' o C24 / ' • - - C25 $� M L16°� coo I 1IIN N ��\22�08,��C13 Z C14�h�\6, =' )��L17 v nJ to ^ 378.3g, 9 C11 L18 �� Cjv `n I 1 I - E 109.4 \� LOT 19 0 40 iN S2'42'40"W I IN o 1' LOT A \� \ 1 � O 25.74' (CHORD) ¢ - - - - _ N_ M - - - - - I I 0.86 acres C15 0.33 acres a i- L19 Q �1 S86'10'18"E Z V' I I `O 211.95' 1\ 15' UTILITY / I C26 \ N87'38'40"W LOT 16 \ EASEMENT r ' 141.59' 1��00� I C3 I 3.56' C12 N83'31'09' E \ \� 0.38 acre \ C10 C16 3 �L20 ��40 v I� - 15' y 1\ 4�_ w C23 �11 L21 i4�y ,LOT 2038.47�c 0) LL 4�I0.30 acres NN83'3109E .a01.4K 'I - 1 �0.�, 15'--1 a � I I / 11 L22 �\D` q" �- I I I 11 LOT 15 id 60' I N83'31'09"E 108.33' CONSERVATION � EASEMENT Q, II o 0.27 acres Q� z 1 I to N \ L23 Q \ �1 n 1 LOT 21 00 y 1 % �15' UTILITY 110.00' r- °IQ.26 acres \� a 1 EASEMENT 3'3109"E 01 Z ti \ I N8 1 v O1 8,10' 1 \\ I 4��4J O a`o 15' UTILITY AND I n I 127.05' �O taj r 1 ni SANITARY SEWER O �� 11 M EASEMENT S 1 S89°05'50"W 457.65' O �' \ G�' `b titi \ z d 1 ? LOT 14 I o z- N83-31'09"E 108.33' O� \ - - - 4�4�QQ�� J I 0 0.27 acres I� W a Z art N 1 I LOT 22 act N Nti \ y r 1 110.02 0o N 61 N OS Q'� CONSERVATION FD. 1/2" r N CONSERVATION Z N82-24'27"E N. ,o 0.26 acre 3 c°•i c� REBAR zo o d I EASEMENT z z �l cp y EASEMENT I W/YELLOW I I M I\ \ C 18 V) \ r � 1 / I I 108.02 �(�� PLASTIC CAP L6 / / p8'32"E 1 AN UTILITY NO. 18769 �+, AND SANITARY .N II / rn LOT 13 \ I I 13.21 �v SEWER \ I / 0.27 acres C9 II \ S16°1 7'29"E �� EASEMENT / / �0 O \ rn I --:r 20.60 1 \ LOT 23 98.74' - - - - \ Z I��t5' I \ Ni7 pa 22"E C7 C17 C19 0.32 acres . ��Q+ RIGHT OF OF WAY LINE 1 I I L5 I S67°09'48"W\\ C20 N22°50'12"W 1�' / �� ems• d \ \ I L4 I 60.00 Cg 22.36 �Q' DEER CREEK ROAD - z FD. 5/8" 1;' a REBAR too' 111 ; 0.33Toc eS \ \ I \ \ /' / / C22 R1GHj WAS E - - - - T- - 88.60 - \ I ILLEGIBLE PLASTIC CAP I L1 I L3 P S22°50'12"E \ 1 S656 583„\N , \ \ I LOT B K, 22,31'� C2 \ �\' 0 ACO 10 d iN 0.02 acresz _ _ _ C5 C6 �L2 - -\ 15' UTILITY / \ \\ �• -9� I yO y0� o \ C2 _ ' EASEMENT - 57g•21'34,W WAY LINE \ \ I SE COR-NE 1/4-SE 1/4, Ln 1 Cl 146 g2 RIGHT OF SECTION 12-T79N-R7W N I -� S76°27'41"W y \ / 4 FD. 5/8" REBAR WITH o FD. 1/2" 20.01' �� 2 \ \ O`S ALUMINUM CAP NO, 22561 0.19' z REBAR �---1 cs \ \ \ �C�' EAST OF SECTION LINE. YEL PLLOW P \ \ \ PLASTIC CA \ C1 \/ NO. 18769- \ \ ` \1 / SURVEY LEGEND I • ------(-)------ SET 1/2" REBAR W/ YELLOW PLASTIC CAP NO. 14809 FD. 1/2" REBAR W/ ORANGE PLASTIC CAP NO. 11579 UNLESS NOTED OTHERWISE FD. SECTION CORNER MONUMENT RECORDED AS EASEMENT LINE PLAT BOUNDARY EXISTING LOT LINE SECTION LINE 1/4 SECTION LINE CENTERLINE SETBACK LINE OWNER/APPLICANT: IC GROVE EAST, LLC 755 MORMAN TREK BLVD. IOWA CITY, IOWA 52246 OWNER'S ATTORNEY: CRYSTAL RAIBER HOLLAND, MICHAEL, RAIBER & SITTIG PLC 123 NORTH LINN STREET SUITE 300 IOWA CITY, IOWA 52245 NOTES: 1. LOTS "A" AND "B" ARE BEING DEDICATED TO THE CITY OF IOWA CITY AT THIS TIME AS PUBLIC STREET RIGHT OF WAY. 2. OUTLOT "A" IS FOR A CONSERVATION EASEMENT TO BE PRIVATELY OWNED AND MAINTAINED. 3. DISTANCES ARE IN FEET AND DECIMALS THEREOF. 4. BEARINGS ARE BASED ON: NAD83 (2011) (EPOCH 2O10.000) Iowa State Plane, South Zone, as observed using the Iowa Real Time Network. 5. DATE OF SURVEY FIELD WORK: 8/11 /2022 6. NOTES ON THIS PLAT ARE NOT INTENDED TO CREATE ANY VESTED PRIVATE INTEREST IN ANY STATED USE RESTRICTION OR COVENANT OR CREATE ANY THIRD PARTY BENEFICIARIES TO ANY NOTED USE RESTRICTION OR COVENANT. Curve Table Curve Delta Tangent Length Radius Chord Chord Brg C1 87° 58' 29" 19.31' 30.71' 20.00' 27.78' N57' 29' 18"W C2 1° 13' 38" 11.78' 23.56' 1100.00' 23.56' N10° 19' 13"W C3 1 13° 32' 06" 78.32' 155.91' 660.00' 1 155.55' N2° 56' 21"W C4 6° 07' 55" 40.71' 81.34' 760.00' 81.30' NO' 45' 44"E C5 6' 20' 59" 26.07' 52.09' 470.00' 52.06' S75' 11' 28"W C6 94' 51' 11" 9.80' 14,90' 9.00' 13.26' S24° 35' 23"W C7 16° 21' 21" 76.17' 151.30' 530.00' 150.78' S14° 39' 32"E C8 9° 54' 34" 45.95' 91.66' 530.00' 91.55' S17° 52' 55"E C9 6° 26' 47" 29.85' 59.63' 530.00' 59.60' S9° 42' 15"E C10 56° 56' 39" 3.25' 5.96' 6.00' 5.72' N34° 57' 11 "W C11 293° 53' 19" 39.05' 307.76' 60.00' 65.45' S83° 31' 09"W C12 74' 46' 11" 45.85' 78.30' 60.00' 72.86' 1 S26° 02' 25"E C13 72° 15' 02" 43.79' 75.66' 60.00' 7&75' S47° 28' 12"W C14 60' 40' 35" 35,11' 63.54' 60.00' 60.61' N66° 03' 59"W C15 86° 11' 30" 56.14' 90.26' 60.00' 81.99' N7° 22' 03"E C16 56' 56' 39" 3.25' 5.96' 6.00' 5.72' N21° 59' 29"E C17 16' 21' 21" 67.54' 134.17' 470.00' 133.71' N14° 39' 32"W C18 2° 22' 36" 9.75' 19.50' 470.00' 19.50' N7° 40' 09"W C19 13' 58' 44" 57.62' 114.67' 470.00' 114.39' N15° 50' 50"W C20 16° 21' 21" 71.85' 142.73' 500.00' 142.25' N14° 39' 32"W C21 95° 40' 15" 9.94' 15.03' 9.00' 13.34' N70° 40' 19"W C22 4° 04' 14" 18.83' 37.65' 530.00' 37.65' S63° 31' 40"W C23 67° 30' 19" 56.80' 100.15' 85.00' 94.45' S22° 24' 29"E C24 72° 15' 02" 62.04' 107.19' 85.00' 100.22' S47° 28' 12"W C25 60' 40' 35" 49.75' 90.02' 85.00' 85.87' N66. 03' 59"W C26 70° 05' 57" 59.63' 103.99' 85.00' 97.63' NO* 40' 43"W 0 50 100 150 200 GRAPHIC SCALE IN FEET SCALE: 1"=100' TOTAL AREA: 17.88 ACRES SECTION AREAS (ACRES) SE 1/4-NE 1/4 3.07 NE 1/4-SE 1/4 14.81 LEGAL DESCRIPTION: INDEX LEGEND LOCATION: PART OF THE N.E.1 /4-S.E.1 /4 AND S.E.1/4-N.E.1/4 SECTION 12, T79N, R7W AUDITOR'S PARCEL 2011054 REQUESTOR: IC GROVE EAST, LLC PROPRIETOR:IC GROVE EAST, LLC SURVEYOR: GREGG E. SAMPSON, P.L.S. COMPANY: HALL & HALL ENGINEERS, INC. 1860 BOYSON ROAD HIAWATHA, IOWA 52233 1-319-362-9548 RETURN TO: SUSAN@HALLENG.COM LINE TABLE Line # Direction Length L1 S54° 38' 19"E 25.27' L2 N35° 19' 53"E 26.33' L3 NO' 04' 05"E 57.32' L4 S84° 36' 17"E 7.01' L5 N6° 48' 35"E 89.01' L6 N27 41' 08"E 70.75' L7 N53° 06' 34"E 8172' L8 S84° 11' 58"W 21.23' L9 S55' 45' 06"W 26.37' L10 S20' 02' 25"W 22.32' L11 N53. 06' 34"E 18.00' L12 S67' 33' 46"E 180.55' L13 S45° 27' 42"E 29.38' L14 S29° 23' 42"E 29.56' L15 S10' 48' 04"E 8.29' L16 S2° 30' 12"E 11.86' L17 S19° 12' 21 "W 22.28' L18 S13° 17' 09"W 15.60' L19 S4° 55' 49"E 58.44' L20 S10' 38' 46"W 49.37' L21 S73° 22' 45"E 29.65' L22 S10° 20' 28"E 49.11' rL23 S41' 51' 48' 133.27' SPACE RESERVED FOR RECORDING PURPOSES PROPERTY LOCATION A PORTION OF AUDITOR'S PARCEL 2011054, LOCATED IN THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER (N.E. 1/4-S.E 1/4) AND THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER (S.E.1/4-N.E.1/4) OF SECTION TWELVE (12), TOWNSHIP SEVENTY-NINE (79) NORTH, RANGE SEVEN (7) WEST OF THE 5TH PRINCIPAL MERIDIAN, CITY OF IOWA CITY, JOHNSON COUNTY, IOWA, MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE EAST QUARTER (E 1/4) CORNER OF SAID SECTION 12; THENCE SOUTH 1°02'35" EAST ON THE EAST LINE OF SAID N.E.1/4-S.E.1/4, A DISTANCE OF 601.82 FEET TO A NORTH LINE OF CARDINAL HEIGHTS PART ONE; (THE FOLLOWING TWELVE (12) COURSES ARE ON THE NORTH LINES OF CARDINAL HEIGHTS PART ONE) THENCE SOUTH 89°05'50" WEST, 457.65 FEET; THENCE SOUTH 6°28'51" EAST, 123.28 FEET; THENCE SOUTH 16°17'29" EAST, 98,74 FEET TO THE BEGINNING OF A 530.00 FOOT RADIUS CURVE, CONCAVE SOUTHEASTERLY AND HAVING A LONG CHORD OF 37.65 FEET BEARING SOUTH 63°31'40" WEST; THENCE SOUTHWESTERLY ON THE ARC OF SAID CURVE, 37.65 FEET; THENCE SOUTH 61°29'33" WEST, 56.58 FEET TO THE BEGINNING OF A 9,00 FOOT RADIUS CURVE, CONCAVE NORTHERLY AND HAVING A LONG CHORD OF 13.34 FEET BEARING NORTH 70'40'19" WEST; THENCE WESTERLY ON THE ARC OF SAID CURVE, 15.03 FEET; THENCE NORTH 22°50'12" WEST, 22.36 FEET; THENCE SOUTH 67°09'48" WEST, 60.00 FEET; THENCE SOUTH 22°50'12" EAST, 22.31 FEET TO THE BEGINNING OF A 9.00 FOOT RADIUS CURVE, CONCAVE NORTHWESTERLY AND HAVING A LONG CHORD OF 13,26 FEET BEARING SOUTH 24°35'23" WEST; THENCE SOUTHWESTERLY ON THE ARC OF SAID CURVE, 14.90 FEET TO THE BEGINNING OF A 470.00 FOOT RADIUS CURVE, CONCAVE NORTHERLY AND HAVING A LONG CHORD OF 52.06 FEET BEARING SOUTH 75°11'28" WEST; THENCE WESTERLY ON THE ARC OF SAID CURVE, 52.09 FEET; THENCE SOUTH 78°21'34" WEST, 146.92 FEET TO A WESTERLY LINE OF SAID AUDITOR'S PARCEL 2011054; (THE FOLLOWING SEVEN (7) COURSES ARE ON THE WESTERLY LINES OF SAID AUDITOR'S PARCEL 2011054) THENCE SOUTH 76°27'41" WEST, 20.01 FEET TO THE BEGINNING OF A 20.00 FOOT RADIUS CURVE, CONCAVE NORTHEASTERLY AND HAVING A LONG CHORD OF 27.78 FEET BEARING NORTH 57°29'18" WEST; THENCE NORTHWESTERLY ON THE ARC OF SAID CURVE, 30.71 FEET TO THE BEGINNING OF A 1110.00 FOOT RADIUS CURVE, CONCAVE EASTERLY AND HAVING A LONG CHORD OF 23.56 FEET BEARING NORTH 10°19'13" WEST; THENCE NORTHERLY ON THE ARC OF SAID CURVE, 23.56 FEET; THENCE NORTH 9'42'24" WEST, 427.37 FEET TO THE BEGINNING OF A 660.00 FOOT RADIUS CURVE, CONCAVE EASTERLY AND HAVING A LONG CHORD OF 155.55 FEET BEARING NORTH 2°56'21" WEST; THENCE NORTHERLY ON THE ARC OF SAID CURVE, 155.91 FEET; THENCE NORTH 3°49'42" EAST, 289,91 FEET TO THE BEGINNING OF A 760.00 FOOT RADIUS CURVE, CONCAVE WESTERLY AND HAVING A LONG CHORD OF 81.30 FEET BEARING NORTH 0°45'44" EAST; THENCE NORTHERLY ON THE ARC OF SAID CURVE, 81.34 FEET TO THE NORTH LINE OF SAID AUDITOR'S PARCEL 2011054; THENCE NORTH 89°07'35" EAST ON SAID NORTH LINE, 300.30 FEET; THENCE NORTH 59°40'02" EAST ON SAID NORTH LINE, 654,09 FEET TO THE EAST LINE OF SAID S.E.1 /4-N.E.1 /4; THENCE SOUTH 0°18'40" WEST ON SAID EAST LINE, 371.67 FEET TO THE POINT OF BEGINNING. DESCRIBED PARCEL CONTAINS 17.88 ACRES. LOCATION MAP -SCALE: 1 "=500' PLAT/PLAN APPROVED by the City of Iowa City, Iowa CLERK DATE UTILITY EASEMENTS AS SHOWN HEREON, MAY OR MAY NOT INCLUDE SANITARY SEWER LINES, AND/OR STORM SEWER LINES, AND/OR WATER LINES; UTILITY EASEMENTS, AS SHOWN HEREON, ARE ADEQUATE FOR THE INSTALLATION AND MAINTENANCE OF THE FACILITIES REQUIRED BY THE FOLLOWING AGENCIES: MIDAMERICAN ENERGY CO. DATE MEDIACOM DATE LUMEN DATE IMON DATE METRONET DATE \O�PL � LqN�•• •° J'G I.,, GREGG E. :< SAMPSON 14809 �o �OWP I hereby certify that this land surveying document was prepared and the related survey work was performed by me or under my direct personal supervision and that I am a duly licensed Land Surveyor under the laws of the State of Iowa. Signed: Date: GREGG E. SAMPSON, P.L.S. Iowa License No. 14809 My license renewal date is December 31, 2022 ENTIRE SUBMISSION IS COVERED BY THIS SEAL UNLESS SPECIFIED BELOW: Revision Description Revision Number & Date U ltkV \, m L U OfZ Z U z U) E o wLr) af W LU pM a0 /Z � = h Cw (n W V aix Z zo LLI a - � z J x0 •� J (D • Q K (D 0' W } o° ' z> � v zaf J m 6i W U) Z J0 �O jz °ra U_J O h� O n� 1� O [� C) O Z O �n� U a� V) 0 z J 0_ w m Designed by. O BJV N Drawn by: M BJV o i Checked by: GES Mo Dote: i 12/19/2022 O 0 op Field Book No: 268 a, U °D Scale: 1"=100' ° a Sheet: 1 of 1 i_ Project Number: 20034-20-2 ]=< Doc ID: 032060530036 Type: GEN Kind: SUBDIVISION Recorded: 04/07/2023 at 09:33:03 AM _ Fee Amt: $182.00 Page 1 of 36 _1 Johnson County Iowa !f r,.11lp Kim Painter County Recorder BK6468 PG781-816 � '•*'rl C, 54 q9 CITY OF IOWA CITY 410 East Washington Strcet Iowa City, Iowa 52240-1826 (319) 356-5000 (319) 356-5009 FAX STATE OF IOWA ) www.icgov.org ) SS JOHNSON COUNTY ) I, Kellie K. Fruehling, City Clerk of Iowa City, Iowa, do hereby certify that the Resolution attached hereto is a true and correct copy of Resolution No. 23-46, which was passed by the City Council of Iowa City, Iowa, at a regular meeting held on the 21 st day of February 2023, all as the same appears of record in my office. Also attached are the final legal documents for Cardinal Heights, Part 2, Iowa City, Iowa. Dated at Iowa City, Iowa, this lep-1day of Lr i I 2023. 'P I ( '� �2 JA411�LLE -1 ('10. — Kellia K. Fruehling City Clerk fires subdivision -[,k Prepared by: Esther Tetteh, Associate Planner, 410 E. Washington St., Iowa City, IA 52240 (SUB22-0017) Resolution Approving Final Plat of Cardinal Heights Part 2, Iowa City, Iowa. Whereas, the owner, IC Grove East, LLC, filed with the City Clerk the final plat of Cardinal Heights Part 2, Iowa City, Iowa, Johnson County, Iowa; and Whereas, said subdivision is located on the following -described real estate in Iowa City, Johnson County, Iowa, to wit: A PORTION OF AUDITOR'S PARCEL 2011054, LOCATED IN THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER (N.E. 1/4-S.E 114) AND THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER (S.E.1/4-N.E.1/4) OF SECTION TWELVE (12), TOWNSHIP SEVENTY- NINE (79) NORTH, RANGE SEVEN (7) WEST OF THE 5TH PRINCIPAL MERIDIAN, CITY OF IOWA CITY, JOHNSON COUNTY, IOWA, MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE EAST QUARTER (E 1/4) CORNER OF SAID SECTION 12; THENCE SOUTH 1002'35" EAST ON THE EAST LINE OF SAID N.E.1/4-S.E.1/4, A DISTANCE OF 601.82 FEET TO A NORTH LINE OF CARDINAL HEIGHTS PART ONE; (THE FOLLOWING TWELVE (12) COURSES ARE ON THE NORTH LINES OF CARDINAL HEIGHTS PART ONE) THENCE SOUTH 89005'50" WEST, 457.65 FEET; THENCE SOUTH 6028'51" EAST, 123.28 FEET; THENCE SOUTH 1,6017'29" EAST, 98.74 FEET TO THE BEGINNING OF A 530.00 FOOT RADIUS CURVE, CONCAVE SOUTHEASTERLY AND HAVING A LONG CHORD OF 37.65 FEET BEARING SOUTH 63031'40" WEST; THENCE SOUTHWESTERLY ON THE ARC OF SAID CURVE, 37.65 FEET; THENCE SOUTH 61 °29'33" WEST, 56.58 FEET TO THE BEGINNING OF A 9.00 FOOT RADIUS CURVE, CONCAVE NORTHERLY AND HAVING A LONG CHORD OF 13.34 FEET BEARING NORTH 70040'19" WEST; THENCE WESTERLY ON THE ARC OF SAID CURVE, 15.03 FEET; THENCE NORTH 22050'12" WEST, 22.36 FEET; THENCE SOUTH 67009'48" WEST, 60.00 FEET; THENCE SOUTH 2205012" EAST, 22.31 FEET TO THE BEGINNING OF A 9.00 FOOT RADIUS CURVE, CONCAVE NORTHWESTERLY AND HAVING A LONG CHORD OF 13.26 FEET BEARING SOUTH 24035'23" WEST; THENCE SOUTHWESTERLY ON THE ARC OF SAID CURVE, 14.90 FEET TO THE BEGINNING Resolution No. Page 2 OF A 470.00 FOOT RADIUS CURVE, CONCAVE NORTHERLY AND HAVING A LONG CHORD OF 52.06 FEET BEARING SOUTH 75011'28" WEST; THENCE WESTERLY ON THE ARC OF SAID CURVE, 52.09 FEET; THENCE SOUTH 78021'34" WEST, 146.92 FEET TO A WESTERLY LINE OF SAID AUDITOR'S PARCEL 2011054; (THE FOLLOWING SEVEN (7) COURSES ARE ON THE WESTERLY LINES OF SAID AUDITOR'S PARCEL 2011054) THENCE SOUTH 76027'41" WEST, 20.01 FEET TO THE BEGINNING OF A 20.00 FOOT RADIUS CURVE, CONCAVE NORTHEASTERLY AND HAVING A LONG CHORD OF 27.78 FEET BEARING NORTH 57029'18" WEST; THENCE NORTHWESTERLY ON THE ARC OF SAID CURVE, 30.71 FEET TO THE BEGINNING OF A 1110.00 FOOT RADIUS CURVE, CONCAVE EASTERLY AND HAVING A LONG CHORD OF 23.56 FEET BEARING NORTH 10019'13" WEST; THENCE NORTHERLY ON THE ARC OF SAID CURVE, 23.56 FEET; THENCE NORTH 9042'24" WEST, 427.37 FEET TO THE BEGINNING OF A 660.00 FOOT RADIUS CURVE, CONCAVE EASTERLY AND HAVING A LONG CHORD OF 155.55 FEET BEARING NORTH 2056'21" WEST; tl:I�[NCR/Iila�d■'�i7III:tli_1:Z�Ii7ri;YeIIMZlllli�l��>r�7�lN THENCE NORTH 3049'42" EAST, 289.91 FEET TO THE BEGINNING OF A 760.00 FOOT RADIUS CURVE, CONCAVE WESTERLY AND HAVING A LONG CHORD OF 81.30 FEET BEARING NORTH 0045'44" EAST; THENCE NORTHERLY ON THE ARC OF SAID CURVE, 81.34 FEET TO THE NORTH LINE OF SAID AUDITOR'S PARCEL 2011054; THENCE NORTH 89007'35" EAST ON SAID NORTH LINE, 300.30 FEET; THENCE NORTH 59040'02" EAST ON SAID NORTH LINE, 654.09 FEET TO THE EAST LINE OF SAID S.E.1/4-N.E.1/4; THENCE SOUTH 0018'40" WEST ON SAID EAST LINE, 371.67 FEET TO THE POINT OF BEGINNING. DESCRIBED PARCEL CONTAINS 17.88 ACRES. Whereas, the Neighborhood and Development Services Department and the Public Works Department examined the proposed final plat and subdivision, and recommended approval; and Whereas, a dedication has been made to the public, and the subdivision has been made with the free consent and in accordance with the desires of the owners and proprietors; and Whereas, said final plat and subdivision are found to conform with Chapter 354, Code of Iowa (2021) and all other state and local requirements. pcdltemplatesfCa Nina) Heights_Part _2_Final_Plat-_Resolution.doc.doc Resolution No. 23-46 Page 3 Now, therefore, be it resolved by the City Council of the City of Iowa City, Iowa, that: 1. The said final plat and subdivision located on the above -described real estate be and the same are hereby approved. 2. The City accepts the dedication of the streets and easements as provided by law and specifically sets aside portions of the dedicated land, namely streets, as not being open for public access at the time of recording for public safety reasons. The City shall accept the public improvements and open them for public access upon satisfaction of the terms and conditions stated in the Subdivider's Agreement. 3. The Mayor and City Clerk of the City of Iowa City, Iowa, are hereby authorized and directed, upon approval by the City Attorney, to execute all legal documents relating to said subdivision, and to certify a copy of this resolution, which shall be affixed to the final plat after passage and approval by law. The City Clerk shall record the legal documents and the plat at the office of the County Recorder of Johnson County, Iowa at the expense of the owner. Passed and approved this 21st day of February 2023. May P m i Attest: Ci y Clerk Approved by City Attom s Office (Sara Hektoen — 02/14/2023) It was moved by Dunn and seconded by Taylor the Resolution be adopted, and upon roll call there were: Ayes X x g X —X— X Nays: Absent: Alter Bergus Dunn Harmsen Taylor X Teague Thomas pcdltemplateelCah, inal_Heights_Part_2_Final_Plal_=Resolution.doc doc IrTNIU Rli i1: N:In CITY OF IOWA CITY �4 COUNCIL ACTION REPORT February 21, 2023 Resolution setting a public hearing on March 7, 2023 on project manual and estimate of cost for the construction of the Rohret South Trunk Sanitary Sewer Project, directing City Clerk to publish notice of said hearing, and directing the City Engineer to place said project manual on file for public inspection. Prepared By: Joe Welter, Sr. Engineer Reviewed By: Jason Havel, City Engineer Ron Knoche, Public Works Director Geoff Fruin, City Manager Fiscal Impact: $3,475,000 available in the Rohret South Sewer Project, Account # V3155 Staff Recommendation: Approval Commission Recommendations: N/A Attachments: Rohret Sewer - Location Map.pdf Resolution Executive Summary: This agenda item sets the public hearing, which begins the bidding process, for the Rohret South Trunk Sanitary Sewer Project. The proposed 30-inch trunk sanitary sewer main will extend from the Willow Creek Interceptor along Abbey Lane to the west side of Highway 218 and will serve future City growth. Background / Analysis: The proposed trunk sanitary sewer will connect future development on the west side of Highway 218 to the City's sanitary sewer collection system and allow development of the properties west of the highway and south of Rohret Road. The proposed trunk sanitary sewer will be installed under Abbey Lane and part of Rushmore Drive, and cross under Mormon Trek Boulevard and Highway 218. Abbey Lane will be reconstructed with reconnected private sanitary sewer services, street pavement, driveway aprons, sidewalks, curb ramps, other public utilities, and seeding or sodding as needed to accommodate the installation of the new sewer main. Rushmore Drive and adjacent impacted areas will be reconstructed with new street pavement, curb ramps, and seeding or sodding. Project Timeline: Hold Public Hearing and Approve Project Manual: March 7, 2023 Bid Letting Date: March 28, 2023 Contract Award Council Meeting Date: April 4, 2023 Construction Dates: Spring 2023 — Spring 2024 limm$ 11 } .. Ile ROH — —T=MSAD L� a y � A b t 00 CITY OF IO YEA CITY H SCALE: 1"=400' DESIGN: JBW PROJECT: SHEET TITLE: FILE NUMBER SHEET ENGINEERING ROHRET SOUTH TRUNK PROJECT LOCATION DIVISION VSCALE: NONE DRAWN: JBW DATE: OCT 2022 SANITARY SEWER N d Prepared by Joe Welter, Engineering Division, 410 East Washington Street, Iowa City, Iowa 52240, (319) 356-5144 Resolution No. 23-47 Resolution setting a public hearing on March 7, 2023 on project manual and estimate of cost for the construction of the Rohret South Trunk Sanitary Sewer Project, directing City Clerk to publish notice of said hearing, and directing the City Engineer to place said project manual on file for public inspection. Whereas, funds for this project are available in the Rohret South Sewer Project, Account #V3155. Now, therefore, be it resolved by the Council of the City of Iowa City, Iowa, that: 1. A public hearing on the project manual and estimate of cost for the construction of the above - mentioned project is to be held on the 7th day of March, 2023, at 6:00 p.m. in the Emma J. Harvat Hall, City Hall, Iowa City, Iowa, or if said meeting is cancelled, at the next meeting of the City Council thereafter as posted by the City Clerk. 2. The City Clerk is hereby authorized and directed to publish notice of the public hearing for the above -named project in a newspaper published at least once weekly and having a general circulation in the City, not less than four (4) nor more than twenty (20) days before said hearing. 3. A copy of the project manual and estimate of cost for the construction of the above -named project is hereby ordered placed on file by the City Engineer in the office of the City Clerk for public inspection. Passed and approved this 21st day of February 2023 Mayor r � Approved by/ Attest: G . City lerk City Attorn 's Office (Sara Hektoen - 02/16/2023) It was moved by Dunn and seconded by Taylor the Resolution be adopted, and upon roll call there were: Ayes: Nays: Absent: X Alter X Bergus X Dunn X Harmsen _ Taylor x Teague x Thomas Il i 11►[tiiit: M:311:a CITY OF IOWA CITY �4 COUNCIL ACTION REPORT February 21, 2023 Resolution setting a public hearing on March 7, 2023 on project manual and estimate of cost for the construction of the Willow Creek Trail Replacement Project, directing City Clerk to publish notice of said hearing, and directing the City Engineer to place said project manual on file for public inspection. Prepared By: Reviewed By: Fiscal Impact: Staff Recommendation Commission Recommendations Attachments: Location Map Resolution Tyler Olson, Civil Engineer Juli Seydell Johnson, Parks and Recreation Director Jason Havel, City Engineer Ron Knoche, Public Works Director Geoff Fruin, City Manager $720,500, available in the Willow Creek Trail Replacement account #R4387 Approval N/A Executive Summary: This agenda item sets the date for the public hearing, which begins the bidding process, for the Willow Creek Trail Replacement Project. The Project generally includes the replacement of existing trail in Willow Creek and Kiwanis parks, from Benton Street to Willow Creek Drive. Background / Analysis: The Project will replace approximately 0.9 miles of the Willow Creek Trail from Benton Street to Willow Creek Drive, including a spur of the trail connecting to Aber Ave and several connecting sidewalks and curb ramps. The replacement trail would remain in nearly the same location as the existing trail and would be constructed of PCC pavement. Construction is anticipated to begin in the spring of 2023, with completion in the fall. Project Timeline: Hold Public Hearing and Approve Project Manual: March 7, 2023 Bid Letting Date: March 28, 2023 Contract Award Council Meeting Date: April 4, 2023 Construction Dates: Spring 2023 — Fall 2023 Rt Villa Villa Park N I r eD r ---v-SAiTdy Glen C P% illow ��"\c r illmark JL a m r Rd two Kiwanis Pi, M MOM lffllvl� % ji Ow tA —4 rl -Q Johnson County —4 The information presented j9hinson Johnson County GIS 0 0.07 0.15 N herein is intended to be an accurate representation of Web Printing existing records. Johnson nn W+E County assumes no liability Location Map for errors or omissions. I inch = 586 feet S Users relying on this information do so at their Printed: 11/22/2022 own risk. Prepared by: Tyler Olson, Engineering Division, 410 E. Washington St., Iowa City, IA 52240, (319) 356-5416 Resolution No. 23-48 Resolution setting a public hearing on March 7, 2023 on project manual and estimate of cost for the construction of the Willow Creek Trail Replacement Project, directing City Clerk to publish notice of said hearing, and directing the City Engineer to place said project manual on file for public inspection. Whereas, funds for this project are available in the Willow Creek Trail Replacement account #R4387. Now, therefore, be it resolved by the Council of the City of Iowa City, Iowa, that: 1. A public hearing on the project manual and estimate of cost for the construction of the above -mentioned project is to be held on the 7th day of March 2023, at 6:00 p.m. in the Emma J. Harvat Hall, City Hall, Iowa City, Iowa, or if said meeting is cancelled, at the next meeting of the City Council thereafter as posted by the City Clerk. 2. The City Clerk is hereby authorized and directed to publish notice of the public hearing for the above -named project in a newspaper published at least once weekly and having a general circulation in the City, not less than four (4) nor more than twenty (20) days before said hearing. 3. A copy of the project manual and estimate of cost for the construction of the above -named project is hereby ordered placed on file by the City Engineer in the office of the City Clerk for public inspection. Passed and approved this 21st day of February , 2023 May r �. Approved by Attest: 1 ) City Clerk City Attor y's Office (Sara Hektoen - 02/16/2023) It was moved by Dunn and seconded by Taylor the Resolution be adopted, and upon roll call there were: Ayes: Nays: Absent: X Alter X Bergus X Dunn X Harmsen x _ Taylor X Teague X Thomas IrTNIU Rli i1: X:JR r 1 CITY OF IOWA CITY �a COUNCIL ACTION REPORT February 21, 2023 Resolution setting a public hearing for March 7, 2023, on a proposal to convey a single-family home located at 2021 Taylor Drive. Prepared By: Erika Kubly, Neighborhood Services Coordinator Reviewed By: Tracy Hightshoe, Neighborhood and Development Services Director Fiscal Impact: City funds were budgeted at $35,000 for rehabilitation expenses, and up to $25,000 in federal HOME funds will be used for buyer down payment assistance. There will be no impact on the general fund for ongoing operational expenses. Staff Recommendation: Approval Commission Recommendations: N/A Attachments: 2021 Taylor Flyer.pdf Resolution.doc Executive Summary: On February 21, 2023, City Council will set a public hearing for March 7, 2023 to consider a resolution authorizing the conveyance of 2021 Taylor Drive as part of the South District Program. This will be the fifth home sold under the program. Background / Analysis: The City acquired the duplex at 2021-2023 Taylor Drive in 2021 for $150,000 ($75,000 per unit) and converted the units into condominiums. The City budgeted $35,000 to rehabilitate the property in order to sell to an income eligible homebuyer. Prior to the City's purchase, the property sustained substantial fire damage. A complete renovation of the interior was necessary, along with new siding and updated electrical. Neighborhood Services partnered with Climate Action on this renovation to provide energy efficient improvements including the installation of solar panels, added insulation, upgraded HVAC to an air source heat pump, Energy Star rated appliances, new windows and doors, long life -cycle flooring, additional landscaping and tree planting. The renovation efforts also benefitted from community partnerships. The student build partnership provided local high school students the opportunity to gain construction skills while contributing their labor to the project. The students, under the guidance of Iowa City school teachers and members of the Greater Iowa City Area Home Builders Association, assisted with building a storage shed, siding the property and other interior projects. The Home Improvement Confidence Course for Women sponsored by Kirkwood Community College and the Greater Iowa City Area Home Builders Association provided an opportunity for local women to work on projects related to flooring and finish carpentry. The City will sell the home for $155,000, which is the cost the City invested in the home including purchase price, rehabilitation funds, and carrying costs (utilities, taxes, etc.). Of the $155,000, there will be a conditional mortgage of $35,000 on the property that will be forgiven over 10 years. No repayment is necessary unless the owner sells the property. In addition, the City will provide HOME down payment assistance on the remaining amount to finance. Based on the preliminary underwriting for the proposed homebuyer, the HOME down payment assistance is estimated at $25,000. This is provided as a conditional mortgage and forgiven after 10 years. If the owner sells the home within 10 years, the net proceeds of the sale are shared between the City and the buyer, up to the HOME amount provided. The buyer will finance the remaining amount, estimated at $95,000, through their lender. The home features two bedrooms and one bathroom on the main floor with additional living space in the basement. The buyer is a first time homebuyer and has completed a homeowner education course and counseling through Horizons. In addition, the buyer will grant the City a mortgage securing an agreement the home must be owner -occupied for 30 years. T- I Recent Upgrades: Granite countertops Luxury vinyl plank flooring New roof and doors New windows and lighting High efficiency appliances New furnace, A/C, & water heater SOUTH IDISTRICT Neighborhood Association 2021 Estimated monthly housing payment is $900-$950 per month if homebuyer qualifies for all City financial assistance, including up to $25,000 in down payment assistance. Home must be owner -occupied. This home is for sale as part of the South District Homeownership Program. Preference is provided to residents living in the South District neighborhood. For more info and how to apply, visit www.icgov.org/southdistrict ?, G Prepared by: Susan Dulek, First Ass't City Att'y, 410 E. Washington St., Iowa City, IA 52240 (319) 356-5030 Resolution No. 23-49 Resolution setting public hearing for March 7, 2023, on a proposal to convey a single-family home located at 2021 Taylor Drive. Whereas, the South District Home Investment Partnership Program is an effort by the City to encourage home ownership and reinvestment in designated neighborhoods; and Whereas, the City purchases residential properties, rehabilitates them, and then sells them to income -eligible buyers; and Whereas, the City purchased a duplex at 2021-2023 Taylor Drive, rehabilitated it, and converted it to a 2-unit condominium; and Whereas, the City has received an offer to purchase 2021 Taylor Drive for the principal sum of $155,000; and Whereas, this sale would provide affordable owner -occupied housing; and Whereas, this sale is conditioned on the family securing adequate financing for the purchase of the home. Now, therefore, be it resolved by the City Council of the City of Iowa City, Iowa, that: 1. The City Council does hereby declare its intent to convey the home located at 2021 Taylor Drive, Iowa City, Iowa, for the sum of $155,000. 2. A public hearing on said proposal should be and is hereby set for March 7, 2023, at 6:00 p.m. in Emma J. Harvat Hall of the Iowa City City Hall, 410 East Washington Street, Iowa City, Iowa, or if said meeting is cancelled, at the next meeting of the City Council thereafter as posted by the City Clerk, and that the City Clerk be and is hereby directed to cause notice of said public hearing to be published as provided by law. Passed and approved this 21st day of February 2023. Approved by: ; City Attor y's Office (Sue Dulek - 02/15/2023) Resolution No. 23-49 Page 2 It was moved by Dunn and seconded by Taylor The Resolution be adopted, and upon roll call there were: Ayes: Nays X Absent Alter Bergus Dunn Harmsen Taylor X Teague Thomas Item Number: 11.a. CITY OF IOWA CITY Z%--_ �=Pa COUNCIL ACTION REPORT February 21, 2023 Resolution approving project manual and estimate of cost for the construction of the 2023 Park Renovations Project, establishing amount of bid security to accompany each bid, directing City Clerk to post notice to bidders, and fixing time and place for receipt of bids. Prepared By: Reviewed By: Fiscal Impact: Staff Recommendation Commission Recommendations Attachments: Plans Resolution Marri VanDyke, Civil Engineer Juli Seydell Johnson, Parks and Recreation Director Jason Havel, City Engineer Ron Knoche, Public Works Director Geoff Fruin, City Manager $865,000 available in the Kiwanis, Hunter's Run, Happy Hollow, and Hickory Hill Park accounts, account #'s R4359, R4375, R4371, and R4365 respectively Approval N/A Executive Summary: This project includes playground, shelter, and restroom replacements, as well as sidewalk and accessibility improvements, located at Kiwanis, Hunter's Run, Happy Hollow, and Hickory Hill parks. Background / Analysis: Originally, the City hired Snyder and Associates to develop plans for renovations at Kiwanis and Hunter's Run Parks. The recently revised CIP recommended moving Happy Hollow and Hickory Hill Parks to the 2023 construction year, and these parks were added to the project via amendment to the consultant agreement. All four parks are prioritized in the 2017 Park Master Plan due to the age and condition of their current structures. The Kiwanis Park playground will be replaced while maintaining the existing playground limits and natural theme. Two public meetings were held for Kiwanis park: the first meeting gathered general opinions and the second meeting surveyed preferences between specific options. The Hunter's Run Park playground will also be replaced. An RFP was sent out to playground manufacturers and a public meeting was held to determine the preferred playground design. The existing playground at Happy Hollow Park will be removed, and a new playground boundary will be installed. New playground equipment will be selected this spring, which will be purchased and installed by the City outside of this project. Improvements to the baseball field will also be made. For Hickory Hill Park, the restrooms and shelter off of Conklin Lane will be replaced. These improvements align with what is included in the 2016 Hickory Hill Park Master Plan. City staff has worked closely with Friends of Hickory Hill during project design. Additionally, this project includes sidewalk and accessibility improvements at all four parks. Due to potential budgetary constraints and the volatile bidding environment, staff is recommending the Hickory Hill improvement be bid as an alternate. Project Timeline: Hold Public Hearing — February 21, 2023 Bid Letting — March 15, 2023 Award Date — March 21, 2023 Construction — April to October 2023 �2<� CD a=� 11 k U CONSTRUCTION PLANS p t �va v o0 FOR t g A 2023 PARK RENOVATIONS wa PROJECT 3W om IOWA CITY, IOWA � o<m a moo= _o �w v e ��j pil Td II v- - ivlEe_Tare 3a I C • ,A, Setas INTER$TATE BO Y b ' s �l \i �1 'K' � I•�, 1 W A� , �Pi t k HAPPY HOLLOW PARK g — x OWNER/DEVELOPER = U CITYOF ISRECREOWA CITY A -.i L DEPARTPARKS MENTS RECREATION DEPARTMENT$ 220 S. GILBERT STREET 1,1 � IOWA CITY, IOWA SU40 I W O vJ w w d_ w - - - - HICKORY HILL PARK ADD ALTERNATE#1- HICKORY HILL PARK LL HUNTER'S RUN PART( HIH100 ADD ALTERNATE #1- HICKORY HILL PARK- EXISTING SITE SURVEY (n HIH101 ADD ALTERNATE #1-HICKORY HILL PARK -DEMOLITION PLAN Z _ rf 'yLy, HIH2O0 ADD ALTERNATE #7 HICKORY HILL PARK SITE LAYOUT AND UTILITY PLAN O U le HIH300 ADD ALTERNATE#1 HICKORY HILL GRADING& EROSION CONTROL PLAN HIH400 ADD ALTERNATE#1- HICKORY HILL PARK -DETAILS 'O^ _ .rT` vJ tlmat - _r I HIH401 ADD ALTERNATE#i- HICKORY HILL PARK -DETAILS / �/� m W eEWCN C HIH402 ADD ALTERNATE #1- HICKORY HILL PARK- DETAILS O V / �s W B; 06 ? ABBEY LN y - ®' }: H ' ye 611V OfIWIA416P1EH&,p D1n9101u W � yyv I aPR,rnm Q W �.�..I KIWANIS PARK M W N J Z CRr MONEN1 DATE N r V/ L In reey mretyrnerue porooeotmes�nwm ' '. - '-�. emirs eeecebee bNowwes MCPams nr me eerI a a duly hoensed Pip�as.Ppwible _ _ p PBte lows, Yllm�leae Pmlassbnei e 3 I(•. 5}pYE Of IOgA latex P Aicb lecluMerltelwaol Me ks sbual we. t • CIAYR ? / $CHNECNIOTH �^L�aGi PLA ozmvaon exc� C�SceneeklPtli. PtA Oele VICINITY MAP �_ Ul "Number 512 S N Y D E R ��0 512 e 5 �4[IANOBOAQ�' Pages erebeen m.erea by m's sexy &ASSOCIATES - Lhenee Eepnm: June 342323 ProjectNo: 122.1191.01 Sheet C100 Sheet List Table BASE BID C100 TITLE SHEET C101 PROJECT INFORMATION KP100 KIWANIS PARK- EXISTING SITE SURVEY KP701 KIWANIS PARK -DEMOLITION PLAN KP20O KIWANIS PARK -SITE LAYOUT PLAN KP300 KIWANIS PARK GRADING &EROSION CONTROL PLAN KP400 KIWANIS PARK. DETAILS HR100 HUNTER'S RUN PARK- EXISTING SITE SURVEY HR101 HUNTER'S RUN PARK- DEMOLITION PLAN HR200 HUNTER'S RUN PARK- SITE LAYOUT PLAN HR300 HUNTER'S RUN PARK -GRADING 8 EROSION CONTROL PLAN HR400 HUNTER'S RUN PARK -DETAILS HAH100 HAPPY HOLLOW PARK- EXISTING SITE SURVEY HAH101 HAPPY HOLLOW PARK -DEMOLITION PLAN HAH2O0 HAPPY HOLLOW PARK- SITE LAYOUT PLAN HAH300 HAPPY HOLLOW PARK- GRADING &EROSION CONTROL PLAN �1V LOCATION MAPS Xt - _- — W BENTON ST . - i is Z Cl) i Z� 9c<`O FLANIGAN mT �. .,A I P >1� -- - ABBEY LN 0 PROJECT AREA c. KIWANIS PARK FIT- DU f /CK CREEK DR ' p PROJECT AREA L FBI HUNTER'S RUN PARK HAPPY HOLLOW PARK C, IT ' o YO w �Z J Y Z O PROJECT AREA 41 A i HICKORY HILL PARK (ADD ALTERNATE #1) PROJECT DESCRIPTION BASE BID. - CONSTRUCTION OF KIWANIS PARK, HUNTER'S RUN PARK, AND HAPPY HOLLOW PARK SHALL INCLUDE, BUT NOT LIMITED TO DEMOLITION OF EXISTING FEATURES AND PROPOSED IMPROVEMENTS OF GRADING, UTILITIES, PLAY EQUIPMENT INSTALLATION, SIDEWALKS, SEEDING, AND ASSOCIATED WORK. ADD ALTERNATE #I. CONSTRUCTION OF HICKORY HILL PARK SHALL INCLUDE, BUT NOT LIMITED TO DEMOLITION OF EXISTING FEATURES AND PROPOSED IMPROVEMENTS OF GRADING, UTILITIES, RESTROOM, SHELTER, SIDEWALKS, SEEDING, AND ASSOCIATED WORK. BASE BID PROJECT ITEMS Item # I Item Description Reference QTY Unit Section 2010 - Earthwork, Subgrade, and Subbase 1 Topsoil 2010 1 LS 2 Excavation, Class 10 2010 1 LS Section 4040 - Subdrains 3 Subdrain, Dual Wall HDPE, 6" 4040 355 LF 4 Subdrain Outlets, 6" 4040 1 EA Section 7010 - Portland Cement Concrete Pavement 5 Pavement, PCC, 6" 7010 2,809 SF 6 Pavement, PCC, 5" 7010 32 SF Section 9010 - Seeding 7 Hydraulic Seeding, Fertilizing and Mulching 9010 1 LS Section 9040 - Erosion and Sediment Control 8 Filter Sock 9040 1 LS 9 Filter Sock, Removal 9040 1 LS Section 11,010 - Construction Survey 10 Construction Survey �11,010 1 LS Section 11,020 - Mobilization 11 Mobilizaton 11,020 1 LS Section 11,050 - Concrete Washout 12 Concrete Washout 11,050 1 LS Special Provision Items 13 Demolition N/A 1 LS 14 Site Electrical Service N/A 1 LS 15 Play Equipment Installation & Surfacing N/A 1 LS 16 Playground PCC Edger N/A 1 LF 17 Limestone and Boulders N/A 1 LS 18 Fencing N/A 1 LS 19 RCP Pipe Tunnel N/A 1 LS ADD ALTERNATE #1- HICKORY HILL PARK PROJECT ITEMS Item # Item Description Reference QTY Unit 1 Topsoil, Excavation Class 10, Sanitary Sewer N/A 1 LS Pipe, Sanitary Sewer Clean Out, Water Service, PCC Pavement 6", PCC Pavement 5", Hydraulic Seeding, Fertilizing, and Mulching, Filter Sock, Filter Sock Removal, Construction Survey, Mobilization, Concrete Washout, Demolition, Site Electrical Service, Shelter and Restroom GENERAL NOTES 1. CONTRACTOR SHALL CONSTRUCT THE PROPOSED IMPROVEMENTS BASED UP ON THE CONTRACT DOCUMENTS WHICH CONSIST OF THESE PLANS AND THE PROJECT MANUAL WHICH CONTAINS BID INFORMATION AND TECHNICAL SPECIFICATIONS. ANY PROPOSED ITEMS NOT INCLUDED IN THESE DOCUMENTS SHALL BE CONSTRUCTED AS PER IOWA STATEWIDE URBAN DESIGN AND SPECIFICATIONS (SUDAS) AND AS AMENDED BY THE IOWA CITY SUPPLEMENTAL SPECIFICATIONS. 2. CONTRACTOR IS RESPONSIBLE FOR REPAIRS OF DAMAGE TO ANY EXISTING FEATURES DURING CONSTRUCTION, SUCH AS, BUT NOT LIMITED TO, UTILITIES, PAVEMENT, CURBS, ETC. REPAIRS SHALL BE EQUAL TO OR BETTER THAN EXISTING CONDITIONS. 3. CONTRACTOR IS RESPONSIBLE FOR CONDUCTING A SITE VISIT PRIOR TO BIDDING TO BECOME FAMILIAR WITH EXISTING FEATURES AND CONDITIONS. 4. UTILITY WARNING: THE UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND/OR RECORDS OBTAINED. THE SURVEYOR MAKES NO GUARANTEE THAT THE UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED. VERIFY LOCATION OF ALL UTILITIES BEFORE CONSTRUCTION. 5. NOTIFY UTILITY PROVIDERS PRIOR TO BEGINNING ANY CONSTRUCTION ACTIVITIES AND COORDINATE WITH UTILITY PROVIDERS AS NECESSARY DURING CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR DETERMINING EXISTENCE, EXACT LOCATION, AND DEPTH OF ALL UTILITIES. PROTECT ALL UTILITY LINES AND STRUCTURES NOT SHOWN FOR REMOVAL OR MODIFICATION. ANY DAMAGES TO UTILITY ITEMS NOT SHOWN FOR REMOVAL OR MODIFICATION SHALL BE REPAIRED TO THE UTILITY OWNER'S SPECIFICATIONS AT THE CONTRACTOR'S EXPENSE. 6. LENGTH OF UTILITIES SHOWN ON PLANS ARE DIMENSIONED FROM CENTERLINE OF STRUCTURE TO CENTERLINE OF STRUCTURE AND INCLUDES FLARED -END SECTIONS, UNLESS OTHERWISE NOTED.. 7. ALL TRAFFIC CONTROL SHALL BE PROVIDED IN ACCORDANCE WITH REQUIREMENTS SET FORTH IN THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). WHEN CONSTRUCTION ACTIVITIES OBSTRUCT PORTIONS OF THE ROADWAY, FLAGGERS SHALL BE PROVIDED. FLAGGERS SHALL CONFORM TO THE MUTCD IN APPEARANCE, EQUIPMENT AND ACTIONS. 8. CONTRACTOR SHALL NOTIFY OWNER AND ENGINEER AT LEAST 48 HOURS PRIOR TO BEGINNING WORK. 9. DIMENSIONS, UTILITIES AND GRADING OF THIS SITE ARE BASED ON AVAILABLE INFORMATION AT THE TIME OF DESIGN. DEVIATIONS MAY BE NECESSARY IN THE FIELD. ANY SUCH CHANGES OR CONFLICTS BETWEEN THESE PLANS AND FIELD CONDITIONS ARE TO BE REPORTED TO THE ENGINEER PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LAYOUT VERIFICATION OF ALL SITE IMPROVEMENTS PRIOR TO CONSTRUCTION. 10. CONTRACTOR SHALL REFER TO PLANS AND SPECIFICATIONS FOR ROUTING OF UTILITIES TO RESTROOM AND SHELTER. CONTRACTOR SHALL COORDINATE THE INSTALLATION OF UTILITIES IN SUCH A MANNER AS TO AVOID CONFLICTS AND ASSURE PROPER DEPTHS ARE ACHIEVED, AS WELL AS COORDINATING WITH CITY AND UTILITY REQUIREMENTS AS TO LOCATIONS AND SCHEDULING FOR TIE-INS AND CONNECTIONS PRIOR TO CONNECTING EXISTING FACILITIES. 11. REFER TO THE PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF THE STRUCTURES, SIDEWALKS, AND UTILITIES. 12. CONTRACTOR TO LOAD AND TRANSPORT ALL MATERIALS CONSIDERED TO BE UNDESIRABLE AND NOT TO BE INCORPORATED INTO THE PROJECT TO AN APPROVED OFF -SITE WASTE SITE. 13. THE CONTRACTOR IS RESPONSIBLE FOR CLEANING DIRT AND DEBRIS FROM NEIGHBORING STREETS, DRIVEWAYS, AND SIDEWALKS CAUSED BY CONSTRUCTION ACTIVITIES IN A TIMELY MANNER. THE CONTRACTOR SHALL KEEP THE PROJECT SITE NEAT AND ORDERLY AT ALL TIMES WHILE CONSTRUCTION IS IN PROGRESS. ACCESS STREETS TO THE DEVELOPMENT SHALL BE KEPT CLEAN OF MUD, DEBRIS, PAPER AND WASTE MATERIAL AT ALL TIMES. 14. THE ADJUSTMENT OF EXISTING UTILITY APPURTENANCES TO FINAL GRADE IS CONSIDERED INCIDENTAL TO THE SITE WORK. 15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING AND MAINTAINING ANY EROSION CONTROL MEASURES ON SITE AT THE TIME OF CONSTRUCTION AND ADJUST AS NECESSARY DURING CONSTRUCTION. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR MAINTAINING ANY EXISTING EROSION CONTROL MEASURES ON SITE AT THE TIME OF CONSTRUCTION. GRADING AND SOIL EROSION CONTROL CODE REQUIREMENTS SHALL BE MET BY CONTRACTOR. 16. CONTRACTOR TO COORDINATE NATURAL GAS, ELECTRICAL, TELEPHONE AND ANY OTHER FRANCHISE UTILITY SERVICES WITH UTILITY SERVICE PROVIDER AND THE OWNER PRIOR TO CONSTRUCTION. 17. CONTRACTOR TO VERIFY ALL UTILITY CROSSINGS AND MAINTAIN MINIMUM 181, VERTICAL AND 10, HORIZONTAL CLEARANCE BETWEEN UTILITIES. CONTRACTOR TO COORDINATE UTILITY ROUTING TO BUILDING AND VERIFY CONNECTION LOCATIONS AND INVERTS PRIOR TO CONSTRUCTION. 18. CONTRACTOR TO PROVIDE PAVEMENT JOINTING PLAN FOR ENGINEER'S REVIEW AND APPROVAL. 19. CONTRACTOR SHALL PROVIDE 'SIDEWALK CLOSED' SIGNAGE AS REQUIRED BY THE CITY OF IOWA CITY AND PROJECT PLANS. 20. DO NOT STORE MATERIALS OR PLACE EQUIPMENT IN STREET OR PUBLIC RIGHT-OF-WAY. CONSTRUCTION STAGING AREA TO BE COORDINATED WITH CITY OF IOWA CITY. 21. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS, UTILITY FEES, AND ASSOCIATED COSTS AS NECESSARY FOR CONSTRUCTION. 22. CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTION STAKING. 23. CONTRACTOR TO PROTECT EXISTING TREES TO REMAIN DURING CONSTRUCTION AND SHALL KEEP MATERIALS AND VEHICLES OUT OF THE TREE DRIPLINE LIMITS. 24. SAW -CUT TO FULL DEPTH ALL PAVEMENT TO BE REMOVED. REMOVAL LIMITS TO BE TO NEAREST JOINT AND REVIEWED AND APPROVED BY ENGINEER. 25. CONTRACTOR IS RESPONSIBLE FOR PROVIDING POSITIVE DRAINAGE FOR IMPROVEMENTS AND NOTIFY ENGINEER OF ANY ISSUES PRIOR TO FINAL GRADING, PAVING, SEEDING, ETC. 26. THE OWNER HAS COMPLETED A REQUEST FOR PROPOSALS PROCESS FOR THE PLAY EQUIPMENT AND HAS SELECTED THE EQUIPMENT AND MANUFACTURER, WHICH IS SHOWN IN THESE PLANS. THE OWNER WILL PURCHASE EQUIPMENT, AND HAVE IT DELIVERED TO THE SITE. THE CONTRACTOR IS RESPONSIBLE FOR ASSEMBLING AND INSTALLING THE PLAY EQUIPMENT, PROVIDING AND INSTALLING SURFACING AND ASSOCIATED WORK AS SHOWN ON PLANS. THE PLAY EQUIPMENT AND SURFACING MATERIALS SHALL BE INSTALLED AND APPROVED BY A CERTIFIED PLAYGROUND INSTALLER. 27. CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR WHO CONTROLS THE MEANS, METHODS, AND SEQUENCING OF CONSTRUCTION OPERATIONS. UNDER NO CIRCUMSTANCES SHALL THE INFORMATION PROVIDED HEREIN BE INTERPRETED TO MEAN THAT THE ENGINEER OR CITY OF IOWA CITY IS ASSUMING ANY RESPONSIBILITY FOR CONSTRUCTION SITE SAFETY OR THE CONTRACTOR'S ACTIVITIES. 28. A CONCRETE WASHOUT AREA SHALL BE UTILIZED BY THE CONTRACTOR AND ALL SUBCONTRACTORS. CONTRACTOR TO COORDINATE LOCATION OF CONCRETE WASHOUT WITH CITY OF IOWA CITY. GENERAL CONTRACTOR TO BE RESPONSIBLE FOR MAINTAINING THIS FEATURE AND PROPER DISPOSAL UPON COMPLETION OF PROJECT. 29. CONTRACTOR AWARDED PROJECT SHALL PROVIDE ITEMIZED BID BREAKDOWN FOR EACH OF THE FOUR(4) PARKS AS A SCHEDULE OF VALUES FOR USE DURING CONSTRUCTION. 30. THIS PLAN SET SHOWS EXISTING CONDITIONS ON BOTH EXISTING SITE SURVEY AND DEMOLITION SHEETS. THE DEMOLITION SHEETS SHOWS ITEMS TO BE REMOVED. FOR LEGIBILITY PURPOSES, THE PROPOSED SITE LAYOUT AND GRADING SHEETS DO NOT SHOW THE ITEMS CALLED OUT TO BE REMOVED ON THE DEMOLITION SHEETS. ALL CONTRACTORS ARE RESPONSIBLE FOR VERIFYING REMOVAL ITEMS AND LIMITS IN THE FIELD. H ci w O a z O H Q i 0 z w Y Q a M N O N 2 c) d N Z 0 ID N O m 0 W0 N 0 O U U 0 Z O H a O LL Z F_ W n O W a 0 U N U) 0 rn N N 0 Z U a> O d 0 U TO p U 0 J N U) m O M LO L o 0 �>_ 70 Z o �w� U) Y ?� ti Z _ N I_ Q O N N 0 N rn L0 N V F-RWW-` W G Z Cn S N Y D E R &ASSOCIATES Project No: 122.1191.01 Sheet C101 m CO O O Q wCN o r 11 i ai cn QD N c/5 �L W F EXISTING SITE SURVEY Section Corner 1/2" Rebar, Cap # 11579 ■ a- o (Unless Otherwise Noted) Oz N ROW Marker ■ Z NOTES Ln m o ROW Rail w 0 o Control Point OCP Bench Mark Platted Distance P 1. BUILDING LINES AND CORNERS ARE FOR USE IN PREPARING CIVIL SITE o T_ Measured Bearing &Distance M PLAN DOCUMENTS. BUILDING CORNERS AND BUILDING LINES SHOULD Recorded As R BE SPECIFICALLY VERIFIED, AS NECESSARY, PRIOR TO DESIGN FOR Deed Distance D CONSTRUCTION OF ANY PROPOSED EXPANSION OR CONNECTION OF Z Q N Calculated Distance C BUILDING COMPONENTS. w Minimum Protection Elevation MPE Centerline 2. FOR CLARITY PURPOSES, SURVEY SPOT ELEVATIONS ARE NOT SHOWN °��' L) Y Section Line ON THIS SURVEY, BUT ARE CONTAINED WITHIN THE DIGITAL CADD FILES. w o 1/4 Section Line 1/4 1/4 Section Line - - - 3. FOR THE PURPOSE OF THIS SURVEY, STORM SEWER, SANITARY SEWER OCP10 Easement Line AND WATER MAIN LINES ARE ASSUMED TO FOLLOW A STRAIGHT LINE FROM STRUCTURE TO STRUCTURE. E 00 FEATURES EXISTING 4. UTILITY SERVICE LINES TO BUILDINGS ARE APPROXIMATE ONLY. AN O Spot Elevation X 1225.25 INTERNAL BUILDING INVESTIGATION, EXCAVATION AND/OR SUBSURFACE Contour Elevation 722 S LOCATING/DESIGNATING WOULD NEED TO BE PERFORMED TO o L) Fence (Barbed, Field, Hog) X DETERMINE THE LOCATION OF SERVICES ENTERING THE BUILDING. m o 0 Fence (Chain Link) //CD LO M Fence (Wood) 0 5. UNDERGROUND PIPE MATERIALS AND SIZES ARE BASED UPON VISIBLE w Q Fence (Silt) 0 EVIDENCE VIEWED FROM ACCESS MANHOLES/STRUCTURES. DUE TO I D 0 � 0 Tree Line THE CONFIGURATION AND/OR CONSTRUCTION OF THE STRUCTURE, IT Z O c Tree Stump -�- MAY BE DIFFICULT TO ACCURATELY DETERMINE THE PIPE MATERIAL / I z O AND/OR SIZE. THE SURVEYOR WILL USE THEIR JUDGMENT AND \ / O w � Deciduous Tree \\ Shrub EXPERIENCE TO ATTEMPT TO DETERMINE, BUT COMPLETE ACCURACY \ ti z CANNOT BE GUARANTEED. _ I - - - / - N Q N Coniferous Tree \\ Shrub - - - - - o 6. BOUNDARY LINES SHOWN ON THE EXISTING SITE SURVEY ARE TO / - - � Communication C(*) FACILITATE DESIGN OR CONCEPT NEEDS AND ENABLE CREATION OF 0 20 Overhead Communication oC(*) SAID CONSTRUCTION DOCUMENTS. THESE LINES DO NOT CONSTITUTE A `O Fiber Optic FO(*) CERTIFIED BOUNDARY SURVEY AND MISSING MONUMENTS WILL NOT BE I - ^� FEET L' Underground Electric E(*) Overhead Electric OE(*) SET. / 6�9 - cO _ 678- 680 Gas Main with Size G(*) ' _ _ 9 / _ - - 687 �61 - \ High Pressure Gas Main with Size HPG(*) Water Main with Size w(*> I / / --- - 682, �� Mulch / 68� I / _683� \ Culy Sanitary Sewer Size SO CONTROL POINTS I ""� -� "" Tu e with Duct Bank DUCT(*) ,� / / ® Ii Test Hole Location for SUE w/ID �, IOWA REGIONAL COORDINATE SYSTEM ZONE 10 CEDAR RAPIDS ( ) NAD83(2011)(EPOCH 2O10.00) IARTN DERIVED - US SURVEY FEET 4 I I I',� �_ °\ `O - � \ Grass (*) Denotes the survey quality service level for utilities NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88 - GEOID12A) IARTN DERIVED US SURVEY FEET / _ / Bench - \ � - I I i I ® / \36\ Sanitary Manhole CP10 N=7931063.90 E=20526727.09 Z=676.92 I I I \ \\ Cud rt / 1'linnel Storm Sewer with Size ST(*) _ %2" IRON ROD WITH RED CONTROL CAP (AS SHOWN ON SURVEY) I I `° / Timber Wall 680 Storm Manhole 0 CP11 N=7930779.31 E=20526820.72 Z=675.73 0 i CO I - lumber Single Storm Sewer Intake m /2 IRON ROD WITH RED CONTROL CAP (AS SHOWN ON SURVEY) / `P\ I I i - bandbox - - Double Storm Sewer Intake - Slide 1 % „�' Structure � I C�Ivert — Fire Hydrant Fire Hydrant on Building �s CP12 N=7930914.15 E=20526631.19 Z=678.47 %2" IRON ROD WITH RED CONTROL CAP (AS SHOWN ON SURVEY) r I I 1 I � ( � Timber Stairs �, - �� N. Mulch l w/ Mulch co �- �� =� 36" Tunn I e\ Water Main Valve Water Service Valve ® CP13 N=7930926.67 E=20526914.59 Z=675.92 %2" IRON ROD WITH RED CONTROL CAP SHOWN ON SURVEY) Bike Rack ` �I Timber Wall Mulc / Playground I Bridge - - 1__-_� 'Structure ._ 36'%Cuwert� T nnel I OCP13 V Well ® (AS J mber Wall I •� I Utility Pole Guy Anchor T DATE OF SURVEY OCP12 \ _-�68p Utility Pole with Light o Utility Pole with Transformer I I III Mulch LU Street Light Yard Light SEPTEMBER 16, 2022 0 Slide / I I I0 1I .� Box Timber Wall Timber I Timb Wall- � 6 Oa W U) Electric Transformer ❑E Traffic Sign Timber _ Steps Co I Communication Pedestal © Steps 0I Grass I WW Manhole Communication HandholeZLci IOWA 0 820- 1 6Communication I I Fiber Optic Manhole X Fiber Optic Handhole Fo O� M / I I / / / \ W o Gas Valve °ca Manhole Grass • / \ oGas Gas Apparatus © w W Fence Post or Guard Post • 1-800-292-8989 \ \ J0 Underground Storage Tank WWW.Iowaonecall.com $J O / EllC) Above Ground Storage Tank asT Shrub Stumps _ -`�`O _,af __ \ Grass / \ UFEE Sign Satellite Dish l \_ — OCn„W I 1 Mailbox Q �✓ 6` > Sprinkler Head + UTILITY CONTACT INFORMATION S D ,�� \ ( �680 ' 0 O o Irrigation Control Valve X1CV UTILITY CONTACT FOR MAPPING INFORMATION SHOWN AS RECEIVED FROM / _ `o - \ -679 - / 1679 C'n C / — _- - S(�) Z M THE IOWA ONE CALL DESIGN REQUEST SYSTEM, TICKET NUMBER 552205922. Water Fountain / — N UTILITY QUALITY SERVICE LEVELS ° / Storage Box / / _676 co W U) QUALITY LEVELS OF UTILITIES ARE SHOWN IN THE PARENTHESES WITH THE UTILITY MIDAMER-GAS Contact Name :Carson Hemphill _ - - - Grass - 678 - Grass TYPE AND WHEN APPLICABLE SIZE. THE QUALITY LEVELS ARE BASED ON THE Cl / Contact Phone: 3193414461 / / ASCE 38-02 STANDARD. midamerican.com hill Contact Email: crhem P @ _ z Z QUALITY LEVEL (D) INFORMATION IS DERIVED FROM EXISTING UTILITY RECORDS OR � a - Coll PCC Benches x ORAL RECOLLECTIONS. CENTURYLINK on PCC Pad i i W W Y QUALITY LEVEL (C) INFORMATION IS OBTAINED BY SURVEYING AND PLOTTING Contact Name : SADIE HULL a Contact Phone: 9185470147 VISIBLE ABOVE -GROUND UTILITY FEATURES AND USING PROFESSIONAL JUDGMENT Contact Email: a Q Ln Z IN CORRELATING THIS INFORMATION WITH sadie.hull@lumen.com QUALITY D INFORMATION. Y QUALITY LEVEL (B) INFORMATION IS OBTAINED THROUGH THE APPLICATION OF IOWA CITY, CITY OF - - - co } Z APPROPRIATE SURFACE GEOPHYSICAL METHODS TO DETERMINE THE EXISTENCE AND APPROXIMATE HORIZONTAL POSITION OF SUBSURFACE UTILITIES. Contact Name :Jeff Salm Contact Phone: 3193565163 / QUALITY LEVEL IS HORIZONTAL AND VERTICAL POSITION OF UNDERGROUND - OCP11 (A) Contact Email: jeff-salm@iowa-city.org _ x UTILITIES OBTAINED BY ACTUAL EXPOSURE OR VERIFICATION OF PREVIOUSLY - Cn a EXPOSED SUBSURFACE UTILITIES, AS WELL AS THE TYPE, SIZE, CONDITION, IMON COMMUNICATIONS, LLC MATERIAL, AND OTHER CHARACTERISTICS. Contact Name : Engineering Group CD Contact Phone: 3192007740 W Y UTILITY WARNING Contact Email: imonengineering@imon.net n MIDAMER-ELEC a THE UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY Contact Name: LINDSAY HOUSTON Y INFORMATION AND/OR RECORDS OBTAINED. THE SURVEYOR MAKES NO Contact Phone: 3193414419 GUARANTEE THAT THE UTILITIES OR SUBSURFACE FEATURES SHOWN Contact Email: lindsay.houston@midamerican.com COMPRISE ALL SUCH ITEMS IN THE AREA, EITHER IN SERVICE OR ABANDONED. N THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UTILITIES OR MEDIACOM IOWA CITY SUBSURFACE FEATURES SHOWN ARE IN THE EXACT LOCATION INDICATED Contact Name :Carl Norton S N Y D E R a EXCEPT WHERE NOTED AS QUALITY LEVEL A. Contact Phone: 3195946201 `-' 0 Contact Email: cnorton@mediacomcc.com &ASSOCIATE S N N N N Project No: 122.1191.01 U N O Sheet KP 100 _ - \ m (n \ \ \ DEMOLITION PLAN GENERAL NOTES DEMOLITION PLAN CONSTRUCTION NOTES C:)Q \ \ \ Lu � Q o 0- \ 3A 1 B A. IF EXCAVATED SOILS ARE FREE OF DEBRIS, THEY CAN BE PLACED ON 1. EXISTING FEATURES TO REMAIN, PROTECT THE FOLLOWING: \ 3A SITE WITH GRADING ACTIVITIES. ALL AREAS DISTURBED TO HAVE A. TREES/VEGETATION. I _ \ - _ TOPSOIL RE -SPREAD, UNLESS OTHERWISE NOTED. B. PAVEMENT. / 3A - - - - - , s) 9. co C. STRUCTURE/FEATURE. U) �L U) / ,678- - - _ B. EXISTING MULCH AND ENGINEERED FIBER SURFACING NOTED TO BE 680 REMOVED, SHALL BE PROPERLY DISPOSED OF OFF -SITE AT AN 2. EXISTING FEATURES, CONTRACTOR TO REMOVE AND DISPOSE OF _ _ APPROVED DISPOSAL LOCATION. THE FOLLOWING: 667 \ - - - 019 ' A. VEGETATION. B. TREE STUMPS. p d o N 682 / / 68 / C. TIMBER STAIRS/EDGER. D. TIMBER WALLS. _Ln > do -0 o N — -683 \® � t- 2H 1A \ E. SAND. 0 I I I /( 77� �- v- l �% v v A V A F. PLAY EQUIPMENT, STRUCTURES AND FOOTINGS. 0 / _ 2D �� \ �,' • / / 2H 2A \ \ G. MEMORIAL BENCH. CONTRACTOR TO COORDINATE WITH CITY ON SALVAGING BENCH AND ITS RELOCATION. rn \` �\ • H. OVER -EXCAVATE EXISTING GRADE TO 6" DEPTH IN AREAS �i I I ,' 2H \ 2K \ \ 1A • ' \\ \ SHOWN AND DISPOSE OF MATERIAL. EDGE TO BE VERTICALLY w 3A // _ / / • \ (b \ CUT. FOR FURTHER DETAIL ON EXTENTS, REFER TO THE W m z° y I I \ I \ \ GRAPHICS LEGEND BELOW. I. OVER EXISTING MATERIAL TO 15 DEPTH IN � 2 a t o \ -EXCAVATE Q C I 2G 1 \ - - - - / / • \ \ \ PROPOSED SAND AREA AND DISPOSE OF MATERIAL. FOR FURTHER DETAIL ON EXTENTS, REFER TO THE GRAPHICS LEGEND BELOW. ii I I I I 1p` / / I 2A 2D �� 3A 2E � J / / I / \ \ \ \ \ \ J. OVER -EXCAVATE EXISTING GRADE TO 15" MINIMUM DEPTH IN AREAS OF PROPOSED PLAY EQUIPMENT AND FALL ZONE AREAS, a E o / / 1A \ ,AS PER MANUFACTURER'S RECOMMENDATION/ AND DISPOSE OF O I 12A I \ \� /' \ \ MATERIAL. FOR FURTHER DETAIL ON EXTENTS, REFER TO THE GRAPHICS LEGEND BELOW. FOR MORE INFORMATION ON THE / ., o I I I i 2D / \ \ - - - ® �/ / \ \\ PLAYGROUND EQUIPMENT, REFER TO SHEETS KP200 AND KP400. K. OVER -EXCAVATE AROUND EXISTING BOULDERS TO 6" DEPTH > J N 0 m o En 68p I ' \\ / 2H _ — — — �►� 21 I \ / /�• \ AND DISPOSE OF MATERIAL. L. PAVEMENTS. V Of � LJ � 70 1 w \ 2L , / / �. / 1q \ \ M. PEDESTRIAN BRIDGE CROSSING STRUCTURE. Q z O N. SALVAGE EXISTING RAILING ABOVE TUNNEL AND REMOVE POSTS U? \ I 2A / - - - ` \off \ 1 AND FOOTINGS. SEE DETAIL BELOW. O w / _ _ - - - ----- - - - 3. EXISTING BOULDERS, RELOCATE AS FOLLOWS: Y ?� N Q — / I 3A I I 2D / / / • I I 2D i 1 • A. RELOCATE EXISTING BOULDER. SEE SHEET KP200 FOR NEW N o I I 1q l I LOCATIONS. ALL RELOCATIONS TO BE APPROVED BY OWNER AT N �I 2C 2J 2J 2H I ,��2H SITE. I /qLO 1 I 2F 2H 2M 2H '� 2 / 1A / 1 1 LEGEND • 21 I -------- OVER -EXCAVATION LIMITS _ 2D 1 I � I I 1 I I 15 DEPTH OVER MINIMUM 3A I � � 2D o � I -EXCAVATION, / / 2A I I I I 2A � \ 2F 2A � I I IA 2A I I I I I/ I/ 2L L IJ \ \ �` �. 3A . 3A 1 • - _ / 2F ZH ��. \ I I ro 6" DEPTH OVER -EXCAVATION, MINIMUM \ -- - • \ \ i � 2C I I I / /CO / Can> TYP. r--_--1B- 2J • 2D 2J / / I I W �6s I I I 1 A Cn I I / 2A W \1A SALVAGE EXISTING RAILINGSLu a Z z 1B \ I 1B RAILING ABOVE TUNNEL J Q q \ 1C I / Z aX o M \ \ \\ 6g2' I I I I / / / 2A / / / KP101 NO SCALE O Z V o Lu / \ \ 2B 1C \ / // / \ J C� � \ O — 2A 2A1 / o O \ S( �681— Z W Q c 04 C) (00o / W C, 04 — S(�) -680 \ co IL O — — — 679 — 2A S(Y w a — — / — 1B 2A _ \ ��-679— — — — — _ — — - ' / / / - — S(�) �- --__ Q WY Z / 1B / ' Z Q Lu \ Y -678- — — — — — — — — — xic NLu cn 9 z \ O) \ / N S N Y D E R Q \\ \ I / & ASSOCIATES ^ 0 10 N \ ( / FEET Project No: 122.1191.01 _ Sheet KP101 SITE LAYOUT PLAN CONSTRUCTION NOTES m � o 1. PLAYGROUND, SEE SHEET KP400, OWNER TO PURCHASE EQUIPMENT AND DELIVERED TO SITE. CONTRACTOR TO INSTALL EQUIPMENT AS PER MANUFACTURER'S RECOMMENDATIONS w o (If N WHICH INCLUDES THE FOLLOWING: A. THE CUBE. 6 U cis +� (D o—j. ♦, 0 B. THE SHACK. C. THE HAMMOCK, QUANTITY OF (2). D. SHORT SLIDE. E. LONG SLIDE. _ U) ° / �1 / j , ♦ ^ F. PLAYGROUND SURFACING TO BE PROVIDED AND INSTALLED BY CONTRACTOR. MATERIAL TO BE ENGINEERED -WOOD FIBER, AS APPROVED BY OWNER. FOR FURTHER DETAIL ON EXTENTS AND THICKNESS, REFER TO THE GRAPHICS LEGEND BELOW. G. SAND MATERIAL TO BE COURSE SAND, AS APPROVED BY OWNER. z O L a- T _0 N N �' 1 F //' / 2. LIMESTONE STEPS, PROVIDE THE FOLLOWING, AS PER DETAIL: w o o 0® _ i 1 . / / ' ♦ //// // • ° / 1 F / A. (8) EIGHT LIMESTONE STEPS. B. (7) SEVEN LIMESTONE STEPS. ADJUST LOCATION TO MATCH FINAL GRADING. v rn ••o 'I ®; / / lo / C. (6) SIX LIMESTONE STEPS.do g N / T• r • : it-1_ — — /%, ,� / ®• ®•; `�/ �' / �� ♦ lvvl/�/ / • / 7 3. BENCH. OWNER WILL PROVIDE AND INSTALL. 4. PROVIDE 5' X8' PCC PAD AT 5" DEPTH. o z a_ o l `� 3 4 //�` /// / ///�``, /// ��'••,•--,, ` ° 5. PROVIDE A QUANTITY OF (2) 48" DIAMETER RCP FLARED -END SECTIONS AND (1) 8' SECTION OF 48" PIPE WHERE SHOWN. SEE DETAIL. ♦ ♦ ///// //// �, /// 213 / i f / rl' // // // `f�'�— / // // ' • i // �/ 6. PROVIDE 4 HIGH DECORATIVE FENCE WITH 8 LONG SECTION. FENCE PRODUCT TO BE "MONTAGE PLUS", AS MANUFACTURED BY AMERISTAR. STYLE TO BE "MAJESTIC" WITH BROWN COLOR POWERCOATING. PLACE ON 42" DEPTH FOOTINGS. OWNER TO APPROVE. O p U • .%err/ /// // // //// //� /// // � • / //// / ° 7. OWNER TO REFINISH (2) EXISTING RAILINGS. CONTRACTOR TO PROVIDE (4) NEW STEEL POSTS WITH 42 DEPTH PCC FOOTINGS AND ATTACH RAILING TO POST. PAINT COLOR FOR >_ TO J N p m o cn 1 ///• / // //�; �• /1 F // // //// ♦ $ ♦; i /// // . �r 7 . � RAILINGS AND POSTS TO BE BROWN, AS APPROVED BY OWNER. V w o ci oTYP. �` %, ` — / / 8. OWNER TO DELIVER TO PROJECT SITE (12) TWELVE BOULDERS, SIMILAR TO EXISTING BOULDERS ONSITE, FOR CONTRACTOR TO PLACE. A TOTAL OF 39 BOULDERS TO BE PLACED WHERE SHOWN. COORDINATE WITH OWNER ON FINAL PLACEMENTS. Q O z O cn } cn w ° %` , %� / / / o ` / N Q �// �. /// // 1 p` /// // / /� • / N o WOO VA 113 f / LEGEND ENGINEERED FIBER LIMITS /// / -------- -WOOD $ 5 ; !_ /� ;� / + /// // 1 G • 0 15" DEPTH ENGINEERED -WOOD FIBER, MINIMUM `� 1 F 6" DEPTH ENGINEERED -WOOD FIBER o i • V///// / / // 1 D f 1 F 1--` $ TYP. / F V „•.l Lu ° I I I `• 1 F .� 0 to I ® I o a Z W z a J a o It I ® ° ZXM 0 VQ WW om J — Q C)S(D) LL = a - S(D) — > O J Cn _ S(D)—�� Z Lu o N o M clj N Z S(D) S(D) S(D) - ° Lu a o J S(D) — — S( ) — S(D)Lu Y — S(D) — W a a co ° O S(D) — a — 0 z a Y w z z Y M N o a � Z U w W N C� J a Y a a o N v) z a Y I rn N N CI o S N Y D E R 0 &ASSOCIATES rn 0 10 N N N N FEET Project No: 122.1191.01 U N O Sheet KP200 _ GRADING PLAN GENERAL NOTES co C) o w � � 9 \ \ \ Q o `\ \ A. THE OVERALL INTENT OF THE PROPOSED GRADING FOR THE SITE, ONCE WALLS AND STRUCTURES ARE REMOVED, IS TO SHAPE THE EMBANKMENTS WITH SOILS ON SITE. IT IS EXPECTED THAT TOPSOIL AND FILL AROUND RCP TUNNEL WILL BE Cu HAULED IN TO SITE AND PLACED. U) �L Cn 680 -- - - - - - -678- - ' - B. STRIP, STOCKPILE, AND RESPREAD TOPSOIL TO 6" DEPTH TO MATCH FINISHED — \ \ roll 9- _ - ° GRADES AND PLACE IN AREAS TO BE SEEDED. M oN / 687 682 \ C. FILL IN HOLES AND VOIDS CAUSED BY REMOVALS OF STRUCTURES ON SITE. p p o O -- - ' — — _ 1 I • ® 683 / / GRADING PLAN CONSTRUCTION NOTES 1. CONTRACTOR TO PROVIDE SOILS AS FOLLOWS: 0 \ \ 1 Aso A. SOILS AROUND AND OVER RCP PIPE TUNNEL. B. 6" DEPTH TOPSOIL OVER AREAS GRADED AND TO BE SEEDED. z w 2 Q N ------ /- ®___ ---------\ ; ® / 84.20 I \ \ ` �CZ)/ \ J \ \ \ \ \ 2. GRADE EMBANKMENT SLOPES UTILIZING EXISTING SOILS WITH MAXIMUM SLOPES AS FOLLOWS: I I __®_•' 0 / \ \ / \ i / / I l \ \ ° \ \ \ \\ A. 3:1 SLOPE. w \ B. 5:1 SLOPE. 16 III 26 - - / I II / 3. EXCAVATED SOILS, IF FREE OF DEBRIS, IN AREAS OF PROPOSED PLAY EQUIPMENT, CAN BE PLACED ON NEW EMBANKMENTS, PRIOR TO PLACEMENT OF Q E 00 5 \ _ _ / / ® v \ \ \ TOPSOIL OR ENGINEERED -WOOD FIBER. O U) / I / _ 6 87 / \ \ Cu I I I o Cl)_ ( i 1\ �� 2A \ \ I - _ - I 68p 1 B - // I® 5 _ ``' / / / / ` ' o / \ \ \ \ \ \ \ \ 4. PROVIDE FILTER SOCK WHERE SHOWN. ADJUST LOCATIONS AS NECESSARY TO CONTROL EROSION DURING CONSTRUCTION. > H_ p J N 0 m o �n I I I i ' \ - 6g3 / 2 ,� \ l ` 679 _ - - - - I / 3 ,. ' I / _ ' / \ v \ 5. HYDRAULICALLY SEED ALL AREAS DISTURBED BY CONSTRUCTION NOT SHOWN TO HAVE ENGINEERED WOOD FIBER, USING BONDED -FIBER MAXTRIX MULCH. V w Ise Q 0 p < (D 6 �` R' `� $ �� I \ / / / / / > � ` \ `\ SEED MIX SHALL BE TYPE 1 PERMANENT LAWN. FOR MORE INFORMATION, REFER TO SUDAS 9010. Q o z c / — _ ® z 5 / / �• o \ I 1 N Z Nao I ® I •. • — �� / I N _ _ cfl co _ \ _ c^o I I 4 TYP. I `n - 4 TYP. -� `� �� • I "' 1B 1A 00 \ o • WPM �\ ° o e_ _ \\` i =� l % / I I I 1 TYP. 4 I \ I I I \ \0000 - - - - - / 1 a — C / / I O 2A / 3 I / / / I I / /\/I1 _ ---T— — — —— / I z —682------ A I I I roo I (0/ / / o ■ W Z V z I I II I I � / I® I I I \ / / / / / \ O S N I II I I I I I I l o I / p W / / \ U ILI Ld \ \ W Fm 06 O (0 0\ 0 04 o _`�'�` N N \ v / S \ / / \ O 2 Q o \\ 6$O S(2, \ 1 / / ` Gjs Z(D Q / — ad L:) S(D) \ 679— ---- S(Y / \\ o-- —679--- i SD --- I _ -- a / O o / / , S(D) \ W Z / —_------ --678-- - ------- -' / ' \ \ Z U \ N Cb z a \ / N S N Y D E R a \\ \ 1 / & ASSOCIATES / Cli N N \ — _ _ ( FEET Project No: 122.1191.01 d / / Sheet KP300 m cn Q w Q Z (6 L.L N U) �L W i U) II oe ee II / I Z o co Cl ee se I / I co m M 0 I I � Y o ee I LOco ee I a U � � N I ee ve I I I I I I I LO ( Z Q N I ee oe ee 00 I I : ID co U Z c6 BACKF ILL WITH EXCAVATE APPROX. NATIVE SOIL 6-INCH DEPTH PRIOR TO 14.3' 01/ / AROUND BASE OF BOULDER BOULDER PLACEMENT. OV 0 to 'ol 6.0' 10'-8" 01 —III—III—III—III III —III —III —III �_ m o En I I I -I I I -I I I -I I I -I I I-1 I I-III-III-III-1 I -I I -I I- w Q 'ol6.0' 14.3' 6.0' 17.6' -III-III-III-III-III-III-III-III-III-III-I I I- I I a z o 26.3'UNDISTURBED 4 LONG SLIDE(T*) BOULDER RE -LOCATION PLACEMENT SOIL DETAIL O � z � U) Y � � Z — NOTES: INSTALL CUBE 'L' PLAY STRUCTURE AS PER MANUFACTURER'S �4O NO SCALE NOTES: INSTALL SLIDE IN LOCATION SHOWN ON PLAN. INSTALL AS PER KPNO SCALE 400 �Qo N o N RECOMMENDATIONS. VERIFY ALL DIMENSIONS, SURFACE SAFETY BERLINER MANUFACTURER REQUIREMENTS. VERIFY DIMENSIONS. DEPTH, AND INSTALLATION REQUIREMENTS. MANUFACTURER IS CONTACT LARRY RIFE, PHONE 515-333-9800. BERLINER. CONTACT LARRY RIFE, ABCREATIVE, PHONE 515-333-9800. L, 1 CLIMBING CUBE �4O NO SCALE PIPE PLACEMENT CROSS-SECTION 4.8' RAILINGS / / ENGINEERED -WOOD FIBER PATH 5.0' I TOPSOIL BACKFILL � O~ I Dq - I � FLARED -END N II LO FLARED END EXISTING GRADE Z \ \ 8' SECTION i 14.4' W 0 Cl) PLACE GRANULAR SUBBASE PLACE ENGINEERED -WOOD FIBER IN BOTTOM OF PIPE. w W 6.0' 10.7' AT 4" DEPTH TO SET PIPE. 10 PIPE TO BE PLACED 4" BELOW EXISTING GRADE. NOTES: INSTALL SHACK 3.01 AS MANUFACTURED BY BERLINER, AS PER 16.6' W THEIR REQUIREMENTS VERIFY DIMENSIONS AND SAFETY SURFACE Z Z o DEPTH. O V o cli x 2 SHACK NOTES: INSTALL SLIDE IN LOCATION SHOWN ON PLAN. INSTALL AS PER _ O �4O NO SCALE BERLINER MANUFACTURER'S REQUIREMENTS. VERIFY DIMENSIONS. 5 SHORT SLIDE 8 RCP PIPET TUNNEL C U > J _ J NOTES: INSTALL (2) HAMMOCKS IN LOCATIONS SHOWN ON PLANS. �400 NO SCALE �4O NO SCALE O a = INSTALL AS PER BERLINER MANUFACTURER REQUIREMENTS. VERIFY F- Q DIMENSIONS AND SAFETY SURFACE MATERIAL DEPTH. Z W Q Q W 1C)d N O co N 3'_ 4' a J 18"-24", TYP. a W Y - 6"-8" THICK LIMESTONE STEPS D / \ / \ GENERAL NOTES a > co zfl Y 6' - o A. SEE PLAN FOR QUANTITY AT EACH LOCATION. 0 \ / / B. WIDTH OF STEPS TO VARY BETWEEN 4'-6'. N Cn J _ C. PLACEMENT OF STEPS TO BE REVIEWED AND Q APPROVED BY OWNER. D. LIMESTONE TO BE PROVIDED BY WEBER o - STONE COMPANY, ANAMOSA, IA OR APPROVED Q n z / — COMPACTED GRANULAR SUBBASE EQUAL. Y _I N COMPACTED SUBGRADE, 95% STD PROCTOR DENSITY �I 0 6.0' 10.7' 6.0' S N Y D E R 6 LIMESTONE STEPS &ASSOCIATES 0 �, 17 22.7' �4O NO SCALE N N N CD N 3 HAMMOCK Project No: 122.1191.01 o g KP400 NO SCALE Sheet KP400 m CO C Q 0 w Q o N o II 2 ai � cn � Q� N c� _ EXISTING SITE SURVEY NOTES o 2 a- M N LEGEND m FEATURES FOUND 1. BUILDING LINES AND CORNERS ARE FOR USE IN PREPARING CIVIL SITE N NUJ C:) Section Corner PLAN DOCUMENTS. BUILDING CORNERS AND BUILDING LINES SHOULD v o 1/2" Rebar, Cap # 11579 ■ BE SPECIFICALLY VERIFIED, AS NECESSARY, PRIOR TO DESIGN FOR Bridge rn (Unless Otherwise Noted) CONSTRUCTION OF ANY PROPOSED EXPANSION OR CONNECTION OF ROW Marker ■ ROW Rail = BUILDING COMPONENTS. 2. FOR CLARITY PURPOSES, SURVEY SPOT ELEVATIONS ARE NOT SHOWN) PCC 0 Z w Q N Control Point ON THIS SURVEY, BUT ARE CONTAINED WITHIN THE DIGITAL CADD FILES. I z° Bench Mark I Platted Distance P 3. FOR THE PURPOSE OF THIS SURVEY, STORM SEWER, SANITARY SEWER I ACC / - w a Measured Bearing &Distance M AND WATER MAIN LINES ARE ASSUMED TO FOLLOW A STRAIGHT LINE / 121 � Recorded As R FROM STRUCTURE TO STRUCTURE. Deed Distance D Q Calculated Distance C Minimum Protection Elevation MPE 4. UTILITY SERVICE LINES TO BUILDINGS ARE APPROXIMATE ONLY. AN INTERNAL BUILDING INVESTIGATION, EXCAVATION AND/OR SUBSURFACE � o Centerline o �� O vi Section Line 1/4 Section Line LOCATING/DESIGNATING WOULD NEED TO BE PERFORMED TO DETERMINE THE LOCATION OF SERVICES ENTERING THE BUILDING. 1 / C Grass ACC a) TO o 0 1/4 1/4 Section Line - - - Easement Line 5. UNDERGROUND PIPE MATERIALS AND SIZES ARE BASED UPON VISIBLE / J N (n m o cn o� FEATURES EXISTING EVIDENCE VIEWED FROM ACCESS MANHOLES/STRUCTURES. DUE TO THE CONFIGURATION AND/OR CONSTRUCTION OF THE STRUCTURE, IT \ \ I / rn / Gravel V � wp Q -0 MAY BE DIFFICULT TO ACCURATELY DETERMINE THE PIPE MATERIAL AND/OR SIZE. THE SURVEYOR WILL USE THEIR JUDGMENT AND 1 1 \\ ° /� I Q Z p U - N Spot Elevation X 1225.25 Grass / Contour Elevation �225 Fence (Barbed, Field, Hog) X EXPERIENCE TO ATTEMPT TO DETERMINE, BUT COMPLETE ACCURACY CANNOT BE GUARANTEED. \ \ 1 / /� O § w \ ita H — ti z � Fence (Chain Link) // Fence (Wood) 0 Fence (Silt) Tree Line 6. BOUNDARY LINES SHOWN ON THE EXISTING SITE SURVEY ARE TO FACILITATE DESIGN OR CONCEPT NEEDS AND ENABLE CREATION OF SAID CONSTRUCTION DOCUMENTS. THESE LINES DO NOT CONSTITUTE A 1 \ Rim=719.14 i 1 (Bolted Down) �/ 1 \ / Q o N N o CERTIFIED BOUNDARY SURVEY AND MISSING MONUMENTS WILL NOT BE / Grasa Tree Stump / LO Deciduous Tree \\ Shrub fl Coniferous Tree \\ Shrub SET. — 1 \ / / / / ACC° Ln CONTROL POINTS 0 Communication C(*) I Overhead Communication OC(*) Fiber Optic FO(*) IOWA REGIONAL COORDINATE SYSTEM ZONE 10 (CEDAR RAPIDS) / / I) 7 I 91- Underground Electric E(*) NAD83(2011)(EPOCH 2O10.00) IARTN DERIVED - US SURVEY FEET / Overhead Electric OE(*) Gas Main with Size G(*) NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88 - GEOID12A) IARTN DERIVED - US SURVEY FEET ° I I Balance Ring Structure / I I High Pressure Gas Main with Size HPG(*) Water Main with Size W(*)— s(*) CP14 N=7932799.90 E=20520721.60 Z=731.52 IRON ROD WITH RED CONTROL CAP AS SHOWN ON SURVEY ( ) / / Carousel Bounce Structure ' Timber Landscape Edging Sanitary Sewer with Size Sanitary ° / I Duct Bank DUCT(*) � CP15 N=7932833.55 E=20520572.61 Z=729.41 / Mulch - Test Hole Location for SUE w/ID )/ IRON ROD WITH RED CONTROL CAP (AS SHOWN ON SURVEY) / Gravel , (===*) Denotes the survey quality service level for utilities CP16 N7932957.83 E20520616.78 Z720.61 PROPERTY CORNER - %" IRON ROD (AS SHOWN ON SURVEY) ` ° � �, ,� �, � �__________ ________ _ _____-•' \ � � . Sanitary Manhole Storm sewer with Size sT(*) Storm Manhole DATE OF SURVEY 719, \ �\ \ /Slide Grass ;\ Mulch \\ / F. .=7 5.49 4" P FES V Single Storm Sewer Intake 0 Double Storm Sewer Intake m SEPTEMBER 16, 2022 0 Timber Landscape Edging ; \ \ / �\ \ Grass ST(B) W Fir Hydrant e fa Swingset- ' l', Z Fire Hydrant on Building ), -" / - �� U Water Main Valve Water Service Valve M Well © � %e / I - _. ° ACC O Utility Pole Guy Anchor T+ / ° \ \ I W LU zUtility Pole with Light O 0 \ DID NO SURVE ` o a Utility Pole with Transformer Street Light ❑ �: INSIDE E LI a x Yard Light 3 1-800-292-8989 / Electric Box Electric Transformer ❑E WWW.IOWQ011@CCfILCOM '°' c,', �°;'"u„,0. (DCP16 \ / rave Z wTraffic m Sign Communication Pedestal / O J Communication Manhole © / Grass (f� LL Communication Handhole © Fiber Optic Manhole �o UTILITY CONTACT INFORMATION \/ \ No ^�� / FM O a Fiber Optic Handhole Fo / - F.L.=7 3 24 ; E a Gas Valve oca UTILITY CONTACT FOR MAPPING INFORMATION SHOWN AS RECEIVED FROM \ W C/ I_ o Gas Manhole © THE IOWA ONE CALL DESIGN REQUEST SYSTEM, TICKET NUMBER 552205921. Grass / ° ACC r 1 Gas Apparatus © Fence Post Guard Post • \ o �� \ \ I \ I O i o N or Underground Storage Tank u MIDAMERICAN-GAS Contact Name :Carson Hemphill \\ \ \ / F.L.=716.83 24" RCP \ /19� Z Q N > Above Ground Storage Tank asr Sig n Contact Phone: 3193414461 Contact Email: crhemphill@midamerican.com \ \ / W (0 W Satellite Dish 4 Mailbox Sprinkler Head + CENTURYLINK \) \ \\ / \ \ \ \ DID NOT SURVEY ° / a Z 0116 z Irrigation Control Valve oaicv Contact Name : SADIE HULL Contact Phone: 9185470147 \ \ \ INSIDE TREE LINE \ ° I W Contact Email: sadie.hull@lumen.com \ \ \ / lGrave n/ Q UTILITY QUALITY SERVICE LEVELS IOWA CITY, ` `� �`' ` \ \ �'� ACCTO Q (/� LU Z � Contact Name : Jeff Salm Contact Phone: 3193565163 \\ � \ \ \ \ / Pipe is Buried _ In w QUALITY LEVELS OF UTILITIES ARE SHOWN IN THE PARENTHESES WITH THE UTILITY SIZE. ON CI / Contact Email: eff-salm Iowa-cit or t @ y g \ �? \ as \ W TYPE AND WHEN APPLICABLE, THE QUALITY LEVELS ARE BASED THE ASCE 38-02 STANDARD. \ \ QUALITY LEVEL (D) INFORMATION IS DERIVED FROM EXISTING UTILITY RECORDS OR IMON COMMUNICATIONS, LLC>= Contact Name : Engineering Group \ \ \ \ r'_ \ \ \ - - - - - - - N Z z ORAL RECOLLECTIONS. \ \ �� \ `\ \ / - - - j cv Y QUALITY LEVEL (C) INFORMATION IS OBTAINED BY SURVEYING AND PLOTTING Contact Phone: 3192007740 \ \ \ \ \ - - - - - - - - - - O XVISIBLE ABOVE -GROUND UTILITY FEATURES AND USING PROFESSIONAL JUDGMENT Contact Email: imonengineering@imon.net S��) \ �� \ \ \ \ \ \ =morass = _ a IN CORRELATING THIS INFORMATION WITH QUALITY D INFORMATION. QUALITY LEVEL (B) INFORMATION IS OBTAINED THROUGH THE APPLICATION OF MIDAMERICAN-ELEC Contact Name : LINDSAY HOUSTON \ \ La, e Sign on PCC 'Ntin? - - - U) APPROPRIATE SURFACE GEOPHYSICAL METHODS TO DETERMINE THE EXISTENCE Contact Phone: 3193414419 1"Hu�ter's Run�Park Grasss'(p) z AND APPROXIMATE HORIZONTAL POSITION OF SUBSURFACE UTILITIES. Contact Email: lindsay.houston@midamerican.com ` - f 1 W QUALITY LEVEL (A) IS HORIZONTAL AND VERTICAL POSITION OF UNDERGROUND \� - - ACC W UTILITIES OBTAINED BY ACTUAL EXPOSURE OR VERIFICATION OF PREVIOUSLY METRO FIBERNET, LLC _ PCC Z = EXPOSED SUBSURFACE UTILITIES, AS WELL AS THE TYPE, SIZE, CONDITION, Contact Name : Korie Nellis 0CP15 CC MATERIAL, AND OTHER CHARACTERISTICS. Contact Phone: 8122131050 Contact Email: 811design@metronet.com Sanitary MH / 29 - N a� o UTILITY WARNING ONEOK NORTH SYSTEM L.L.C. _ _ Rim=727.78 _ Inv.=714.34 8" VCP S - Sign -Park Info PCC / - - S N Y D E R Contact Name: SARAYA OYLER o a o THE UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND/OR RECORDS OBTAINED. THE SURVEYOR MAKES NO Contact Phone: 4054331046 Contact Email: SARAYA.OYLER@ONEOK.COMB Inv.=714.17 8" CIP? W Inv.=714.138"VCPIN - / f� PCC &ASSOCIATES GUARANTEE THAT THE UTILITIES OR SUBSURFACE FEATURES SHOWN Storm Intake 2g 0 20 N COMPRISE ALL SUCH ITEMS IN THE AREA, EITHER IN SERVICE OR ABANDONED. MEDIACOM IOWA CITY Rim=728.73 I THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UTILITIES OR Contact Name : Carl Norton F.L.=719.61 18" RCP S FEET N SUBSURFACE FEATURES SHOWN ARE IN THE EXACT LOCATION INDICATED Contact Phone: 3195946201 F.L.=719.27 18" RCP N Sign -"Speed Limit 25" P Project No: 122.1191.01 L) EXCEPT WHERE NOTED AS QUALITY LEVEL A. Contact Email: cnorton@mediacomcc.com Sheet HR100 N 2 a \ co U) o 1 \ / DEMOLITION PLAN CONSTRUCTION NOTES 1 1 1 \ \ Sanitary MH Rim=719.14 Down) i \ / ' 1. EXISTING FEATURES TO REMAIN, PROTECT THE FOLLOWING: o b (Bolted A. TREES/VEGETATION. 1 \\ 36 ' B. PAVEMENT. C. UTILITIES. co �--' / / 2. EXISTING FEATURES, OWNER TO REMOVE AND DISPOSE OF THE U) FOLLOWING: A. PLAY EQUIPMENT. B. EXISTING TREES/ VEGETATION. a- o 1 1 \ / 1B 3. CONTRACTOR TO REMOVE AND DISPOSE OF THE FOLLOWING: z o 0 '' m N o , / 1 C A. EXISTING TIMBER EDGER AND MULCH. B. EXISTING GRAVEL. w m o 1 \ / C. EXISTING BENCH. v D. EXISTING TREE. / n II z Q N / II I / 1A W i o z 5) W 0 H 0- JL 79 / 2A I a o 2B 1A I I 1A LU 0 3B ` -- II V CD En Of � ` o Q m \ � z o / \ / 3A II Y / 2 B / \ I I — (n ,� Z 3 04 Q o / 3A N N N i 3A L0 2A 719. 3A / \ 3D 1A I \ \ 1A 2A Can> / \ 3C W Z J Cn U i W c N o M 0 o / 1A \ 1A \ \ / / O Q m / \ \ J — -J LL / 1C \ 26 0 O v _ K Q ULU /P: \ O v o \ / Cf O N O M / / \ \ / > O N O 04 J a. o F.L.=716.93 24" P FES W / W a old W0 o a� Z m z / \ \ o Ii W / / \ I 1A \ \ Q cn LLI 0 \ 1A ` \ a W Z Z Y / F.L.=716.83 24" RCP 36 I c+� W > -J /U �— I N z Z 3 �� _ \ \ \ O o / \ N = Cl� a ` N Z 2B o W of W Z I N 0 / 1B CL S N Y D E R & ASSOCIATES 0 rn \ \ 0 10 N N N — Pipe is Buried \ FEET Project No: 122.1191.01 2 \\ Sheet HR101 i SITE LAYOUT PLAN CONSTRUCTION NOTES m U) o ' ' Lu N 1 \ / 1. PAVEMENTS, PROVIDE THE FOLLOWING: o z A. 6" DEPTH PCC. B. PCC EDGER, 6" WIDTH X 5" DEPTH WITH #5 REBAR, CENTERED. " }, \ / 2. PLAYGROUND, SEE SHEET HR400, OWNER TO PURCHASE AND CONTRACTOR TO INSTALL THE &j N \ / FOLLOWING: 1 1 / / A. PLAY EQUIPMENT: STRUCTURE (MANUFACTURER: GAMETIME; MODEL: VISTASTAR 2 COLOR: AS SELECTED BY OWNER). / (HYBRID); 1 \ / B. SWINGS STRUCTURE (MANUFACTURER: GAMETIME; MODEL: 2-BAY SINGLE -POST; COLOR: M 1 1 / / AS SELECTED BY OWNER). C. PLAYGROUND SURFACING TO BE ENGINEERED -WOOD FIBER MATERIAL. zz 0 �;, Cl co o 3. SITE AMENITIES. OWNER TO PROVIDE AND INSTALL THE FOLLOWING: LU m Y o 70 6'0, A. BENCH. a) a) m o 1A ' z Q CN / / I ---- � \ w L N � � 0 ° Z I � 79 I � O� \ / U H O ` o U 01 / . to /1A J N 0 O fn 2A V m LO o Q O z o'' Z� C6 W i � Z 04 N N 2C / moo, C i LO \ ' / \ \ 2C 1 I R26.6' 1B \ J 3A// 1A � Can> O \ F O w Z n a .� O J a Cn \ \ �� W N x O M v v O W W J m J /J O J V LL U K O \ \ _ Fm Lu O Q v Cn Cl) M N / \ / Cn N cli \1ACl w a a o < z ad (n S \ \ a / /' ' \ 1 \ / \ \ o O L.LJ Of z i N, Q r z I M>= Lu F W �� o N M 1A\ Y Q � N z w Of W z Z \ �U O O N EL o' ' \ \ �' \ / S N Y D E R �' ____ \ \ 1 — — — — _ _ _ / '�'o & ASSOCIATES 0 10 N N \ / \ \ FEET C, / \ Project No: 122.1191.01 \ �\ ` Sheet H R200 m v, O 1 ' SanitaryMH / \ GRADING PLAN GENERAL NOTES p CM w 1 1 Rim=719.14 / \\ (Bolted Down) / �j A. CONTRACTOR TO STRIP AND STOCKPILE TOPSOIL FROM ALL AREAS DISTURBED. o 1 \ ' B. RE -SPREAD TOPSOIL TO A 6" MINIMUM DEPTH OVER LAWN AREAS. C6 N GRADING PLAN CONSTRUCTION NOTES 0 718.24) M (718.19) 1. PROTECT EXISTING SANITARY SEWER SYSTEM. VERIFY LOCATION. Z a- oN 1 / 2. STORM SEWER SUBDRAIN, SEE DETAIL AND PROVIDE THE FOLLOWING: o doq 1 \ / 5 / A. PROVIDE 6" DUAL WALL NON -PERFORATED HDPE SUBDRAIN AT MINIMUM 0.5% SLOPE. Y o / B. PROVIDE 6" DUAL WALL PERFORATED HDPE SUBDRAIN AT MINIMUM 0.5% SLOPE. 0 m 1 \ C. SUBDRAIN OUTLET IN DRAINAGEWAY. SEE SUDAS DETAIL 4040.233. INCLUDE RODENT v _� / 718.40 GUARD. D. APPROXIMATE LOCATION OF HIGH POINT IN SUBDRAIN TO SLOPE AROUND PLAY AREA. 0 — — 3. PROVIDE FILTER SOCK WHERE SHOWN AND ADJUST AS NECESSARY DURING (D w 2 Q N CONSTRUCTION. a� z° 18.60 4. HYDRAULICALLY SEED ALL AREAS DISTURBED BY CONSTRUCTION, USING Q o 2B 0 BONDED -FIBER MAXTRIX MULCH. SEED MIX SHALL BE TYPE 1 PERMANENT LAWN. FOR w F_ o- MORE INFORMATION, REFER TO SUDAS 9010. 5. PLACE TOPSOIL OVER AREA WHERE GRAVEL IS TO BE REMOVED, PRIOR TO SEEDING. Q E v) 5 1 \ > p V >M O o cn 3 V m w Q aD / 4 � , % ;�� U v / 2D 11 — a i f- 81 2A v N N N \OJ7 V / 2B - LO ' INV.= 917.05 'v. A A ' \ / -- : \ �� FL= 716.30 ' \ 4 �\ \ X720.00 ° F.L.- 1 24" RCP FES Z I , A .' \ 1v .70 719.70 ' \ \ J a. 1 19.60' / \ _ 17� ' 2C J I 2B \ FL= 716.00 LL F_ � o Z / 719.70 \ O \ \Can> 719.60_ 1 .60 , V A 719.30 ` 719�10 � \ v v Z w _---_ �'� ° �719.50 v O 9. 0 V \ a x o O O Cn (0719.5 19.40 \ - W J J \ / a Lu 06 F�m J / \ 5 ° Q Q \ \ Z o O o V 0 719. 0 I — a O N N a 19.60 \ / a 0 z / O o z o ° O \ 77.60 F.L.=716.93 24" P FES w a e 0 19.70 1 \ / a ad 0 / \ \ z m / \ Q W W D z - 0 _ z F.L.=716.83 24" RCP \ -_ �� w >m Y \ , M H 3 _ �o o M a / \ / Cn O Y / \ \ \ \ O / N z W Z ° N N CL \ / 19.95) 20.1 S N Y D E R a , / & ASSOCIATES o rn \ \ 0 10 N N N — \ Pipe is Buried FEET Project No: 122.1191.01 a \ \ Sheet H R300 m CO C0 Q 0 w o Q Z II � _ V J Z O d 0 M N 0 N Cn W m _0 In o N CD Y U L � (6 � 0 U 0 � OD U' Q N N SENSORY WAVE SEAL LU 'V o z N O) U O Q LJ d STAR 2 (HYBRID) O U CUMBER ENTRYWAY (BARRIER) O Cll T RIVER ROCK CLIMBER 0 UO JCO N Cn Cn m�// C C6 FUN-L UP &AROUND Q 0L LO I W 0 � -0 O CUMBER ENTRYWAY (BARRIER) 5= Z N PLANK CUMBER 6" O Z TRANSFER SYSTEM w(2-BARRIER U) Y I- Z N CN Q RIE)VISTAROPE HYBRID $' ' ARCHWAY (BARRIER) STEGO CUMBER 4 N O N CLIMBER ENTRYWAY (BARRIER) rn SINGLE WILDERSUDE II RUNG ENCLOSURE $LO (BARRIER) w/ TELESCOPE ANIMAL RACE SQUARE HALF PANEL UMBRA ROOF (BELOW DECK) SQUARE UMBRA ROOF TRANSFER PLATFOR SWERVE ZIP UMBRA ROOF W/ GUARDRAIL SLIDE PLUG ACCESS (LEFT) ATTACHME EXPRESSION SW 3-1/2" TOPRAIL, 8' H 5" SINGLE POST SWING (DOUBLE BAY) ENCLOSED TOT SEAT PACKAGE 3 1/2" O.D. BELT SEAT PACKAGE 3 1/2" O.D. BELT SEAT PACKAGE 3 1/2' O.D. NOTES: 1. CONTRACTOR TO INSTALL PLAY EQUIPMENT AS PER MANUFACTURER'S REQUIREMENTS. • 2. PLAY EQUIPMENT COLOR TO BE EARTH TONES AS APPROVED BY OWNER. Coo> UJ n M% O to W W W W a U z 0 o Cn Q ItZ N x 0 J 0 (0O o — Q V o w W J m _ � F- O LUJ LL U Gam�Tim�� s City of Iowa City This play Minimum Area Required: IMPORTANT: Soft resilient surfacing should be placed in the use zones of all In r��/HSyCn O a 7t 9 0 0 1 C E RT I F I E Q Hunters Run Park Revised equipment is recommended equipment, as specified for each type of equipment, and at depths to meet the Date. Q o w ��.A. OOFtE' co1y Scale: Z Q Iowa City, IA for children ages This drawing can be critical fall heights as specified by the U.S. 01 /06/2023 W 0 150 PlayCore Drive SE Fort Payne, AL 35967 Representative 5-12 scaled only when in s y consumer Product Safety Commission, ASTM F 1487 Canadian Drawing Name: a J i 4 o a 1 CERTIFIED Cunninaham Recreation an 11" x 17" format standard and 163172-01-02 Z w www.gametime.com �l Standard CANICSA-Z-614 Q IL Z W w 1 LARGE PLAY STRUCTURE AND SWINGS Q Z T a 0 HR400 NO SCALE LU r w Z z >= PLAY EQUIPMENT AREA, N Z w WIDTH VARIES, SEE DIMENSION PLAN CLEAN O a ENGINEERED WOOD FIBER. BACKFILL PEAGRAVEL DEPTH PER MANUFACTURERS OR APPROVED NEW PCC SIDEWALK Of RECOMMENDATIONS, EQUAL. (TYP.) Z 15" DEPTH MINIMUM. U) W z - 12" DEPTH PREPARED SUBGRADE, COMPACTED IN = i 2-6" LIFTS TO 95% STANDARD PROCTOR N il� _ I' DENSITY. MINIMUM 6" DEPTH MODIFIED SUBBASE S N Y D E R UNDISTURBED I PERFORATED DUAL I- WALL HDPE &ASSOCIATE S SOIL - SUBDRAIN @ MIN. N N 0.5% SLOPE. Project No: 122.1191.01 N 2 PLAY AREA CROSS SECTION- ENGINEERED WOOD FIBER PLAY SURFACE D 2 HR400 NO SCALE Sheet HR400 a m cn C) U 2 w o N 0 II , � N cn N U5 �L 'C^ V J / co o LEGEND CONTROL POINTS / ° � �., N co IOWA REGIONAL COORDINATE SYSTEM ZONE 10 RAPIDS) EXISTING SITE SURVEY > w m m � o N o FOUND FEATURES OU (CEDAR 1 Sanitarya�' �; 0 Section Corner NAD83(2011)(EPOCH 2O10.00) IARTN DERIVED - US SURVEY FEET 88 �� o 1/2" Rebar, Cap # 11579 • NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88 - GEOID12A) Inv.-710.47 18" DIP NE / rn (Unless Otherwise Noted) ROW Marker ■ ROW Rail = IARTN DERIVED - US SURVEY FEET CP14 N=7940579.29 E=20539056.79 Z=724.31 _ Inv.=710.37 18" DIP SW - - StormTntake_ - - - _ .719 - - - 8 - - - - - ��-R+m=715.35 �y� \ ( w g Q nj cN Control Point (c)CP Y IRON ROD WITH RED CONTROL CAP (AS SHOWN ON SURVEY) �17' - = 0 V'?-RC N ---------------------------- '� L c o z Bench Mark Platted Distance P CP15 N=7940883.87 E=20538888.56 Z=718.63 Y IRON ROD WITH RED CONTROL CAP (AS SHOWN ON SURVEY) F. 7.79 24" RCP -Large PCC Segmental Rloek\IGall"„ --- �% $W \ �, �' a a Measured Bearing & Distance M Recorded As R CP16 N=7940867.96 E=20539237.03 Z=721.09 ' ,�� i 7Afo - - - i / , 1�, ` w o Deed Distance D �" IRON ROD WITH RED CONTROL CAP AS SHOWN ON SURVEY ( ) ��' � � --------------------------- Calculated Distance C' Minimum Protection Elevation MPE Centerline � - / / 1 ;�� ," """" / \ �- - - � Tiber Landscape Edgin% I I PCC I I J Q E U5 Section Line — DATE OF SURVEY - - \ ' ' , — — — — _ _ �' Swings! Gr ss Mowed Ed _ I I O _ - 1/4 Section Line - / , \�a� 1/4 1/4 Section Line / NOVEMBER 22, 2022 /torm K/IH' ,� _ , / p C Mulch -4_ 1 \_, / I loor Dr in \ I \\ j M o m No Easement Line FEATURES EXISTING Rim=716.47 - \ / \ /_ Grass F,L. 707.52 2 CP NE- / \ / / / 24' RGP_S \ Playground 1 I I I \ Sto m ynta e / 1 II I _ V o M � L o Q / ,-0L.=707. /' X \ Equipment I \ Ri 6. \ Q } O Spot Elevation X 1225.25 / \ \ / I I �7 �— I Grass \ �, �� F.L =714. 8 4 AD NE I �)2� Contour Elevation �2 �S X �"/ / / / \ / I I Mowed Edge �) = 13.516 �� 2 O Z w � Fence (Barbed, Field, Hog) X / (DCI \ � Y Fence (Chain Link) //�21 . \ Shelter�Struct ruru e o Fence (Wood) o / \ \ CC PC I '� Fence (Silt) \ 1 Grass \ N Tree Line 4 Tree Stump o \ - I , �� / \ �P22 \ / 1 I' LO Deciduous Tree \\ Shrub fl (6I\ IOWA\ I Overhang V Bench - N / _ Storm Intake I Grass / \ Rim=721.07\ I I' / i Bleachers Well=719.07\ LO Coniferous Tree rub Communication C(*) Grass — — _ I C I / \ \ Full of Dirt%PP, \\ I No Pipes Visi�le i I Overhead Communication oC(*) Fiber Optic Fo(*) I Benc Underground Electric O of * 1-800-292-8989 www.lowaonecall.com„ i o� / \ \ Overhead Electric Gas Main with Size () HPG(*) I / \ I I / \ Link Backstop I II High Pressure Gas Main with Size / Chain 1 Water Main with Size W(*) S() I I 1 Sanitary Sewer with Size UTILITY CONTACT INFORMATION `° Duct Bank DUCT(*) I- cn I Test Hole Location for SUE w/ID I I UTILITY CONTACT FOR MAPPING INFORMATION SHOWN AS RECEIVED FROM (') Denotes the survey quality service level for utilities THE IOWA ONE CALL DESIGN REQUEST SYSTEM, TICKET NUMBER 552207967. LO I \ \ Bench Sanitary Manhole / o Grass MIDAMERICAN-GAS I I Chain Link Backstop I Storm Sewer with Size ST(*) Storm Manhole 0 Contact Name: Carson Hemphill Contact Phone: 3193414461 o I / \ I I Can> W Single Storm Sewer Intake 0 Double Storm Sewer Intake m Contact Email: crhemphill@midamerican.com / I I Grass \ I \ I I \ \ Z Fire Hydrant CENTURYLINK I I I \ I I Fire Hydrant on Building �s Contact Name: SADIE HULL I I Grass \ Water Main Valve Contact Phone: 9185470147 Contact Email: sadie.hull@lumen.com \ Water Service Valve ® o \ I I Well ® Utility Pole IOWA CITY, CITY OF ) I / / I I \ \ I \ I \ I O W Z Guy Anchor T Utility Pole Light o-< Contact Name: Jeff Salm Contact Phone: 3193565163 o I \ I \ Movd Edge W with Contact Email: jeff-salm@iowa-city.org I I Cn X Pole with Transformer Street Light ❑ �: / / I \ i \ \ 1 \ a Yard Light IMON COMMUNICATIONS, LLC / I \ \ \ o I \ \ I v Electric Box Ee Contact Name : Engineering Group Contact Phone: 3192007740 I \ \ Z o Electric Transformer ❑E Contact Email: imonengineering@imon.net / \ Storm Intake m Traffic Sign I \ \ \ Rini-719.43 f Communication Pedestal © MIDAMERICAN 1 F.L�=715.13 6" VCP S I O V U_ = Communication Manhole © Communication Handhole © -ELEC Contact Name: LINDSAY HOUSTON \ \ \ I F.L. 715.03 6 VCP N Q Fiber Optic Manhole Contact Phone: 3193414419 \ \ F.L.�714.90 10 VCP? W I / " %� O Q Fiber Optic Handhole Fo Contact Email: lindsay.houston@midamerican.com o \ \ / \ I. W 00 Gas Valve oca \ / \ I I 1 Gas Manhole © MEDIACOM IOWA CITY \ o Gas Apparatus © • Contact Name : Carl NortonCq Contact Phone: 3195946201 \ I ICn I'O N N Fence Post or Guard Post Underground Storage Tank Contact Email: cnorton@mediacomcc.com \ Gras �I S D) / QOct Above Ground Storage Tank asr / II \ // Glass a D Sign 0 o ST(N 0)W 4 Satellite Dish Mailbox « / / ^ \ 30116 Z Sprinkler Head + NOTES / 1 D� Irrigation Control Valve oaicv o I I _ _ ma's ��s�� O J w 1. BUILDING LINES AND CORNERS ARE FOR USE IN PREPARING CIVIL SITE D ST`) \ I I \ I I J Q QUALITY SERVICE LEVELS PLAN DOCUMENTS. BUILDING CORNERS AND BUILDING LINES SHOULD BE SPECIFICALLY VERIFIED, AS NECESSARY, PRIOR TO DESIGN FOR / _ ;' \ \ / I O W oUTILITY CONSTRUCTION OF ANY PROPOSED EXPANSION OR CONNECTION OF \ / I Storm MH J / ST(D) Rim-719.�5 \ I o } n QUALITY LEVELS OF UTILITIES ARE SHOWN IN THE PARENTHESES WITH THE UTILITY BUILDING COMPONENTS. — �� I Well-716.30 / \ I - , Full oT 0ebris, a a_ = TYPE AND WHEN APPLICABLE, SIZE. THE QUALITY LEVELS ARE BASED ON THE Cl / ASCE 38-02 STANDARD. 2. FOR CLARITY PURPOSES, SURVEY SPOT ELEVATIONS ARE NOT SHOWN Storm MH No Pipes Visible w Z QUALITY LEVEL (D) INFORMATION IS DERIVED FROM EXISTING UTILITY RECORDS OR ON THIS SURVEY, BUT ARE CONTAINED WITHIN THE DIGITAL CADD FILES. Sanitary MH Rim=714.11 F.L.=709.81 8" VCP? E N Y ORAL RECOLLECTIONS. QUALITY LEVEL (C) INFORMATION IS OBTAINED BY SURVEYING AND PLOTTING 3. FOR THE PURPOSE OF THIS SURVEY, STORM SEWER, SANITARY SEWER Rim=713.52 Inv.=706.52 24" VCP NE F.L.=709.81 12" RCP W 0 w VISIBLE ABOVE -GROUND UTILITY FEATURES AND USING PROFESSIONAL JUDGMENT AND WATER MAIN LINES ARE ASSUMED TO FOLLOW A STRAIGHT LINE FROM STRUCTURE TO STRUCTURE. Inv.=706.44 24" CMP S N Z Q IN CORRELATING THIS INFORMATION WITH co QUALITY D INFORMATION. QUALITY LEVELS INFORMATION IS OBTAINED THROUGH THE APPLICATION OF 4. UTILITY SERVICE LINES TO BUILDINGS ARE APPROXIMATE ONLY. AN w APPROPRIATE SURFACE GEOPHYSICAL METHODS TO DETERMINE THE EXISTENCE INTERNAL BUILDING INVESTIGATION, EXCAVATION AND/OR SUBSURFACE o AND APPROXIMATE HORIZONTAL POSITION OF SUBSURFACE UTILITIES. LOCATING/DESIGNATING WOULD NEED TO BE PERFORMED TO o QUALITY LEVEL (A) IS HORIZONTAL AND VERTICAL POSITION OF UNDERGROUND DETERMINE THE LOCATION OF SERVICES ENTERING THE BUILDING. } UTILITIES OBTAINED BY ACTUAL EXPOSURE OR VERIFICATION OF PREVIOUSLY Q EXPOSED SUBSURFACE UTILITIES, AS WELL AS THE TYPE, SIZE, CONDITION, 5. UNDERGROUND PIPE MATERIALS AND SIZES ARE BASED UPON VISIBLE MATERIAL, AND OTHER CHARACTERISTICS. EVIDENCE VIEWED FROM ACCESS MANHOLES/STRUCTURES. DUE TO THE CONFIGURATION AND/OR CONSTRUCTION OF THE STRUCTURE, IT 17 N UTILITY WARNING MAY BE DIFFICULT TO ACCURATELY DETERMINE THE PIPE MATERIAL a� AND/OR SIZE. THE SURVEYOR WILL USE THEIR JUDGMENT AND EXPERIENCE TO ATTEMPT TO DETERMINE, BUT COMPLETE ACCURACY S N Y D E R THE UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY CANNOT BE GUARANTEED. &ASSOCIATE S 0 INFORMATION AND/OR RECORDS OBTAINED. THE SURVEYOR MAKES NO 0 20 GUARANTEE THAT THE UTILITIES OR SUBSURFACE FEATURES SHOWN 6. BOUNDARY LINES SHOWN ON THE EXISTING SITE SURVEY ARE TO N COMPRISE ALL SUCH ITEMS IN THE AREA, EITHER IN SERVICE OR ABANDONED. FACILITATE DESIGN OR CONCEPT NEEDS AND ENABLE CREATION OF FEET THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UTILITIES OR SAID CONSTRUCTION DOCUMENTS. THESE LINES DO NOT CONSTITUTE A SUBSURFACE FEATURES SHOWN ARE IN THE EXACT LOCATION INDICATED CERTIFIED BOUNDARY SURVEY AND MISSING MONUMENTS WILL NOT BE Project No: 122.1191.01 EXCEPT WHERE NOTED AS QUALITY LEVEL A. SET. OCP20 Sheet HAH 100 2 m cn U C) UJ DEMOLITION PLAN CONSTRUCTION NOTES I .V6 _ — / — I �'� 1. EXISTING FEATURES TO REMAIN, PROTECT THE FOLLOWING: o z A. TREES/VEGETATION. B. PAVEMENT. ai }, N / I I I I I 12. C. STRUCTURE/FEATURE. EXISTING FEATURES, CONTRACTOR TO REMOVE AND DISPOSE OF C6 N THE FOLLOWING: A. CURB. SEE SHEET HAH2O0. N / -- — — — — --poi_— \ \ 1 B 1'\1' \ I I I \ \ \ B. PLAY EQUIPMENT, STRUCTURES AND FOOTINGS. C. PAVEMENT. SAW -CUT TO FULL DEPTH. z c_n > 0 T m 0 co o 4 � \ 3. OVER -EXCAVATE SOIL TO 5-INCH DEPTH AND PREP FOR BASEBALL INFIELD INSTALLATION. EDGE TO BE 5" VERTICAL -CUT. Y � c> o o IFoor \ ICN 4. SITE AMENITIES: PROVIDE THE FOLLOWING: A. RELOCATE BLEACHERS TO LOCATION ON SHEET HAH2O0. \ \ Drain 1 I I \ 5. B. RELOCATE BENCH TO LOCATION ON SHEET HAH2O0. CONTRACTOR TO BACKFILL ALL HOLES ONCE PLAY EQUIPMENT AND z w a) Q E C0 o z \ 1C \ 2B FOOTINGS HAVE BEEN REMOVED IN PLAY AREA. o Q E StormVIntke I I I ��-__ v - \ \\ I F.L =716. 8 4" ADS N I \ \ \ \ I WeII=71 .!�6 I' I \ \ \ o I I I I I\ \ \ \ \ ca \ \ 2C I 1 B I I I I I \ \ \ �� _ o m M o to (B \ \ I I \ \ \ of Ln Lu Q � }_0>. \ 2C I I I \ \ a cn to \ 2A I z LU / - N Q N 1B -------------I' \ 1 1 \ \ OCP \ cm LO Storm ntake Rim=7?1.07 / I \ \ \I ( 1: I 4A WeII=T.07 Full of Dirt, No Pipe�I isible Q \ Go I 4B I N=7940 .43 I I I I I 1 A / \ \ /I E=205394,61. I kI=7940826.37 I I I 1 I L=20539 74.46 \ Can> 6$1 \LU I Q .. N a O Q J = Z J O a / I I �� N=7940803.54 / E=20539100.19 I \ \ \ \ \ I I 1 I 0 W V O Q I \ I I \0000 \ \ \ I 0 0 C'4 CJ o co I 1 \ \ I I \ \ \ Z / I Za. Oct z o / LU 0 I I I \ I I \ II o Iold � ' I I 3 \ \ \ \ \ I I O J DC J ° a IL / I I I► Q O W I II a 0 > I \ M a >= � w / / \ I o \ �I N a Z I \ I N=7940760.09 E=20539190.22 \ I \ \ I O Q I N o \ \ \ o \ IN o EL ,I 17 \ I , \ I EL o I \ I \ \ o 11 \ Storm Intake \ I S N Y D E R a a I \ I \ Rim=719.43 I\ I F.L.=715.13 6 VCP S I I & ASSOCIATES N N F.L.=715.03 6" VCP N 0 10 F.L.=714.90 10" VCP? W I FEET Project No: 122.1191.01 Sheet HAH101 m U) C) w — — �', SITE LAYOUT PLAN CONSTRUCTION NOTES I — — / v 1. OWNER TO PROVIDE AND INSTALL PLAY EQUIPMENT AND PLAY AREA SURFACING FOR AREA ii z SHOWN. CONTRACTOR TO COORDINATE WITH OWNER FOR CONSTRUCTION AND }, ELEVATIONS IN PLAY AREA._ ai u) - col / , 2 B S� I, I 1A I I I 2. PAVEMENTS, PROVIDE THE FOLLOWING: A. 6" DEPTH PCC. ~ / I B. PCC EDGER, 6" WIDTH X 5" DEPTH WITH #5 REBAR, CENTERED. / / O�� \ -- — — —— J I \ \ I 3. PROVIDE BASEBALL INFIELD MATERIAL AT 5" DEPTH. MATERIAL TO BE AS PROVIDED BY FLEX -A -CLAY® AND APPROVED BY OWNER. Z 0 �, oN co oN 5�01\ —f—r I \� _ 4. SITE AMENITIES. PROVIDE THE FOLLOWING: w LU A. RELOCATED BLEACHER. a) o 5. B. RELOCATED BENCH, AS APPROVED BY OWNER. CONTRACTOR TO INSTALL HOME PLATE, AS PER MANUFACTURER'S RECOMMENDATION. � o — / Floor Drain 1 \ \ I \ OWNER TO PROVIDE HOME PLATE. � z w E N o oRD \\ \ I II 4-71 I 0) o Y % \ Storm\Int ke I I I I I I \ \ \ \\ \ w L) 0- \ \ / I F.L.=71 8 4" ADS N Well=71 I \ \ a .51'6 I \ \ \ 0 / \ 2 B I I I \ \ \ NI En O LO o I I I \ \ \ \\ Q w Q m } O \ / \ `a — — I I I I I \ \ \ O u) a) z \ \ I \ \ \ C; Y Q O N N i \ \ 1 (DCP I rn ' Storm\lntake I I I 2A / / 4A 1 Rim=7�1.07 \ Well=7' 9.07 a I \ 4B I \ Full of D'rt, I No Pipe�I isible o I \ 1 C/) / 2A v 1 5 I I I I o I � F Can> ' z J-. F— Cn z / I I I 1 `` \ LLI N `` \ i \ I I I a Q J I I , - , = I I I Z J = / \ O w F- V Cl) 00 o04 ce)o 04 I I \ \ I \ \ N Q / I �\ \ I I Z a Oct o / I I \` \ `` I I I I LU a. } I / I I I I `�\ \ \ \ 3 \ ` `�� 1 \ \ \ II I II I li O Cd Q a..� \ \ J J II I \ �� J O W a a. \ a in W I / \ \ \ ` "r ` ` �' \ I II � I r M \ \ I \ \ I N a Z \ II o a / I N = Cn \ \ I I o-J I \ \ I 0 a \ \ I / CL 1 \ 1 \ \ I \ Storm Intake \ I I, S N Y D E R a \ I \ \ I \ Rim=719.43 \ F.L.=715.13 6" VCP S I� 1 & ASSOCIATES N N \ F.L.=715.03 6" VCP N F.L.=714.90 10" VCP? W I I 0 10 \ I! FEET Project No: 122.1191.01 a Sheet HAH2O0 > GRADING PLAN GENERAL NOTES co6?cco _ �16- A. CONTRACTOR TO STRIP AND STOCKPILE TOPSOIL FROM ALL AREAS I DISTURBED. B. RESPREAD TOPSOIL TO A 6" MINIMUM DEPTH OVER LAWN AREAS. }, "" / - V I C. PROVIDE EROSION CONTROL AROUND ON SITE AS NECESSARY TO CONTROL ai N -------- --------------- - ""-""" �1 / - - - , i I I SITE EROSION, USING FILTER SOCK. D. HYDRAULICALLY SEED ALL AREAS DISTURBED BY CONSTRUCTION, USING BONDED -FIBER MAXTRIX MULCH. SEED MIX SHALL BE TYPE 1 PERMANENT ~ U) / LAWN. FOR MORE INFORMATION, REFER TO SUDAS 9010. / 1�0 \ I I _ _ _ _ _ _ / x� 716 \ �.�� I —I I — \ I I I \ \ \ GRADING PLAN CONSTRUCTION NOTES O Ln coo o N _ _ Y 1. CONTRACTOR TO OVER -EXCAVATE PLAY AREA BELOW SIDEWALK AT 15" DEPTH v o o T \ IN CENTER TO 18" DEPTH AT PERIMETER, IN COORDINATION WITH OWNER. NO SUBDRAIN TO BE INSTALLED. ti • \ / IFoor Drain 1 \ I \ 2. HYDRAULICALLY SEED ALL AREAS DISTURBED BY CONSTRUCTION, USING BONDED -FIBER MATRIX MULCH. SEED MIX SHALL BE TYPE 1 PERMANENT LAWN. FOR MORE INFORMATION, REFER TO SUDAS 9010. z w `6 N 0 z \ XA �,��.� N I R D I , 1 x 11 I a w a, o \ \ I I Storm \Int ke I I I \ \ \ I F.L.=711_. 8 4" ADS N Well=7156 Q O \ \ I I I \ \ \ O c� to c ' r '" o / / 1 N� ,x�� I I � I I I v v v v v ., v — m CD En C NO 716� XI NI I alo z 0 Lu r 1 \ U) Z o N � 1 \ 1 1^O 717 --- \ 1 I \ \ \ o c/ / \ \ -------------! \ v I 1 1 1 OCP \ 1 (0/ rn L0 / I O i 1 1 \ I \ Storm \Intake _ � � 1 Rim=7�1.07 Well=T.07 Full of Dirt, I \ 1 I No Pipes Visible o J \ �� N N CIO N v 1 I Z — \ / i N II \ I I 1 1 Can> LU I cn W LLI06 LL C) \ I OD N F O z / o I I I \ / I \`\ `�� `J \ a ° II \ \CL I L ca `\ �` J EL I I o v� J w _ IL Q / I \ ;� I ,LU I ► I I Q a z ' M a U a 3cna IINI I 0 EL I \ \ \ \ I I 1 17 V I EL o \ 1 \ 1 \ Storm Intake \ I S N Y D E R a a 1 \ I \ Rim=719.43 I\ I F.L.=715.13 6" VCP S I I & ASSOCIATES N N F.L.=715.03 6" VCP N 0 10 F.L.=714.90 10" VCP? W FEET Project No: 122.1191.01 L N Sheet HAH300 m U) 0 w Q o N 0 II , � N cn N U5 �L 'C_ V J NOTES o � M N LEGEND co co O FEATURES FOUND 1. BUILDING LINES AND CORNERS ARE FOR USE IN PREPARING CIVIL SITE PLAN DOCUMENTS. BUILDING CORNERS AND BUILDING LINES SHOULD EXISTING SITE SURVEY > N Section Corner 1/2" Rebar, Cap # 11579 ■ BE SPECIFICALLY VERIFIED, AS NECESSARY, PRIOR TO DESIGN FOR (Unless Otherwise Noted) CONSTRUCTION OF ANY PROPOSED EXPANSION OR CONNECTION OF ROW Marker ■ BUILDING COMPONENTS. ROW Rail = Control Point 2. FOR CLARITY PURPOSES, SURVEY SPOT ELEVATIONS ARE NOT SHOWN Z w a) E o z ��i' Bench Mark ON THIS SURVEY, BUT ARE CONTAINED WITHIN THE DIGITAL CADD FILES. c Y Platted Distance P 3. FOR THE PURPOSE OF THIS SURVEY, STORM SEWER, SANITARY SEWER w Measured Bearing &Distance M Recorded As R AND WATER MAIN LINES ARE ASSUMED TO FOLLOW A STRAIGHT LINE Deed Distance D FROM STRUCTURE TO STRUCTURE. Calculated Distance C Minimum Protection Elevation MPE 4. UTILITY SERVICE LINES TO BUILDINGS ARE APPROXIMATE ONLY. AN o \ \ Q Centerline INTERNAL BUILDING INVESTIGATION, EXCAVATION AND/OR SUBSURFACE F(e� �, O vi Section Line — LOCATING/DESIGNATING WOULD NEED TO BE PERFORMED TO DETERMINE THE LOCATION OF SERVICES ENTERING THE BUILDING. — 0 \ -� � 1/4 Section Line — \ \ \ \ 1 /4 1 /4 Section Line - - - Easement Line 5. UNDERGROUND PIPE MATERIALS AND SIZES ARE BASED UPON VISIBLE \ w(� \ \ \ �� '° \ \ \ \ �\ �� \ \ \ > o J N 0 m o cn EVIDENCE VIEWED FROM ACCESS MANHOLES/STRUCTURES. DUE TO \ \ �, \ \ �� \ \ � V L wp FEATURES EXISTING THE CONFIGURATION AND/OR CONSTRUCTION OF THE STRUCTURE, IT MAY BE DIFFICULT TO ACCURATELY DETERMINE THE PIPE MATERIAL \ F \ \ 1 �� \ \ \ \ \ \ \ \ �� Q Q O z � Grass \ \ \ Spot Elevation X 1225.25 �225 AND/OR SIZE. THE SURVEYOR WILL USE THEIR JUDGMENT AND EXPERIENCE TO ATTEMPT TO DETERMINE, BUT COMPLETE ACCURACY \ \\ \ \ \ \ \ \ \ w(6� \ \ \ ��` \ U) Contour Elevation o \ \ \ \ \ \o \ A��,� O w Fence (Barbed, Field, Hog) X CANNOT BE GUARANTEED. \ \ \ \ , \ 6 \ \ \ � Y Z N z Fence (Chain Link) // Fence (Wood) 0 6. BOUNDARY LINES SHOWN ON THE EXISTING SITE SURVEY ARE TO \ \ \ \ ; \ \ \ \ \ \ \�> Yard�H dran\ \ i Parking Blocks Along Edge y� — N N o Fence (Silt) FACILITATE DESIGN OR CONCEPT NEEDS AND ENABLE CREATION OF SAID CONSTRUCTION DOCUMENTS. THESE LINES DO NOT CONSTITUTE A \ \ � �' A v Gras,> � � �� '� ACC v \ 68 \ � 4 Tree Line Tree Stump CERTIFIED BOUNDARY SURVEY AND MISSING MONUMENTS WILL NOT BE \ \ \ F�� v �P� �.01) SET. v>�� — I \ v v �� Deciduous Tree \\ Shrub 0 _ _ — � — — \ \ 770 � � N)'o\wed Edge LO Coniferous Tree \\ Shrub � � � � v Parking Blocks Along Edge � v � .�� W %tipCONTROL Communication C(*) POINTS � v � � � , / — �� Gvrak� v � v � v � ° ACC — — — \ — — v v �'� Overhead Communication oC(*) IOWA REGIONAL COORDINATE SYSTEM ZONE 10 (CEDAR RAPIDS) * Fiber Optic EoO 1 EPOCH 2O10.00 IARTN DERIVED - US SURVEY FEET NAD83( 201)( ) — — \ \� \ D Underground Electric E(*)() - NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88 GEOID12A) Sign-ADA Reserved Parking o �� \ \ \ \ \ \ \ >> r\ Q J \ \ \ \ \ �tofie Overhead Electric CE * C(*) IARTN DERIVED - US SURVEY FEET s 8 Wall Bench on PCC Pad Gas Main with Size HPG(*) ACC \ \ \ \ \ W High Pressure Gas Main with Size Water Main with Size S(*) Sanitary Sewer with Size CP23 N=7941387.95 E=20541295.06 Z=774.54 MAG NAIL IN ACC DRIVE (AS SHOWN ON SURVEY) \ �- PCC �_ — \ \ \ \ M500 \ \ ' \ Sign -Trail a I \ \ '\ >> g p 4 �. * Duct Bank DUCT(*) CP24 N=7941116.60 E=20541533.49 Z=759.80 With PCC Footing — g 1 \ \ \ Test Hole Location for SUE w/ID Y IRON ROD WITH RED CONTROL CAP (AS SHOWN ON SURVEY) \ \ \ \ \ \ \ (') Denotes the survey quality service level for utilities CP25 N=7941413.08 E=20541569.44 Z=765.85 AGE 2 _ \ \ \ Y2" IRON ROD WITH RED CONTROL CAP (AS SHOWN ON SURVEY) — — Sign- ark Ries \ \ \ \ \ -----_>> — Sanitary Manhole 0 \ Grass \ \ \ \ o \ — — �1 8" Stone 1=arydsca gfng � S\ � � \ \ \ \ \ \ �` � Storm Sewer with Size ST(*) Storm Manhole 0 DATE OF SURVEY�a \ \ \ /_ _ _ —Grass — \ GT:>j¢ \°� \ \ \ \ \ \ \ \ — \ \ \ \ \ \ \ \ Cn Can> Single Storm Sewer Intake 0 Double Storm Sewer Intake m NOVEMBER 22, 2022 \ e \ \ '>> \ \ \ \ 3, CC _ PCe \ \ \ Grass \ \ \ \ ', X W \ \ \ \ \ \ Z Fire Hydrant Fire Hydrant on Building �s \ \ \ \ \ \ APPROXI(��'�1ATE MAP L CATI OF \ — �� \ 1 \ \ SANITARVISYSTEM (C TRA TO TO VERIFY) �, � \ \ j 61CT ` W - X Water Main Valve Water Service Valve \ / Restrooms — ' — \ Grass Well ® — � � \ \ 1 \ \ 1 \ \ \ ras\s \ O Q ♦^ J Utility Pole \ Guy Anchor T ) >>0 \ 1 PCC / \ „\ \ \ \ \ rn� 8 Sione La dscap\e Ed \ \ \ \ \ \� a v W m Utility Pole with Light o-< Utility Pole with Transformer \ \ \ \ \ \ \ = Street Light ❑ o: \ >s9� \ \ \1 \ / \ \ \ \ \ 1.` J QYard Light Electric Box Ee — — — Grass \ Q Electric Transformer ❑E Traffic Sign — 768 \ — Shelter Ov6rhan'J Communication Pedestal © — — — — Bench on PCC Pa o ,Grill Vyit�i PC CFooting \ \ O A)o N Communication Manhole \ \ O > Communication Handhole ©FM Fiber Optic Manhole — —\ \ Grass \I C) > Fiber Optic Handhole Fo p — \ \ \ \ \ \ 7>3 \ \ \ u LU Gas Valve oCa Gas Manhole © \\ \ \IOWA \ \ >>2 XCl) > Gas Apparatus © Fence Post Guard Post • \ \ O Z w or Underground Storage Tank u 0 O �� \ \ \ \ \ \ >>i\ o� Memorial Boulder \ \ Z r Oct Y Above Ground Storage Tank asr \ ) \ \ \� \\� ,0� o_ = Sign Satellite Dish 4 Mailbox 0 1-800-292-8989 \� Grass 6 �\ 9, W co Of o Sprinkler Head + www.lowaonecall.com -\ 8, 0 Irrigation Control Valve X1CV \ � � s� \� Z w Z UJ UTILITY QUALITY SERVICE LEVELS UTILITY CONTACT INFORMATION \� \ \ \ 6 \ �,ss s \ W W o Q QUALITY LEVELS OF UTILITIES ARE SHOWN IN THE PARENTHESES WITH THE UTILITY UTILITY CONTACT FOR MAPPING INFORMATION SHOWN AS RECEIVED FROM>s4 THE IOWA ONE CALL DESIGN REQUEST SYSTEM, TICKET NUMBER 552207966. \ J Q r w TYPE AND WHEN APPLICABLE, SIZE. THE QUALITY LEVELS ARE BASED ON THE Cl / ASCE 38-02 STANDARD. >= z z 2 QUALITY LEVEL (D) INFORMATION IS DERIVED FROM EXISTING UTILITY RECORDS OR ORAL RECOLLECTIONS. MIDAMERICAN-GAS N J QUALITY LEVEL (C) INFORMATION IS OBTAINED BY SURVEYING AND PLOTTING Contact Name: Carson Hemphill O 0 a VISIBLE ABOVE -GROUND UTILITY FEATURES AND USING PROFESSIONAL JUDGMENT Contact Phone: 3193414461 IN CORRELATING THIS INFORMATION WITH Contact Email: crhemphill@midamerican.com o QUALITY D INFORMATION. Y QUALITY LEVELS INFORMATION IS OBTAINED THROUGH THE APPLICATION OF IOWA CITY, CITY OF a APPROPRIATE SURFACE GEOPHYSICAL METHODS TO DETERMINE THE EXISTENCE Contact Name: Jeff Salm J AND APPROXIMATE HORIZONTAL POSITION OF SUBSURFACE UTILITIES. Contact Phone: 3193565163 } QUALITY LEVEL (A) IS HORIZONTAL AND VERTICAL POSITION OF UNDERGROUND Contact Email: jeff-salm@iowa-city.org o UTILITIES OBTAINED BY ACTUAL EXPOSURE OR VERIFICATION OF PREVIOUSLY 0 EXPOSED SUBSURFACE UTILITIES, AS WELL AS THE TYPE, SIZE, CONDITION, MIDAMERICAN-ELEC _ MATERIAL, AND OTHER CHARACTERISTICS. Contact Name: LINDSAY HOUSTON 17 Contact Phone: 3193414419 N_ " UTILITY WARNING Contact Email: lindsay.houston@midamerican.com al o MEDIACOM IOWA CITY S N Y D E R THE UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY Contact Name : Carl Norton 0 20 &ASSOCIATE S o INFORMATION AND/OR RECORDS OBTAINED. THE SURVEYOR MAKES NO Contact Phone: 3195946201 GUARANTEE THAT THE UTILITIES OR SUBSURFACE FEATURES SHOWN Contact Email: cnorton@mediacomcc.com FEET N COMPRISE ALL SUCH ITEMS IN THE AREA, EITHER IN SERVICE OR ABANDONED. N THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UTILITIES OR N SUBSURFACE FEATURES SHOWN ARE IN THE EXACT LOCATION INDICATED Project No: 122.1191.01 EXCEPT WHERE NOTED AS QUALITY LEVEL A. Sheet H I H 100 2 OCP24 m U) cn � �; \ �� \ \ \ ° DEMOLITION PLAN CONSTRUCTION NOTES O _ Lu \ \ \ \ \ \ >�o o o \ \ \ \ \ \ 1. EXISTING FEATURES TO REMAIN, PROTECT THE FOLLOWING: \ \ \ \ \ \ \ \ \ \ A. TREES/VEGETATION. B. PAVEMENT. C. STRUCTURE/FEATURE. U) \ \ \ \ 2. EXISTING FEATURES, CONTRACTOR TO REMOVE AND DISPOSE OF THE FOLLOWING: \ \ A. PAVEMENT. Z 0 0 I \ \ \ \ \ \ \ \ \ \ 6Q B. BUILDING AND FOOTINGS. p N CO \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ C. LANDSCAPE BED AND EDGING. W m N \ \ \ \ \ \ \ ` \ ° \ \ 3. SALVAGE EXISTING FEATURES AND REINSTALL AT LOCATIONS o 0 \ \ \ \ \ SHOWN ON SHEET HIH2O0. A. GRILL. o 2 \ \ j \ B. TRAIL SIGN. �6v \ v rn N 4. EXISTING WATER SERVICE, PROVIDE THE FOLLOWING: z Q jsj \ \ \ \ A. DISCONNECT THE EXISTING SERVICE LINE APPROXIMATE 5' FROM HYDRANT AND ABANDON AS PER CITY REQUIREMENTS. w z° \ \ �. Y F \ \ \ \ \ \ \ \ \ �)6, \� \ \ \ \ \ \ 5. EXISTING ELECTRIC LINE, PROVIDE THE FOLLOWING: w U \ \ \ \ \ \ \ \ 8 \ \ \ \ \ A. DISCONNECT THE ELECTRIC SERVICE LINE TO THE EXISTING \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ �P\ \ SHELTER BUILDING. REMOVE LINE AS NECESSARY FOR CONSTRUCTION. \ \ \ \ \ \ a E js9\ \ \ \ \ \ \ 6. EXISTING SANITARY SEWER SERVICE. INVESTIGATE SERVICE 0_ - - \ \ \ \ \ LOCATION AND DISCONNECT IN COORDINATION WITH OWNER. EXISTING LOCATION SHOWN IS FROM AVAILABLE MAPPING. EXISTING 7l6- - - - \ 5A \ \ \ \ \ \ \ ., 77p \ \ \ \ \ \ \ \ \ \ \ \' . SEPTIC IS TO BE PROTECTED FOR REUSE. > J N \ \ \ \ \ \ \ \ \ \ \ \ \ \ V 00 Lo LO w Q O \ \ roJ \ \ \ \ \ \ \ \ \ \ fA Z \ Y ?� � Q / 5A ---- \ ` \ \ \ \ \ \ \ o 04 1B \ \ \ \ \ L0 �- � \ \\ \ \ \ \ \ \ \ I J O \ \ \ \ a 1B \ \ \ \ O\ ---_ 1C \ Lu w _ \ 1C -\\ �\ 4q \\ \ 0 o \\ \\ \ 6 \ \ \ \ \ \ \ \ N \\ 1A \ \ \ \ X \ \ Cn a. 1A \ ` \ \ \ \ LLI w \ \ \S� \ \ \ \ \ \ \ \ a, J �mmm LL 0 \ \,\ `>> \\\ \ \ \ _ Q Q \\ 2A i �\ \ \ \ \ \ \ \ \ \ 0 \\ \ \ \ \ \ \ s \ \ \ \ O o M \\ I \ O Oo N \ 1 \ Q\ EL O \ \ 2B \ \ \ \ \ J \ 2 o \ \ \ �� \ \ \ \ \ \ --- I l 2 C \ \ \ \ 0� \ \ \ \ \ � Oct J \ \\\ \ \ \ \ \ \\ \ \ I \ \ \ \ \ \ \ Ill Lu o \\ js \ \\ \\ \ 2A \ \ \ \ \ \ \ ad w Lu \ -\ \ \ 0 Q \\ \\ \ \ w z \ \ \ \ -, 3A \\ \ �\ \>= \ \ a \ \ \ \ \ o �_ \\ \\ — \\ \\ `\ N a cn Lu - J \ \ \ \ \ \ \ \ \ \ \ o17 \ EL \ S N Y D E R \ \ \ \ \ \ \ & ASSOCIATES O 0 10 Cq N �1 �\ \ 1 \ \ \ \ \ \ \ o\ \ \ \ \ \ \ \ FEET Project No: 122.1191.01 \ \ Sheet HIH101 \ m (n 0 \ �� \ \ \ ° SITE LAYOUT PLAN CONSTRUCTION NOTES o _ Q \ \ >o ` \ \ \ \ \ \ 1. PAVEMENTS, PROVIDE THE FOLLOWING: A. 6" DEPTH PCC. j \ \ \ \ \ \ \ \ \ \ \ B. 5" DEPTH PCC. v) N \\ \ \ \ \ \ \ \ \ \ \ 2. ARCHITECTURAL STRUCTURES, PROVIDE THE FOLLOWING: U) \ \ \ \ \ \ \ A. RESTROOM, SEE DETAILS. B. SHELTER, SEE DETAILS. 3. SITE FEATURES, PROVIDE THE FOLLOWING: Z O 0 O A. OWNER WILL PROVIDE AND INSTALL GRILL. B. RELOCATE TRAIL SIGN TO LOCATION SHOWN. w T m CO q o \ m w(g� \ \ \ \ \ \ \ \ ` \ \ \ ` ` \ \ \ \ \ ° , ` \ \ \ 4. WATER SERVICE, PROVIDE THE FOLLOWING: U o 0 \ \ \ \ o \ \ \ \ \ \ A. CONNECT TO WATER MAIN WITH TAPPING VALVE AND SLEEVE. rn B. PROVIDE NEW 2" POLYETHENE PIPE, CLASS 200, WATER SERVICE FROM CURB STOP TO NEW RESTROOM BUILDING. INSTALL TRACING WIRE. N \ \ C. PROVIDE CURB STOP, AS PER CITY REQUIREMENTS. w Q CN \ \ \ \ \ ��B \ \ \ \ \ ` \ \ \ �6� \ \ \ \ \ D. PROVIDE DRAINAGE CURB STOP FOR WINTERIZATION DRAIN DOWN PIPING, AS PER CITY REQUIREMENTS. LOCATE OUTSIDE OF RESTROOM � aa) o ° Y \ rn \ \ �' BUILDING, AS DIRECTED BY OWNER. Q 0 \ \ \ \ \ \ \ \ \ \ , F \ \ \ \ \ \ 5. ELECTRICAL SERVICE, PROVIDE THE FOLLOWING: w \ \ \ \ \ \ \ OCP\ \ . A. COORDINATE WITH UTILITY OWNER FOR ELECTRICAL SERVICE. CONNECT TO EXISTING METER. Q \ v) v v ` v ` v �9v A ` v ` ��, B. INSTALL 2" CONDUIT AND ELECTRICAL SERVICE LINE FROM EXISTING E o \ \ v 4A \ \ v ` v v \ \ v v'�. ' METER TO RESTROOM BUILDING. vi \ 116- — — — — v \ \ v v \ \ \ v v v ` \ \ . \ v v '� C. INSTALL 2" CONDUIT AND ELCTRICAL SERVICE FROM RESTROOM TO SHELTER FOR OUTLETS. 0 \ v \ \ \ > 0 i M o \ 770' \ \ \ \ \ \ 6. SANITARY SEWER SERVICE, PROVIDE THE FOLLOWING: ~ m N Lo `O A. NEW 6" PVC SERVICE LINE LINE RESTROOM BUILDING. VERIFY FLOW w 3 v v v >> 4C \ v v v v LINES. v B. CLEANOUT. �'� Q 0� 70 O 1A v v ��gJ v v v v v v v v \ v v v ` v v v v \ v v v \ v v v C. EXISTING SEPTIC TANK. D. EXISTING LEACH FIELD. 5 w \ v v E. DOUBLE CLEANOUT. Z 3 N N O \ \ \ \ \ \ \ \ a. \ L0 5A O \ �J \\ \\ \—\ \ \ \\ \ \ \ \ 3B ��J \\ \ \ \\ \\ o s INV= 770.50 \ \ \ \ \ \ \ 1A s 6E \ \ \ \ \ \ \ o \ \ \ \ \ \ \ \ \ \ Lu —_—____ \\ \ ,2S'c� \\ \ INV=7�68.32 \ \\ \ \ \ \ Can>z o o — _ _ — / — _ >>S \ 6A ?per \ \ \ (CONTRACTOR VERIFY) \ \ \ \Cn x_ o — — \ / \ _ _ _ \ 5C \ \ s \ \ \ \ \ \ \ \ \ o w w \ \ o \ \ \ \ \ \ \ \ \ \ O < a. Cl) \ \ \ Q ` \ cb, \ \ ` ` \ \ \ \ J �mmm \\ SSp0) \ 6CCyi \ \ \ \ \ \ o �\ \\\ 6B NIn N Q \ \ \ \ \ \ \ \ \\ \\ 1A \ \ \ \ \ \ \ \ \ \ �' \ O(mm) O a \ \\ \ \ \ \ \ \ 6D \ 0 \ z \Fm c� \\\ \\ p' \ \ o \))p \\ \ N o \ \ O ' \\\ \ \\ `\ \ , 2B \ \ \ \ \ z vmm Oct Y ry \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ W n J \ \ \ 1 B 3Aad \ \ \ \ W O ` \ s9 \ \ \ O \ Lu \Imo, o O a 0 w \\ `\ \\ \�, \ a >m z M x `\ \ o Q \ �� '- _, \ \ \ J �_ \ \ \ \ \ \ \ \ \ \ \ \ \ o U` O \ ` \ \ \ \ \ 04 \ S N Y D E R \ \ & ASSOCIATES o \ \ \ \ \ \ \ \ \ \ ,�� 7 \ \ \ \ \ \ \ \ ° / 0 10 N N N \ 1 \ \ \ \ \ l \ \ \ \ o\ \ FEET Project No: 122.1191.01 Sheet H I H2O0 (6� \ 1 � m cnC) GRADING PLAN GENERAL NOTES 1nOo _A. Lu J\--6' CONTRACTOR TO STRIP AND STOCKPILE TOPSOIL FROM ALL AREASDISTURBED.B. RESPREAD TOPSOIL TO A 6" MINIMUM DEPTH OVER LAWN AREAS. \ \ \ \ � i GRADING PLAN, CONSTRUCTION NOTES ` \ \ \ \ >6� 1. EROSION CONTROL. PROVIDE THE FOLLOWING: p d M N CN \ \ \ \ \ \ \ \ \ \ \ \ \ \ A. FILTER SOCK AS NECESSARY TO CONTROL EROSION. ADJUST AS NECESSARY DURING CONSTRUCTION. cn w m o Y o \ \ \ \ \ o ems\ \ 2. HYDRAULICALLY SEED ALL AREAS DISTURBED BY CONSTRUCTION, USING o 0 \ o \ \ \ \ \ \ \ BONDED -FIBER MAXTRIX MULCH. SEED MIX SHALL BE TYPE 1 PERMANENT LAWN. rn \ A6, \ \ FOR MORE INFORMATION, REFER TO SUDAS 9010. , z LLJ Q N m 2 Z v) w � 0- \v \ \ A A A \ v v v v OCP\ E V V A \ '> A \ �9v \ V'�, 0 0 V A v \ v v v \ \ v v �'. vi 0 ` ` V \ \ \ ' U J N fn %%O, A \ / \00 75.40 \\ \ \ \�� \\\ \ \ \ \ \\\ \ \ \\ \ V O En w LO \ \ \ \ >> \ \ \ Q Q m z O >. v v 1A \ \ \ � n LU � I Q o / \ 775.0 \ \ —_ \ \ —� \ \ \ \ \ \ J N o -- V "' - � v v oA V v \ \ A \ v co L L0 XFFE=775.50 ` \ \ \ 775.30) o \ \ \ \ Z 2 \ \ \ \ \ \ \ \ \ \ \ o \ 775.40) I \ \ \ \ \ \ \ \ \ w W � V 04 _ V z X _ _ 0 \ / \ \ \ \ \ \ \ \ \ p — _ \ \ \ \ \ LU w \ \ ) 75.2 \ Q \ \ \ \ \ O \\ \ \ \75.33 \ \ \ \ \ \ \ \ \ \ LLJ a \ \ \ \ \ \ \ \ \ \ \ \ a, J \ 775.22) \\ 75 7 \ \\ \ \ \ \ \ \ \ \ \ \ \S. \ Z Cyi o o M \ \ \\ \ 2� \\ \\ \ \ 7 .40 2 41 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ Z N \ \ \ \ \ \ \ \ ` \ \ \ \ \ \ \ \ \ O V EL \ \ \ \ 7 .50 \ \ \ \ \ O Z \ \ \ \ 775.40 \ \ \ \ \ \ \ \ \ \ \ \ \ \ O\ W \ \ \ \ \ \ 1 \ \ ��0� \ \ \ 75 5 / -1 \ \ \ \ \ \ \ \ \ \ O s \ \ \ \ \ \ \ \ \ \ 77/6.50 755.46 / 775.50 \ \ rn \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ z TOM Oct \ 0 \ \ \ \ W Lu _ XFFE=775.50 F_ ad W \ \ \ \ 775.5 w ----_ \\\\/� \ \ w W Lu 775.50 >= \, \ o \ o N \ J a_ o \ \\\\ o 04 al \ \ \ 2 \ \ S N Y D E R & ASSOCIATES \ \ \ \ \ \ \ \ \ \ >> \ \ \ \ \ \ \ \ \ \ \ o 0 10 N N \ \ \ \ / �\ �\ \ \\ `\ \ \)^ \\ \\ \ / FEET Project No: 122.1191.01 U N 2 d Sheet m C0 O w o Q Z II � N tD (/1 �L `C_ V ) AL_ T-I'FE HEPULE " a INr :Nc I TE A36114 .Y SLG K VQ LL ^ITH Z a- a-N 0 N oN -?oRT-) R JOfNTS, 6FOrfa3 SOLD ALL t.,ELLF Rl1NNJNG 6CN0 f�ATTERK O_ cl) m o _ TI-I_�!-aE PLAN VIEY4 ALk17 ELEVATiO + 105 ARE A W _0 _2 N CD _ — f TP_tLIMNAR e Ai rA _-_TUR L 1 "E'.�r TATcJK OF Q) O — THE BUIL€7ING ALL [71MENSZ%5, FEATLfRE Ah117 ��rAF� WML�: F�AFiEJ�S 4 S�hi*� C,OMF'01Q 7NT5 � r*% ON THE F'F IWIIKAf Y O� LA-PAININC ,Mho' OR MAY NOT f3E FART OF T14E GdJOTE_ F'LEASL z'F R TO TH€'fa� OF 5[fPPLY — — J Y1JG+4T oVO e JIC.E ' LEM5Z f'i WDEO NTH YOUR 6X; TE r RGWT G'_, p KGrols o 5C.�F Or- Stf'LY- _, I N I - � Z w Q N �� :0 o Z P �aaa C � O) W U � O a_ — L STD;77He 31 VTR - 12 U m o O Cn I L H U CDM LO i NOTE: CONTRACTOR TO MEET WITH OWNER AT WILLOW CREEK PARK AND Q � -0 REVIEW MECHANICAL ROOM UTILITY ARRANGEMENT AND FIXTURE LOCATIONS � — N PRIOR TO CONSTRUCTION. p z J�tll I— It UY� = r 17 1/2" -- = — 18 416` r Z CN Q p O CD TO SANCTA 74E ELE.'_ TKIG PAKEL ��L , TO BE 5Y5T`rJ C FIRMEP RAT--? VIG€ INTO �.i T FI31 LAB 511�NG GLE1aF� ,OF WATT L-0NEE'L�' TO b.5 FEET 13i11L171NG JNFif wfEl7 30VE f+N0 AROIkO T+4E PAIN, , 30` Y f rIETE14 OF T14E PANEL. NO YVATER LINESLO IN FRONT, BEL P% OF- A FASEL CD 1, [ ry UNLEe THEY AfF'E OUT--jOE OF THE uN F-CVN9 #=1FG7TzaGAL I 5savic = VC zry r-EGd q nAL-m-m FOR rrNs lKT0 5iRVUE UT}LFi F(7UPk -�l BY OTME95- +s - '-10 } f}6' &!FILVLAN -6 ~' b' ELEVATION VIEn SCALE 1l4" = 1'- NOTE: SEE PLANS FOR BUILDING ORIENTATION (T� RESTROOM- FLOOR PLAN 3 RESTROOM- ELEVATION VIEW HIH400 NO SCALE HIH400 NO SCALE J — RESTROOM BUILDING NOTES: CONTRACTOR SHALL COORDINATE ORDERING, PURCHASING, AND SCHEDULING OF DELIVERY OF Lu ROMTEC PRE-ENGINEERED BUILDING KIT WITH MANUFACTURER. CONTRACTOR TO INSTALL AS PER MANUFACTURER'S RECOMMENDATIONS, REQUIREMENTS, AND SPECIFICATIONS. Q COLUMN uJ CEDAR TIMBER POST TO SLAB z SIDING 0 a to 0 N x CEMENT FIBER BOARD TO SLAB uJ o COLOR: INTELLECTUAL GRAY J M o W m DOORS/FRAME COLOR TO BE URBANE BRONZE. DOOR LOCK TO BE COORDINATED WITH OCCUPANCY SENSOR AND TIMER; COORDINATE WITH IOWA CITY PARKS DEPARTMENT. NO LOUVER AT DOOR. a METAL ROOF COLOR TO BE MEDIUM BRONZE, UNA-CLAD, AS MANUFACTURED BY FIRESTONE. O CQJAR L 1MEhc: iK13-k.3 3 'Al RS O a HAND TOWEL DISPENSER O TORKMATIC BLACK HAND TOWEL ROLL DISPENSER SUPPLIED BY ECO-CARE SUPPLY, PHONE: (319 800-9162 0 Cn M O C J STRUCTURAL THE FOLLOWING ITEMS RELATIVE TO THE STRUCTURAL COMPONENTS SHALL BE SUPPLIED BY THE O � I— 0 CONTRACTOR: 1. ALL MATERIALS, EQUIPMENT AND LABOR FOR FOOTINGS, INTERIOR AND EXTERIOR SLABS, AND TOM `FI. Q a_ SIDEWALKS. 2. LATEX EPDXY PAINT WALL FINISH. 3. CONCRETE SEALING. 4. MASONRY (CONCRETE) GROUT AND REBAR. Q ° �ErAP-00Fir& 5. NOTE: THE CONTRACTOR MAY BE REQUIRED TO NOTCH CMU BLOCK FOR BOND BEAMS AND CUT FULL BLOCKS TO CREATE HALF BLOCKS ROMTEC IS NOT RESPONSIBLE FOR ANY COST OR . Z CONSTRUCTION DELAYS ASSOCIATED WITH THIS WORK. a 6. SEALANT FOR ALL EXPOSED WOOD. 7. TYPICAL FASTENERS SUCH AS NAILS, STAPLES, AND SCREWS. W W w WORK WITH MANUFACTURER TO PROVIDE J METAL FASCIA TO MATCH BUILDING 8. INTERIOR FLOOR SLAB SHALL INCLUDE EPDXY COATED REBAR 9. EXPOSED MASONRY BLOCK TO BE PAINTED, INSIDE AND OUTSIDE OF BUILDING. STANDARD 0 J a ui 2" % b" CEDAR FAe- t, COLOR AS SELECTED BY OWNER. VVTJ4 = z RFNT�r II II-, II I CHANGING TABLE CEVENT FILIER LAF501 M>= x 1 WiT+} ergAl6AL l F STAINLESS STEEL DIAPER CHANGING STATION, MODEL 100SSE-SM, SURFACE -MOUNT AS SUPPLIED BY N w FER .4 DE9 I-� II II II I E=_R ItVA 1 LEGAL G017E5 FOUNDATIONS, PHONE: (330) 788-5033 O Q a Tm�5Bz POST, Tr b ➢F 1_� 6F-1Lai N Q II_II II I MIRROR MIRROR WITH STAINLESS STEEL CHANNEL FRAME, B-165 SERIES, AS MANUFACTURED BY BOBRICK, ` I I PHONE: (818) 764-1000 a - d } 0 TOILET TISSUE DISPENSER 14- BOARDWALK JUMBO TWIN TOILET TISSUE DISPENSER, 20 1/4" X 12 1/4", COLOR: BLACK, AS SUPPLIED BY ECO-CARE SUPPLY, PHONE (319) 800-9162 0 ELEVATION IIEA HAND SOAP DISPENSER ADX-12 HYGIENE SERIES, 1,250 ml, MANUAL, LIQUID, COLOR: BLACK, AS SUPPLIED BY ECO-CARE N SUPPLY, PHONE: (319) 800-9162 al LIGHTING S N Y D E R Q 2 RESTROOM- ELEVATION VIEW LIGHT FIXTURES TO BE LED, MOTION ACTIVATED CONTROLS, FIXTURE H12, AS PROVIDED BY EATON. 8c A S S O C I AT E S HIH400 NO SCALE DRINKING FOUNTAINS N DOUBLE FOUNTAIN WITH BOTTLE FILLER, BI-LEVEL, WALL MOUNTED, AS MANUFACTURED BY ELKAY, N PHONE: (800) 375-3403 N Project No: 122.1191.01 U N O a Sheet H I H400 N D V J 'L m U) 0 Lu o Z II � _ can I- i U) co W C)VNALL TYPE 5CHEDULE EXTERIOR ^ALL FOUNDATION5 - GHOO5E ONE OF THE FOLLOYNING N z 0 co m O 717 ExTERIOR AAL.L - 0" REENFORGEP 5EE 1~LOOR FL -AN R R W N rOEXTER;OALL LU Y o GONGIETE MPeCNRT 13LOGIC YVftiLL LOGATION5, 5HEET 4 0 ui WE7H M�TAK JOENT5, GROUTED Q 50LIE ALL GELL5 RUNNING BONE U � � PATTIERN- Q 5" CQNC 5LAi3 J^(/ tr5 EXT1 1REOR VW0.i1 I GMEJ BLOCK r-Mu BLS r_ REBAR 0 16" Or- MIN OVER R INTOW1012 AALL - D" REINVCARLI:p REAR PER N 6" ENC71NEEP-Et7 FILL 5 GONCRLTE MA50NKY J3LOGK YVALL O � I DETAIL 1/7 OR 1 I :4 REBAR PER DETAIL 1/1 Z Q v- WITH MOP -TAR JOkNTS, GROU= 5" GONG SLAB CMU 6L0G7G 5" G EG SLAB YV/ N v z SOLID ALL CELLS RUNNING BOND # YV!'O R6 5LA PAi7N. 16" OG EIN OVER ¢5 REBAR a 16" RESAP- PER DETAIL 1/7 OG FA OVeR 6" Y c ! I I l b" ENGINEERED FILL I C EN61NEERM FILL 0) L) o 5" GONG 5LAH YIV tt5 + • Q L - TH PLAN VI AN AT IN ARE A 3 /h2 6 ElL Ihll� FILL I, - - • •I" •�� * I ~ 3 f - s ` — +� W �� E5E LA EYV p ELEV ION DFZAYI G5 E I - ° PRELIMINARY ARCHITECTURAL REFFUZ51EN7ATION OF I' `- IJ{ C THE BUILDING- ALL DIMENSEONS, FEATURES AND kL -' I S MPONENTS SHOJVN ON THESE PRELIMINARY � CO0 000 E � �\{ti i 8 DFPA NCS MA-y Q12 MAr NOT BE PART ❑F THE F s � < ,f. F °f ,.�ti � \ / 4 �-, O !� �` CAf)MPAGTED FILL U GUOTE. PLEA5E REFER TO THE "5COPE OF SUPPLY � u�.. qr e � IIl 4 �--C.OMPAGTED FILL W � R i AND SERVICES" LETTER FIZOVIEEID AMH YOUR. OL i= � •� u S� � n � z � � ��, _ � � �� • u5 HORIZ REBAK O � FOR E70*� rf<c' O Ixn copl< Qi OuI>PE_r. / . i a � � 0 p TeE3 IN I30NO — cu EXTERIOR WALL EXTERIOR JlVALL I \ } 4AL7ERKA7Iz- ``T� 16"" or, i / .+R-WAJR PER J7ETAIL ? > M O 1 " �.1lN :7 ALTEIRFEA7E -- REBARR PER VETAIL m O EnHC;Gr5INTO 1/7 IY LOEE]G)= OFY ! ° ♦ •+ , FOOTING LAP PER + ALTERZNAT'E HOOKS V W QLAB INTERIOIR 5 {g� arj RRESAi2 irAN7. YNALL SCHEDULE in INTO FOOTING LAP12REBAR PER DETAIL 512" PER VLd5L1 Z � C`aXTERIOR r+kLL TYP 24"1 " 24 C5) tt5 cownNuEO24 \\\\\\\\\\\\ \\\fir\\\\�\\\\\\\\\\\\\\\\\ %� i/; HOOKS {5) a9 CCNTINUFD I I ! MONOLITHIC, SLAP OPTION INTO P00TIN�a LAi= GONC.RETE STEM WALL FOOTING OPTION CMU STEM WALL OPTION �_ � w � + r iRpGE OF PER WALL 5GHEi7UL-E 5 r b C NGR E 91Af5 BLOCK FOR STEM WALL SUPPLIED BY INSTALLER Z N INTI~RSEr-TION f I I EXTERIOR MDD ALL FOUNATION ETAIL OFTION5 N Q C) OF GMU Y1AE_1- 5 '1 cal 5GALE: V = T-O" 1 EXTERIOR Y4ALL GENERAL NOTES: U") EXTERIOR WALL PRIVACY WALL 5EM GENERAL LO END OF C-Mu f NOTES ON SHEET 5 nHF-N U51NC5 EITHER 57�M MALL_ QPTION RE:CE55 STEM !f + 11 1 rVALL N, 1 WALL_ THE THIGKNE55 OF 5L.AB AT DOOR THRESHOLD I F 5 �__r' _ • PRIVACY WALLS 5H,4LL HAVE A 30" WIDE x 12" DEEP TIMBER TIiiFS5 FOOTING 1 6 E%7ENSlO1lOP71ON 5 T CORNER OF J=XTERlOR k4ALL GMV ^ALL CPNTRQ! -JOINT ' GMIJ ��M YVALI_ ONION, Gr'il1 BLOGN� IS N3Y INSTALLER EXAMPLE FOUNDATION ' VI=RTIGAL RI=6AP2 IN SLA5/5TEM �rLL TO MATrH VERTIOAL WALL REINFORCEMENT LAP PER 1^l4LL SCALE: 1/4° 5GHEDULE RESTROOM-FOUNDATION NO SCALE FZEeAR PER t)eTAII- 4/1 GENTERES IN MALL REMAR PER DETAIL 1/7 CMU HL OGIC Y4A1 L ALTERNATE HOOK5 INTO SLAB II APPROX. 51W LEVELING TO MATG# VEFZTICAL REBAR. I MORTAR DM I -AP PEk, JNALL SGHEML E. 5" GONG SLAB W/ I'5 REBAR o 16" II {3) x5 F FBA CI NTINUOU5 Or- FN Ovi RR 6" )=NGIN C7 F11 L II c -- ------ I NATIVE SOIL OR FILL GOMPASTIED TO qO% r TH IGf<ENED SLAB AT INTERIOR AALLS -.ALL: 1 . Y-0` 5E FLOOR PLAN FOR INTERIOR iNALL LOGATION5, 5HMT 4 5" GONG- SLAB YN/ b x b {2) #5 REBAR GONT 10/10 YVY'Ih+1 OR a15 F?] 3AR 0 lb" OCZA GCNSRAGTOR5 FINISH 5RA17E OPTION, SLOPE AWAY FROM SLE%5. 9 1/4" : 12" UNO o� p � n�Q O` girt C4MPA6,TFD FILL COP \�f pw o d° o NATIVE SOIL EDGE OF GONC SLAB RESTROOM-FOUNDATION DETAILS NO SCALE RESTROOM-FOUNDATION DETAILS NO SCALE GMURESAR SCHEDULE R 5AR MIN. LAF' B1=Nr7 ROD p5 3Q" x314' MIN. C.MU REBAR KOTE5: - SENDS: MIN. INSIDE SEND RADIU5 SHALL VERTICAL V4 R=AR 0 32"oG BE NOT -ee6 THAN 64 AS PER HDIRlWNYAL 1t4 1 BAR 0 52" PC AGI 530-05 5EGT10N 1.15.6 K4 REBAR ALL 51VE5 OF OPENING5 - 5PLIGES; LAP SPLIGEE, ARE PERMITTED f2) R4 RMAR ABOVE d SELOW �II A5 PER AGE 55p-o5 51=GTi0N 2,1.9.T MAJOR OFENING5 P2'-0" Y 1DE EXCEPT 1700R OPJ911NGs) LI . IL (1) ADDInoNAL a--o- %5 RE -BAR �I — — i 4 ' RMAR 1=xT�ENE 24~ D>=YONS DOOR oe'ErcINSS II AS.4 F 1-4CEME NT .7E TAIL Nf r2) +� REBAR r TOP C4; R II NE GM[1 Gdf2N�R 2 i4All DETAIL — — II 3 CMU Fxp MOTH; HORIZONTAL RZFIS AR TO GO I Ihli 5.a AA�L DETAIL AROUND V - RnC.AL SIN FpRGEMENT WITH 5TANDARD BEND AT ALL GORNE -5, _ Ihl Rst COURSE HORL RFMARR BEND UP AND HORZ REBAR TO SEND 170M AND F F LAP VESRTIGAL RE13AFR AT ALL OFPE NING LOGA'1TON5 AS PER DETAILS TH6 PAGE. CMU REBAR LAYOUT DETAIL SCALE= t/4" = 1'-O" 1f2 GL$i!2 ]'.ETY+t�N B.4IR +• TYPICAL HOIZIz RMAR ISSIDE F1`.CE OF 5LC C-K, TYP PER PETAL- - 1/A5,4 YVi'T-H ALTERNATING CV' DEND knY HOfvz REDAR tt 1 3m- � VERT RR�AFZ 9 3/a" l - 1 Ur' C.t,I"F r- Ur- CMU MALL IN51DE OF Y{RLL OUT5ur- OF roLL NOTE: RMAR INC7TALLED A5 FER AGI 520-00 b" CMIU REBAR PLACEMENT SGAI 1=_ 1" - ram• TYPICAL HORIZ RFJ3n. PER DETAIL 1/A5-4 Y4TH ALTEMIATING CIO` OEN Ti'PIGAL VERTICAL RMAR, TYPICAL HORIZ RREBAR PER PETAIL 1/A5.4 rEF2 L7E rx]- T/A5.4 SEE SPLICE NOTE PER D_ AIL I/A5A h d3 4091Y- TIES 952" O.G- _ — — MA5ONRY WALL PER PLAN � F MORTAR JOINT CMU IN ER5EIS ION DETAIL C �J L I 1 : TYPICAL (2) VERTICAL REBAR � SCALE, 1" = 1'-0" PER PF-7AiL. 1/A5-4 TYPICAL HORIZ RESAIR 16" f4) V4 VEKTIGAL E IAR5 iN/ 5/il^L PER DETAIL VA5A MATGHIN& QONkEL5 E=ME3EFVEP j,L SPLICE LAP WETH 90° BEND IN70 FOOTIN6v W/ 57D. HOOK5 MASONRY PILASTER DETAIL C PRIVACY VAALL TYPICAL HORIZ iREBWR PER PETAIL 1/A5.4 ^4TTi_ MORTAR JOINT TY,��AEFLR ��LJ/ 4 TYPICAL HOKIZ RZE0AR z GMU CORNER DETAIL PERPETAL1/A5.4 9 :� 9E'L1GE LAP J^tITH 9C3` BENg 1 -O GUT NOTC!-I IN BLDGK 3/W EXPANSION JOINT � LL $AGKFK PROD ANV ♦ ` lS C31 VERTICAL #4 Ara IfEEDED FOR REBAR SEALANT BOTH 51EE .6 • — — — - REBAR GONT =' JEMBEI:)MENTOL — — — TYPECAL (2) VERTICAL REBAlZ + PER nF-TAIL 1/A5,4 TYPICAL RORIZ RP$AR 131JILDIN6 INTaL - I P1=Ri E7E= I"AIL 1/A5.4 TYPICAL NORM RWAIR yNETi-I ALTERTIATIMG �O" E3END WITH �1O° BEND 120M I a� FUR DETAIL VASA MORTAR' JOINT MORTAR JOINT CMU CONTROL JOINT DETAIL C LL GMU YVALL END DETAIL SALE - F-O RESTROOM- STRUCTURAL WALL DETAILS NO SCALE N J - Q W V � W Y O N a� a w J = Q Z � 0 o U a C:) � N o cn z � Oct ad �C a W w a � o M a � O Z G N S N Y D E R &ASSOCIATES Project No: 122.1191.01 Sheet H I H401 m � O LL o Q Z II � w �L `C^ V ) Z O d 0 c) N N L W m _0 N O L Y U Q L U (6 0 T_ 0) � z Z � Q N N � W N Q LZ U E U o z v N Y Q O) W O d O U 24'-0" REFERENCE NUMBER 4168-005.ol O 7 GENERAL NOTES: CONSTRUCTION NOTES: j CO 0 o A. SHELTER TO BE COVERWORX PRODUCT. FOR 1. CONCRETE FOOTING. V m Cnn Lo SL PRODUCT AND COMPANY INFORMATION VISIT p Q 0 12 www.CADdetails.com/info 2. TUBULAR STEEL COLUMN ANCHORED INTO a N 4� B. INSTALLATION TO BE COMPLETED IN ACCORDANCE CONCRETE FOOTING. vzi § z WITH MANUFACTURER'S SPECIFICATIONS. 3. TUBULAR STEEL HIP JOIST. ui Y 20.9' C. ALL DIMENSIONS ARE CONSIDERED TRUE AND 4. TUBULAR STEEL BEAM. ti z CN N Q N ?ol- REFLECT MANUFACTURER'S SPECIFICATIONS. N N 5. STEEL COMPRESSION RING. CD D. CEILING AND SHELTER TO BE COMPRISED OF C' PRE -STAINED AND SEALED WOOD PANELS. 6. 110V OUTDOOR OUTLET W/COVER. CONTRACTOR TO 6 r` E. PAINT FOR STEEL SHALL BE FACTORY -FINISHED. INSTALL AND COMPLY WITH CURRENT IBC AND/OR CITY OF IOWA CITY BUILDING CODE STANDARDS. COORDINATE WITH CITY STAFF. F. COLOR FOR ROOF TO BE DEEP RED/ MAROON AND POST TO BE SAND. COLOR SAMPLE TO BE PROVIDED 7. SQUARE CUPOLA IS NOT TO BE INCLUDED WITH THE _ FRONT ELEVATION FOR OWNER REVIEW AND APPROVAL. SHELTER. 3 TYP. --------------------------------------- 4 TYP. I, I, — I I _ _o " o N W o Z 5 1 TYP. W U Z I I O Cn N x I 2 . I TYP W o M o II II a 0 w • J J LL I0 24'-0" 6 TYP. 0 o FRAMING PLAN 21'-0" F O C) N FOOTING PLAN Cn O M N O N Cd 0 H W Y z TOM !Y Q d J 06 O Y U w H w 1 SHELTER Q W =J 0 HIH402 NO SCALE a J Q Q } W Z M Q >= Z Z X o 0 J Q 3 a J H Y K n J J 0 Y U_ 2 I rn N N �I S N Y D E R o 0 &ASSOCIATES N N N N Project No: 122.1191.01 U N O aSheet H I H402 �, OL- Prepared by: Marri VanDyk, Engineering Division, 410 E. Washington St., Iowa City, IA 52240, (319) 356-5044 Resolution No. 23-50 Resolution approving project manual and estimate of cost for the construction of the 2023 Park Renovations Project, establishing amount of bid security to accompany each bid, directing City Clerk to post notice to bidders, and fixing time and place for receipt of bids. Whereas, notice of public hearing on the project manual and estimate of cost for the above - named project was published as required by law, and the hearing thereon held; and Whereas, the City Engineer or designee intends to post notice of the project on the website owned and maintained by the City of Iowa City; and Whereas, funds for this project are available in the Kiwanis, Hunter's Run, Happy Hollow, and Hickory Hill Park accounts, account #'s R4359, R4375, R4371, and R4365 respectively. Now, therefore, be it resolved by the City Council of the City of Iowa City, Iowa that: 1. The project manual and estimate of cost for the above -named project are hereby approved. 2. The amount of bid security to accompany each bid for the construction of the above - named project shall be in the amount of 10% (ten percent) of bid payable to Treasurer, City of Iowa City, Iowa. 3. The City Clerk is hereby authorized and directed to post notice as required in Section 26.3, not less than 13 days and not more than 45 days before the date of the bid letting, which may be satisfied by timely posting notice on the Construction Update Network, operated by the Master Builder of Iowa, and the Iowa League of Cities website. 4. Sealed bids for the above -named project are to be received by the City of Iowa City, Iowa, at the Office of the City Clerk, at the City Hall, before 3:00 p.m. on the 151h day of March, 2023. At that time, the bids will be opened by the City Engineer or his designee, and thereupon referred to the City Council of the City of Iowa City, Iowa, for action upon said bids at its next regular meeting, to be held at the Emma J. Harvat Hall, City Hall, Iowa City, Iowa, at 6:00 p.m. on the 215' day of March, 2023, or at a special meeting called for that purpose. Passed and approved this 21st day of February 2023. �Mfayr em 1 Approved by Attest: City Uerk l City Attor y's Office (Sara Hektoen - 02/16/2023) Resolution No. 23-50 Page 2 It was moved by Harmson and seconded by adopted, and upon roll call there were: Ayes: x Nays: Dunn Absent: Alter Bergus Dunn Harmsen Taylor x Teague Thomas the Resolution be Item Number: 11.b. CITY OF IOWA CITY �--'°�'�� COUNCIL ACTION REPORT February 21, 2023 Resolution setting the maximum property tax levy for certain levies for the proposed budget ending June 30, 2024. Prepared By: Nicole Davies, Finance Director Reviewed By: Geoff Fruin, City Manager Fiscal Impact: Proposed as part of the Fiscal Year 2024 Budget. Staff Recommendation: Approval Commission Recommendations: N/A Attachments: Max Levy Hearing Notice.pdf FY24 Maximum Property Tax Resolution .doc Executive Summary: The State legislature adopted new law changes regarding the annual budgeting process. Cities are now required to hold a public hearing to set a maximum property tax levy for certain levies. The public hearing date is February 21, 2023 at 6 p.m. for the City Council to consider the City's proposed maximum property tax levy for certain levies for the proposed fiscal year 2024 budget. Background / Analysis: In the Spring of 2019, the State law changes incorporated new regulations surrounding the management of the annual budget process. In addition to being adopted as part of the budget, which is subject to a public hearing, a maximum property tax levy for certain levies is now required to be approved by the City Council by resolution prior to the adoption and public hearing for the proposed budget. The levies required to be included in the maximum property tax levy are non -voted levies, which for the City of Iowa City include the Regular General Levy, the Transit Levy, the Tort Levy, the Emergency Levy, and the Employee Benefits related levies. The total maximum property tax levy for the affected levies is $55,892,853 and the calculated maximum tax rate for the affected levies is $12.88459. The Library Levy and the Debt Service Levy were not affected by the changes to the Iowa Code. Those levy rates are $.27 and $2.47846, respectively. The proposed total combined property tax levy rate is $15.63305, which is unchanged from the combined levy rate for fiscal year 2023. The Ag Land Levy rate is also not affected and remains at $3.00375, and the Downtown SSMID Levy rate is not affected and has increased to $2.50. A South District SSMID Levy rate is not affected and has a rate of $5.00. The notice of public hearing was published in a newspaper of general circulation in Iowa City on February 9, 2023. If the property tax dollars requested result in a greater than 2% increase from the previous fiscal year, a two-thirds majority vote approval is needed. The City's proposed increase in the maximum property tax for certain levies is in excess of 2%, therefore we will need approval from a two-thirds majority of Council members. DRESS -CITIZEN MEDIA PART OFTHE USA TODAY NETWORK CITY OF IOWA CITY 410 E WASHINGTON ST IOWA CITY, IA 52240-1825 AFFIDAVIT OF PUBLICATION State of Wisconsin County of Brown, ss.: The undersigned, being first duly sworn on oath, states that the Iowa City Press Citizen, a corporation duly organized and existing under the laws of the State of Iowa, with its principal place of business in Iowa City, Iowa, the publisher of Iowa City Press Citizen newspaper of general circulation printed and published in the City of Iowa City, Johnson County, Iowa, and that an advertisement, a printed copy of which is attached as Exhibit "A" and made part of this affidavit, was printed and published in the Iowa City Press Citizen on the following dates: Ad No. Start Date. Run Dates; Cost: LGCI 1013789 2J912023 21912023 S177 04 j Copy of Advertisement t Exhibit"A" Subscribed and sworn to before me by sand want this 3rd of March 2023 r Notary Public _ _r Notary commission expires RECEIVED JOHNSON CO. IOWA MAR 0 7 2023 K A I ; I,_E _i`; AL_q,7N v Nl _l,!a COUNTY AUDITOR Local Government Property Valuation System NOTICE OF PUBIC HEARING - CITY OF IOWA CITY - PROPOSED PROPERTY TAX LEVY Fiscal Year July 1, 2023 - June 30, 2024 The City Council will conduct a public hearing on the proposed Fiscal Year City property tax levy as follows: Meeting Date: 2/21/2023 Meeting Time: 06:00 PM Meeting Location: 410 E. Washington St., Emma Harvat Hall At the public hearing any resident or taxpayer may present objections to, or arguments in favor of the proposed tax levy. After adoption of the proposed tax levy, the City Council wilt publish notice and hold a hearing on the proposed city budget_ City Website (if ava;ilabie) icgov_org icgov.org City Telephone Number (319) 356-5050 Current Year Certified Property Tax 2022 - 2023 Budget Year Effective Property Tax 2023 - 2024 Budget Year Proposed Maximum Property Tax 2023 - 2024 Annual % C11G Regular Taxable Valuation 4,241,061,964 4,337,961,307 4,337,961,307 Tax Levies: Regular General 34,352,601 34,352:60It 35.137,487 Contract for Use of Bridge 0 Opr & Maint Publicly Owned'Fransit 4,029,009 4,029,009 4,121,063 Rent, Ins. plaint. Of N6n-0v%med Civ. Ctr. 0 Opr & Maint of City-Cpvned Civic Center 0 Planning a Sanitary Ojsposal Project 0 Liability, Property & Self-lnsurance Costs 1,231,774 1,231,774 1,259,917 Support of Local EmP�. Mgmt. Commission 0 Emergency 848,212 848,212 867,592 Police & Fire Retirement 3,978,964 3,978,964 4,069:876 FICA & IPERS 3,864,074 3,864,074 31952,360 Other Employee Benefits 6,339,709 6,339,709 6.484,558 Total Tax Levy 54,644,343 54,644,343 55,892,853 2.28 Tax Rate 12,88459 12.59678 12,88459 Explanation of sigpificant increases in the budget: Property Tax askings for fiscal year 2024 are 2.28% higher than those of fiscal year 2023. Health insurance increase was 10% and inflationary --increases in fuel, supplies and materials. ,If applicable, the above notice also available online at: cgov.org "Total city tax rate v ll also include voted general fund levy, debt service leery, and capital improvement reserve levy_ "Budget year effective property tax rate is the rate that would be assessed for these levies if the dollars requested is not changed in the coming budget year Prepared by: Nicole Davies, Finance Director, 410 E. Washington St., Iowa City, IA 52240; 319-356-5063 Resolution No. 23-51 Resolution setting the maximum property tax levy for certain levies for the proposed budget ending June 30, 2024. Whereas, Iowa Code 384.15A requires that municipalities adopt the maximum property tax levy for certain property tax levies for the budget year ending June 30, 2024; and Whereas, the Notice of Public Hearing Proposed Property Tax Levy, Fiscal Year July 1, 2023 - June 30, 2024, a copy of which is attached hereto and incorporated herein, was published on February 9, 2023 and posted in accordance with Iowa Code 384.15A; and Whereas, a public hearing on the proposed maximum property tax levy for certain property tax levies for the, proposed budget ending June 30, 2024 was held on February 21, 2023, at a regularly scheduled City Council meeting and public comments were received; and Now, therefore, be it resolved by the City Council of the City of Iowa City, Iowa, that: The proposed maximum property tax levy for certain property tax levies for the budget ending June 30, 2024 shall not exceed $55,892,853; and 2. The combined increase in the, maximum property tax levy for the applicable property tax levies is greater than 2% from the Fiscal Year 2023 certified property tax levy; and 3. The City Clerk is hereby directed to make the filings required by law, and to set up the books in accordance with the summary and details, as adopted. Passed and approved this 21st day of February '2023- May P Te Approved by Attest: 0�L4— Ci. Clerk City Attorne s Offce - 02/14/2023 It was moved by Thomas adopted, and upon roll call there were: Ayes: and seconded by Taylor Nays: Absent: the Resolution be RECEIVED JOHNSON CO. IOWA MAR 0 7 2023 x Alter x Bergus x Dunn COUNTY AUDITOR x Harmsen 1:I Taylor x Teague Thomas Item Number: 11.d. CITY OF IOWA CITY Z%--_ �=Pa COUNCIL ACTION REPORT February 21, 2023 Resolution approving a purchase agreement for 500 Manor Drive for flood mitigation. Prepared By: Sue Dulek, Assistant City Attorney Geoff Fruin, City Manager Reviewed By: Eric Goers, City Attorney Fiscal Impact: The purchase price of $276,000 and subsequent demolition costs will be paid with funds from the Emergency Reserve Staff Recommendation: Approval Commission Recommendations: N/A Attachments: Resolution Purchase Agreement Executive Summary: Staff has negotiated a purchase agreement with the owner of 500 Manor Drive for $276,000 contingent on City Council approval. The property is located within the 100-year floodplain. Staff proposes the house be demolished and the lot maintained as green space as part of the City's flood mitigation measures. Background / Analysis: Following the 2008 flood, the City purchased 92 homes under a voluntary program encompassing the Parkview Terrace and Taft Speedway neighborhoods. All homes, except the historic Ned Ashton House, were demolished and are maintained as greenspace to eliminate future flood impact. Since the conclusion of the voluntary purchase program, the City has purchased 4 additional homes with grant funds and 3 additional homes with local funds from the Emergency Reserve. These ongoing buyout efforts contribute to the greater community flood mitigation strategy by removing people and property from harm's way. The property at 500 Manor Drive, along with most homes in the larger neighborhood, was significantly damaged in the 2008 flood. The purchase price of $276,000 is below the appraised price recently obtained by the owner of $284,000. )i,j Prepared by: Susan Dulek, First Asst. City Attorney, 410 E. Washington St., Iowa City, IA 52240 (319) 356-5030 Resolution No. 23-52 Resolution approving a purchase agreement for 500 Manor Drive for flood mitigation. Whereas, staff has negotiated a purchase agreement with the owner of 500 Manor Drive for $276,000 contingent on City Council approval; and Whereas, the property is located within the 100-year floodplain; and Whereas, staff proposes the house be demolished and the lot maintained as green space as part of the City's flood mitigation measures; and Whereas, the attached Residential Purchase Agreement should be approved. Now, therefore, be it resolved by the City Council of the City of Iowa City, Iowa that: 1. The attached Residential Purchase Agreement is approved. 2. Upon the direction of the City Attorney, the City Manager is authorized to execute all documents necessary to purchase the property in accordance with the purchase agreement for flood mitigation purposes. Passed and approved this 21st day of February , 2023. May r o em Attest: ' ' ity Clerk /� Approved: zx___� City Attorn 's Office (Sue Dulek - 02/13/2023) Resolution No. 91-52— Page 9 It was moved by Dunn and seconded by Bergus - The Resolution be adopted, and upon roll call there were: Ayes: Nays x x x x x Absent Alter Bergus Dunn Harmsen Taylor x Teague Thomas Prepared by: Susan Dulek, City Attorney's Office, 410 E. Washington, Iowa City, Iowa 52240, 319-356-5030 RESIDENTIAL. PURCHASE AGREEMENT TO: Nancy Lane -Gipson The City of Iowa City, a municipal corporation of the State of Iowa (herein "City" or `Buyer") hereby offers to buy, and the undersigned Seller, by its acceptance of this Agreement, agrees to sell the real property situated in Iowa City, Johnson County, Iowa, locally known as 500 Manor Drive, Iowa City, Iowa together with all the Seller's right, title and interest in all buildings and improvements, if any located on the above -described real estate, and subject to any easements and appurtenant servitudes for the benefit of the Seller, free and clear of all liens, encumbrances, reservations, exceptions and modifications, except for the Permitted Exceptions, as defined below. The entirety of the above -described interests being conveyed shall hereinafter be referred to as the "Property". The Property shall be conveyed with good, clear and marketable title, subject to the following Permitted Exceptions: 1. Zoning and building laws and ordinances; and 2. Covenants, restrictions, reservations and easements of record approved by City. In consideration of the covenants and obligations contained herein, the Seller and Buyer agree as follows: 1. PURCHASE PRICE. The Purchase Price for the Property shall be $276,000.00, to be paid in full at the time of closing, all title objections being corrected to show marketable title. 2. REAL ESTATE TAXES. Seller shall pay the prorated share, based upon the date of closing, of the real estate taxes for the fiscal year in which closing occurs, due and payable in the subsequent fiscal year, and all unpaid taxes for prior years. Buyer shall pay all subsequent real estate taxes. Any proration of real estate taxes on the Property shall be based upon such taxes for the year currently payable unless the parties state otherwise. 3. SPECIAL ASSESSMENTS. Seller shall pay all installments of special assessments which have been certified to the Johnson County Treasurer for collection before the Closing date. All charges for solid waste removal, sewage and maintenance that are attributable to Seller's possession, including those for which assessments arise after closing, shall be paid by Sellers. Any preliminary or deficiency assessment which cannot be discharged by payment shall be paid by Seller through an escrow account with sufficient funds to pay such liens when payable, with any unused funds returned to Seller. 4. RISK OF LOSS AND INSURANCE. Seller shall bear the risk of loss or damage to the Property prior to closing or possession, whichever first occurs. Seller agrees to maintain existing insurance until closing or possession, whichever first occurs. City may also insure the Property prior to closing or possession. The Property shall be preserved in its present condition, ordinary wear and tear excepted, and Seller shall deliver it intact at the time the City takes possession. Prior to the City taking possession, Seller shall promptly give written notice to the City of any loss or damage to the Property. In the event of loss, damage or destruction of all or part of the Property, the City shall have the option to terminate this Agreement effective immediately. However, in the case of loss, damage or destruction of all or part of the Property from causes covered by insurance, the City shall have the option to either 1) take possession of the Property and accept an assignment of all Seller's right, title and interest in and to any claims Seller has under the insurance policies covering the Property; or 2) terminate this Agreement effective immediately. 5. POSSESSION AND CLOSING. If Seller timely performs all obligations, possession of the Property shall be delivered to City on February 22, 2023 or upon a later date mutually agreed to by the parties, and any adjustments of rent, insurance, taxes, interest and all charges attributable to the Seller's possession shall be made as of the date of closing. Closing shall occur after approval of title by Buyer's attorney. Seller agrees to permit City to inspect the Property within 48 hours prior to closing to assure that the premises are in the condition required by this Agreement. If possession is given on a day other than closing, the parties shall make a separate agreement with adjustments as of the date of possession. 6. FIXTURES. Except as provided herein, included with the Property shall be all fixtures that integrally belong to, are specifically adapted to or are a part of the real estate, whether attached or detached, such as: doors, screens, water softeners, water heaters, carpeting, fencing, gates, landscaping. 7. ABSTRACT AND TITLE. Seller, at its expense, shall promptly obtain an abstract of title to the Property continued through the date of acceptance of this Agreement, and deliver it to City's attorney for examination. It shall show merchantable title in Seller in conformity with this Agreement, Iowa law, and Title Standards of the Iowa State Bar Association. The Seller shall make every reasonable effort to promptly perfect title. If closing is delayed due to Seller's inability to provide marketable title, this Agreement shall continue in force and effect until either party rescinds the Agreement after giving ten days written notice to the other party. The abstract shall become the property of City when the purchase price is paid in full. Seller shall pay the costs of any additional abstracting and title work due to any act or omission of Seller, including transfers by or the death of Seller or their assignees. 8. SURVEY. City, at City's expense, may have the Property surveyed and certified by a Registered Land Surveyor. If the survey shows any encroachment on the Property or if any improvements located on the Property encroach on lands of others, the encroachments shall be treated as a title defect. If the survey is required under Chapter 354, Seller shall pay the cost thereof. 9. ENVIRONMENTAL MATTERS. (a) Seller warrants to the best of its knowledge and belief that there are no abandoned wells, solid waste disposal sites, hazardous wastes or substances, or underground storage tanks located on the Property, the Property does not contain levels of radon gas, asbestos or urea - formaldehyde foam insulation which require remediation under current governmental standards, and Seller has done nothing to contaminate the Property with hazardous wastes or substances. Seller warrants that the Property is not subject to any local, state, or federal judicial or administrative action, investigation or order, as the case may be, regarding wells, solid waste disposal sites, hazardous wastes or substances, or underground storage tanks. Seller shall also provide City with a properly executed GROUNDWATER HAZARD STATEMENT showing no wells, private burial sites, solid waste disposal sites, hazardous waste and underground storage tanks on the Property unless disclosed here: (b) City may, at its expense, within 10 days after the date of acceptance, obtain a report from a qualified engineer or other person qualified to analyze the existence or nature of any hazardous materials, substances, conditions or wastes located on the Property. In the event any hazardous materials, substances, conditions or wastes are discovered on the Property, City's obligation hereunder shall be contingent upon the removal of such materials, substances, conditions or wastes or other resolution of the matter reasonably satisfactory to City. However, in the event Seller is required to expend any sum in excess of $5,000 to remove any hazardous materials, substances, conditions or wastes, Seller shall have the option to cancel this transaction and refund to City all Earnest Money paid and declare this Agreement null and void. The expense of any inspection shall be paid by City. The expense of any action necessary to remove or otherwise make safe any hazardous material, substance, conditions or waste shall be paid by Seller, subject to Seller's right to cancel this transaction as provided above. 10. DEED. Upon payment of the purchase price, Seller shall convey the Property to City by Warranty Deed, free and clear of all liens, restrictions, and encumbrances except as provided in this Agreement, General warranties of title shall extend to the time of delivery of the deed excepting liens or encumbrances suffered or permitted by City. 11. JOINT TENANCY IN PROCEEDS AND IN REAL ESTATE. If Seller, immediately preceding acceptance of the offer, holds title to the Property in joint tenancy with full right of survivorship, and the joint tenancy is not later destroyed by operation of law or by acts of the Seller, then the proceeds of this sale, and any continuing or recaptured rights of Seller in the Property, shall belong to Seller as joint tenants with full rights of survivorship and not as tenants in common; and City in the event of the death of any Seller, agree to pay any balance of the price due Seller under this contract to the surviving Seller and to accept a deed from the surviving Seller consistent with Paragraph 15. 12. JOINDER BY SELLER'S SPOUSE. Seller's spouse, if not a title holder immediately preceding acceptance, executes this agreement only for the purpose of relinquishing all rights of dower, homestead and distributive share or in compliance with Section 561.13 of the Code of Iowa and agrees to execute the deed or real estate contract for this purpose. 13. STATEMENT AS TO LIENS. If City intends to assume or take subject to a lien on the Property, Seller shall furnish City with a written statement prior to closing from the holder of such lien, showing the correct balance due. 14. USE OF PURCHASE PRICE. At time of settlement, funds of the purchase price may be used to pay taxes and other liens and to acquire outstanding interests, if any, of others. 15. APPROVAL OF COURT. If the Property is an asset of an estate, trust or conservatorship, this Agreement is contingent upon Court approval unless declared unnecessary by City's attorney. If the sale of the Property is subject to court approval, the fiduciary shall promptly submit this Agreement for such approval. If this Agreement is not so approved prior to the date of closing either party may declare this Agreement null and void, and all payments made hereunder shall be returned to City. 16. REMEDIES OF THE PARTIES. A. If City fails to timely perform this Agreement, Seller may forfeit it as provided in the Iowa Code (Chapter 656), and all payments made shall be forfeited; or, at Seller's option, upon thirty days written notice of intention to accelerate the payment of the entire balance because of City's default (during which thirty days the default is not corrected), Seller may declare the entire balance immediately due and payable. Thereafter this agreement may be foreclosed in equity and the Court may appoint a receiver. B. If Seller fails to timely perform this Agreement, City has the right to have all payments made retumed to them. C. City and Seller are also entitled to utilize any and all other remedies or actions at law or in equity available to them and shall be entitled to obtain judgment for costs and attorney fees as permitted by law. 17. NOTICE. Any notice under this Agreement shall be in writing and be deemed served when it is delivered by personal delivery or by certified mail return receipt requested, addressed to the parties at the following addresses: City of Iowa City, City Clerk, 410 E. Washington, Iowa City, Iowa 52240; Seller, 500 Manor Dr., Iowa City, Iowa 52246. 18. GENERAL PROVISIONS. In the performance of each part of this Agreement, time shall be of the essence. Failure to promptly assert rights herein shall not, however, be a waiver of such rights or a waiver of any existing or subsequent default. This Agreement shall apply to and bind the successors in interest of the parties. This Agreement shall survive the closing. Paragraph headings are for convenience of reference and shall not limit or affect the meaning of this Agreement. Words and phrases herein shall be construed as in the singular or plural number, and as masculine, feminine or neuter gender according to the context. 19. COUNCIL APPROVAL. This agreement is contingent on the approval of the Iowa City City Council. 20. SHORT TERM LEASE. In consideration for agreeing to sell for an amount less than the appraised value, Seller may occupy the Property for a period not to exceed 6 months from closing under terms substantially similar to the Short Term Residential Lease, which is attached and incorporated herein. The lease shall be executed at closing. This provision survives closing. 21. REMOVAL OF FIXTURES. Seller may remove fixtures at Seller's expense prior to closing and during the short term tenancy. This provision survives closing. 22. CERTIFICATION. Seller certifies that it is not acting, directly or indirectly, for or on behalf of any person, group, entity or nation named by any Executive Order or the United States Treasury Department as a terrorist, "Specially Designated National and Blocked Person" or any other banned or blocked person, entity, nation or transaction pursuant to any law, order, rule or regulation that is enforced or administered by the Office of Foreign Assets Control; and are not engaged in this transaction, directly or indirectly on behalf of, any such person, group, entity or nation. Seller hereby agrees to defend, indemnify and hold harmless the City from and against any and all claims, damages, losses, risks, liabilities and expenses (including attorney's fees and costs) arising from or related to any breach of the foregoing certification. 23. ACCEPTANCE. When accepted, this Agreement shall become a binding contract. If not accepted and delivered to City on or before February 20, 2023, at 9:00 o'clock a.m., this Agreement shall be null and void. This Offer is presented to the Seller on this ifs day of February, 2023. CITY OF IOWA CTIY, IO BUYER BY: Teoff FrCm City Manager Accepted this _3 day of February, 2023. Nincy L e- son (SELLER SHORT TERM RESIDENTIAL LEASE This agreement is made and entered into this City of Iowa City, a municipal corporation (hereinafter "Lessee"): day of February, 2023, by and between the (hereinafter "City"), and Nancy Lane -Gipson 1. Property Leased. In consideration of the mutual terms, agreements, and conditions contained herein and in consideration for Lessee having agreed to sell 500 Manor Dr. to the City, City agrees to lease unto Lessee the property located at 500 Manor Drive, Iowa City, Iowa. 2. Term. This lease shall be from date of execution to August 2023. Lessee may terminate this lease without cause upon 7 days' notice. Rent. Rent shall be $0.00. 4. Security Deposit. The security deposit is $0.00. 5. Possession. Lessee shall be entitled to possession on the first day of the term of this lease. 6. Use of Premises. Lessee covenants and agrees during the term of this lease to use and to occupy the premises only for residential purposes. Lessee shall not use or permit the premises to be used for any unlawful purpose. 7. Management. The property manager is Stan Laverman, 410 E. Washington Street, Iowa City, IA 52240. Tel: 319/356-5135. 8. Care and Maintenance of the Premises. Lessee takes the premises in its present condition, except for such repairs and alterations as may be expressly herein provided. b. Pursuant to Section 562A.15(2), Seller shall be responsible for the duties set forth in Section 562A.15(1). Lessee shall further be responsible for maintaining the yard, driveway, and sidewalks on and abutting the leased premises, including lawn maintenance. c. Lessee shall, after taking possession of said premises and until the termination of this lease and actual removal from the premises, at her own expense, care for and maintain said premises in a reasonably safe and serviceable condition. Lessee will not permit or allow said premises to be damaged or depreciated in value by any act or negligence of the Lessee, their family, friends or agents. 9. Utilities. Lessee shall be responsible for all utilities, including water, trash and garbage disposal. Lessee shall, during the term of this lease, pay for all charges for such utilities before delinquency. 10. Surrender of Premises. Lessee agrees that upon the termination of this lease, she will surrender, yield up and deliver the leased premises with all personal property having been removed. 11. Assignment or Transfer. Lessee shall not assign or transfer this lease, or any interest herein, or sublet the premises or any part thereof without the prior written consent of the City. 12. Insurance. Lessee shall procure and maintain at her own expense renter's insurance in a responsible company or companies authorized to do business in the State of Iowa in an amount sufficient to cover all the personal property she stores on the property. The City will each keep its respective property interests in the premises and its liability in regard thereto and the personal property on the premises reasonably insured against hazards and casualties. Lessee finther covenants and agrees that she will protect, indemnify and save harmless the City from and against any and all loss, costs, damage and expenses occasioned by, or arising out of, any accident or other occurrence causing or inflicting injury and/or damage to any person or property, happening or done, in, upon or about the leased premises, or due directly or indirectly to the tenancy, use or occupancy hereof, or any part thereof by the Lessee or any person claiming through or under the Lessee. 13. Mechanic's Liens. Neither the Lessee nor anyone claiming by, through, or under the Lessee shall have the right to file or place any mechanic's lien or other lien of any kind or character whatsoever, upon the leased premises or upon any building or improvement thereon, or upon the leasehold interest of the Lessee therein, and notice is hereby given that no contractor, subcontractor, or anyone else who may furnish any material, service or labor for any building, improvements, alteration, repairs, or any part thereof, shall at any time be or become entitled to any lien thereon, and for the further security of the City, Lessee covenants and agrees to give actual notice thereof in advance to any and all contractors and subcontractors who may furnish or agree to furnish any such material, service or labor. 14. Changes to be in Writing. This lease shall not be modified, waived, or abandoned except in writing duly executed by both parties. This lease contains the whole agreement of the parties and is not assignable by either party without the written consent of the other. 15. Severability. In the event any portion of this lease is found invalid, the remaining portions shall be deemed severable and shall remain in full force and effect. 16. Number; Gender. Words and phrases shall be construed as in the singular or plural and as masculine or feminine, according to the context. This agreement shall extend to and be binding upon the heirs, executors, administrators, trustees, successors, receivers, and assigns of the parties hereto. CITY OF IOWA CITY, IOWA By: i`draf? _ Geoff Fruin City Manager LESSEE By: /draft/ Nancy Lane -Gipson Item Number: 11.e. CITY OF IOWA CITY �--'°�'�� COUNCIL ACTION REPORT February 21, 2023 Resolution adopting an assessment schedule of unpaid mowing, clean-up of property, snow removal, sidewalk repair, and stop box repair charges and directing the Clerk to certify the same to the Johnson County Treasurer for collection in the same manner as property taxes. Prepared By: Kellie K. Fruehling, City Clerk Reviewed By: Sue Dulek, Assistant City Attorney Fiscal Impact: No impact. Staff Recommendation: Approval Commission Recommendations: N/A Attachments: Resolution.doc Resolution - Exhibit A-1 & A-2.pdf Resolution - Exhibit B.pdf Executive Summary: This resolution is to adopt an assessment schedule for unpaid mowing, property clean-up, snow removal, sidewalk repair, and stop box repair. Background / Analysis: The City has the authority under Iowa Code §364.13B to assess the nuisance abatement costs in the same manner as a property tax. This resolution allows the City Clerk to certify to the Johnson County Treasurer the abatement cost to be assessed against the property. This assessment is being pursued only after the City took many steps to resolve the matter. The City notified the owners to abate the nuisance (for example, to remove snow from the sidewalk) and after the owner did not take action to abate the nuisance, the City abated the nuisance and billed the owner. After being billed at least twice, these owners still have not paid the abatement costs. The City has sent a letter to the owner giving them notice that this resolution would be on the agenda, a copy of which is attached to the resolution. No interest will be charged if the owner pays within 30 days of the first required publication. Attached as an exhibit to the resolution is a list of the properties that will be assessed and the amount that will be assessed. Prepared by: Kellie Fruehling, 410 E. Washington St., Iowa City, IA 52240-319-356-5040 RESOLUTION NO. 23-53 Resolution adopting an assessment schedule of unpaid mowing, clean-up of property, snow removal, sidewalk repair, and stop box repair charges and directing the Clerk to certify the same to the Johnson County Treasurer for collection in the same manner as property taxes. Whereas, the City Clerk has filed with the City Clerk an assessment schedule providing the amount to be assessed against certain lots for the actual unpaid abatement costs of mowing, cleaning up property, removing snow, repairing sidewalks, and repairing stop boxes in the same manner as property taxes; Whereas, said schedule is attached as Exhibit A to this resolution and incorporated herein by this reference; Whereas, Iowa Code § 364.13B authorizes the City Council to assess against the property said abatement costs in the same manner as property taxes; and Whereas, the City Council finds that the property owners listed in Exhibit A have received a written notice of the date and time of the public hearing on the adoption of said assessment schedule, in substantially the same form attached hereto as Exhibit B. Now, therefore, be it resolved by the City Council of the City of Iowa City, Iowa: Exhibit A is adopted as the final assessment schedule pursuant to Iowa Code § 384.60(1). The amounts listed in Exhibit A for unpaid mowing charges, clean-up property charges, snow removal charges, sidewalk repair charges and stop box repair charges are confirmed and levied against the properties listed in Exhibit A. All unpaid assessments not paid within thirty (30) days after the first publication of the final assessment schedule shall bear interest at the rate of 9% per annum, commencing on April 6, 2023. Assessments are payable at Johnson Country Treasurer, 13 South Dubuque Street, Iowa City, Iowa. Until April 5, 2023. payment may be made at the City Clerk, 410 E. Washington Street, Iowa City, Iowa. The City Clerk is hereby directed to certify the schedule as set out in Exhibit A to the Treasurer of Johnson County, Iowa for collection in the same manner as property taxes. The assessment cannot be paid in installments. The City Clerk is further directed to publish notice of the schedule once each week for two consecutive weeks in the manner provided in Iowa Code § 362.3, the first publication of which shall be not more than fifteen (15) days from the date of filing of the final assessment schedule. Passed and approved this 21 .ct day of Fehruar j 2022. i ATTEST: r City lerk May q Pr em Approved by City Attorneys Office (Sue Dulek — 02/16/2023) It was moved by Thomas and seconded by Bergus the Resolution be adopted, and upon roll call there was: AYES: NAYS: ABSENT: x Alter x Bergus x Dunn x Harmsen x Taylor x Teague x Thomas EXHIBIT A-1 CITY OF IOWA CITY ASSESSMENT SCHEDULE OF UNPAID WEED REMOVAL, SIDEWALK REPAIR, SNOW REMOVAL, STOP BOX REPAIR, AND PROPERTY CLEANUP Frozen Meters = Water L[en Dec-22 era a Address Lenal oecerinrinn Parcel Number [Appra4edvatupj Property Owner Service(s) Rendered I Date of Services Cost of Service_ Invo_ ice *1 Bala_ no_e_ O_ _ut_st_and__ina B30 E BURLINGTON ST 930 BURLINGTON RESIDENTAL IOWA CITY (ORIGINAL TOWN) S 65' LOT 8 BLK 1 1010402019 $ 396.280.00 CnnPFRgTNF INC Special PickUp 1 8/4/2022 $ 95100 1 94405 $ 95 00 EXHIBIT A-2 CITY OF IOWA CITY ASSESSMENT SCHEDULE OF UNPAID WEE. A1Ar2WAI A1.F YQThATe. <m.. of Nrwnl crap.—pcoela e ProportyAddreei Laaal Description Parcel Number Appraised Value Property Owner Smicaial Rendered O.L. of Soryie • Ca•t of se lm ift"Icd LI pals —a OutsrandJn OUTLOT A DESC AS AUDITOR'S PARCEL 2017023 IN SURVEY BK 61 1926 KEOKUK ST IOWA, CITY IA 52240 PG 66 n72j D8Dj3 S698.e90 JAM INVESTMENTS OF IOWA CITY. LLC COM22-0365 6/2912.11 S 25n00 INV-nnnl3J2l i W 80; N 50; W 40'; 5 35, E 27'; 5 38; E 8; S 92' & E 85-TO BEG 22B BROWN ST IOWA CITY IA 52245 €XC LAND DESC IN 8K 658 PG 201 /010202011 S429600 n1, MFI-F151ANf COM22-0450 7/31/2022 S 250.00 INV.00013872 S JS_p_a_o PLEASANT PLACE 2ND SUBDIVISION LOTS 2, 3 & 4 BLK 5 EXC 3_1 E OAVENPORT 5T I,OWh LAITY CA Leon a_lC 4W RK 767 PC. 149 i0iS257200 PEATE. DAVIDW COM22-0491 7/91/2n.J $ INu--nnn13876 5 300.00 1038 DIANA ST IOWA CITY IA 52240 tUCASADDITIONS78 J4'LOT3BLK5 101542600a S20R870 INHI WIIILA,MA;STFVFNS IFSSIrAI COM22-0497 7/22/2022. S 55000 INV-00013877 S 55000 ALONG E/L GOVERNOR ST 131 - TO BEG, NWLY 50; NELY ALONG HJnN G_VE-RNOR STIOwAnTY, CA5224s L$/LOFLn75 j6z fa j7n; 52jv v4,AA(LFl yv/TH. E/!OE _ $92560 MACK BUILDERS GROUP. LLC FOM22-00M9 9/tn/J_nJ2 S asn nn Iuv-nnnt5326 5 350.110 IOWA CITY (ORIGINAL TOWNI LOTS & E 26 213' LOT 2 BLK 66 215 LINN ST IOWA CITY IA 52240 )(CW2-887'DES 4 S'& EKC W.67' OF N 2_S.FZ' OF53042' 101t1i12_DJ0 S1a2A,A9n 11 f LIAM XRVA POOPFRTf CLC COM22-0774 10/2/2022 S 350,00 INV-00015327 5 359 (In 1113 N GOVERNOR STIOWA CITY IA 52245 KIMBALL CORNER ADDITION LOT 2 1003490002 942660 SALTER CONSTRUCTION COMPANY LLC —M2_J11A64 10h/2022 $ TO INV-00015328 S 250,00 AIDTERRACE Rn IOWAnTY, L4,52?45 COUNT PUL AVOffK ?,MZ-2 REVrAO for 209 1013202005 S218950 WOERNE/i ROBERTF COM22-0529 01112022 $ 200Dn INV4200141E9 40957TH IOWA CITY IA 52245 RmaFWOOD 10-91/331NTIN RIO—OO PARK 1014201_DDI S2012DO W129. WFSI F Y A COM22-0546 8/4/2022 S 200.00 INV-00014168 5 200,00 2124 WESTERN RO IOWA CITY - IA 5224D FAIR MEADOWSADDITION 4TH UNITLOT II BLK II 10_2_31_98_01_I_ S127860 ANDERSON CHARIA LEE CO_MJ1-0525 K.JI12022 S 500.00 INV-00014170 S 500,00 RENO ST ON N LINE LOT 5, THENCE N 55' THENCE E 100' THENCE 1226 E DAVENPORT IOWA CITY IA 52245 575'THENCE W 100'THENCE N 20'TO POO 1011252008 S388,920 NEPTUNE LAND COMPANY C_O_M22_-0490 8/4/2022 S n L V-nnn14112 S, 2ODpn AVE & RIVERSIDE OR; 5157'; W 178; N 160; E 159' TO BEG, EXC 513$ RIVFRSIDF I.WACITY 1452246 ROW DFCr IN RK52R1.PC 227& FKC ROW OFSC IN RK 5973 P, n161n9nnl i44nnnn 513 RNEFSRFF [LC COM22-0683 8/18/2022 S 250.00 INV-00014349 S JSII-QQ 418 DOUGLASS IOWA CITY IA 52246 WISE ADDITION LOT Il 101640201/ S127090 NWBK4W. NUN1E8 CQM21n214 5/76/2n22 S 25000 1 INV-00013957 1 S 25000 415I)MMA S IMA, CITY. IA Sn" WISE ADDITION LOT II 1WI,102011 5127.090 I NIERMAN,HUNTER 1COM221224 B/J3/IOJ2 $ 25nnn INV-nnnt435n 1 $ 2107 F ST IOWA CITY IA 52245 EAST IOWA CITY LOTS BLKIS ]OJ4193D05 5120 DOD RORFRTSON GAVIF [nMJ1n712 8119 D22 $ 400.00 INV-00014353 S 400.00 4,550.00 EXHIBIT B tr , A, CITY OF IOWA CITY 410 East Washington Street Iowa City, Iowa 52240-1826 1319f 356-5000 February 14, 2023 (3I9) 356-5009 FAX www.icgov.org «Property_Owneru «Mailing_Addressa «City», «State», «Zip» Dear Property Owner: This is to notify you that the City Council will be considering a resolution on February 21, 2023 that will assess against your property the cost that the City has incurred to do one of the following: unpaid mowing, clean-up of property, snow removal, sidewalk repair, or stop box repair charges. Enclosed for your information is a copy of the bill. If the City Council approves the assessment against your property, the amount will be collected by the Johnson County Treasurer in the same manner as a property tax. The City Council meeting begins at 6:00 pm and is held at Harvat Hall, City Hall, 410 E. Washington St., Iowa City, Iowa. If you want to challenge the assessment, you are advised to come to the City Council meeting. You may also submit a letter or email to the City Council. The mailing address is: City Council, % City Clerk, 410 E. Washington St., Iowa City, IA 52240 and the email address is ccuncifa-iowa-citv.org Please note that all communication with City Council is a public record. If you pay the amount due in full before the City Council meeting, the resolution will not include an assessment against your property. You can make the payment by mailing or coming in person to the City Clerks office, 410 East Washington Street, between the hours of 8.00 a.m. and 5:00 p.m. If property is assessed and the amount is not paid within the specified 30 days, interest will accrue at a rate set by the City Council. If you have any questions about the resolution, please contact my office at 356-5043. Sincerely, Kellie Fruehling City Clerk Enc. Copy to: Accounting Division -w/o enc. EXHIBIT A-1 VVTV OF FOWA CITY ASSESSMENT SCHEDULE OF UNPAID WEED REMOVAL_ SIDEWALK REPAIR. SNOW REM6VAL, STOP BOY REPAIR, AND PROPERTY CLEANUP PmM,ew Address 1 Lena]D.mlrnUnn Parcel NuMber AppImPed ValO Property owner Se"IMCSI Rendered Date Of SMI SCOst Of SeOfKA IMOICe Balance OutAundin 736 KIRKWOOD AVE BORl NDjPL6CE LOT 12 BLK4 in151RR015 6 ]fifi 47n,nn KEIIH, ROBERT EDWARDIBONAR, CART Y WRONAR DONNA 3EAN Serial Pick]_In W1212022 S 93,75 94995 S i^I 93.75 B03 5 VAN BUREN ST LYON'S 1ST ADO OTS 1 & 2 BLK 3 10151S40Y3 $ 334 970A0 KELLY, ELUOT R/KELLEY SARAH Scecial PickUo 7 29t2022 $ 137.00 943 9 S 137.00 B03 5 VAN BUREN ST LYON'S SST ADDITION LOTS 1 & 2 BL ln15154nl3 R 114 97n,W KFLI Y ELUOT RIKELLEY SARAH - n ml PicW. 9/12022 S 1 0 94393 A 149.50 6A9 S GOVERNOR ST STROHMS AMMON 5 50' LOT 15 & N 10LOT 14 BL 1015178006 23I 450.M MLIEP. JEFFERY JJMDLER 5U5AN speowl PickU 10 2022 96.50 94991 96.50 830 E BURLINGTON BY IOWA CITY ORIGINAL TOW 5 65' LOT 8 BLK 1 04R)ni4 a 3967RO.nn 930 BURLINGTON RESIDENTAL OOPERATTVE TNC Soedal Pickup 8141 2 4 95.00 94405 1 E 95.00 EXHIBIT A-2 CITY OF IOWA CITY ASSESSMENT SCHEDULE OF UNPAID WEED REMOVAL, SIDEWALK REPAIR, SNOW REMOVAL, STOP BOX REPAIR, AND PROPERTY CLEANUP Property Address Legs[Desvipff— Peeul NUlnBx nlseGVYue ProPertY Owne, Seew"I RenEeeeL BaLPLRAF-11.1.1 AMR.(&-dr. Sn A xalanre (IUMantllno I236 CORONADO LN IOWACEEN M6224 THEPAWADES. FIR5TADDIIIONIOFa 1002215904 520.949 RISER. LOCI L; MLEK KIMBERLY A SO01i29362 612612UZ 29L,09 INV UGG13226 $ 2oD,9D MEG KEOKOK 5T IOWA CITC IA 52>. -1 OUTLOTA DESC AS AUDITOR'S PARCEL 2017023 IN SURVEY BE 61 PG66 10221MO13 56984991AM INVESTMENTS OF IOWA CITY,LLC COM220365 6/26/2022 5 INV'OOD13221 5 250" 1_)l_R MDRNIN_G_SI IOWA CITY. IF _522_45 M_. INGSIOE ADDITION LOT545&4fi eLK5 1011451009 S32S60P BENSON. STEPHEN IOHN COM2204ID 7/3112022 SCREW INV OO13871 5 300.O0 228 BBDW.N ST IOWA CITY.[A U245 W 81N 6 4ff:535; E IT; S 38'; E 8; 59Y&E ST TO BEG EKC LANDDESCI 58 PG 201 10102020}I 5429.800'PU, ONHSIANG OOM220450 lIZO225 250.W INVOOD13972 5 SERUM 1232 E DAVENPORT ST IOWA CITY, IA 52245 PLEASANT PEACE END SU ION LOTS 2,3&4 BILK ERC LAND DESC IN BK267PG 149 1011252002 $253.290 IPEATE DAVIDIN COM220491 11 7/31/2022 5 3W,00 INV00013876 5 31000 IBi_R 1I_ANA IT IO_WA f_Fry A11140_ J11NIADDI1IONS29314'LOT3RLK5 lN1ER2EENAj $208810 WHIL, WILLIAM R'. STEVENG JESSICA L COM22-DRO TR21202$ 5 SIDLED INV-00013827 5 $$D, CO 9h1NGOKPN0R5T IDWIICRY.KS]2e5 ALONG EL GOVERNOR ST 11V TO BEG; NEWLY SO; RELY 41 ON, OF L0T518& 19 ED. SELY PARALLEL WITH FEE OF W3484024 IRWOR2 IVACK BUILDERS GROUP, LLC 2OM 49 %jivan2i 350,00 INV00015326 5 3SO00 2 T S LINN ST IOWA CITY, IA 5224D IOWA CITY (ORIGINAL TOWN) LOT S & 126 2/3' LOT 2 8IX 66 DC EST OF 54,5'& E%C WCV OP N 25.92'OF 531 301031 SL828,890 215 LINN IOWA PROPERTY, LLC COM22-0774 EROSI0S $ 35000 INVA0015322 $ 35DOO Ill 3 N GOVERNOR ST IOWA CITY, 1A 1121 KIMBALL CORNER ADDITION LOT 300349W02 660 !iALTERCONSTRUCTIONC PANY.LLC COM2208M IW212022 5 251 INY-0OBL328 $ 250M 420 TERRACE RO IOWA CItt, IA 52245 COVNf HI LLADDITION PART 2 REVISED LOT TOY ]0132WOOS $218,950 ��VI_RRNFR,R TF COM22-RGA VAR021 5 EWER INV 00014169 5 CORNER 409 S VIE IOWA CITY, IA 52245 RIDGEWOOD LOT 23&1/331NT M RIDGEWOOD PARK fo142R. 52n12M iA WFStEv CDM]2-0546 91412022 5 200.00 INWOOO14168 5 200.W 31Id WEi}FRN ROlOWA LOI:IA52l90 FNR MEADOW54O6NION nx UxRLOTj2Dµ it 1023198011 $ 60 WDERSON, CHARLA LEE COM2201 814/2021 5 GCTD INV00014170 5 50000 1226 E DAVENPORT IDWA CRY, IA 52245 RENO 51 ON N LINE COT 5, THENCE N 5Y THENCE 1100 THENCE 5 IN THENCE W 10V THENCE N 2P TO PON 1011252OW SIB$920 NEPTUNE LOGO COMPANY iC\OM224490 81 5 IONIC INV 00D14172 $ 2000D JOBS FOUR VIEW IOWA CITY, IA 52246 WIN CAE SUBDIVISION PART 5 LOT 138 102020, Ills CRINGED BRAD REAL ESTATE. LLC COMA0609 B(232022 5 200.00 INV-80814348 $ EUCLID 5135 RIVERSIDE IOWA CITY IA 52246 AVE BE RIVERSIDE DR; 519` W 128; N EST; E LEW TO BEG, EKC ROW DESC IN RK 5781 PG 221& PRO ROW EPIC IN DO 5973, PG 1016109005 5440000 RIO RIVERSIDE, LLC iCOM220683 8/18/2022 $ 250A INPING 4GO $ 350Cp 418DO0OIVES IOWACRTIA52246 WISE ADDITION LOT 31 I01640201I 512Z09O INIERMAN.HUNTER iCOM22.0224 5126/2022 $ 250.00 INV OW13952 $ 250OD 418 DOUGIASS IOWA CITY IA 52245 WISE ADDITION LOT II 1016402011 SPEEDED IISHMAN. H LINTER IUOM220224 "'N,. 8123/2D225 250.001NV-00014350 5 "OHO 2102 F ST IOWA CITY, IA 52245 EAST IOWA CITY LOT 3 FLY 15 1014193005 BUGGEED NOBERISON, GAYLE tcOMESDI IW2022 $ 400,CO INV-OIKS14353 R 40ROD 5,250N0 EXHIBIT A-2 �. C2TY Of[OWR Clri Il55ESSTlEl4i5CNEDUkE OF LNPA I0 WEED 9IEM*VA1,S1DkWAE4 FWAIR-SNOW REl OM. 53OP DOX R!/AIR,AHOPROP{RIY I!AN P ►dd,— Lgw vice-i P-4 thenb.l Appiiflm Yd.c PYep. IV Dw[Re/ MA./ArM 04la of Sark.• DASd.l Sark. mr.I.4a 114WCeOWwndl 1716 CDRDNADDINIOWA CITr-IA_ 245 THEPALISADES-FIRSTADDITIONLOTB /002255004 SM 94D ArEEK IA"05 I_ Mfrk#W&[ALY A CDM22-0367 6116/1.71 5 m Euv-_Dwi2i76 S OUTLOT A DESC AS AUDITORY PARCEL 201 ]0231N 5URVEV BK 61 W 6_6 10))IGBGl3 569A 49Q IAM WVFSTMFNIS OF IOWACITY II POMJ]d1a65 6126MD21 MUM INV-00013221 $ 25000 MDR nnl (ION TOTS dS & d6 RI K S 1011451 D09 5176 6GD BFNSON STFPHFN IOHN EDM]Ja41O ] 60613511 S 21. BROWN IT IDWA CITY IA 12245 W BD; NL 40', S 3S, E 27', S 38', E R, S 92'&E85'TO BEG EXC LANO OI! K6SB PG 101 1010202011 S429 BOO YU. MEI-HSIANG CDM2x-0450 T/3172D]] s 150001N L237 F DAVENPORT IT IDWA CITY IA 57245 P(EASANTPLA[F2 UM*IVI510NLOTS2,3&4BLKSEXC LAND DESC W Pc l67 PG 52971L@ PEATE. DAVIDW CDM22-0491 -1/2O2] S 3DDOo INV-000L3A)6 j i nu OLAN. YT WWA EFTY iA S22e0 ILNr. S ADDI IIDN S 7A 1/4'ID13Ra 5N15426L. 52N B70 LLIH1, VMIL441R 5TF4FNc,1F-CAJ CaM22GA7 7g722a2a S SS.M INV•00013877 5 ISOM 181% M ON SOn LH ICYNA fcM TA 5220 4se^D6 532a, SSG COVAN MANON, LOVAN, NATASHA EnM]2.naac P? no27 S S 250 DD LWi 410 N GAWN SI-wwA 0TY a72245 ALONG EA GO VERNON 51131' TO BEG; N WLY 50; YALONG AUL _ F _ 11 __ __ _H FA nF m_)u — 592560 MAFK__u__nFRS G-0—Llc 1110AIG221 5 35DM iN 5 350 DD 211[INN IT IDWA CITY IA 52240 IOWA CITY )ORIGINAL TOWN) LOT 1 & E 26 213' LOT 2 BLK 6 EXC W2A7'OF145'& EXC W 67' OF N 2S 92' OF S 3042' S1.R1RR9^ 7il U11NIpWA ]HNPFAf I-LLL' COM22-0774 10/212022 S 3SO LID INV-00015317 S IS— UFRINnR ST rwA(ITY IASJ)45 KIMBAfI CORNER ADDITION 1— 100 0002 542.660 SALTER CONSTRUCIIO OMPANY LLC COM)).DB64 111lf— ]Sll lln I C y0 I MACE AD IDWA ORLM 0245 N PART 2 RFVISFD 10T IOT 3202-1 CJIA 9S0 WDFRNFR RFRTF 1:f=M]]-05J9 472022 S 20000 ALY3I nil Caw- M 53 45 nn Ln T23& I]uIn!T LNA1�cwnnn PaRK i!°4 2072 S 2 M= INV-0001416B 5 2L1L1110 -TWA 1lJe w[ST[RN An Inure PITY-1A 5224n dTH UNIT I OT I] RI K II FAIR MF4MWS ADnITION, _ _ItU_3_19B_0_Jl _ S] 66 ---, D_ERSO_H. C_IIRILL_A LE_E fDMJ2-OBIS a_/4hnl] j _m INV,QW1417n_ _ 1]16 F DAVFNPORT IDWA CITY IA 57745 NEW ST ON N LINE LOT 5, THENCE N 55' THENCE E 300'THENCE77 175- THENCE W I00'(HENCE N 20'TO POB .�.....�� -.--9. NFP.*L.. I ....��-..-.. COM22-0490 B/dll Dxx 5 20000 _ INwDD0141 )2 1 5136 p1V[iW7Elo1VA'G[1'. IA 5720 AVE & RIVERSIDE DR, S IS7', W 176'; N 160'; E 159' 10 BEG, EXC P.nw n_ C2NaK5721 Pr 22&FXCIM nFSC LN Aw s?2a P_ C44nnm rn--_ul]2s. 5?? IV Ia11077 S INY.—LA:A? 5 xsam 4is pOVGLA IDWA C/TY P1522dl, W1 IF ADOII(IN AOF I C-27--n NIFRMAN H12NTFR COM]J-n)2^- simnel) 5 25am S xsD.w 41B DOUGLA55 IDWA CITY IA 52246 W134 ADDIlK1N 10111 ? NIEAMAN. HUNTER COM22-p229 ./ 12.27 5 25000 INV-"143SG S )50 DG 21DT F STIDWA CITY IA 6]243 EAST IDWA CITY I.11 BLK I S 101,1MOG5 5120010 .OBFRTSON-G.11 M22-0TI) A/19120)] S 400001NV-09014353 s 5,30000 to Handouts Distributed a a)-a3 (Date)