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HomeMy WebLinkAbout01/20/2015THE CITY COUNCIL OF THE CITY OF WATERLOO, IOWA, REGULAR SESSION TO BE HELD AT THE HAROLD E. GETTY COUNCIL CHAMBERS Tuesday, January 20, 2015 5:30 PM CITY OF WATERLOO GOALS 1. Support economic development efforts that attract, retain and create quality jobs resulting in a diverse economic base and increased population. 2. Continue to support implementation of the Downtown Master Plan. 3. Facilitate and promote the development of housing options to meet the needs of current and future Waterloo citizens. 4. Develop a customer -centered service delivery approach. 5. Seek additional opportunities to share services and resources with other government entities. 6. Collaborate with statewide elected officials to reduce the burden on local property taxes. 7. Address the changing public workforce needs in Waterloo. 8. Enhance and protect a diverse, family-oriented community where neighborhoods are safe and well maintained. 9. Enhance the quality of place opportunities for the citizens of our community. General Rules for Public Participation 1. At the chair/presider's discretion, you may address an item on the current agenda by stepping to the podium, and after recognition by the chair/presider, state your name, address and group affiliation (if appropriate) and speak clearly into the microphone. 2. You may speak one (1) time per item for a maximum of five (5) minutes as long as you have registered with the City Clerk's office no later than 4:00 p.m. on the day of the Council Meeting. If not registered with the City Clerk's office you may speak one (1) time per item for a maximum of three (3) minutes. 3. If there is a hearing scheduled as part of an agenda item, the chair/presider will allow everyone who wishes to address the council, using the same participation guidelines found in these "general rules". 4. Although not required by city code of ordinances, oral presentations may be allowed at the chair/presider's (usually the Mayor or Mayor Pro Tern) discretion. The "oral presentations" section of the agenda is your opportunity to address items not on the agenda. You may speak one (1) time per item for a maximum of five (5) minutes as long as you have registered with the City Clerk's office no later than 4:00 p.m. on the day of the Council Meeting. If not registered with the City Clerk's office a speaker may speak to one (1) issue per meeting for a maximum of three (3) minutes. Official action cannot be taken by the Council at that time, but may be placed on a future agenda or referred to the appropriate department. 5. Keep comments germane and refrain from personal, impertinent or slanderous remarks. 6. Questions concerning these rules or any agenda item may be directed to the Clerk's Office at 291-4323. 7. Citizens are encouraged to register with the Clerk's Office by 4:00 p.m. on Monday of the day of the City Council meeting to appear before the City Council (may also register by phone). Registered speakers will be given first priority. Roll Call. Moment of Silence. Pledge of Allegiance Dennis Clark, General Manager of Waterloo Water Works Agenda, as proposed or amended. Minutes of January 12, 2015, Regular Session, as proposed. Presentation from Mark Pregler of the Black Hawk County Landlords Association of a $1,000 donation to the Police Department for body cameras for the police officers. 1. Consent Agenda: (The following items will be acted upon by voice vote on a single motion without separate discussion, unless someone from the council or public requests that a specific item be considered separately.) A. Resolution to approve the following: 1 Bills Payment, Finance Committee Invoice Summary Report, a copy of which is on file in the office of the City Clerk. 2. Resolution approving Order Accepting Acknowledgment/Settlement Agreement in the amount of $300.00 with Prime Mart #3, 1008 LaPorte Road, Waterloo, Iowa for sale of tobacco products or cigarettes to persons under 18 years of age. Submitted By: David R. Zellhoefer, City Attorney 3. Resolution approving the request of Miranda Henningsen for tax exemptions on the construction of a new single family home valued at $133,000 for the property located at 929 W. Parker St. and located within the Consolidated Urban Revitalization Area (CURA). Submitted By: Noel Anderson, Community Planning & Development Director 4. Resolution approving the request of Alexis Porter for tax exemptions on the construction of a new single family home valued at $150,000 for the property located at 2152 Burton Ave. and located within the Consolidated Urban Revitalization Area (CURA). Submitted By: Noel Anderson, Community Planning & Development Director 5. Resolution approving the request of Howard Allen Investments Inc for tax exemptions on the construction of a commercial building valued at $200,000 for the property located at 1328 La Porte Rd and located within the Consolidated Urban Revitalization Area (CURA). Submitted By: Noel Anderson, Community Planning & Development Director 6. Resolution approving the request of Janice Meinert for tax exemptions on the construction of a new single family home valued at $250,000 for property located at 4716 Yellowstone Dr., and located in the City Limits Urban Revitalization Area (CLURA). Submitted By: Noel Anderson, Community Planning & Development Director 7. Resolution approving the request of Doris Randall for tax exemptions on the construction of a new twin home valued at $150,000 for property located at 5916 Summerland Dr., and located in the City Limits Urban Revitalization Area (CLURA). Submitted By: Noel Anderson, Community Planning & Development Director 8. Resolution approving the request of Wayne & Debbie McClain for tax exemptions on the construction of a new twin home valued at $150,000 for property located at 5491 Summerland Dr, and located in the City Limits Urban Revitalization Area (CLURA). Submitted By: Noel Anderson, Community Planning & Development Director 9. Resolution approving the request of Spencer Schuchmann for tax exemptions on the construction of a new twin home valued at $150,000 for property located at 5918 Summerland Dr., and located in the City Limits Urban Revitalization Area (CLURA). Submitted By: Noel Anderson, Community Planning & Development Director 10. Resolution approving the request of Elvis Alicic for tax exemptions on the construction of a new single family home valued at $275,000 for property located at 5060 William Dr., and located in the City Limits Urban Revitalization Area (CLURA). Submitted By: Noel Anderson, Community Planning & Development Director 11. Resolution approving the request of Holly Bradley for tax exemptions on the construction of a new single family home valued at $500,000 for property located at 5050 South Fork Ln., and located in the City Limits Urban Revitalization Area (CLURA). Submitted By: Noel Anderson, Community Planning & Development Director B. Motion to approve the following: 1. TRAVEL REQUESTS a. Lt. Aaron McClelland & Lt. Jason Feaker Class/Meeting: SWAT Command Decision Making Leadership Course Destination: Minneapolis, MN Dates: 3/8/15 - Amount not to exceed: $2,851.00 3/13/15 b. Julie Snider, Executive Director; Wanda Hill -Dorris, Housing Coordinator; & Janet Wessels, Housing Class/Meeting: Iowa NAHRO 2015 Spring Conference/Training Destination: Des Moines, IA Dates: 4/8/15 - Amount not to exceed: $1,912.00 4/10/15 c. Suzy Schares, City Clerk/HR Director; Nicole Fischels, HR Specialist; & Nancy Culpepper, HR Administrative Secretary Class/Meeting: Iowa Employment Conference Destination: Altoona, IA Dates: 4/22/15 - Amount not to exceed: $840.00 4/23/15 d. Investigator Michael Girsch Class/Meeting: Authorized Central Container Program Destination: Iowa City, IA Dates: 2/10/15 - Amount not to exceed: $455.00 2/12/15 2. LIQUOR LICENSES a. The Broken Record, 315 West 4th Street Class: C Liquor, Outdoor Service New Application Includes Sunday Expiration Date: 12/31/15 b. Locker Room, 1918 Hawthorne Avenue Class: C Liquor, Outdoor Service Renewal Includes Sunday Application Expiration Date: 12/31/15 c. The Other Place, 360 E. Ridgeway Avenue Class: C Liquor Renewal Includes Sunday Application Expiration Date: 1/25/16 d. Legends Sports Grill, 118 Commercial Street Class: C Liquor New Application Includes Sunday Expiration Date: 1/19/16 3. Recommendation of appointment of Mark Knudtson for the position of Equipment Operator II, effective January 26, 2015. Submitted By: Mark Rice, Public Works Director 4. Bonds PUBLIC HEARINGS 2. Purchase of One (1) 2015 275HP Chipper Unit for the Forestry Division Motion to receive and file proof of publication of notice of public hearing. HOLD HEARING --No comments on file. Motion to close hearing and receive and file oral and written comments. Resolution confirming approval of specifications, bid document, etc. Resolution authorizing to proceed. Motion to receive and file and instruct City Clerk to read bids and refer to Public Works Director for review. Submitted By: Mark Rice, Public Works Director 3. Purchase of Two (2) Ford F-350 Pickup Trucks for the Leisure Services Department Motion to receive and file proof of publication of notice of public hearing. HOLD HEARING --No comments on file. Motion to close hearing and receive and file oral and written comments. Resolution confirming approval of specifications, bid document, etc. Resolution authorizing to proceed. Motion to receive and file and instruct City Clerk to read bids and refer to Public Works Director for review. Submitted By: Mark Rice, Public Works Director 4. Waterloo Center for the Arts Restroom Renovation Motion to receive and file proof of publication of public hearing. HOLD HEARING --No comments on file. Motion to close hearing and receive and file oral and written comments. Resolution confirming approval of plans, specifications, form of contract, etc. Resolution ordering construction. Motion to receive and file and instruct City Clerk to read bids and refer to Building Official/Maintenance Administrator for review. Submitted By: Craig Clark, Building Official/Maintenance Administrator RESOLUTIONS 5. Resolution approving Convention & Visitors Bureau (CVB) Board recommendations for funding of hotel -motel tax mini -grant application in the amount of $25,000 to Main Street Waterloo. Submitted By: Aaron Buzza, Executive Director of Waterloo Convention & Visitors Bureau 6. Resolution approving Housing Enterprise Zone Program Agreement No. 14-HEZ- 181 with Iowa Department of Economic Development and Black Hawk Contracting and Development, Inc for the construction of six (6) new housing units, generally located at the corner of East 3rd Street and Lafayette Street within Enterprise Zone boundaries; and authorize Mayor to execute said document. Submitted By: Noel Anderson, Community Planning & Development Director 7. Resolution approving Housing Enterprise Zone Program Agreement No. 14-HEZ- 172 with Iowa Department of Economic Development and Skogman Construction Company of Iowa for the construction of twenty (20) new housing units, generally located south of Sarah Drive and east of Alexandra Drive within Crossroad Estates Replat No 1 within Enterprise Zone boundaries; and authorize Mayor to execute said document. Submitted By: Noel Anderson, Community Planning & Development Director 8. Resolution approving Housing Enterprise Zone Program Agreement No. 14-HEZ- 173 with Iowa Department of Economic Development and Skogman Construction Company of Iowa for the construction of eighteen (18) new housing units, generally located south of Sarah Drive and east of Alexandra Drive within Crossroad Estates Replat 1 and within Enterprise Zone boundaries; and authorize Mayor to execute said document. Submitted By: Noel Anderson, Community Planning & Development Director 9. Resolution approving a variance to the requirements of the Subdivision Ordinance in Secton 11-3-2(C) Preliminary Plat Approval and Section 11-3-3(D) Application Procedure, relating to the approval of the Preliminary and Final Plats of Summerland Condos North First Addition. Submitted By: Noel Anderson, Community Planning & Development Director 10. Resolution approving the request by Brent Dahlstrom for the 11 -lot Preliminary Plat of Summerland Condos North First Addition, located west of Dysart Road and north of Summerland Drive. Submitted By: Noel Anderson, Community Planning & Development Director 11. Resolution approving the request by Brent Dahlstrom for the 11 -lot Final Plat of Summerland Condos North First Addition, located west of Dysart Road and north of Summerland Drive. Submitted By: Noel Anderson, Community Planning & Development Director 12. Resolution approving the request by Black Hawk Contracting and Development for the 4 -lot Final Plat of Hawthorne Estates First Addition, located at the southeast corner of Vermont Street and Hawthorne Avenue. Submitted By: Noel Anderson, Community Planning & Development Director 13. Resolution accepting the award of not to exceed $3,000,000 for project costs and not to exceed $61,224 for general administration from the Iowa Economic Development Authority (IEDA) for Multi -Family New Production Round 6 and approve an amendment to Contract 08-DRH-211 by adding the Supplemental Community Development Block Grant award for the Grand Crossing project; and authorize the Mayor and City Clerk to execute said documents. Submitted By: Aric Schroeder, City Planner 14. Resolution approving Construction Plans for relocated storm sewer serving Lot A in Crossroads Retail Center Addition, as submitted by Helland Engineering & Surveying, Ltd. of Cedar Falls, Iowa. Submitted By: Dennis Gentz, P.E., Assistant City Engineer ORDINANCES 15. Rezone request by GMJ2 of Waterloo, Iowa to rezone 61.11 acres from "A-1" Agricultural District, "C-2" Commercial District and "M-1" Light Industrial District to "R -1,R -P" Planned Residence District, located at the northeast corner of East Shaulis Road and Texas Street, directly east of Highway 218. HOLD HEARING (tabled from December 22, 2014)—Comments on file in the City Clerk's office. Motion to close hearing and receive and file oral and written comments and recommendation of approval of Planning, Programming and Zoning Commission. Motion to receive, file, consider and pass for the first time an Ordinance amending Ordinance No. 5079, as amended, City of Waterloo Zoning Ordinance, by amending the Official Zoning Map referred to in Section 10-4-4, Approving a Rezone on Certain Property. Motion to suspend the rules. Motion to consider and pass for the second and third times and adopt ordinance. Submitted By: Noel Anderson, Community Planning & Development Director OTHER COUNCIL BUSINESS ORAL PRESENTATIONS ADJOURNMENT Motion to adjourn. Suzy Schares, CMC City Clerk/Human Resource Director MEETINGS 4:10 p.m. Appeal Hearing, Harold E. Getty Council Chambers 4:20 p.m. Council Work Session, Harold E. Getty Council Chambers 5:00 p.m. Ordinance Committee, Harold E. Getty Council Chambers 5:10 p.m. Finance Committee, Harold E. Getty Council Chambers PUBLIC INFORMATION 1. Community Development Board Minutes of December 16, 2014 on file in the City Clerk's Office. 2. Communication from Police Department on the retirement of Catherine Smith, Secretary, effective December 31, 2014, with recommendation of approval of payout of $5,100.38 for unused benefits. City of Waterloo Finance Committee Open Invoice Report For January 20 2015 Approval Finance Committee Accounts Payable Open Invoice Report Total As of Friday, January 16, 2015 EFT Transactions: 1,570,148.47 Add: Wellmark EFT 145,454.99 Subtotal - as of Tuesday, January 20, 2015 Workers Compensation Issued by TPA Housing Authority Housing Assistance EFT's Housing Authority Housing Assistance EFT's Payroll 1,715,603.46 I 3,041.52 1,063.63 I Bill Payment Total - Tuesday, January 20, 2015 1,719,708.61 Payment to Council members or related entities: BEFORE THE WATERLOO CITY COUNCIL IN RE: PRIME MART #3 ORDER ACCEPTING 1008 LAPORTE ROAD ACKNOWLEDGMENT/SETTLEMENT WATERLOO, IOWA 50702 AGREEMENT—FIRST VIOLATION On this 20th day of January, 2015, in lieu of a public hearing on the matter, the Waterloo City Council approves the attached Acknowledgment/Settlement Agreement between the above - captioned permittee and the City of Waterloo. Therefore, the Waterloo City Council FINDS that the above -captioned permittee has remitted to the City of Waterloo a civil penalty in the amount of Three Hundred Dollars ($300.00). Be advised that this sanction will count as a First Violation of Iowa Code §453A.2(1), pursuant to Iowa Code §453A.22(2)(a). IT IS, THEREFORE, ORDERED that the judgment in this matter is hereby satisfied. ..,7 Id rrnest G. Clark, Mayor ATTEST: uzy Sch es, City Clerk Prepared by Carol Nemmers, Deputy City Clerk, City of Waterloo, 715 Mulberry Street, Waterloo, IA 50703, (319) 291-4323. RESOLUTION NO. 2015-26 RESOLUTION APPROVING ORDER ASSESSING PENALTY OF FIRST VIOLATION AND ORDER ACCEPTING ACKNOWLEDGMENT/SETTLEMENT AGREEMENT - FIRST VIOLATION FOR PRIME MART #3, 1008 LAPORTE ROAD, AND DIRECTING EXECUTION OF SAID ORDER BY MAYOR. BE IT RESOLVED BY THE COUNCIL OF THE CITY OF WATERLOO, IOWA, that the Order Assessing Penalty of First Violation and Order Accepting Acknowledgment/Settlement Agreement - First Violation dated January 20, 2015, in the amount of $300.00, in conjunction with First Violation of Iowa Code 453A.2(1) selling, giving, or otherwise supplying any tobacco, tobacco products or cigarettes to any person under eighteen years of age for Prime Mart #3, 1008 LaPorte Road, Waterloo, Iowa, be and the same is hereby approved, and the Mayor and City Clerk authorized to execute the same in behalf of the City of Waterloo, Iowa. PASSED AND ADOPTED this 20th day of January, 2015. Ernest G. Clark, Mayor ATTEST: Su Sch.res, MC City Cler i Prepared by Carol Nemmers, Deputy City Clerk, City of Waterloo, 715 Mulberry Street, Waterloo, IA 50703, 319-291-4323. RESOLUTION NO. 2015-27 RESOLUTION APPROVING APPLICATION WITH MIRANDA HENNINGSEN FOR TAX EXEMPTIONS ON THE CONSTRUCTION OF A NEW SINGLE FAMILY HOME VALUED AT $133,000.00 FOR PROPERTY LOCATED AT 929 WEST PARKER STREET IN THE CONSOLIDATED URBAN REVITALIZATION AREA (CURA), IN THE CITY OF WATERLOO, BLACK HAWK COUNTY, IOWA. WHEREAS, Miranda Henningsen has submitted an application dated January 5, 2015 to the City Council of the City of Waterloo, Iowa, requesting to receive tax exemptions on the construction of a new single family home valued at $133,000.00 for property located at 929 West Parker Street, more fully described as follows: Tract 5 of Plat of Survey Doc. #2012-05789 being a part of Lots 5 and 6, Block 14, Second Addition to Grand View Place, Waterloo, Iowa. Subject to easements, restrictions, covenants, ordinances and limited access provisions of record; and, WHEREAS, said property is located within the designated Consolidated Urban Revitalization Area (CURA) in Waterloo, Iowa, as previously established by the City Council of the City of Waterloo, Iowa, and, WHEREAS, the new construction project respecting said property is in conformance with the Consolidated Urban Revitalization Area (CURA) Plan as officially adopted by the City Council for the City of Waterloo, Iowa, and WHEREAS, the new construction on said property was made during the time in which such improvements are eligible for the tax exemption as set forth in the Consolidated Urban Revitalization Area (CURA) Plan as adopted by the City Council of the City of Waterloo, Iowa, and as set forth in the Urban Revitalization Act as adopted by the Legislature of the State of Iowa and signed by the Governor of the State of Iowa, and WHEREAS, said applicant is requesting the following three- year exemption schedule: For the first year For the second year For the third year 100% 100% 100% NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF WATERLOO, IOWA, that said application is hereby approved and the City Clerk is hereby authorized and directed to forward said application and a copy of this resolution to the Assessor. Resolution No. 2015-27 Page 2 PASSED AND ADOPTED this 20th day of January, 2015. Ernest G. 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A../.4g1 nest G Clark, Mayor Prepared by Carol Nemmers, Deputy City Clerk, City of Waterloo, 715 Mulberry Street, Waterloo, IA 50703, 319-291-4323. RESOLUTION NO. 2015-29 RESOLUTION APPROVING APPLICATION WITH HOWARD L. ALLEN INVESTMENTS, INC. FOR TAX EXEMPTIONS ON THE CONSTRUCTION OF A NEW COMMERCIAL BUILDING VALUED AT $200,000.00 FOR PROPERTY LOCATED AT 1328 LAPORTE ROAD IN THE CONSOLIDATED URBAN REVITALIZATION AREA (CURA), IN THE CITY OF WATERLOO, BLACK HAWK COUNTY, IOWA. WHEREAS, Howard L. Allen Investments, Inc. has submitted an application dated January 6, 2015 to the City Council of the City of Waterloo, Iowa, requesting to receive tax exemptions on the construction of a new commercial building valued at $200,000.00 for property located at 1328 LaPorte Road, more fully described as follows: Lots Nos. One (1) and Two (2), except the East Sixty- seven (67) feet of each lot, and all of Lots Nos. Three (3) and Four (4) in "Sunkist Addition" in Waterloo, Iowa. Subject to easements, restrictions, covenants, ordinances and limited access provisions of record; and, WHEREAS, said property is located within the designated Consolidated Urban Revitalization Area (CURA) in Waterloo, Iowa, as previously established by the City Council of the City of Waterloo, Iowa, and, WHEREAS, the new construction project respecting said property is in conformance with the Consolidated Urban Revitalization Area (CURA) Plan as officially adopted by the City Council for the City of Waterloo, Iowa, and WHEREAS, the new construction on said property was made during the time in which such improvements are eligible for the tax exemption as set forth in the Consolidated Urban Revitalization Area (CURA) Plan as adopted by the City Council of the City of Waterloo, Iowa, and as set forth in the Urban Revitalization Act as adopted by the Legislature of the State of Iowa and signed by the Governor of the State of Iowa, and WHEREAS, said applicant is requesting the following three- year exemption schedule: For the first year For the second year For the third year 100% 100% 100% NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF WATERLOO, IOWA, that said application is hereby approved and the City Clerk is hereby authorized and directed to forward said application and a copy of this resolution to the Assessor. Resolution No. 2015-29 Page 2 PASSED AND ADOPTED this 20th day ATTEST: uzy S ares, CMC City C'erk January, 2015. Ernest G. Clark, Mayor Prepared by Carol Nemmers, Deputy City Clerk, City of Waterloo, 715 Mulberry Street, Waterloo, IA 50703, 319-291-4323. RESOLUTION NO. 2015-30 RESOLUTION APPROVING APPLICATION WITH JANICE MEINERT FOR TAX EXEMPTIONS ON THE CONSTRUCTION OF A NEW SINGLE FAMILY HOME VALUED AT $250,000.00 FOR PROPERTY LOCATED AT 4716 YELLOWSTONE DRIVE IN THE CITY LIMITS URBAN REVITALIZATION AREA (CLURA), IN THE CITY OF WATERLOO, BLACK HAWK COUNTY, IOWA. WHEREAS, Janice Meinert has submitted an application dated January 8, 2015 to the City Council of the City of Waterloo, Iowa, requesting to receive tax exemptions for the construction of a new single family home valued at $250,000.00 for property located at 4716 Yellowstone Drive, more fully described as follows: Lot 1, Klingaman Park Fourth Addition, Waterloo, Black Hawk County, Iowa (a Re -Plat of Tract C, Klingaman Park Third Addition); and, WHEREAS, said property is located within the designated City Limits Urban Revitalization Area (CLURA) in Waterloo, Iowa, as previously established by the City Council of the City of Waterloo, Iowa, and WHEREAS, the new construction project respecting said property is in conformance with the City Limits Urban Revitalization Area (CLURA) Plan as officially adopted by the City Council for the City of Waterloo, Iowa, and WHEREAS, the new construction on said property was made during the time in which such improvements are eligible for the tax exemption as set forth in the City Limits Urban Revitalization Area (CLURA) Plan as adopted by the City Council of the City of Waterloo, Iowa, and as set forth in the Urban Revitalization Act as adopted by the Legislature of the State of Iowa and signed by the Governor of the State of Iowa, and WHEREAS, said applicant is requesting the following three- year exemption schedule: For the first year For the second year For the third year 100% 100% 100% NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF WATERLOO, IOWA, that said application is hereby approved and the City Clerk is hereby authorized and directed to forward said application and a copy of this resolution to the Assessor. PASSED AND ADOPTED this 20th day of January, 2015. ATTEST: Suzychares, CMC City lerk nest G. `Clark, Mayor Prepared by Carol Nemmers, Deputy City Clerk, City of Waterloo, 715 Mulberry Street, Waterloo, IA 50703, 319-291-4323. RESOLUTION NO. 2015-31 RESOLUTION APPROVING APPLICATION WITH DORIS RANDALL FOR TAX EXEMPTIONS ON THE CONSTRUCTION OF A NEW TWIN HOME VALUED AT $150,000.00 FOR PROPERTY LOCATED AT 5916 SUMMERLAND DRIVE IN THE CITY LIMITS URBAN REVITALIZATION AREA (CLURA), IN THE CITY OF WATERLOO, BLACK HAWK COUNTY, IOWA. WHEREAS, Doris Randall has submitted an application dated January 8, 2015 to the City Council of the City of Waterloo, Iowa, requesting to receive tax exemptions for the construction of a new twin home valued at $150,000.00 for property located at 5916 Summerland Drive, more fully described as follows: Lot 2 in Summerland Farms Replat Lot 1, in the City of Waterloo, Black Hawk County, Iowa. Subject to covenants, restrictions, ordinances, easements, and limited access provisions of record; and, WHEREAS, said property is located within the designated City Limits Urban Revitalization Area (CLURA) in Waterloo, Iowa, as previously established by the City Council of the City of Waterloo, Iowa, and WHEREAS, the new construction project respecting said property is in conformance with the City Limits Urban Revitalization Area (CLURA) Plan as officially adopted by the City Council for the City of Waterloo, Iowa, and WHEREAS, the new construction on said property was made during the time in which such improvements are eligible for the tax exemption as set forth in the City Limits Urban Revitalization Area (CLURA) Plan as adopted by the City Council of the City of Waterloo, Iowa, and as set forth in the Urban Revitalization Act as adopted by the Legislature of the State of Iowa and signed by the Governor of the State of Iowa, and WHEREAS, said applicant is requesting the following three- year exemption schedule: For the first year For the second year For the third year 100% 100% 100% NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF WATERLOO, IOWA, that said application is hereby approved and the City Clerk is hereby authorized and directed to forward said application and a copy of this resolution to the Assessor. Resolution No. 2015-31 Page 2 PASSED AND ADOPTED this 20th da, of January, 2015. est G. Clark, May r ATTEST: zy S. homes, CMC City C erk Prepared by Carol Nemmers, Deputy City Clerk, City of Waterloo, 715 Mulberry Street, Waterloo, IA 50703, 319-291-4323. RESOLUTION NO. 2015-32 RESOLUTION APPROVING APPLICATION WITH WAYNE AND DEBBIE MCCLAIN FOR TAX EXEMPTIONS ON THE CONSTRUCTION OF A NEW TWIN HOME VALUED AT $150,000.00 FOR PROPERTY LOCATED AT 5491 SUMMERLAND DRIVE IN THE CITY LIMITS URBAN REVITALIZATION AREA (CLURA), IN THE CITY OF WATERLOO, BLACK HAWK COUNTY, IOWA. WHEREAS, Wayne and Debbie McClain have submitted an application dated December 31, 2014 to the City Council of the City of Waterloo, Iowa, requesting to receive tax exemptions for the construction of a new twin home valued at $150,000.00 for property located at 5491 Summerland Drive, more fully described as follows: Lot 11 in Summerland Farms Replat Lot 1, in the City of Waterloo, Black Hawk County, Iowa. Subject to covenants, restrictions, ordinances, easements, and limited access provisions of record. and, WHEREAS, said property is located within the designated City Limits Urban Revitalization Area (CLURA) in Waterloo, Iowa, as previously established by the City Council of the City of Waterloo, Iowa, and WHEREAS, the new construction project respecting said property is in conformance with the City Limits Urban Revitalization Area (CLURA) Plan as officially adopted by the City Council for the City of Waterloo, Iowa, and WHEREAS, the new construction on said property was made during the time in which such improvements are eligible for the tax exemption as set forth in the City Limits Urban Revitalization Area (CLURA) Plan as adopted by the City Council of the City of Waterloo, Iowa, and as set forth in the Urban Revitalization Act as adopted by the Legislature of the State of Iowa and signed by the Governor of the State of Iowa, and WHEREAS, said applicant is requesting the following three- year exemption schedule: For the first year For the second year For the third year 100% 100% 100% NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF WATERLOO, IOWA, that said application is hereby approved and the City Clerk is hereby authorized and directed to forward said application and a copy of this resolution to the Assessor. Resolution No. 2015-32 Page 2 PASSED AND ADOPTED this 20th day of January, 2015. Ernest G. Clark, Mayor ATTEST: o Suzy Sch.. -s, CMC City Clerk Prepared by Carol Nemmers, Deputy City Clerk, City of Waterloo, 715 Mulberry Street, Waterloo, IA 50703, 319-291-4323. RESOLUTION NO. 2015-33 RESOLUTION APPROVING APPLICATION WITH SPENCER SCHUCHMANN FOR TAX EXEMPTIONS ON THE CONSTRUCTION OF A NEW TWIN HOME VALUED AT $150,000.00 FOR PROPERTY LOCATED AT 5918 SUMMERLAND DRIVE IN THE CITY LIMITS URBAN REVITALIZATION AREA (CLURA), IN THE CITY OF WATERLOO, BLACK HAWK COUNTY, IOWA. WHEREAS, Spencer Schuchmann has submitted an application dated December 30, 2014 to the City Council of the City of Waterloo, Iowa, requesting to receive tax exemptions for the construction of a new twin home valued at $150,000.00 for property located at 5918 Summerland Drive, more fully described as follows: Lot 1 in Summerland Farms Replat Lot 1, in the City of Waterloo, Black Hawk County, Iowa. Subject to covenants, restrictions, ordinances, easements, and limited access provisions of record. and, WHEREAS, said property is located within the designated City Limits Urban Revitalization Area (CLURA) in Waterloo, Iowa, as previously established by the City Council of the City of Waterloo, Iowa, and WHEREAS, the new construction project respecting said property is in conformance with the City Limits Urban Revitalization Area (CLURA) Plan as officially adopted by the City Council for the City of Waterloo, Iowa, and WHEREAS, the new construction on said property was made during the time in which such improvements are eligible for the tax exemption as set forth in the City Limits Urban Revitalization Area (CLURA) Plan as adopted by the City Council of the City of Waterloo, Iowa, and as set forth in the Urban Revitalization Act as adopted by the Legislature of the State of Iowa and signed by the Governor of the State of Iowa, and WHEREAS, said applicant is requesting the following three- year exemption schedule: For the first year For the second year For the third year 100% 100% 100% NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF WATERLOO, IOWA, that said application is hereby approved and the City Clerk is hereby authorized and directed to forward said application and a copy of this resolution to the Assessor. Resolution No. 2015-33 Page 2 PASSED AND ADOPTED this 20th da f January, 2015. /e4A2/4(4g/e" Ernest G. Clar , Mayor ATTEST: CS Suzy 'shares, CMC City Ilerk Prepared by Carol Nemmers, Deputy City Clerk, City of Waterloo, 715 Mulberry Street, Waterloo, IA 50703, 319-291-4323. RESOLUTION NO. 2015-34 RESOLUTION APPROVING APPLICATION WITH ELVIS ALICIC FOR TAX EXEMPTIONS ON THE CONSTRUCTION OF A NEW SINGLE FAMILY HOME VALUED AT $275,000.00 FOR PROPERTY LOCATED AT 5060 WILLIAM DRIVE IN THE CITY LIMITS URBAN REVITALIZATION AREA (CLURA), IN THE CITY OF WATERLOO, BLACK HAWK COUNTY, IOWA. WHEREAS, Elvis Alicic has submitted an application dated January 9, 2015 to the City Council of the City of Waterloo, Iowa, requesting to receive tax exemptions for the construction of a new single family home valued at $275,000.00 for property located at 5060 William Drive, more fully described as follows: Lot 13, Klingaman Park Fourth Addition, Waterloo, Black Hawk County, Iowa (a Re -Plat of Tract C, Klingaman Park Third Addition); and, WHEREAS, said property is located within the designated City Limits Urban Revitalization Area (CLURA) in Waterloo, Iowa, as previously established by the City Council of the City of Waterloo, Iowa, and WHEREAS, the new construction project respecting said property is in conformance with the City Limits Urban Revitalization Area (CLURA) Plan as officially adopted by the City Council for the City of Waterloo, Iowa, and WHEREAS, the new construction on said property was made during the time in which such improvements are eligible for the tax exemption as set forth in the City Limits Urban Revitalization Area (CLURA) Plan as adopted by the City Council of the City of Waterloo, Iowa, and as set forth in the Urban Revitalization Act as adopted by the Legislature of the State of Iowa and signed by the Governor of the State of Iowa, and WHEREAS, said applicant is requesting the following three- year exemption schedule: For the first year For the second year For the third year 100% 100% 100% NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF WATERLOO, IOWA, that said application is hereby approved and the City Clerk is hereby authorized and directed to forward said application and a copy of this resolution to the Assessor. PASSED AND ADOPTED this 20th day of January, 2015. Ernest G. Cla,;7'/&47//// rk, Mayor ATTEST: Suzy Scares, CMC City Clerk Prepared by Carol Nemmers, Deputy City Clerk, City of Waterloo, 715 Mulberry Street, Waterloo, IA 50703, 319-291-4323. RESOLUTION NO. 2015-35 RESOLUTION APPROVING APPLICATION WITH HOLLY BRADLEY FOR TAX EXEMPTIONS ON THE CONSTRUCTION OF A NEW SINGLE FAMILY HOME VALUED AT $500,000.00 FOR PROPERTY LOCATED AT 5050 SOUTH FORK LANE IN THE CITY LIMITS URBAN REVITALIZATION AREA (CLURA), IN THE CITY OF WATERLOO, BLACK HAWK COUNTY, IOWA. WHEREAS, Holly Bradley has submitted an application dated January 9, 2015 to the City Council of the City of Waterloo, Iowa, requesting to receive tax exemptions for the construction of a new single family home valued at $500,000.00 for property located at 5050 South Fork Lane, more fully described as follows: Lot 15 in South Fork Estates, City of Waterloo, Black Hawk County, Iowa; and, WHEREAS, said property is located within the designated City Limits Urban Revitalization Area (CLURA) in Waterloo, Iowa, as previously established by the City Council of the City of Waterloo, Iowa, and WHEREAS, the new construction project respecting said property is in conformance with the City Limits Urban Revitalization Area (CLURA) Plan as officially adopted by the City Council for the City of Waterloo, Iowa, and WHEREAS, the new construction on said property was made during the time in which such improvements are eligible for the tax exemption as set forth in the City Limits Urban Revitalization Area (CLURA) Plan as adopted by the City Council of the City of Waterloo, Iowa, and as set forth in the Urban Revitalization Act as adopted by the Legislature of the State of Iowa and signed by the Governor of the State of Iowa, and WHEREAS, said applicant is requesting the following three- year exemption schedule: For the first year For the second year For the third year 100% 100% 100% NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF WATERLOO, IOWA, that said application is hereby approved and the City Clerk is hereby authorized and directed to forward said application and a copy of this resolution to the Assessor. PASSED AND ADOPTED this 20th day of January, 2015. ATTEST: Suzy St City C hares, CMC erk Ernest G. Clark, Mayor TRAVEL REQUEST CITY OF WATERLOO FINANCE DEPT. LINE ITEM USED FY _2015_ BUDGETED EXPENDED YTD THIS REQUEST LEFT AFTER THIS REQUEST DATE Original - Clerk/Finance STAFF ONLY 010-11-1100-1346 36,-,v /G, tfO/ rJ lW / -/ -"Ai/ `.1 Copy - Department NAME(S) AND POSITION(S): Lt. Aaron McClelland / Lt. Jason Feaker DATE: January 9th, 2015 NAME OF CLASS / MEETING: SWAT Command Decision Making Leadership Course DESTINATION: Minneapolis, Minnesota DEPARTURE POINT IF NOT WATERLOO: DEPARTURE DATE: March 8th, 2015 Return Date: March 13th, 2015 DATE(S) OF MEETING: March 9th -13th, 2015 PURPOSE OF TRAVEL: Captain Leibold is requesting authorization to send Lt. Jason Feaker and Lt. Aaron McClelland to SWAT Command Decision -Making -Leadership course in Minneapolis, Minnesota, that is being put on by (NTOA) National Tactical officers Association. This 5 day course is designed to expose Tactical Team Commanders and supervisors to contemporary issues, tactics, and procedures. The course covers major incident debriefs, leadership issues, standards, professionalism, crisis negotiations, operation planning and legal issue overview. Currently, Lt. Feaker and It. McClelland are supervisors on the tactical team. A city vehicle will be needed for the travel to this training. WILL TRAVEL REQUIRE ADDITIONAL PERSONNEL: x COST $ YES NO METHOD OF TRAVEL: X CITY VEHICLE AIRFARE DEPARTING FROM: PRIVATE VEHICLE ESTIMATE OF COST: $625.00 LODGING $496.00 MEALS $1530.00 REGISTRATION $2C0.00 MILEAGE/FUEL TOTAL FOR ALL: $ 2851.00 Rental car PARKING AIRFARE MISC/TOLLS BUDGET LINE ITEM: x GRANT REIMBURSABLE YES NO x REQUIRED CERTIFICATION YES NO TOTAL: $ 1425.50 PER PERSON I BELIEVE THIS TRIP SERVES A PUBLIC PURPOSE AND IS NECESSARY AND BENEFICIAL TO THE CITY OF WATERLOO I APPROVE THIS TRAVEL REQUEST X1-(1 DEPARTMENT HEAD MAYOR DATE 1 DATE TRAVEL REQUEST CITY OF WATERLOO FINANCE DEPT. STAFF ONLY LINE ITEM USED FY ",t61.5BUDGETED EXPENDED YTD THIS REQUEST LEFT AFTER THIS REQUEST DATE Original - Clerk/Finance g3 /3 /PI& 277,.; Hit-20/5-- Copy Hit-, e 5 Copy - Department NAME(S) AND POSITION(S): Julie Snider, Executive Director Wanda Hill -Dorris, Housing Coordinator Janet Wessels, Housing DATE: January 7, 2015 NAME OF CLASS / MEETING: Iowa NAHRO 2015 Spring Conference/Training DESTINATION: Des Moines, Iowa DEPARTURE POINT IF NOT WATERLOO: DEPARTURE DATE: April 8, 2015 RETURN DATE: April 10, 2015 DATE(S) OF MEETING: April 8, 9 and 10, 2015 PURPOSE OF TRAVEL/TRAINING: Conference/Training WILL TRAVEL REQUIRE ADDITIONAL PERSONNEL: X COST $ YES NO METHOD OF TRAVEL: X CITY VEHICLE AIRFARE PRIVATE VEHICLE DEPARTING FROM: Waterloo, Iowa ESTIMATE OF COST: 605.00 LODGING 270.00 MEALS 975.00 REGISTRATION 62.00 MILEAGE/FUEL TOTAL FOR ALL: $ 1,912,90' TAXI PARKING AIRFARE MISC/TOLLS BUDGET LINE ITEM: 283-13-54521346 X GRANT REIMBURSABLE YES NO YES NO X REQUIRED CERTIFICATION TOTAL: $ 637.00 PER PERSON I BELIEVE THIS TRIP SE'- ES PUBL C PURPOSE AND IS NECESSARY AND BENEFICIAL TO THE CITY OF DEPARTMENT HEAD R/Ca, AFkared Goodies\Forms\Travel Request Form January 2010 I APPROVE THIS TRAVEL REQUEST MAYOR °-/(076/ DATE TRAVEL REQUEST CITY OF WATERLOO FINANCE DEPT. STAFF ONLY 4' 6.25v 4,3 8-910 /OoO !4/3' 320`5.- 02f01.-"-- 24°. - v2i'V1.-"-- gJ `°"" 16642"c-- 6 LINE ITEM USED FY,O/ BUDGETED EXPENDED YTD THIS REQUEST LEFT AFTER THIS REQUEST DATE Original - Clerk/Finance %/'w Copy - Department NAME(S) AND POSITION(S): Suzy Schares (City Clerk/HR Director), Nicole Fischels (HR Specialist), and Nancy Culpepper (HR Administrative Secretary) DATE: April 22 — 23, 2015 NAME OF CLASS / MEETING: Iowa Employment Conference DESTINATION: Altoona, Iowa DEPARTURE POINT IF NOT WATERLOO: DEPARTURE DATE: April 22, 2015 RETURN DATE: April 23, 2015 DATE(S) OF MEETING: April 22 -23, 2015 PURPOSE OF TRAVEL/TRAINING: Annual conference for Employment, Training, Benefits, & Wellness updates for the HR Stuff. WILL TRAVEL REQUIRE ADDITIONAL PERSONNEL: x COST $ YES NO METHOD OF TRAVEL: CITY VEHICLE AIRFARE DEPARTING FROM: PRIVATE VEHICLE ESTIMATE OF COST: 120.00 LODGING 75.00 MEALS 645.00 REGISTRATION MILEAGE/FUEL TOTAL FOR ALL: $ 840.00 TAXI PARKING AIRFARE MISC/TOLLS 010-09-8250-1345 $290 BUDGET LINE ITEM: 010-03-8900-1346 $550 x GRANT REIMBURSABLE YES NO x REQUIRED CERTIFICATION YES NO TOTAL: $ 280.00 PER PERSON I BELIEVE THIS TRIP SERVES A PUBLIC PURPOSE AND IS NECESSARY AND BENEFICIAL TO THE CITY OF WATERLOO DEPARTMENT HEAD R \ cared Goodies\Forms\Travel Request Form January 2010 I APPROVE THIS TRAVEL REQUEST MAYOR /20/( - DATE oto- a9� so 3 �plovment m Training Risk Discipline Discharge anagement SAVE THE DATE APRIL 22.23, 2015 EMPLOYMENT, TRAINING, BENEFITS & WELLNESS CONFERENCE The Meadows Events & Conference Center • Prairie Meadows — Altoona, IA This conference is the largest of its kind, offering over 50 informative, interactive and educational break-out sessions delivered by some of the top employment lawyers, payroll professionals, workforce development leaders and many others, in Iowa and surrounding states. PRESENTATION TOPICS • Employment Law Update • Discrimination • Compliance Issues • FMLA / ADA / Workers Compensation • FLSA / Wage & Hour Update • Workplace Investigations • Many more! Av- Lo Employment • • • • • (New!) Early Bird Registration $215 through 2/27 $235 after 2/27 Registration Opens Soon! Executive Director, Iowa Civil Rights Commission District Director, United States Department of Labor Wage and Hour Division Regional Director, National Labor Relations Board Several Iowa Employment Law Judges Top Iowa Employment Lawyers CONTINUING EDUCATION CREDITS • Human Resource Certification Institute (HRCI) • Continuing Legal Education Unit (CLE) • Certified Payroll Professional (RCH) • Insurance Continuing Education (CE) • Iowa Municipal Finance Officers Association (IMFOA) MORE INFORMATION TO COME JANUARY 2015 WWW.IOWAEMPLOYMENTCONFERENCE.COM Oto 33- `8160- i 3 L44.0 i0ViraEmployme REGISTRATION FORM Employment, Training, Benefits & Wellness Wednesday, April 22 & Thursday, April 23, 2015 Early Bird Registration Fee $215 (through 2/27/2015) • $235 (after 2/27/2015) Name of Attendees: (Please print) Name Email Name Email Name Email Name Email SU Schares 5um,sthares6wataloo -la °Kg S _ (gBadge Name fancy euipeppr ectipcpperOvotrivo-4,01,-9 Badge Name Title 1-73CICYk 41,1111041 Resou/a-s bvechr Badge Name .C(t34 Schare S ftv Title 6'4 SIDCLICLIISf rISCJ1C-1,S Title 1-turrian Pesou.rces Acim;riislyailv.e secrefruN Kianc Culpepper Title Badge Name Method of Payment: If registering for early -bird rates and paying by check, your check must be postmarked by 2/27/15. Check enclosed (Make checks payable to Iowa Employment Conference and send registration form with payment to: Nan Boland, Hire Quality HR Solutions, 8711 Windsor Parkway, Suite 5, Johnston, IA 50131) Invoice (Fax or email registration form to: 515-331-2199 or conference@iowaemploymentconference.com) arkv -f- Naloo Company Address ril9 tkiberrLj City \AJfte1oo0 , State 1 Zip So7o3 Phone '3 cC2430 3 For additional information, please visit www.lowaEmploymentConference.corn Payment in full must be received prior to the conference date. We reserve the right to refuse admission to the conference, if payment has not been received. No refunds of conference registration fees on cancellations or no shows are available. 8711 Windsor Parkway, Suite 5 • Johnston, IA 50131 • 515-331-9020 • 515-331-2199 (Fax) TRAVEL REQUEST CITY OF WATERLOO FINANCE DEPT. LINE ITEM USED FY _201+0 BUDGETED EXPENDED YTD THIS REQUEST LEFT AFTER THIS REQUEST DATE Original - Clerk/Finance STAFF ONLY 010-11-1100-1346 35' out) <' 9, xtici 3l Copy - Department NAME(S) AND POSITION(S): Inv. Michael Girsch DATE: January 7th, 2015 NAME OF CLASS / MEETING: Authorized Central Container Program DESTINATION: Iowa City, Iowa DEPARTURE POINT IF NOT WATERLOO: DEPARTURE DATE: February 10th, 2015 Return Date: February 12th, 2015 DATE(S) OF MEETING: February 10th to 12th, 2015 PURPOSE OF TRAVEL: Lt. Payne is requesting authorization to send Investigator Michael Girsch to Authorized Central Container Program at the Joint emergency Communication Center, 4529 Melrose Avenue, Iowa City, Iowa. This training is for the clean-up efforts regarding clandestine methamphetamine laboratories and using a centrally located storage facility to store those items that are seized at a clandestine laboratory. This training includes the proper transportation and storage of hazardous waste resulting from the manufacture of methamphetamine. This training must and will meet OSHA, DOT and EPA standards as well as chemical storage requirements. This Training is required as part of their current job assignment is Clandestine Methamphetamine laboratory clean-up. A city vehicle will be needed for travel. WILL TRAVEL REQUIRE ADDITIONAL PERSONNEL: x COST $ YES NO METHOD OF TRAVEL: xx CITY VEHICLE AIRFARE DEPARTING FROM: PRIVATE VEHICLE ESTIMATE OF COST: $ 250.00 LODGING $105.00 MEALS $.00 REGISTRATION $100.00 MILEAGE/FUEL TOTAL FOR ALL: $ 455.00 TAXI PARKING AIRFARE MISC/TOLLS BUDGET LINE ITEM: YES YES x GRANT REIMBURSABLE NO x REQUIRED CERTIFICATION NO TOTAL: $ 455.00 PER PERSON I BELIEVE THIS TRIP SERVES A PUBLIC PURPOSE AND IS NECESSARY AND BENEFICIAL TO THE CITY OF WATERLOO DEPARTM NT HEAD — 7— I APPROVE THIS TRAVEL REQUEST /�el MAYOR (((((( DATE DATE z / 2e) Purchase of One (1) 2015 275HP Chipper Unit for the Forestry Division January 15, 2015 Bid Tab Estimate: $60,000.00 Bid Security Not Required Bidder Bid Security Bid Amount Bandit Industries $109,460.00 6750 Millbrook Rd. N/A $ 28,000.00- Trade-in Remus, MI 49340 $ 84,460.00 Ditch Witch $ 98,454.00 PO BOX 45532 N/A $ 30,000.00- Trade-in Omaha, NE 68145-0532 $ 68,454.00 Bobcat of Janesville 4000 Newville Rd. $109,960.00 Janesville, WI 53545 N/A $ 25,000.00- Trade-in $ 84,960.00 Prepared by Carol Nemmers, Deputy City Clerk, City of Waterloo, 715 Mulberry Street, Waterloo, IA 50703, (319) 291-4323. RESOLUTION NO. 2015-36 RESOLUTION CONFIRMING APPROVAL OF SPECIFICATIONS, BID DOCUMENT, FORM OF CONTRACT, ESTIMATE OF COST, ETC., IN CONJUNCTION WITH THE PURCHASE OF ONE (1) 2015 275HP CHIPPER UNIT FOR THE FORESTRY DIVISION. WHEREAS, the City Council of the City of Waterloo, Iowa, heretofore instructed the Public Works Director of said City to prepare proposed specifications, bid document, form of contract, estimate of cost, etc., in conjunction with the Purchase of One (1) 2015 275HP Chipper Unit for the Forestry Division, in the City of Waterloo, Iowa, and WHEREAS, said Public Works Director did file said preliminary specifications, bid document, form of contract, estimate of cost, etc., in conjunction with the Purchase of One (1) 2015 275HP Chipper Unit for the Forestry Division, which were preliminarily approved by Resolution No. 2014-1054 on December 22, 2014, and WHEREAS, a public hearing, upon notice, was held on January 20, 2015. NOW, THEREFORE, BE IT WATERLOO, IOWA, that said form of contract, estimate Purchase of One (1) 2015 Division, in the City of hereby, approved as filed. RESOLVED BY THE COUNCIL OF THE CITY OF proposed specifications, bid document, of cost, etc., in conjunction with the 275HP Chipper Unit for the Forestry Waterloo, Iowa, be, and the same are PASSED AND ADOPTED this 20th day of January, ATTEST: uzy Sc ares, CMC City Cle k 2015. Ernest G. Clark, Mayor Prepared by Carol Nemmers, Deputy City Clerk, City of Waterloo, 715 Mulberry Street, Waterloo, IA 50703, (319) 291-4323. RESOLUTION NO. 2015-37 RESOLUTION AUTHORIZING TO PROCEED IN CONJUNCTION WITH THE PURCHASE OF ONE (1) 2015 275HP CHIPPER UNIT FOR THE FORESTRY DIVISION. WHEREAS, by Resolution No. 2015-36, specifications, bid document, form of contract, etc., in conjunction with the Purchase of One (1) 2015 275HP Chipper Unit for the Forestry Division, in the City of Waterloo, Iowa, have been approved and adopted by this Council after the public hearing on January 20, 2015 as prescribed by statute. NOW, THEREFORE, BE IT RESOLVED BY THE COUNCIL OF THE CITY OF WATERLOO, IOWA, that it is deemed advisable and necessary and it is so ordered on motion by this Council that the said purchase proceed in accordance with said specifications. PASSED AND ADOPTED this 20th day of January, 2015. Ernest G. Clark, Mayor ATTEST: zy S.hares, CMC City Cl-rk Purchase of Two (2) Ford F-350 Pickup Trucks for the Leisure Services Department January 15, 2015 Bid Tab Estimate: $77,000.00 Bid Security Not Required Bidder Bid Security Bid Amount Bill Colwell Ford -Isuzu 238 Waterloo Rd. PO BOX 270 Hudson, IA 50643 N/A Diesel - $36,258.00 Gas - $31,014.00 Witham Auto Center 2033 LaPorte Rd. Waterloo, IA 50702 N/A Diesel - $36,294.00 Gas - $31,110.O0 Prepared by Carol Nemmers, Deputy City Clerk, City of Waterloo, 715 Mulberry Street, Waterloo, IA 50703, (319) 291-4323. RESOLUTION NO. 2015-38 RESOLUTION CONFIRMING APPROVAL OF SPECIFICATIONS, BID DOCUMENT, FORM OF CONTRACT, ESTIMATE OF COST, ETC., IN CONJUNCTION WITH THE PURCHASE OF TWO (2) FORD F-350 PICKUP TRUCKS FOR THE LEISURE SERVICES DEPARTMENT. WHEREAS, the City Council of the City of Waterloo, Iowa, heretofore instructed the Public Works Director of said City to prepare proposed specifications, bid document, form of contract, estimate of cost, etc., in conjunction with the Purchase of Two (2) Ford F-350 Pickup Trucks for the Leisure Services Department, in the City of Waterloo, Iowa, and WHEREAS, said Public Works Director did file said preliminary specifications, bid document, form of contract, estimate of cost, etc., in conjunction with the Purchase of Two (2) Ford F-350 Pickup Trucks for the Leisure Services Department, which were preliminarily approved by Resolution No. 2014-1055 on December 22, 2014, and WHEREAS, a public hearing, upon notice, was held on January 20, 2015. NOW, THEREFORE, BE IT RESOLVED BY THE COUNCIL OF THE CITY OF WATERLOO, IOWA, that said proposed specifications, bid document, form of contract, estimate of cost, etc., in conjunction with the Purchase of Two (2) Ford F-350 Pickup Trucks for the Leisure Services Department, in the City of Waterloo, Iowa, be, and the same are hereby, approved as filed. PASSED AND ADOPTED this 20th day of January, 2015. Ernest G. Clark, Mayor ATTEST: Suzy Sch_res, CMC City Cle k Prepared by Carol Nemmers, Deputy City Clerk, City of Waterloo, 715 Mulberry Street, Waterloo, IA 50703, (319) 291-4323. RESOLUTION NO. 2015-39 RESOLUTION AUTHORIZING TO PROCEED IN CONJUNCTION WITH THE PURCHASE OF TWO (2) FORD F-350 PICKUP TRUCKS FOR THE LEISURE SERVICES DEPARTMENT. WHEREAS, by Resolution No. 2015-38, specifications, bid document, form of contract, etc., in conjunction with the Purchase of Two (2) Ford F-350 Pickup Trucks for the Leisure Services Department, in the City of Waterloo, Iowa, have been approved and adopted by this Council after the public hearing on January 20, 2015 as prescribed by statute. NOW, THEREFORE, BE IT RESOLVED BY THE COUNCIL OF THE CITY OF WATERLOO, IOWA, that it is deemed advisable and necessary and it is so ordered on motion by this Council that the said purchase proceed in accordance with said specifications. PASSED AND ADOPTED this 20th day of January, 2015. ATTEST: CMC MC City Cle k Sc ar s r .<7 est G. Clark, Mayor Waterloo Center for the Arts Restroom Renovation January 15, 2015 Bid Tab Estimate: N/A Bid Security Required Bidder Bid Security Bid Amount Failor Hurley Construction $182,700.00 3337 Mamie Avenue 5% $ 12,640.00 — Alt. Waterloo, IA 50701 Paul G. Christensen General Contractor & Builder $218,000.00 PO BOX 543 5% $ 17,665.00 — Alt. Cedar Falls, IA 50613 Larson Construction Co. PO BOX 112 $214,000.00 600 17th Street S.E. 5% $ 17,500.00 — Alt. Independence, IA 50644 Peters Construction Corp. $196,691.00 901 Black Hawk Rd. 5% $ 12,588.00 — Alt. PO BOX 2940 Waterloo, IA 50704 Woodruff Construction, LLC $202,900.00 2030 Keokuk Street 5% $ 12,500.00 — Alt. Iowa City, IA 52240 Prepared by Carol Nemmers, Deputy City Clerk, City of Waterloo, 715 Mulberry Street, Waterloo, IA 50703, (319) 291-4323. RESOLUTION NO. 2015-40 RESOLUTION CONFIRMING APPROVAL OF PLANS, SPECIFICATIONS, FORM OF CONTRACT, ESTIMATE OF COST, ETC., IN CONJUNCTION WITH THE WATERLOO CENTER FOR THE ARTS RESTROOM RENOVATION. WHEREAS, the City Council of the City of Waterloo, Iowa, heretofore instructed the Building Official/Maintenance Administrator of said City to prepare proposed plans, specifications, form of contract, estimate of cost, etc., in conjunction with the Waterloo Center for the Arts Restroom Renovation, in the City of Waterloo, Iowa, and WHEREAS, said Building Official/Maintenance Administrator did file said preliminary plans, specifications, form of contract, estimate of cost, etc. in conjunction with the Waterloo Center for the Arts Restroom Renovation, which were preliminarily approved by Resolution No. 2014-1056 on December 22, 2014, and WHEREAS, a public hearing, upon notice, was held on January 20, 2015. NOW, THEREFORE, BE IT RESOLVED BY THE COUNCIL OF THE CITY OF WATERLOO, IOWA, that said proposed plans, specifications, form of contract, estimate of cost, etc. in conjunction with the Waterloo Center for the Arts Restroom Renovation, in the City of Waterloo, Iowa, be, and the same are hereby, approved as filed. PASSED AND ADOPTED this 20th day of January, 2015. ATTEST: Suzy Sc City Cl Ernest G. C ark, Mayor ares, CMC rk Prepared by Carol Nemmers, Deputy City Clerk, City of Waterloo, 715 Mulberry Street, Waterloo, IA 50703, (319) 291-4323. RESOLUTION NO. 2015-41 RESOLUTION ORDERING CONSTRUCTION IN CONJUNCTION WITH THE WATERLOO CENTER FOR THE ARTS RESTROOM RENOVATION. WHEREAS, by Resolution No. 2015-40, plans, specifications, form of contract, etc., in conjunction with the Waterloo Center for the Arts Restroom Renovation, in the City of Waterloo, Iowa, have been approved and adopted by this Council after the public hearing on January 20, 2015 as prescribed by statute. NOW, THEREFORE, BE IT RESOLVED BY THE COUNCIL OF THE CITY OF WATERLOO, IOWA, that it is deemed advisable and necessary and it is so ordered on motion by this Council that the said project proceed in accordance with said plans and specifications. PASSED AND ADOPTED this 20th day of January, 2015. ATTEST: Suzy Sc City Cl ares, CMC rk Ernest G. Clark, Mayor Council Communication City Council Meeting: January 20, 2015 Prepared: January 12, 2015 Dept. Head Signature: Number of Attachments: SUBJECT: Mini -Grant Approval Submitted by: Aaron Buzza Recommended City Council Action: Approve CVB Board recommendations for funding of hotel -motel tax mini -grant application from Main Street Waterloo in the amount of $25,000. Summary Statement: Main Street Waterloo requested assistance through this process to help the organization through a financial crunch caused largely by a cold and rainy event season. The weather caused attendance and sales to be much lower at Friday'loo events and has put Main Street Waterloo in a tough situation financially. Expenditure Required: $25,000 Source of Funds: Hotel -motel tax grant funding Policy Issue: None Alternative: Do not fund Background Information: The request and recommendation are similar to those that came from the Grout Museum District in 2011. The GMD was awarded $30,000 to assist its operations. Main Street Waterloo has outlined several ways it will be seeking different funding sources and sees this as a one- time request through this process. Waterloo Hotel -Motel Tax Grant application, FY 2014 Waterloo Hotel -Motel Tax Year -Round (Mini) Grant Application Entire application MUST be typed and every question must be answered fully Total Request: $25,000 Total Project Cost $25,000 Contact Information Name of organization Main Street Waterloo Check payable to (if different than above) N/A FEIN Number 42-1266451 Name & Date of project/event- Main Street Waterloo Contact person: Jeffrey J. Kurtz Address 212 E. 4th Street City Waterloo State IA Zip 50703 Phone number 319-291-2038 Email jkurtz@mainstreetwaterloo.org Organization web address www.mainstreetwaterloo.org 1. Organizational/Background Information a. What is the mission of your organization? OUR MISSION: Main Street Waterloo is dedicated to maintaining and enhancing the vitality of our downtown center b. How does your organization benefit the community? Main Street Waterloo facilitates progress in the downtown Waterloo neighborhood though special events, business advocacy, beautification projects, and volunteerism. c. How long has your organization been in existence? Main Street Waterloo has officially existed since 1996 d. How many staff members and/or volunteers are involved with the organization? Main Street Waterloo has one full time position and 1 part time position. Hundreds of volunteers support Main Street Waterloo. e. Is a member of the Waterloo City Council on your Board of Directors? If yes, please list. Steve Schmitt is our City Council Liaison f. How does your organization market outside of Black Hawk County? Through paid and unpaid marketing: radio, television, newspaper, Facebook, and our website g. Has your organization/business received hotel -motel tax grants previously? If so, please provide a list of projects. We received grants for the My Waterloo Days festival in 2013 and 2014 h. Have hotel -motel tax grants been received for this project previously? If so, please provide a copy of the completed project evaluation form(s) that were turned in for reimbursement. No i. Please attach Proof of Liability Insurance, Board/Management information, IRS Documentation. 1 Waterloo Hotel -Motel Tax Grant application, FY 2014 2. In what manner have you effectively supported or participated with the Waterloo CVB in the last 12 months? Examples include tradeshows, co-op marketing, event bids, etc. Reciprocal board participation (liaisons) 3. Project/Event Information a. Please describe the project and specify the goals for the project. Main Street Waterloo is dedicated to enhancing the vitality of downtown Waterloo, Iowa. We believe our efforts are of central importance to the efforts of the Convention and Visitors Bureau to market Waterloo as a whole. b. Please describe the mechanism for measuring the success of the project goals. Main Street Waterloo is an accredited program, overseen by the Iowa Economic Development Authority. We participate in a state review each year. c. For profit entities only: Please describe how this project is different from your normal business and how this ties into your normal business. How is this project tourism -related? N/A d. For capital projects only: Please describe how this ties into your organization's mission, and how the project is tourism -related. How will this project allow you to draw additional people to Waterloo? N/A 4. Is this a new project or idea? If yes, please explain how this proposal explores a new idea, new direction, is innovative or is a new project? No 5. How does this event bring people to Waterloo from outside Black Hawk County? As visitors experience Waterloo, a thriving downtown is crucial. A sense of community, a sense of pride, a sense of "happening." Through our efforts, we are helping to build a thriving downtown community. We believe this will leave visitors with a positive impression. 6. What are expectations for attendance? a. How many people do you expect from outside of Black Hawk County? b. Please describe the specific mechanism for tracking attendance. We hold 8 Friday `Loo events, BBQ Loo, My Waterloo Days, and many other events. Our indirect impact is harder to measure. 7. What are your expectations for hotel room use in Waterloo? 100-150 directly 8. Please describe your marketing efforts. a. What specific marketing will you be doing outside of Black Hawk County? Through paid and unpaid marketing: radio, television, newspaper, Facebook, and our website 9. How does this project have a positive and lasting impact on Waterloo? We believe our activities project a positive image of Waterloo to visitors and residents alike. These activities include: Special events, beatification projects, 10. Please fill out the attached budget information (attached Excel file), and provide the following budget snapshot. a. Total Income:$484,300 2 Waterloo Hotel -Motel Tax Grant application, FY 2014 b. Total Expense: $445,660 c. Net Profit (Loss) for the event: $38,640 d. Please describe how the requested grant money fits into the overall project. How will the funds be used, and does this grant have a profound impact on your ability to host this event? Due to difficult weather experienced during the 2014 Friday 'Loo season, Main Street Waterloo is strapped for operating capital in 2015. We are very proud of the product we put out each year, with very little resources at our disposal. At this time, to function effectively in 2015, we are forced to more aggressively seek out financial sponsorships and supporters. We have taken the following steps: *Revamp our sponsorship opportunities *Approach the City to revisit our Contract for Services *Seek out grants and new funding opportunities like the CVB e. How will profit (if applicable) be used by the project/organization/business? A lot will have to go well to get the results that we've budgeted on paper, but if we pull those results off, we will strengthen our programs in 2016. Additional Information Are there additional details that should be known by the CVB Board of Directors or Waterloo City Council? Acknowledgment and Signature I have reviewed this Application for Grant Funds from the City of Waterloo and Waterloo Convention and Visitors Bureau. To the best of my knowledge, the information contained in this application and its attachments is accurate and complete. The Hotel -Motel Tax Grant funds are reimbursement funds for project funding already spent, and are to be used for the express purpose as stated in the Grant Application. I, the undersigned, know full and well that if this program/project does not transpire, recommendation by the Waterloo Convention and Visitors Bureau Board of Directors for funding will be withdrawn. My organization will be responsible for refunding any portion of grant funds already received or for covering the costs for portions of the project that are non -fundable or not stated herein. Signature of Applicant Date 3 Main Street Waterloo Profit & Loss Budget Overview January through December 2015 Income 4000 • CITY OF WATERLOO 40,000 1 4005 • CVB SUPPORT 12,000 2 4020 • PASS THROUGH GRANTS 95,000 3 4085 - FLOWER SPONSORS 1,000 4090 • FRIENDS OF 'LOO 5,000 4 4300 • FRIDAY'LOO 72,000 5 4305 • FRIDAY'LOO -SPONSORS 16,000 6 4310 • TASTE OF 'LOO 3,700 7 4315 • TASTE OF 'LOO - SPONSORS 1,000 8 4330 • BBQ 'LOO 70,000 9 4335 • BBQ 'LOO - EVENT SPONSORS 7,000 10 4350 • 4TH STREET CRUISE 800 11 4360 • TOUR DE'LOO 1,600 12 4365 • TOUR DE'LOO -SPONSORS 1,000 13 4375 - WINTER WONDER 100 - SPONSORS 1,000 14 4397 • MY WATERLOO DAYS 120,000 15 4400 • RENT INCOME - PARKING LOT 36,000 16 6010 - MISCELLANEOUS INCOME 1,200 17 Total Income 484,300 Main Street Waterloo Profit & Loss Budget Overview January through December 2015 Expense 5020 • PASSTHROUGH GRANTS - EXPENSE 95,000 18 5030 • ACCOUNTING 6,000 19 5035 • DUES / MEMBERSHIPS 1,250 20 5040 • INSURANCE- DIRECTORS / OFFICERS 2,500 21 5045 • INSURANCE- GENERAL LIABILITY 4,500 22 5048 • WORKMANS COMP INSURANCE 700 23 5050 - INSURANCE - LIQUOR LIABILITY 4,000 24 5060 • MISCELLANEOUS 1,200 25 5065 • POSTAGE 600 26 5075 • SUPPLIES 600 27 5080 • TELEPHONE 3,300 28 5085 • FLOWERS 12,000 29 5095 - OFFICE EQUIPMENT - EXPENSE 4,800 30 5200 • E.D. - WAGES 52,000 31 5205 • E.D.- PAYROLL TAXES 3,978 32 5215 • E.D. - PENSION 1,560 33 5230 • A.A. - WAGES 17,280 34 5235 • A.A. - PAYROLL TAXES 1,320 35 5279 • EMPLOYEE BUSINESS MEALS 1,200 36 5280 - EMPLOYEE PARKING 972 37 5285 • EMPLOYEE TRAVEL & LODGING 300 38 5290 - EMPLOYEE TRAINING & CONFERENCES 600 39 5300 • FRIDAY'LOO - EXPENSE 42,000 40 5310 • TASTE OF 'LOO - EXPENSE 600 41 5330 • BBQ'LOO - EXPENSE 60,000 42 5360 • TOUR DE LOO - EXPENSES 200 43 5370 - WINTER WONDER'LOO - EXPENSE 300 44 5380 • ANNUAL MEETING - EXPENSE 600 45 5385 • HALLOWEEN EVENT 500 46 5397 • MY WATERLOO DAYS - EXPENSE 100,000 47 5405 • PARKING LOT - INTEREST 21,300 48 5410 • PARKING LOT - PROPERTY TAXES 3,000 49 5415 • PARKING LOT - INCOME TAXES 1,500 50 Total Expense 445,660 Net Income 38,640 2:19 PM 12/11/14 Cash Basis Main Street Waterloo Profit & Loss Budget Overview January through December 2015 1. Assumes new agreement with City of Waterloo committing $80,000 annually. This would be received in $40,000 increments each July and January of the city's fiscal year. 2. New operational support from the Waterloo CVB 3. $20,000 Remains on "The Finery" and $75,000 for "Visual Logic" 4. This is all contributions other than specific event sponsors. This money would be deposited into "The Updowntowners" Savings account currently at CB&T. 5. Assumes 8 nights of $9,000 in revenue 6. Assumes 8 nights of $2,000 sponsorships. This could be 1 entity of $2,000 or multiples to get to $2,000. 7. Based on the same amount as prior year. 8. Based on the same amount as prior year. 9. Based on the same amount as prior year. 10. Based on the same amount as prior year. 11. Based on the same amount as prior year. 12. Based on the same amount as prior year. 13. Based on the same amount as prior year. 14. Based on the same amount as prior year. 15. This is still a shot in the dark. We need to share this with MWD committee and develop a plan to get to our revenue targets. 16. Based on the same amount as prior year. We should receive approximately $3,000 a month with a fully rented parking lot. 17. Based on the same amount as prior year. This represents income from various things, including use of Main Street copier and other events utilizing our supplies 18. $20,000 Remains on "The Finery" and $75,000 for "Visual Logic" 19. Approximately $75 month (900/year) for payroll processing. Approximately $80 per quarter ($320/year) for quarterly payroll reporting. Approximately $250 per month for financial statement preparation ($3,000/year). Approximately $1,780 per year for the 990 filings. 20. Based on the same amount as prior year. Page 3 2:19 PM 12/11/14 Cash Basis Main Street Waterloo Profit & Loss Budget Overview January through December 2015 21. Based on the same amount as prior year. 22. Based on the same amount as prior year. 23. Based on the same amount as prior year. 24. Based on the same amount as prior year. 25. Based on the same amount as prior year. 26. Based on the same amount as prior year. 27. Based on the same amount as prior year. 28. Based on the same amount as prior year. 29. Includes approximately $6,000 in cost of flowers and $6,000 in maintenance/watering. 30. Based on the same amount as prior year. This is the cost of our leased copy machine. 31. Based on the same amount as prior year. 32. Based on the same amount as prior year. 33. Based on the same amount as prior year. 34. This assumes an increase in Tracey's pay from $10.50 to $12.00 / per hour and an increase in the number of hours from 20 to 30 per week. 35. This is based on the wages above. 36. $100 per month, or approximately 1 business meal per week. 37. $81 / month. Based on the same amount as prior year. 38. Travel and lodging to required trainings and conferences. 39. Based on the same amount as prior year. 40. Based on experience with prior years and current year budgeted beer revenue. 41. Based on the same amount as prior year. Page 4 2:19 PM 12/11/14 Cash Basis Main Street Waterloo Profit & Loss Budget Overview January through December 2015 42. Based on experience in prior years. 43. Based on the same amount as prior year. 44. Based on the same amount as prior year. 45. Based on the same amount as prior year. 46. Based on the same amount as prior year. 47. This is still a shot in the dark. We need to share this with MWD committee and develop a plan to get to our expense budget. 48. This represents the full $1,775 per month (principal and interest) paid to MidwestOne. The loan had a balloon date during 2015 and will be refinanced. 49. Based on the same amount as prior year. 50. Based on the same amount as prior year. As unrelated business income, Main Street is responsible for income tax. Page 5 Prepared by Carol Nemmers, Deputy City Clerk, City of Waterloo, 715 Mulberry Street, Waterloo, IA 50703, (319) 291-4323. RESOLUTION NO. 2015-42 RESOLUTION APPROVING WATERLOO CONVENTION AND VISITORS BUREAU BOARD RECOMMENDATIONS FOR HOTEL/MOTEL TAX MINI -GRANT FUNDING FOR MAIN STREET WATERLOO. BE IT RESOLVED BY THE COUNCIL OF THE CITY OF WATERLOO, IOWA, that the recommendations from the Waterloo Convention and Visitors Bureau Board for hotel/motel tax mini -grant funding for Main Street Waterloo in the amount of $25,000.00, be and the same is hereby approved. PASSED AND ADOPTED this 20th day of January, 2015. ATTEST: Suzy Sc City Cl ares, CMC rk Ernest G. Clark, Mayor Prepared by Carol Nemmers, Deputy City Clerk, City of Waterloo, 715 Mulberry Street, Waterloo, IA 50703, (319) 291-4323. RESOLUTION NO. 2015-43 RESOLUTION APPROVING HOUSING ENTERPRISE ZONE PROGRAM AGREEMENT #14-HEZ-181 WITH IOWA ECONOMIC DEVELOPMENT AUTHORITY AND DIRECTING EXECUTION OF SAID AGREEMENT BY MAYOR. BE IT RESOLVED BY THE COUNCIL OF THE CITY OF WATERLOO, IOWA, that the Housing Enterprise Zone Program Agreement #14-HEZ-181 dated January 20, 2015, in conjunction with the construction of six (6) new housing units, generally located at the corner of East 3rd Street and Lafayette Street in the Waterloo EZ -8B Enterprise Zone, by and between the Iowa Economic Development Authority, Black Hawk Contracting and Development, Inc. and the City of Waterloo, Iowa, be and the same is hereby approved, and the Mayor authorized to execute the same in behalf of the City of Waterloo, Iowa. PASSED AND ADOPTED this 20th day January, 2015. Ernest G. Clark Mayor ATTEST: Suzy Scha es, CMC City Cler Prepared by Carol Nemmers, Deputy City Clerk, City of Waterloo, 715 Mulberry Street, Waterloo, IA 50703, (319) 291-4323. RESOLUTION NO. 2015-44 RESOLUTION APPROVING HOUSING ENTERPRISE ZONE PROGRAM AGREEMENT #14-HEZ-172 WITH IOWA ECONOMIC DEVELOPMENT AUTHORITY AND DIRECTING EXECUTION OF SAID AGREEMENT BY MAYOR. BE IT RESOLVED BY THE COUNCIL OF THE CITY OF WATERLOO, IOWA, that the Housing Enterprise Zone Program Agreement #14-HEZ-172 dated January 20, 2015, in conjunction with the construction of twenty (20) new housing units, generally located south of Sarah Drive and east of Alexandra Drive within Crossroads Estates Replat No. 1 in the Waterloo EZ -8B Enterprise Zone, by and between the Iowa Economic Development Authority, Skogman Construction Company of Iowa and the City of Waterloo, Iowa, be and the same is hereby approved, and the Mayor authorized to execute the same in behalf of the City of Waterloo, Iowa. PASSED AND ADOPTED this 20th day of January, 2015. ATTEST: uzy .hares, CMC City C erk a,„/ nest G. Clark, Mayor Prepared by Carol Nemmers, Deputy City Clerk, City of Waterloo, 715 Mulberry Street, Waterloo, IA 50703, (319) 291-4323. RESOLUTION NO. 2015-45 RESOLUTION APPROVING HOUSING ENTERPRISE ZONE PROGRAM AGREEMENT #14-HEZ-173 WITH IOWA ECONOMIC DEVELOPMENT AUTHORITY AND DIRECTING EXECUTION OF SAID AGREEMENT BY MAYOR. BE IT RESOLVED BY THE COUNCIL OF THE CITY OF WATERLOO, IOWA, that the Housing Enterprise Zone Program Agreement #14-HEZ-173 dated January 20, 2015, in conjunction with the construction of eighteen (18) new housing units, generally located south of Sarah Drive and east of Alexandra Drive within Crossroads Estates Replat No. 1 in the Waterloo EZ -8B Enterprise Zone, by and between the Iowa Economic Development Authority, Skogman Construction Company of Iowa and the City of Waterloo, Iowa, be and the same is hereby approved, and the Mayor authorized to execute the same in behalf of the City of Waterloo, Iowa. PASSED AND ADOPTED this 20th day of January, 2015. Ernest G. Clar , Mayor ATTEST: Suzy Sc ares, CMC City Cl rk Prepared by Carol Nemmers, Deputy City Clerk, City of Waterloo, 715 Mulberry Street, Waterloo, IA 50703, (319) 291-4323. RESOLUTION NO. 2015-46 RESOLUTION GRANTING A VARIANCE TO THE REQUIREMENTS OF THE SUBDIVISION ORDINANCE IN SECTION 11-3-2(C) PRELIMINARY PLAT APPROVAL AND SECTION 11-3-3(D) APPLICATION PROCEDURE AND REQUIREMENTS, AS IT RELATES TO THE APPROVAL OF THE PRELIMINARY AND FINAL PLAT OF SUMMERLAND CONDOS NORTH FIRST ADDITION. BE IT RESOLVED BY THE COUNCIL OF THE CITY OF WATERLOO, IOWA, that the variance to the requirements of the Subdivision Ordinance in Section 11-3-2(C) Preliminary Plat Approval and Section 11-3-3(D) Application Procedure and Requirements, as it relates to the approval of the Preliminary and Final Plat of Summerland Condos North First Addition, be and the same is hereby approved. PASSED AND ADOPTED this 20th day of January, 2015. ATTEST: Suzy Sc ares, CMC City Cl-rk est G. Clark, Mayor Prepared by Carol Nemmers, Deputy City Clerk, City of Waterloo, 715 Mulberry Street, Waterloo, IA 50703, (319) 291-4323. RESOLUTION NO. 2015-47 RESOLUTION OF THE CITY COUNCIL OF THE CITY OF WATERLOO, IOWA, APPROVING THE 11 -LOT PRELIMINARY PLAT AND NECESSARY DOCUMENTS OF SUMMERLAND CONDOS NORTH FIRST ADDITION IN THE CITY OF WATERLOO, BLACK HAWK COUNTY, IOWA. WHEREAS, on this 20th day of January, 2015, at a regular meeting of the City Council of the City of Waterloo, Iowa, the 11 -lot Preliminary Plat of Summerland Condos North First Addition, Waterloo, Black Hawk County, Iowa, was presented for approval, and WHEREAS, said Preliminary Plat has been previously submitted to and has been approved by the Waterloo City Planning, Programming and Zoning Commission, and WHEREAS, said Preliminary Plat has been considered and should receive approval of this Council. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF WATERLOO, IOWA, that the 11 -lot Preliminary Plat of Summerland Condos North First Addition, Waterloo, Black Hawk County, Iowa, be and it is hereby approved and the Mayor and City Clerk of the City of Waterloo, Iowa, are hereby authorized and directed to certify and affix their signatures to said resolution. PASSED AND ADOPTED this 20th day of January, 2015. Ernest G. Clark, Mayor ATTEST: Suzy S. ares, CMC City C erk CERTIFICATE I, Suzy Schares, City Clerk of the City of Waterloo, Iowa, do hereby certify that the preceding is a true and complete copy of Resolution No. 2015-47, as passed and adopted by the Council of the City of Waterloo, Iowa, on the 20th day of January, 2015. Witness my hand and seal of office this 20th day of January, 2015. SEAL Suzy Scares, CMC City Clerk Prepared by Carol Nemmers, Deputy City Clerk, City of Waterloo, 715 Mulberry Street, Waterloo, IA 50703, (319) 291-4323. RESOLUTION NO. 2015-48 RESOLUTION OF THE CITY COUNCIL OF THE CITY OF WATERLOO, IOWA, APPROVING THE 11 -LOT FINAL PLAT AND NECESSARY DOCUMENTS OF SUMMERLAND CONDOS NORTH FIRST ADDITION IN THE CITY OF WATERLOO, BLACK HAWK COUNTY, IOWA. WHEREAS, on this 20th day of January, 2015, at a regular meeting of the City Council of the City of Waterloo, Iowa, the 11 -lot Final Plat of Summerland Condos North First Addition, Waterloo, Black Hawk County, Iowa, was presented for approval, and WHEREAS, said 11 -lot Final Plat has been previously submitted to and has been approved by the Waterloo City Planning, Programming and Zoning Commission, and WHEREAS, said 11 -lot Final Plat has been considered and should receive approval of this Council. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF WATERLOO, IOWA, that the 11 -lot Final Plat of Summerland Condos North First Addition, Waterloo, Black Hawk County, Iowa, be and it is hereby approved and the Mayor and City Clerk of the City of Waterloo, Iowa, are hereby authorized and directed to certify and affix their signatures to said resolution. PASSED AND ADOPTED this 20th day of January, 2015. ATTEST: Suzy Sch. res, CMC City Cl k Ernest G. Clark, Mayor CERTIFICATE I, Suzy Schares, City Clerk of the City of Waterloo, Iowa, do hereby certify that the preceding is a true and complete copy of Resolution No. 2015-48, as passed and adopted by the Council of the City of Waterloo, Iowa, on the 20th day of January, 2015. 2015. SEAL Witness my hand and seal of office this 20th day of January, uzy char City Cler s, CMC Prepared by Carol Nemmers, Deputy City Clerk, City of Waterloo, 715 Mulberry Street, Waterloo, IA 50703, (319) 291-4323. RESOLUTION NO. 2015-49 RESOLUTION OF THE CITY COUNCIL OF THE CITY OF WATERLOO, IOWA, APPROVING THE 4 -LOT FINAL PLAT AND NECESSARY DOCUMENTS OF HAWTHORNE ESTATES FIRST ADDITION IN THE CITY OF WATERLOO, BLACK HAWK COUNTY, IOWA. WHEREAS, on this 20th day of January, 2015, at a regular meeting of the City Council of the City of Waterloo, Iowa, the 4 - lot Final Plat of Hawthorne Estates First Addition, Waterloo, Black Hawk County, Iowa, was presented for approval, and WHEREAS, said 4 -lot Final Plat has been previously submitted to and has been approved by the Waterloo City Planning, Programming and Zoning Commission, and WHEREAS, said 4 -lot Final Plat has been considered and should receive approval of this Council. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF WATERLOO, IOWA, that the 4 -lot Final Plat of Hawthorne Estates First Addition, Waterloo, Black Hawk County, Iowa, be and it is hereby approved and the Mayor and City Clerk of the City of Waterloo, Iowa, are hereby authorized and directed to certify and affix their signatures to said resolution. PASSED AND ADOPTED this 20th day of January, 2015. Ernest G. Clark, Mayor ATTEST: uzy Sc ares, CMC City Cl•rk CERTIFICATE I, Suzy Schares, City Clerk of the City of Waterloo, Iowa, do hereby certify that the preceding is a true and complete copy of Resolution No. 2015-49, as passed and adopted by the Council of the City of Waterloo, Iowa, on the 20th day of January, 2015. 2015. SEAL Witness my hand and seal of office this 20th day of January, 1 Suzy Sc ares, City Cl-rk Prepared by Carol Nemmers, Deputy City Clerk, City of Waterloo, 715 Mulberry Street, Waterloo, IA 50703, (319) 291-4323. RESOLUTION NO. 2015-50 RESOLUTION APPROVING AMENDMENT TO CONTRACT 08-DRH-211 BY ADDING A SUPPLEMENTAL COMMUNITY DEVELOPMENT BLOCK GRANT (CDBG) AWARD WITH THE IOWA DEPARTMENT OF ECONOMIC DEVELOPMENT (IDED), AND DIRECTING EXECUTION OF SAID AMENDMENT BY MAYOR. BE IT RESOLVED BY THE COUNCIL OF THE CITY OF WATERLOO, IOWA, that Amendment to Contract 08-DRH-211 dated January 20, 2015, by adding a Supplemental Community Development Block Grant (CDBG) award in an amount not to exceed $3,000,000 for the project total, plus General Administration amount not to exceed $61,224, for Multi -family New Production Round 6 for the Grand Crossing project, by and between the Iowa Department of Economic Development (IDED) and the City of Waterloo, Iowa, be and the same is hereby approved, and the Mayor authorized to execute the same in behalf of the City of Waterloo, Iowa. PASSED AND ADOPTED this 20th day of January, 2015. ATTEST: Suzy Sc City Cl ares, CMC rk eG� t G. Clark, Mayor Prepared by Carol Nemmers, Deputy City Clerk, City of Waterloo, 715 Mulberry Street, Waterloo, IA 50703, (319) 291-4323. RESOLUTION NO. 2015-51 RESOLUTION APPROVING CONSTRUCTION PLANS FOR RELOCATED STORM SEWER SERVING LOT A IN CROSSROADS RETAIL CENTER ADDITION, AS SUBMITTED BY HELLAND ENGINEERING AND SURVEYING, LTD. OF CEDAR FALLS, IOWA. BE IT RESOLVED BY THE COUNCIL OF THE CITY OF WATERLOO, IOWA, that the construction plans for relocated storm sewer serving Lot A in Crossroads Retail Center Addition, as submitted by Helland Engineering and Surveying, Ltd. of Cedar Falls, Iowa, be and the same are hereby approved. PASSED AND ADOPTED this 20th da .pf January, 2015. ErGNU 4 nest G. Clark, ayor ATTEST: Suzy Scha es, CMC City Cler CITY OF WATERLOO Council Communication City Council Meeting: January 20, 2015 Prepared: January 14, 2015 Dept. Head Signature: Eric Thorson, PE., City Engineer # of Attachments: SUBJECT: CONSTRUCTION PLANS FOR RELOCATED STORM SEWER IN LOT A CROSSROADS RETAIL CENTER ADDITION Submitted by: Dennis Gentz, P.E., Assistant City Engineer Recommended City Council Action: These plans have been reviewed by this office and are recommended for approval by the City Council. Summary Statement Transmitted herewith are the storm sewer construction plans in LOT A CROSSROADS RETAIL CENTER ADDITION, Waterloo, Iowa, as submitted by Helland Engineering & Surveying, LTD, of Cedar Falls, Iowa. This relocation is required for the Tokyo Japanese Steakhouse project. Expenditure Required N/A Source of Funds N/A Policy Issue N/A Alternative None Background Information: Prepared by Carol Nemmers, Deputy City Clerk, City of Waterloo, 715 Mulberry Street, Waterloo, IA 50703, (319) 291-4323. ORDINANCE NO. 5261 AN ORDINANCE AMENDING ORDINANCE NO. 5079, AS AMENDED, CITY OF WATERLOO ZONING ORDINANCE, BY AMENDING THE OFFICIAL ZONING MAP REFERRED TO IN SECTION 10-4-4, REZONING CERTAIN PROPERTY. BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF WATERLOO, IOWA: Section 1. That the Official Zoning Map referred to in Section 10-4-4, Rezoning Certain Property, of Ordinance No. 5079, as amended, City of Waterloo Zoning Ordinance, be amended to rezone the property legally described as follows: Tract 1 That part of the South One-half of the Southwest Quarter of Section No. 7, Township No. 88 North, Range No. 12 West of the Fifth Principal Meridian, Black Hawk County, Iowa, described as follows: Beginning at the Southeast corner of said Southwest Quarter; thence North 364.4 feet along the East line of said Southwest Quarter to the Southwesterly line of the right of way of the Chicago, Rock Island and Pacific Railway (now the INRC, Inc.); thence Northwesterly along said Southwesterly line to a point that is 564.8 feet Southeasterly from the North line of the South One-half of said Southwest Quarter (as measured along said Southwesterly line); thence North 89 degrees 23 minutes 42 seconds West 459.87 feet; thence South 11 degrees 21 minutes 57 seconds West 117.91 feet; thence South 35 degrees 16 minutes 42 seconds West 107.51 feet; thence South 54 degrees 41 minutes 14 seconds West 104.5 feet; thence South 74 degrees 06 minutes 27 seconds West 105.31 feet; thence South 88 degrees 23 minutes 54 seconds West 208.61 feet; thence South 41 degrees 02 minutes 05 seconds West 257.7 feet; thence South 04 degrees 17 minutes 16 seconds West 101.95 feet; thence South 37 degrees 56 minutes 28 seconds East 57.94 feet; thence South 84 degrees 09 minutes 59 seconds West 151.97 feet; thence North 88 degrees 54 minutes 06 seconds West 121.55 feet; thence North 66 degrees 43 minutes 27 seconds West 35.75 feet; thence South 00 degrees 01 minutes 27 seconds East 339.7 feet to the South line of said Southwest Quarter; thence East along said South line to the point of beginning; Except the South 195 feet of the East 520 feet thereof; Except 1 square acre in the Southeast corner of the Southwest Quarter of the Southwest Quarter of said Section; and Except that part conveyed to the City of Waterloo, Iowa, by Warranty Deed recorded in 539 LD 298; and Except part of the South Half of the Southwest Quarter of Section 7 Township 88 Range 12 commencing at the Northwest Corner of the South Half of the Southwest Quarter thence South 89 degrees 23 minutes 42 seconds Ordinance No. 5261 Page 2 East along the North line of the South Half of the Southwest Quarter 1361.25 feet to the Southwesterly Right of Way of the Chicago, Rock Island and Pacific Railway; thence South 53 degrees 12 minutes 18 seconds East along the Right of Way 200.81 feet to the point of beginning; thence South 49 degrees 08 minutes 42 seconds West 61 feet; thence South 39 degrees 8 minutes 47 seconds West 82.10 feet; thence South 32 degrees 38 minutes 12 seconds West 130.26 feet; thence South 89 degrees 23 minutes 42 seconds East 459.87 feet to the Southwesterly Right of way of the Chicago, Rock Island and Pacific Railway, thence North 53 degrees 12 minutes 18 seconds West along the Right of Way 364.17 feet to the point of beginning in Section 7 Township 88 Range 12. Tract 2 The Southwest Quarter of the Southeast Quarter of Section Number Twelve (12) in Township Number Eighty- eight (88) North, in Range Number Thirteen (13) West of the Fifth (5th) Principal Meridian excepting therefrom all that part of the West Five Hundred Forty-seven and sixty-two hundredths (547.62) feet in even width lying North of the Waterloo and La Porte Road, now known as U.S. Highway No. 218; and also excepting therefrom all that- part thereof lying Southwesterly of the center line of the Waterloo and La Porte Road, now known as U.S. Highway No. 218. Also excepting all legal highways, and Except part of the Southeast Quarter of the Southeast Quarter of Section 12, Township 88 Range 13 described as following: commencing at the Southeast Corner of the Southeast Quarter of the Southeast Quarter of Section 12 Township 88 Range 13; thence North along the East line of said Southeast Quarter of the Southeast Quarter of said section a distance of 70.41 feet to the pavement centerline of U.S. Highway 218; thence deflect left 35 degrees 35 minutes along said centerline a distance of 692.9 feet; thence deflect right 90 degrees a distance of 60 feet to the point of beginning, said point being on the Northeasterly Right of Way of said highway; thence deflect left 90 degrees along said Northeasterly Right of Way Line a distance of 140 feet; thence deflect right 90 degrees a distance of 150 feet; thence deflect right 85 degrees 17 minutes a distance of 140.48 feet; thence deflect right 94 degrees 43 minutes a distance of 161.55 feet to the point of beginning; and Except part of the Southeast Quarter of the Southeast Quarter of Section 12 Township 88 Range 13 commencing at a point along the centerline of Highway 218 that is 542.9 feet Northwesterly of the East line of said Section 12 Township 88 Range 13 thence deflect right to the Northeasterly Right of Way of said highway which is the point of beginning; thence deflect right 90 degrees 130 feet; thence deflect left 90 degrees 205 feet; thence deflect left 90 degrees 130 feet; thence Southwesterly 205 feet to the point of beginning in Section 12 Township 88 Range 13. AND That part of the Southwest Quarter (SW1/4) of Section Seven (7), Township Eighty-eight (88) North, Range Ordinance No. 5261 Page 3 Twelve (12) West of the Fifth Principal Meridian in Black Hawk County, Iowa described as follows: Beginning at a point that is 712 feet North of the Southwest corner of said Section 7; thence continuing North along the West line of said Section 7 a distance of 611.58 feet; thence S 89° 23' 43" E a distance of 1361.25 feet along the North line of the South One-half (S1/2) of the Southwest Quarter (SW1/4) of said Section 7; thence S 53° 12' 18" E a distance of 200.81 feet along the Southwesterly right of way line of the Chicago, Rock Island and Pacific Railway; and Except part of the South Half of the Southwest Quarter of Section 7 Township 88 Range 12, commencing at the Northwest Corner of the South Half of the Southwest Quarter of said section thence East along the North line of the South Half of the Southwest Quarter of Section 7 a distance of 1081.25 feet to the point of beginning; thence continuing East along the North Line 280 feet to the Southwesterly Right of Way Line of the Chicago, Rock Island and Pacific Railway; thence Southeast along said Right of Way a distance of 200.81 feet; thence South 49 degrees 8 minutes 42 seconds West a distance of 61 feet; thence South 39 degrees 8 minutes 47 seconds West a distance of 82.10 feet; thence South 32 degrees 38 minutes 12 seconds West a distance of 130.26 feet; thence due West a distance of 276.13 feet; thence North a distance of 333.61 feet to the Point of Beginning in Section 7 Township 88 Range 12; now zoned on the Official Zoning Map of Waterloo, Iowa, approximately 61.11 acres of land located at the northeast corner of East Shaulis Road and Texas Street, directly east of Highway 218, as "A-1" Agricultural District, "C-2" Commercial District and "M-1" Light Industrial District, be and the same is hereby zoned as "R -1,R -P" Planned Residence District as above described, subject to the following conditions: 1. That uses within the rezone area be limited to single- family uses. Section 2. That the City Clerk be, and she is hereby directed to file a certified copy of this Ordinance with the Recorder of Black Hawk County, Iowa. INTRODUCED: PASSED 1St CONSIDERATION: PASSED 2nd CONSIDERATION: PASSED 3rd CONSIDERATION: January January January January PASSED AND ADOPTED this 20th day, ATTEST: Suzy Sc ares, CMC City Cl-rk 20, 2015 20, 2015 20, 2015 20, 2015 of January, 2015. nest G. Clark, Mayor Ordinance No. 5261 Page 4 CERTIFICATE I, Suzy Schares, City Clerk of the City of Waterloo, Iowa, do hereby certify that the preceding is a true and complete copy of Ordinance No. 5261 as passed and adopted by the City Council of the City of Waterloo, Iowa, on the 20t day of January, 2015. Witness my hand and seal of office this 20th day of January, A ca szA--) SEAL 's, CMC 2015. uzy Sc City Cle.k Mayor BUCK CLARK COUNCIL MEMBERS DAVID JONES Ward 1 CAROLYN COLE Ward 2 HAROLD GETTY Ward 3 QUENTIN HART Ward 4 RON WELPER Ward 5 BOB GREENWOOD At -Large STEVE SCHMITT At -Large CITY OF WATERLOO, IOWA COMMUNITY PLANNING AND DEVELOPMENT 715 Mulberry Street • Waterloo, Iowa 50703-5783 • (319) 291-4366 Fax (319) 291-4262 NOEL C. ANDERSON, Community Planning & Development Director Council Communication City Council Meeting: October 27, 2014 Prepared: October 21, 2014 Dept. Head Signature: # of Attachments; .214 SUBJECT: A request to set the date of public hearing as November 14, 2014 for a request by the GMJ2 Industries to rezone 61.11 acres from "A-1" Agricultural District, "C-2" Commercial District and "M-1" Light Industrial District to "R -1,R - P" Planned Residence District, located at the northeast corner of East Shaulis Road and Texas Street, directly east of Highway 218. Submitted by: Noel Anderson, Community Planning & Development Director Recommended City Council Action: Approval Summary Statement: Transmitted herewith is a request to set the date of public hearing as November 10, 2014 for a request by the GMJ2 Industries to rezone 61.11 acres from "A-1" Agricultural District, "C-2" Commercial District and "M- 1" Light Industrial District to "R -1,R -P" Planned Residence District, located at the northeast corner of East Shaulis Road and Texas Street, directly east of Highway 218. It would not appear that the rezone would have a negative impact upon the surrounding area or other surrounding land uses. Also, the proposed rezone request will increase traffic on the surrounding streets when fully developed. A negative impact is not expected to be significant and can be minimized through access control, traffic control devices, and geometric design improvements when needed. Roads adjacent to the rezone area are East Shaulis Road, which is classified as a Collector, Texas Street, which is classified as a Local Street, and Highway 218, which is classified as a Principle Arterial. The majority of the rezone area is located within a Special Flood Hazard Area (Zone AE, 100 -year floodplain) as indicated by the Federal Insurance Administration's Flood Insurance Rate Map, Community Number 190025 and Panel Number 0308F, dated July 18, 2011. There are some areas on the south and east sides of the property that is not located within a floodplain. A portion of the Floodway of Sink Creek encroaches on the northern part of the parcel in question. The applicant has submitted a conceptual plan that shows the land being platted into 80 residential lots with a new street network. The lot layout, as submitted, develops lots along the northern portion of the site, but south of the Floodway CII Y WEBSITE: www.ci.waterlooda.us WE'RE WORKING FOR YOU! An Equal Opportunity/Affirmative Action Employer District. This would appear to help reserve the Floodway designated areas to continue to allow for proper drainage. It would appear that the lots start 100' to 150' south of the north property line. When the site is developed for residential purposes, the new structures would need to adhere to the floodplain provisions noted within the Zoning Ordinance, most notably that the lowest floor elevation shall be at least 1' above the 100 - year floodplain elevation. The engineer for the applicant noted that they intend to excavate areas on the site for two to three ponds, with the fill that is excavated from those ponds to be used to elevate the property out of the floodplain. There are also plans to clean out the floodway channel of debris to allow for better flowage of water. The applicant intends to file a Letter of Map Revisions (LOMR) with FEMA to remove the site from the floodplain. The Future Land Use Map designates this area as Industrial. This rezone request is not in conformance with the Future Land Use Map and Comprehensive Plan for this area. If the rezoning of the property is approved, the Future Land Use Map should be amended to reflect the projected development of this land for Low Density Residential uses. The site in question is located within the Primary Growth Area and can be served by the extension of existing utilities in the area. A conceptual plan has been submitted that shows the potential for 80 residential lots and a street network to serve those lots. The "R -1,R -P" Planned Residence District would only allow for one and two family uses, and any residential use with a higher density than that would need to be in a zoning district zoned for multiple family uses. The applicant's engineer has noted that the property owner wants this development to be for single- family uses only. Per the conceptual plan, there would be lots developed that would abut the industrial uses to the north. Sink Creek runs parallel to the north lot line of the rezone area, and when the site is developed for residential uses, the northern lots will be 100' to 150' from the overall north property line of the site. The floodway area consists of a large number of trees, which could buffer the residential uses from the industrial uses to the north. At the October 14, 2014 Planning, Programming and Zoning meeting, the Commission voted unanimously in favor of the rezone request, with the condition that uses within the rezone area be limited to single-family uses. Please find attached to this letter a staff report, aerial photo and legal description. It should be noted that staff as well as other City officials have been receiving concerns and opposition from property owners within the surrounding area, noting concerns on drainage, water runoff, excess traffic, crime, etc. Therefore, staff would request to set the date of public hearing as November 10, 2014 for a request by the GMJ2 Industries to rezone 61.11 acres from "A-1" Agricultural District, "C-2" Commercial District and "M-1" Light Industrial District to "R -1,R -P" Planned Residence District, located at the northeast corner of East Shaulis Road and Texas Street, directly east of Highway 218. Expenditure Required: None Source of Funds: None required Policy Issue: Zoning, Land Use, and Housing Alternative: Background Information: Legal Description: See attached deeds with legal description NA:ta cc: ,4ric Schroeder, City Planner --file-- REQUEST: APPLICANT: GENERAL DESCRIPTION: IMPACT ON NEIGHBORHOOD & SURROUNDING LAND USE: VEHICULAR & PEDESTRIAN TRAFFIC CONDITIONS: RELATIONSHIP TO RECREATIONAL TRAIL PLAN: ZONING HISTORY FOR SITE AND IMMEDIATE VICINITY: October 14, 2014 Request to rezone approximately 01.11 acres of land from "A-1" Agricultural District, "C-2" Commercial District and "M-1" Light Industrial District to "R -1,R -P" Planned Residence District. GMJ2 Industries, 402 East 4th Street, Ste. 101, Waterloo, IA 50703 The proposed rezone area is located near and east of the intersection of East Shaulis Road and Highway 218 (La Porte Road). It would not appear that the rezone would have a negative impact upon the surrounding area or other surrounding land uses. The proposed rezone request will increase traffic on the surrounding streets when fully developed. A negative impact is not expected to be significant and can be minimized through access control, traffic control devices, and geometric design improvements when needed. Roads adjacent to the rezone area are East Shaulis Road, which is classified as a Collector, Texas Street, which is classified as a Local Street, and Highway 218, which is classified as a Principle Arterial. Currently, there are no recreational trails immediately adjacent to the site in question. In the near future, a recreational trail will be extended from Highway 218, eastward along East Shaulis Road and stop at the entrance to the Isle of Capri Casino. Future plans from that point are to extend the trail further to the east along East Shaulis Road and connect it with the Cedar Valley Nature Trail, which are approximately 1.5' miles to the east of the site in question near the Cedar River. The rezone area in question mostly comprised of "A-1" Agricultural District and "M-1" Light Industrial District. There is an area of "C-2" Commercial District located towards the center of the property. The property has undergone some zoning changes over the years, with a portion of it being rezoned in 1980 from "A-1" Agricultural District to "C-2" Commercial District. In 1985, part of the area that was zoned to "C-2" Commercial District in 1980 was rezoned to "M- 1" Light Industrial District where Bertch Manufacturing has constructed some buildings. Surrounding land uses and their zoning are as follows: North — Existing light industrial development, zoned "M-1" Light Industrial District. South — Single-family residences, zoned "A-1" Agricultural District, and "R-1" One and Two Family Residence District. East — Iowa Northern Railroad, zoned "A-1" Agricultural District and single-family residences, zoned "R-2" One and Two Family Residence District. West — Some light commercial uses on the west side of Texas Street and single-family residences, zoned "M-1" Light Industrial GMJ2 Industries —Al, C2 & M1 to R1 RP Page 1 of 4 1 DEVELOPMENT HISTORY: BUFFERS/ SCREENING REQUIRED: DRAINAGE: FLOODPLAIN: PUBLIC /OPEN SPACES/ SCHOOLS: UTILITIES: WATER, SANITARY SEWER, STORM SEWER, ETC. RELATIONSHIP TO October 14. 2014 District. The surrounding area has a large mix of different uses, with primarily industrial development to the north and west of the site, and agricultural and residential development to the south and east of the site. With the far northern lots of the development being located approximately 100' to 150' from the north property line of the site, the drainage way bordering that north lot line could be used to buffer the residential uses from the industrial uses to the east. Rezoning of the land would not appear to have a negative impact upon drainage in the surrounding area. As the site is platted and developed for residential purposes, it would be necessary to install appropriate storm water control methods. The majority of the rezone area is located within a Special Flood Hazard Area (Zone AE, 100 -year floodplain) as indicated by the Federal Insurance Administration's Flood Insurance Rate Map, Community Number 190025 and Panel Number 0308F, dated July 18, 2011. There are some areas on the south and east sides of the property that is not located within a floodplain. A portion of the Floodway of Sink Creek encroaches on the northern part of the parcel in question. The applicant has submitted a conceptual plan that shows the land being platted into 80 residential lots with a new street network. The lot layout, as submitted, develops lots along the northern portion of the site, but south of the Floodway District. This would appear to help reserve the Floodway designated areas to continue to allow for proper drainage. It would appear that the lots start 100' to 150' south of the north property line. When the site is developed for residential purposes, the new structures would need to adhere to the floodplain provisions noted within the Zoning Ordinance, most notably that the lowest floor elevation shall be at least 1' above the 100 -year floodplain elevation. The engineer for the applicant noted that they intend to excavate areas on the site for two to three ponds, with the fill that is excavated from those ponds to be used to elevate the property out of the floodplain. There are also plans to clean out the floodway channel of debris to allow for better flowage of water. The applicant intends to file a Letter of Map Revisions (LOMR) with FEMA to remove the site from the floodplain. Floyd Randall Park is located approximately one half mile to the east at the intersection of East Shaulis Road and Foulk Road. There are no storm sewers that are adjacent to the site. There is an 18" sanitary sewer in Texas Street to the west, 8" and 12" sanitary sewer in East Shaulis Road to the south, an 8" sanitary sewer in Cedar Terrace Drive to the east, and an 18" sanitary sewer located within Kenter Lane, which is a private street just north of the site adjacent to Bertch Manufacturing. The Future Land Use Map designates this area as Industrial. This GMJ2 Industries—A1, C2 & M1 to R1RP Page 2 of 4 2 COMPREHENSIVE LAND USE PLAN: October 14, 2014 rezone request is not in conformance with the Future Land Use Map and Comprehensive Plan for this area. If the rezoning of the property is approved, the Future Land Use Map should be amended to reflect the projected development of this land for Low Density Residential uses. The site in question is located within the Primary Growth Area and can be served by the extension of existing utilities in the area. STAFF ANALYSIS — The proposed rezone area covers areas that are zoned "A-1" ZONING Agricultural District, "C-2" Commercial District and "M-1" Light ORDINANCE: Industrial District. The applicant is proposing to rezone the entire 61 acres to "R -1,R -P" Planned Residence District, which is a site plan specific district. The "R -P" Planned Residence District designation gives the City of Waterloo greater levels of review, and provides for special provisions and care to be taken in site layout, to ensure compatibility to adjacent land uses, including screening, landscaping, setbacks, etc. It also provides for greater levels of public input, as any significant change in the development would be required to be reviewed by the Planning, Programming and Zoning Commission and subsequently the City Council after recommendation. A conceptual plan has been submitted that shows the potential for 80 residential lots and a street network to serve those lots. The "R - 1,R -P" Planned Residence District would only allow for one and two family uses, and any residential use with a higher density than that would need to be in a zoning district zoned for multiple family uses. The applicant's engineer has noted that the property owner wants this development to be for single-family uses only. Per the conceptual plan, there would be lots developed that would abut the industrial uses to the north. Sink Creek runs parallel to the north lot line of the rezone area, and when the site is developed for residential uses, the northern lots will be 100' to 150' from the overall north property line of the site. The floodway area consists of a large number of trees, which could buffer the residential uses from the industrial uses to the north. Staff would note it is not ideal to have residential and industrial development abutting one another, but also believes the buffer area can be designed to allow the two uses to co -exist. The drainage way may work as a buffer area to further screen one use from the other. The existing industrial park development and existing houses along East Shaulis Road make this development of land inevitable, and prime for new development. If entirely developed for industrial as shown on the Future Land Use Map, this could allow for greater conflict between existing houses to the south along East Shaulis Road and future industrial development. When the applicant begins the process of platting the land into residential lots, staff would like to have the entire area be preliminarily platted so that existing and proposed contours can be GMJ2 Industries —Al, C2 & M1 to R1RP Page 3 of 4 3 STAFF ANALYSIS — SUBDIVISION ORDINANCE: STAFF RECOMMENDATION: October 14, 2014 reviewed before final platting the land in multiple phases. There is no platting required as a part of this request. Therefore, staff recommends that the request to rezone from "A-1" Agricultural District and "C-2" Commercial District and "M-1" Light Industrial District to "R -1,R -P"' Planned Residence District be approved for the following reasons: 1. The site in question would appear to provide sufficient space to meet all required regulations including setbacks, drainage, landscaping, screening, etc. 2. It would not appear that rezoning the land to "R -1,R -P" Planned Residence District would have a negative impact upon the surrounding area. 3. The request is located within the primary growth area and can be serviced by the extension of existing utilities in the area. 4. The Planned Residence District allow for a greater influence on exact layout, especially given the proximity to other houses in the area, and plans to abut industrially developed land to the north. Subject to the following condition(s): 1. That uses within the rezone area be limited to single-family uses. GMJ2 Industries —Al, C2 & M1 to R1RP Page 4 of 4 4 l Planning,ra d Zoning October 14 2014 North f E ShaulisRoad East of Texas ret Rezone A-1, C -2,a d M -i to R-19 R -P GMJ2 Industries r of'Waterloo Planning, Programming and ZoningCommission October 14, 2014 T of E Shaulis Road, E of Texas St Rezone A-1, C-2, and M-1 to R -Z, R -P GMJ2 Industries of Waterloo Planning, Programming and Zoning Commission October 14, 9014 N of E Shaulis Road, E of Texas St Rezone A -i, C-2, and M-1 to R-1, R -P GMJ2 Industries 16. SY Y Try o.a.62 141 xB TRACT 'w APPLICATION FOR REZONING CITY OF WATERLOO PLANNING, PROGRAMMING, AND ZONING COMMISSION WATERLOO, IOWA 319.291.4366 I APPLICATION INFORMATION', a. Applicant's name (please print): t Address: Photm. City: = 4f State: — Zip: b. Status of applicant: (a) Owner (b) Other (CHECK ONE): If other explain: Fax; c, Property owner's name i f different than above (please print): -- Address: .11?ta.,-- Streke't Phone.Slq rkt-Cotti'Ct,e-t Fax: City: State: Zip. 7-7tirc7007„, 2. PROPERTY INFORMATION: a. General location of property to be rezoned: x.r b. Legal description of property to be rezoned: 4-7,5 ty 444 ,.4444. ) c. Dimensions of Proposed Zoning Boundary (Excluding Right of Way): 4uv. 2 ,9 ec,, t.,,- )6 I, ,irt) 44- d. Area of Proposed Zoning Boundary (Excluding Right of Way) 4 i iTtICC f.- ( AIVADY- . e. Current zoning: t'l - ; , - - tt,.. Ii- t Requested zoning: i -'''.i -i .s R - tz, , -1 E Reason(s) for rezoning and proposed use(s) of property t--,-,,a.f.,,k;.. i kr--- ,, -.:`',.," ..- ti,ki ? eihi&C. 4iterek,S. g. Conditions (if any) agreed to: / h. Other pertinent information (use reverse side if necessary): AI 4.-.#1 Please Note: If applicant is not the owner of the property, the signature of the owner must be secured. If it is the intent to subdivide (split) any land, vacant or improved in conjunction with this request it must go through a platting process (separate from rezone request). The filing fee of $300 + $10 per acre ($750 max) (payable to the City of Waterloo) is required (round amount down to nearest $10 increment). This fee is non-refundable. Under no condition shall said sum or any part thereof be refunded for failure of said amendment to be enacted into law. Any major change m any of the information given will require that the request go back through the process, with a new filing fee. If the request is denied no new petition covering the same or portion of the same property shall be filed with or considered by the Planning, Programming, and Zoning Commission until four (4) months have elapsed from the date of denial by the Waterloo City Council. The undersigned certify under oath and under the penalties of perjury that all information on this request and submitted along with it is true and correct. All information submitted will be used by the Waterloo Planning, Programming, and Zoning Commission and the Waterloo City Council in making their decision. The undersigned authorize City Zoning Officials to enter the property in question in regards to the request )41 Signature of Applicant Date Signa r ' ft tyi 10 Rezoning Description for Kieffer Addition City of Waterloo, Black Hawk County, Iowa Tract 1 That part of the South One-half of the Southwest Quarter of Section No. 7, Township No. 88 North, Range No. 12 West of the Fifth Principal Meridian, Black Hawk County, Iowa, described as follows: Beginning at the Southeast corner of said Southwest Quarter; thence North 364.4 feet along the East line of said Southwest Quarter to the Southwesterly line of the right of way of the Chicago, Rock Island and Pacific Railway (now the INRC, 'Inc.); thence Northwesterly along said Southwesterly line to a point that is 564.8 feet Southeasterly from the North line of the South One- half of said Southwest Quarter (as measured along said Southwesterly line); thence North 89 degrees 23 minutes 42 seconds West 459.87 feet; thence South 11 degrees 21 minutes 57 seconds West 117.91 feet; thence South 35 degrees 16 minutes 42 seconds West 107.51 feet; thence South 54 degrees 41 minutes 14 seconds West 104.5 feet, thence South 74 degrees 06 minutes 27 seconds West 105.31 feet; thence South 88 degrees 23 minutes 54 seconds West 208.61 feet; thence South 41 degrees 02 minutes 05 seconds West 257.7 feet; thence South 04 degrees 17 minutes 16 seconds West 101.95feet thence South 37 degrees 56 minutes 28 seconds East 57.94 feet; thence South 84 degrees 09 minutes 59 seconds West 151.97 feet; thence North 88 degrees 54 minutes 06 seconds West 121.55 feet; thence North 66 degrees 43 minutes 27 seconds West 35.75 feet; thence South 00 degrees 01 minutes 27 seconds East 339.7 feet to the South line of said Southwest Quarter; thence East along said South line to the point of beginning; Except the South 195 feet of the East 520 feet thereof; Except 1 square acre in the Southeast corner of the Southwest Quarter of the Southwest Quarter of said Section; and Except that part conveyed to the City of Waterloo, Iowa, by Warranty Deed recorded in 539 LD 298; and Except part of the South Half of the Southwest Quarter of Section 7 Township 88 Range 12 commencing at the Northwest Corner of the South Half of the Southwest Quarter thence South 89 degrees 23 minutes 42 seconds east along the North line of the South Half of the Southwest Quarter 1361.25 feet to the Southwesterly Right of Way of the Chicago, Rock Island and Pacific Railway; thence South 53 degrees 12 minutes 18 seconds East along the Right of Way 200.81 feet to the point of beginning; thence South 49 degrees 08 minutes 42 seconds West 61 feet; thence South 39 degrees 8 minutes 47 seconds West 82.10 feet; thence South 32 degrees 38 minutes 12 seconds West 130,26 feet; thence South 89 degrees 23 minutes 42 seconds East 459.87 feet, to the Southwesterly Right of Way of the Chicago, Rock Island and Pacific Railway, thence North 53 degrees 12 minutes 18 second West along the Right of Way 364.17 feet to the point of beginning in Section 7 Township 88 Range 12. Tract 2 The Southwest Quarter of the Southeast Quarter of Section Number Twelve (12) in Township Number Eighty-eight (88) North, in Range Number Thirteen (13) West of the Fifth (5th) Principal Meridian excepting therefrom all that part of the West Five Hundred Forty-seven and sixty-two hundredths (547.62) feet in even width lying North of the Waterloo and La Porte road, now known as U.S. Highway No. 218; and also excepting therefrom all that part thereof lying Southwesterly of the center line of the Waterloo and La Porte Road, now known as U.S. Highway No. 218. Also excepting all legal highways, and Except part of the Southeast Quarter of the Southeast Quarter of Section 12, Township 88 Range 13 described as following: commencing at the Southeast Corner of the Southeast Quarter of the Southeast Quarter of Section 12 Township 88 Range 13; thence North along the East line of said Southeast Quarter of the Southeast Quarter of said section a distance of 70.41 feet to the pavement centerline of U.S. Highway 218; thence deflect left 35 degrees 35 minutes along said centerline a distance of 692.9 feet; thence deflect right 90 degrees a distance of 60 feet to the point of beginning, said point being on the Northeasterly Right of Way of said highway; thence deflect left 90 degrees along said Northeasterly Right of Way Line a distance of 140 feet; thence deflect right 90 degrees a distance of 150 feet; thence deflect right 85 degrees 17 minutes a distance of 140.48 feet; thence deflect right 94 degrees 43 minutes a distance of 161.55 feet to the point of beginning; and Except part of the Southeast Quarter of the Southeast Quarter of Section 12 Township 88 Range 13 commencing at a point along the centerline of Highway 218 that is 542.9 feet Northwesterly of the East line of said Section 12 Township 88 Range 13 thence deflect right to the Northeasterly Right of Way of said highway which is the point of beginning; thence deflect right 90 degrees 130 feet; thence deflect left 90 degrees 205 feet; thence deflect left 90 degrees 130 feet; thence Southwesterly 205 feet to the point of beginning in Section 12 Township 88 Range 13. AND That part of the Southwest Quarter (SW1/4) of Section Seven (7), Township Eight -eight (88) North, Range Twelve (12) West of the Fifth Principal Meridian in Black Hawk County, Iowa described as follows: Beginning at a point that is 712 feet North of the Southwest corner of said Section 7; thence continuing North along the West line of said Section 7 a distance of 611.58 feet; thence S 89°23' 43" E a distance of 1361.25 feet along the North line of the South One-half (S1/2) of the Southwest Quarter (SW1/4) of said Section 7; thence S 53° 12' 18" E a distance of 200.81 feet along the Southwesterly right of way line of the Chicago, Rock Island and Pacific Railway; and Except part of the South Half of the Southwest Quarter of Section 7 Township 88 Range 12, commencing at the Northwest Corner of the South Half of the Southwest Quarter of said section thence East along the North line of the south Half of the Southwest Quarter of Section 7 a distance of 1081.25 feet to the point of beginning; thence continuing East along the North Line 280 feet to the Southwesterly Right of Way Line of the Chicago, Rock Island and Pacific Railway; thence Southeast along said right of Way a distance of 200.81 feet; thence South 49 degrees 8 minutes 42 seconds West a distance of 61 feet; thence South 39 degrees 8 minutes 47 seconds west a distance of 82.10 feet; thence South 32 degrees 38 minutes 12 seconds West a distance of 130.26 feet; thence due West a distance of 276.13 feet; thence North a distance of 333.61 feet to the Point of Beginning in Section 7 Township 88 Range 12. SUZY SCHARES From: Carolyn Cole <Carolyn.Cole@vgm.com> Sent: Monday, January 19, 2015 8:17 AM To: SUZY SCHARES Subject: FW: Request from Cheryl Weaver For the record. From: cweaver2@mediacombb.net[mailto:cweaver2@mediacombb.net] Sent: Monday, January 19, 2015 12:12 AM To: Carolyn Cole Cc: Fran Fuller; Emily Harken Subject: Request from Cheryl Weaver Hi Carolyn, The purpose of this email is to give you information about a man who will be appearing before the Waterloo City Counsel requesting a permit to work as a taxi driver. His name is Tony Haugebok. I had occasion to meet him and was very favorably impressed by him. He is intelligent, respectful and a responsible Christian. He recently obtained his chauffeur's license and was granted a permit to operate a taxi in Cedar Falls. He has a job lined up but needs to get a permit to drive taxi in waterloo. I think there was some misunderstanding when he attempted to get a permit to work in Waterloo and his application was turned down. Please accept my recommendation that Tony be granted a taxi driving permit so he can accept the employment that awaits him. I hope things are going well for you. Feel free to contact me if you have any questions at all. My phone number is 236-6532. Sincerely, Cheryl Weaver FREE Animations for Yaur Err ai ! ck He re! This email has been scanned for email related threats and delivered safely by Mimecast. For more information please visit http://www.mimecast.com 1 CITY OF WATERLOO, IOWA To: City Council Members Re: Notice of Severance CITY HALL 715 MULBERRY STREET 50703 Department POLICE Today's Date: 1/14/2015 Effective Date: 12/31/2014 Employment Date: 7/14/1986 Job Title/Classification Secretary This is to report that the employment of Catherine Smith with the City of Waterloo has been severed by reason of: El Retired Disability Related 0 No ❑ Yes ❑ Resigned ❑ Termination ❑ Other In accordance with City Policy, it is requested to allow payment which consists of the following: Comments: Benefits Total Hours (x) Hourly Rate Total Payout Vacation -Accrued 200.00 $20.30 $ 4,060.00 Vacation -Current 0.00 $20.30 $ - Usable Sick Leave 13.00 $20.30 (x) 25% $ 65.98 Frozen Sick Leave 0.00 $20.30 (x) _% $ - Personal Hours 40.00 $20.30 $ 812.00 Sick Time Pay 0.00 $20.30 $ - Unscheduled Leave 0.00 $20.30 $ - Other Pay 8.00 $20.30 $ 162.40 Total Payment $ 5,100.38 Approved by Human Resources Routing: k, Original to Human Resources by Department Human Resources will forward original to City Clerk (Copy in Personnel File) Clerk's Office will forward approved form to Department Council Agenda Date: ❑ AS/400 Status/Accruals 0 1-9 Date Date COUNCIL MEETING January 20, 2015 Address/Business Topic Janet Bulls NE Iowa Area Agency on Aging 2101 Kimball Ave - Committee Complete Street Advisory Committee Kevin Blanshan INRCOG - Chair of Committee Complete Street Advisory Committee Harlen Ariens Canadian National Railroad Complete Street Advisory Committee HELLAND ENGINEERING & SURVEYING, LTD. I TITLE SHEET - PROJECT NO. 14-239 INDEX OF SHEETS SHEET NO. DESCRIPTION A.1 A.2 B.1 -B.2 C.1 C.1 C.1 C.2 C.3 D.1 D.2 D.3 D.4 D.5 X.1 TITLE SHEET LEGEND GENERAL NOTES ESTIMATED PROJECT QUANTITIES ESTIMATE REFERENCE INFORMATION STORM SEWER TABULATIONS STORMWATER CALCULATIONS STORMWATER CALCULATIONS PLAN AND PROFILE SHEET: ST#1-ST#2 STORM SEWER PLAN AND PROFILE SHEET: ST#3-ST#7 STORM SEWER PLAN AND PROFILE SHEET: ST#8 STORM SEWER PROPOSED STORM SEWER EASEMENT DETENTION POND EXPANSION GENERAL DETAILS PLANS FOR PROPOSED IMPROVEMENTS OF "TOKYO JAPANE STEAKHOUSE" STORSEWER WATERLOO, BLACKM HAWK COUNTY, IOWA OCTOBER 2014 ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH THE 2014 SUDAS STANDARD SPECIFICATIONS - PROJECT LOCATION 11 404 �Cylt��ti ti t,11W444kAt." a misifilik ®�iSe rn t•1• Wit® \ :K mip®NM MIERIPERWIM ®� I� A lialliMILLINE1121% mon MI! NEM MEM 1 2 INDEX OF REVISIONS 10-30-2014 10-30-2014 12-16-2014 SHEET NO. B.1 B.2 C.1 D.1 D.2 X.2 DESCRIPTION CHANGED NOTE 1. TO CITY OF WATERLOO STANDARD SPECIFICATIONS ADDED NOTE 28. STORM SEWER PIPES TO HAVE MASTIC OR GASKETS JOINTS. CHANGED ESTIMATED QUANTITIES AND STORM SEWER PIPE AND STRUCTURE TABULATION CHANGED LOCATION OF STORM SEWER CENTERLINE CHANGED LOCATION OF STORM SEWER EASEMENT TO REFLECT NEW CENTERLINE ADDED SHEET X.2 INDEX OF REVISIONS 12-16-2014 SHEET NO. DESCRIPTION C.1 C.2 -C.3 D.1 D.2 D.3 D.4 D.5 X.2 CHANGED ESTIMATED QUANTITIES AND STORM SEWER PIPE AND STRUCTURE TABULATION ADDED STORMWATER CALCULATIONS CHANGED LOCATION OF 24"0 STORM SEWER ADDED 15"0 STORM SEWER ADDED 15"0 STORM SEWER CHANGE LOCATION OF STORM SEWER EASEMENT TO REFLECT NEW CENTERLINE ADDED DETENTION POND EXPANSION FOR ADDITIONAL RUNOFF FROM LOT A REMOVED SHEET X.2 WATERLOO, BLACK HAWK COUNTY, IOWA NOT TO SCALE IOWA ? ONE CALL 800 / 292-8989 TOLL FREE CALL • BEFORE • YOU • DIG HELLAND ENGINEERING & SURVEYING, LTD. 1107 Technology Parkway Cedar Falls, Iowa 50613-6951 (319)-266-0161 I hereby certify that this engineering document was prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the laws of the State of Iowa. P xf H, Helland License Number 6505 My license renewal date is December 31, 2015. All pages or sheets are covered by this seal except: TOKYO JAPANESE STEAKHOUSE I SHEET NO. A.1 LEGEND G EXISTING GAS MAIN ST EXISTING STORM SEWER MAIN SAN EXISTING SANITARY SEWER MAIN T EXISTING TELEPHONE LINE C EXISTING CABLE LINE E EXISTING UNDERGROUND ELECTRIC LINE w EXISTING WATER MAIN OHE EXISTING OVERHEAD ELECTRIC LINE FO EXISTING FIBER OPTICS LINE x x— EXISTING FENCE EXISTING DRAIN TILE DT EXISTING PAVEMENT EXISTING CURB AND GUTTER r i EXISTING PIPE CULVERT 0 0 U 000 EXISTING PROPERTY LINE EXISTING SANITARY MANHOLE EXISTING STORM MANHOLE EXISTING SIGN EXISTING TWO -POST SIGN EXISTING CONTOUR PROPOSED PAVEMENT PAVEMENT REMOVAL AREA • SANMH#1 PROPOSED SANITARY MANHOLE • STMH#1 PROPOSED STORM MANHOLE PROPOSED AREA STORM INTAKE PROPOSED CLEAN OUT - 000 PROPOSED CONTOUR PROPOSED VALLEY (w/DIRECTION OF FLOW) PROPOSED ROCK RIP -RAP 0 C.O. E T M FO RR FP 0 wv GV CS BH 0 DT 0 B#1 DS 0 • PC HYDRANT - PLAN VIEW HYDRANT - PROFILE VIEW ELECTRICAL PEDESTAL CABLE BOX TELEPHONE PEDESTAL EXISTING MAILBOX FIBER OPTICS BOX RAILROAD SIGNALS FLAGPOLE STUMP DUMPING AREA WATER VALVE GAS VALVE CURB STOP BEEHIVE INLET DRAIN TILE OUTLET SOIL BORING LOCATION PROPOSED DOWNSPOUT LOCATION TRAFFIC SIGNAL POLE IRRIGATION HEAD PROPERTY CORNER • CP CONTROL POINT LIGHT POLE 0-4 LIGHT ON MAST ARM 0 POWER POLE POWER POLE W/GUY WIRE o AA A SILT FENCE —x—x—x—x— EXIST. CHAINLINK FENCE FILTER SOCKS EXISTING TREE SHRUB ROW HELLAND ENGINEERING & SURVEYING, LTD. I LEGEND TOKYO JAPANESE STEAKHOUSE I SHEET NO. A.2 1. ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH THE CITY OF WATERLOO STANDARD SPECIFICATIONS. 2. THE LOCATION OF ALL EXISTING UTILITIES AND SEWERS INDICATED ON THESE PLANS ARE TAKEN FROM EXISTING RECORDS AND ARE NOT GUARANTEED BY THE OWNER OR THE ENGINEER. THE CONTRACTOR SHALL CONFIRM THE EXACT LOCATIONS AND ELEVATIONS OF THESE AND OTHER FACILITIES THAT MAY EXIST BUT ARE NOT SHOWN ON THE PLANS PRIOR TO SUBMITTING BIDS. THE CONTRACTOR SHALL EXPOSE THOSE UTILITIES AND SEWERS AS DIRECTED IN THE FIELD BY THE ENGINEER PRIOR TO BEGINNING ANY CONSTRUCTION OPERATIONS SO THE EXACT LOCATIONS AND ELEVATIONS MAY BE DETERMINED. NO DIRECT PAYMENT SHALL BE MADE FOR THIS WORK AND SHALL BE CONSIDERED INCIDENTAL TO OTHER APPLICABLE WORK, EXCEPT AS NOTED. 3. THE CONTRACTOR SHALL NOTIFY THE RESPECTIVE UTILITIES AND/OR CITY DEPARTMENTS PRIOR TO COMMENCING WORK ON THE PROJECT AND TO THEREAFTER COORDINATE NECESSARY ADJUSTMENT AND/OR RELOCATIONS SO AS TO ELIMINATE DELAYS AND SERVICE INTERRUPTIONS. THE CONTRACTOR SHALL NOT BE COMPENSATED FOR DELAYS AND/OR EXTRA COSTS DUE TO CONFLICTS WITH ANY UNDERGROUND UTILITY OR SEWER FACILITY UNLESS OTHERWISE NOTED. IF THE CONTRACTOR BELIEVES THAT ADDITIONAL COSTS HAVE BEEN INCURRED DUE TO A UTILITY BEING IMPROPERLY LOCATED, THE RESOLUTION OF THE ADDITIONAL COSTS INCURRED SHALL BE MADE BETWEEN THE CONTRACTOR AND THE RESPECTIVE UTILITY COMPANY. 4. CONTRACTOR SHALL MAINTAIN ALL STAKES AND REPORT ANY DAMAGE TO THE ENGINEER. CONTRACTOR SHALL VERIFY ALL GRADES, LINES, LEVELS AND DIMENSIONS AS SHOWN ON THE DRAWINGS, AND HE SHALL REPORT ANY ERRORS OR INCONSISTENCIES TO THE ENGINEER PRIOR TO COMMENCING WORK. CONTRACTOR SHALL BE RESPONSIBLE FOR PRESERVING SURVEY STAKES AND MARKS, AND IF ANY SURVEY STAKES OR MARKS ARE CARELESSLY OR WILLFULLY DESTROYED OR DISTURBED BY THE CONTRACTOR, HE SHALL BE RESPONSIBLE FOR THE MISTAKES THAT MAY BE CAUSED BY THEIR LOSS OR DISTURBANCE AND SHALL BE RESPONSIBLE FOR THE COST OF REPLACING THEM. 5. UTILITY COMPANIES/CITY DEPARTMENTS MAY BE CONTACTED AT THE FOLLOWING PHONE NUMBERS DURING THE CONSTRUCTION OF THIS PROJECT: ONE -CALL --FIELD LOCATES 1-800-292-8989 UTILITY REPRESENTATIVE CONTACT INFORMATION WATERLOO WATERWORKS 325 SYCAMORE STREET WATERLOO, IA 50703 319-232-6280 MCI COMMUNICATIONS SERVICES, INC. VERIZON BUSINESS OSPN NATIONAL SUPPORT/INVESTIGATIONS 2400 NORTH GLENVILLE RICHARDSON, TX 75802 972-729-6016 MEDIACOM TECHNICAL OPERATIONS MANAGER 4010 ALEXANDRA DRIVE WATERLOO, IA 50702 319-235-2197 EXT. 3036 IOWA NETWORK SERVICES (INS1 OUTSIDE PLANT MANAGER 4201 CORPORATE DRIVE DES MOINES, IA 50266 515-830-0445 MIDAMERICAN ENERGY COMPANY 260 FAIRVEIW AVENUE WATERLOO, IA 50704-6000 319-291-4700 GAS: 319-291-4728 ELECTRIC: 319-291-9669 TOLL FREE: 800-329-6261 McLEOD "WINDSTREAM" PAETEC 929 MARTHA'S WAY HIAWATHA, IA 52233 319-790-7510 CENTURY LINK (QWEST) 1010 STRATFORD AVENUE WATERLOO, IA 50701 319-291-9435 IOWA DOT DISTRICT 2 OFFICE 1420 FOURTH STREET S.E. MASON CITY, IA 50401 641423-7584 800-4774368 LOCAL OFFICE 1875 WEST RIDGEWAY AVENUE WATERLOO, IOWA 50701 319-233-3055 CITY OF WATERLOO ENGINEERING DEPT. CITY HALL 715 MULBERRY STREET WATERLOO, IA 50703 319-291-4312 6. THE CONTRACTOR SHALL NOT DISTURB DESIRABLE GRASS AREAS AND DESIRABLE TREES OUTSIDE THE CONSTRUCTION LIMITS. THE CONTRACTOR WILL NOT BE PERMITTED TO PARK OR SERVICE VEHICLES AND EQUIPMENT OR USE THESE AREAS FOR STORAGE OF MATERIALS. STORAGE, PARKING AND SERVICE AREA(S) WILL BE SUBJECT TO THE APPROVAL OF THE ENGINEER. 7. ALL WASTE AREAS OR DISPOSAL SITES PROVIDED BY CONTRACTOR SHALL BE APPROVED BY THE ENGINEER PRIOR TO DISPOSAL OF ANY EXCESS MATERIAL. NO PAYMENT FOR OVERHAUL WILL BE MADE FOR THE AFOREMENTIONED ITEMS. 8. THE PRIME CONTRACTOR SHALL APPLY, OR ENSURE ALL NECESSARY MOISTURE HAS BEEN APPLIED TO THE CONSTRUCTION AREA AND HAUL ROADS TO PREVENT THE SPREAD OF DUST. NO PAYMENT SHALL BE MADE FOR THIS WORK, AND IT SHALL BE CONSIDERED INCIDENTAL TO APPLICABLE ITEMS. 9. REMOVED MATERIALS --ALL MATERIALS REMOVED AS PART OF THIS CONTRACT SHALL REMAIN THE PROPERTY OF THE OWNER UNLESS THE OWNER DETERMINES THAT THE MATERIALS ARE NOT SALVAGEABLE AND THE OWNER DOES NOT WANT TO RETAIN OWNERSHIP OF THE MATERIALS. MATERIALS DESIGNATED IN THE FIELD BY THE ENGINEER AS NONSALVAGEABLE SHALL BE HAULED AND DISPOSED OF BY THE CONTRACTOR AT NO COST TO THE OWNER. ALL OTHER MATERIALS SHALL BE TRANSPORTED TO LOCATIONS AS DIRECTED BY THE ENGINEER. NO SEPARATE MEASUREMENT OR PAYMENT WILL BE MADE FOR HAULING OR DISPOSING OF REMOVED MATERIALS, AND IT SHALL BE CONSIDERED INCIDENTAL TO APPLICABLE ITEMS. 10. TRAFFIC CONTROL DURING CONSTRUCTION --THE CONTRACTOR SHALL, PROVIDE, ERECT, AND MAINTAIN, AT ALL TIMES DURING THE PROGRESS AND SUSPENSION OF THE WORK AND UNTIL COMPLETION AND FINAL ACCEPTANCE THEREOF, SUITABLE AND REQUISITE BARRICADES, SIGNS, OR OTHER ADEQUATE PROTECTION, AS REQUIRED BY THE LATEST REVISION OF PART VI OF THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" AND SHALL PROVIDE, KEEP, AND MAINTAIN SUCH BARRICADES, SIGNS, ETC., AS MAY BE REQUIRED OR AS MAY BE ORDERED BY THE ENGINEER, TO ENSURE THE SAFETY OF THE PUBLIC AS WELL AS THOSE ENGAGED ON THE WORK. ALL BARRICADING PLANS SHALL BE REVIEWED BY THE ENGINEER. ENCAPSULATED LENS SHEETING IS REQUIRED FOR THIS PROJECT. BARRICADES SHALL ALSO INCLUDE FLASHING WARNING LIGHTS. WHEN USED FOR TRAFFIC CONTROL OR PROTECTION OF THE WORK SITE, FENCING MUST BE FIRMLY SUPPORTED IN AN UPRIGHT POSITION. THE ENGINEER MAY DIRECT THE USE OF ADDITIONAL SUPPORTS, OR OTHER SUPPLEMENTS TO ENSURE PROPER PLACEMENT AND DURABILITY OF THE INSTALLATION. THESE SUPPLEMENTS SHALL BE INCIDENTAL TO THE TRAFFIC CONTROL BID ITEM. 11. RIGHT OF WAY AND CONSTRUCTION EASEMENTS -- SPECIAL CARE SHALL BE TAKEN TO PREVENT DAMAGE TO EXISTING TREES AND SHRUBS LOCATED IN THE CONSTRUCTION AREA. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO ANY TREES OR SHRUBS NOT DESIGNATED FOR REMOVAL BY THE ENGINEER. THE CONTRACTOR SHALL RESTRICT HIS OPERATIONS TO THE DESIGNATED R.O.W. OR EASEMENT AREAS UNLESS PRIOR APPROVAL IS OBTAINED FROM THE ENGINEER IN WRITING. 12. EXCESS DIRT RESULTING FROM CONSTRUCTION OPERATIONS AND WHICH IS NOT TO BE INCORPORATED INTO THE PROJECT AT LOCATIONS INDICATED IN THE PLANS OR SPECIFICATIONS SHALL BE HAULED TO APPROVED RUBBLE SITES OR OTHER LOCATION APPROVED BY THE CITY. RUBBLE, RUBBISH, TREES, BRUSH, AND OTHER UNSUITABLE BACKFILL MATERIALS, AS DESIGNATED BY THE CITY ENGINEER, SHALL BE HAULED TO THE COUNTY LANDFILL OR OTHER APPROVED RUBBLE SITE. ALL LANDFILL CHARGES ARE TO BE CONSIDERED INCIDENTAL TO THE CONTRACT AND ARE THE RESPONSIBILITY OF THE CONTRACTOR. 13. OVERHAUL -- OVERHAUL WILL NOT BE PAID FOR "SURPLUS MATERIAL" OBTAINED FROM ANY OF THE ITEMS OF CONSTRUCTION UNDER THIS CONTRACT. THE COST OF OVERHAUL WILL BE CONSIDERED AS INCIDENTAL TO THE ITEMS TO WHICH IT APPLIES. 14. PLAN AND PROFILE SHEETS INCLUDED IN THE PROJECT ARE FOR THE PURPOSE OF ALIGNMENT, LOCATION AND SPECIFIC DIRECTIONS FOR THE WORK TO BE PERFORMED UNDER THIS CONTRACT. IRRELEVANT DATA ON THESE SHEETS IS NOT TO BE CONSIDERED A PART OF THIS CONTRACT. 15. ALL HOLES RESULTING FROM OPERATIONS OF THE CONTRACTOR, INCLUDING REMOVAL OF GUARDRAIL POSTS, FENCE POSTS, UTILITY POLES, OR FOUNDATION STUDIES, SHALL BE FILLED AND CONSOLIDATED TO FINISHED GRADE AS DIRECTED BY THE ENGINEER TO PREVENT FUTURE SETTLEMENT. THE VOIDS SHALL BE FILLED AS SOON AS PRACTICAL - PREFERABLY THE DAY CREATED AND NOT LATER THAN THE FOLLOWING DAY. ANY PORTION OF THE RIGHT-OF-WAY OR PROJECT LIMITS (INCLUDING BORROW AREAS AND OPERATION SITES) DISTURBED BY ANY SUCH OPERATIONS SHALL BE RESTORED TO AN ACCEPTABLE CONDITION. THIS OPERATION SHALL BE CONSIDERED INCIDENTAL TO OTHER BID ITEMS IN THE PROJECT. HELLAND ENGINEERING & SURVEYING, LTD. I GENERAL NOTES TOKYO JAPANESE STEAKHOUSE I SHEET NO. B.1 17. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE WASTE AREAS OR DISPOSAL SITES FOR EXCESS MATERIAL (EXCAVATED MATERIAL OR BROKEN CONCRETE) WHICH IS NOT DESIRABLE TO BE INCORPORATED INTO THE WORK INVOLVED ON THIS PROJECT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT AREAS (INCLUDING HAUL ROADS) SELECTED FOR WASTE OR DISPOSAL DO NOT IMPACT 1) CULTURALLY SENSITIVE SITES OR GRAVES, OR 2) WETLANDS OR "WATERS OF THE U.S.", INCLUDING STREAMS OR STREAM BANKS BELOW THE "ORDINARY HIGH WATER MARK", WITHOUT AN APPROVED U.S. ARMY CORPS OF ENGINEERS SECTION 404 PERMIT. NO PAYMENT FOR OVERHAUL WILL BE ALLOWED FOR MATERIAL HAULED TO THESE SITES. NO MATERIAL SHALL BE PLACED WITHIN THE RIGHT-OF-WAY, UNLESS SPECIFICALLY STATED IN THE PLANS. 18. ALL BORROW AREAS, STOCKPILE AREAS, HAUL ROADS AND AREAS USED FOR EQUIPMENT ON THIS PROJECT WILL REQUIRE SUBSOIL TILLAGE TO AN AVERAGE DEPTH OF 16 INCHES TO 20 INCHES PRIOR TO PLACEMENT OF TOPSOIL AND/OR STABILIZING CROP SEEDING. SUCH TILLAGE SHALL BE ACCOMPLISHED ON A MAXIMUM OF THREE FOOT CENTERS AND AT RIGHT ANGLES TO THE FINISHED SLOPE OF THE BORROW. EQUIPMENT USED TO ACCOMPLISH THE TILLAGE SHALL BE EQUIPPED WITH AN ARROWHEAD -TYPE SHOE SO AS TO PROVIDE LATERAL DISPLACEMENT AND LIMIT THE MOVEMENT OF THE SUBSOIL TO THE SURFACE. IT SHALL BE APPROVED BY THE ENGINEER FOR THE USE INTENDED. THIS WORK WILL BE CONSIDERED INCIDENTAL TO OTHER WORK ON THE PROJECT AND NO PAYMENT WILL BE ALLOWED. IT IS INTENDED THAT FOLLOWING SUBSOIL TILLAGE, THE AREA REMAINS IN A "LOOSENED" CONDITION. ADDITIONAL COMPACTION OR THE OPERATION OF HEAVY EQUIPMENT, OTHER THAN REQUIRED FOR TOPSOIL PLACEMENT AND SHAPING, SHALL NOT BE ALLOWED ON AREAS WHICH HAVE RECEIVED SUBSOIL TILLAGE. 19. THE CONTRACTOR SHALL APPLY NECESSARY MOISTURE TO THE CONSTRUCTION AREA AND HAUL ROADS TO PREVENT THE SPREAD OF DUST. REFER TO ARTICLE 1107.07 OF THE CURRENT STANDARD SPECIFICATIONS FOR ADDITIONAL DETAILS. 20. IN ORDER TO AVOID ANY UNNECESSARY SURFACE BREAKS OR PREMATURE SPALLING, THE CONTRACTOR IS CAUTIONED TO EXERCISE EXTREME CARE WHEN PERFORMING ANY OF THE NECESSARY SAW CUTTING OPERATIONS FOR THE PROPOSED PAVEMENT REMOVAL. 21. THE TOP SIX (6) INCHES OF THE DISTURBED AREAS SHALL BE FREE OF ROCK AND DEBRIS AND SHALL BE SUITABLE FOR THE ESTABLISHMENT OF VEGETATION, SUBJECT TO THE APPROVAL OF THE ENGINEER. 22. THE CONTRACTOR IS EXPECTED TO HAVE MATERIALS, EQUIPMENT, AND LABOR AVAILABLE ON A DAILY BASIS TO INSTALL AND MAINTAIN EROSION CONTROL FEATURES ON THE PROJECT. THIS MAY INVOLVE SEEDING, OR THE INSTALLATION & MAINTENANCE OF SILT FENCE, ROCK DITCH CHECKS, SILT BASINS, OR SILT DIKES. 23. SOME ADJUSTMENTS IN THE MOISTURE CONTENT OF ON-SITE SOILS SHOULD BE ANTICIPATED ON THIS PROJECT TO ACHIEVE ADEQUATE COMPACTION. THE SOIL'S WATER CONTENT AT THE TIME OF COMPACTION SHOULD BE AT -2% TO+ 3% OF THE SOILS OPTIMUM MOISTURE VALUE AS DETERMINED BY THE STANDARD PROCTOR TEST (ASTM D-698). 24. ALL FILL MATERIALS SHALL BE PLACED AND COMPACTED IN LIFTS NOT EXCEEDING 9 INCHES IN LOOSE THICKNESS. ALL FILL MATERIAL PLACED IN PAVEMENT AREAS, WITH THE EXCEPTION OF THE FILL BELOW THE M & D LAYER, SHALL BE COMPACTED TO 95% OF THE SOIL'S MAXIMUM STANDARD PROCTOR DRY DENSITY (ASTM D-698). ALL FILL MATERIAL PLACED BELOW THEM & D LAYER SHALL BE TYPE "A" COMPACTION. 25. CONTRACTOR SHALL NOTIFY OWNER OR OWNER'S ENGINEER IF UNSUITABLE SUBGRADE MATERIAL IS ENCOUNTERED. IT IS THE RESPONSIBILITY OF THE OWNER TO STABILIZE SUBGRADE PRIOR TO BACKFILLING OR SUBBASE CONSTRUCTION. COORDINATE WORK WITH OWNER, OWNER'S ENGINEER AND CITY OF WATERLOO ENGINEERING. 26. IF SOME TIME WILL ELAPSE BETWEEN SUBGRADE PREPARATION AND PAVEMENT CONSTRUCTION, SUBGRADE SHALL BE REWORKED AND RE -TESTED PRIOR TO PLACEMENT OF THE PAVEMENT. SITE GRADING SHALL BE SLOPED TO PROVIDE RAPID DRAINAGE OF SURFACE WATER AWAY FROM PAVEMENTS AND STRUCTURES. ANY WORK PERFORMED DUE TO SUBGRADE DEGRADATION AFTER INITIAL SCARIFYING AND PROFF-ROLLING IS INCIDENTAL TO THE PROJECT. GRANULAR SUBBASE SHALL MEET THE REQUIREMENTS OF SECTION 97043 OF THE I.D.O.T. SUPPLEMENTAL SPECIFICATIONS. POROUS BACKFILL MEETING THE REQUIREMENTS OF SECTION 4131 OF THE 2009 I.D.O.T. STANDARD SPECIFICATIONS IS CONSIDERED INCIDENTAL TO THE PERFORATED SUB -DRAIN SYSTEM. DRAIN TILE SHALL BE INSTALLED BASED ON I.D.O.T. STANDARD RF -19C. 27. INSTALLATION AND MATERIALS TO BE IN ACCORDANCE WITH WATERLOO WATER WORKS STANDARD SPECIFICATIONS. 28. STORM SEWER PIPES TO HAVE MASTIC OR GASKETS JOINTS. POROUS BACKFILL MATERIAL SHALL MEET REQUIREMENTS OF SECTION 4131 OF STANDARD SPECIFICATIONS OF IDOT. SUBBASE OF GRANULAR SUBBASE COMPACTION TO 6" THICK. MINIMUM COMPACTION REQUIREMENTS ARE 95% STANDARD PROCTOR UNDER ALL PAVED STREETS, MINIMUM 1.5 FOOT DEPTH BELOW BOTTOM OF SUBBASE IN CUT SECTIONS AND FROM STRIPPED NATURAL GROUND TO THE BOTTOM OF THE SUBBASE IN FILL SECTIONS. GENERAL NOTES IF ANY DRAINAGE TILE LINES ARE ENCOUNTERED, THE CONTRACTOR IS REROUTE THE DRAINAGE TILE LINES TO CONNECT TO THE PROPOSED STORM SEWER SYSTEM. CONTRACTOR IS TO INSPECT THE SITE AND ACCEPTS FIELD CONDITIONS AS THEY ARE. THE 6" GRANULAR SUBBASE CANNOT BE USED FOR DELIVERY OF THE CONCRETE TO THE PAVER. HELLAND ENGINEERING & SURVEYING, LTD. I GENERAL NOTES TOKYO JAPANESE STEAKHOUSE I SHEET NO. B.2 TOKYO JAPANESE STEAKHOUSE -ESTIMATED PROJECT QUANTITIES ITEM NO. ITEM CODE ITEM QUANTITIES UNITS UNIT COST SUB -TOTAL F.L. OUT ELEVATION 1 2503-0114224 STORM SEWER GRAVITY MAIN, TRENCHED, RCP, 24 IN. 236 LIN. FT. 24" 57.26' 2 2435-0140160 MANHOLE, STORM SEWER, SW -401, 60 IN. 2 EACH STMH#2 OUTLET 3 2435-0140196 MANHOLE, STORM SEWER, SW -401, 96 IN. 1 EACH 851.15 862.50 4 2503-0114224 STORM SEWER GRAVITY MAIN, TRENCHED, RCP, 15 IN. 199 LIN. FT. 15" 30.48' 5 2503-0116218 STORM SEWER GRAVITY MAIN, TRENCHED, RC ARCH PIPE (RCAP), 2000D (CLASS A -III), 18 IN. X 11 IN. 80 LIN. FT. STINT#2 STINT#3 6 15" APRONS, LOW CLEARANCE CONCRETE, 18 IN. X 11 IN. 1 EACH 857.81 STINT#5 7 2435-0250700 INTAKE, SW -507 4 EACH 114.30' 0.74% 8 2435-0251100 INTAKE, SW -511 2 EACH STINT#5 RCP 9 2503-0200036 REMOVE STORM SEWER PIPE LESS THAN OR EQUAL TO 36 IN. 131 LIN. FT. ST#7 10 2510-6745850 REMOVAL OF PAVEMENT 48 SQ. YDS. 0.98% 856.34 11 2301-1033070 STANDARD P.C.C. PAVEMENT, CLASS C, CLASS 3, 7 IN. 45 SQ. YDS. STINT#4 RCP 12 2507-6800042 REVETMENT, CLASS D 29 TONS 13 2102-2710070 EXCAVATION CLASS 10 ROADWAY 290 CU. YDS. 14 2107-0875000 COMPACTION WITH MOISTURE & DENSITY CONTROL 35 CU. YDS. 15 2503-0111012 STORM SEWER GRAVITY MAIN, TRENCHED, HDPE, 12 IN. 75 LIN. FT. ITEM NOS. 13 & 14 APPLY TO THE EXPANDED DETENTION POND ONLY STORM SEWER ESTIMATE REFERENCE INFORMATION 1,4,5, GRANULAR SUBBASE OVER STORM SEWER SHALL WIDEN TO THE STORM SEWER TRENCH LOCATION TO COVER THE TRENCH AND MAINTAIN A CONTINUOUS FLOW PATH FROM THE SUBBASE MATERIAL TO 6,15 THE STORM SEWER TRENCH (SEE "D" SHEETS FOR STORM SEWER LOCATIONS). DEWATERING NECESSARY TO CONSTRUCT STORM SEWER IS TO BE CONSIDERED INCIDENTAL TO THESE BID ITEMS. THIS BID ITEM SHALL BE CONSTRUCTED AS PER IOWA SUDAS SECTION 4020, REFER TO SUDAS SECTION 4020 § 1.08A FOR METHOD OF MEASUREMENT AND PAYMENT. 2-3 THIS BID ITEM SHALL BE CONSTRUCTED AS PER IOWA SUDAS SECTION 6010, REFER TO SUDAS SECTION 6010 § 1.08A FOR METHOD OF MEASUREMENT AND PAYMENT. 7-8 THIS BID ITEM SHALL BE CONSTRUCTED AS PER IOWA SUDAS SECTION 6010, REFER TO SUDAS SECTION 6010 § 1.086 FOR METHOD OF MEASUREMENT AND PAYMENT. 10 THIS BID ITEM SHALL BE CONSTRUCTED AS PER IOWA SUDAS SECTION 4020, REFER TO SUDAS SECTION 4020 § 1.08C FOR METHOD OF MEASUREMENT AND PAYMENT. CAPPING OF INTAKE SHALL BE CONSIDERED INCIDENTAL. 11 THIS BID ITEM SHALL BE CONSTRUCTED AS PER IOWA SUDAS SECTION 7010, REFER TO SUDAS SECTION 7010 § 1.08A FOR METHOD OF MEASUREMENT AND PAYMENT. P.C. CONCRETE MIX SHALL BE C-4, AIR -ENTRAINED, TYPE 1 CEMENT. MINIMUM 7 -DAY COMPRESSIVE STRENGTH SHALL BE 2,400 PSI. MINIMUM 28 -DAY COMPRESSIVE STRENGTH SHALL BE 4,500 PSI. CURING COMPOUND SHALL MEET THE REQUIREMENTS OF ARTICLE 4105.05 OF THE IOWA DOT SPECIFICATIONS. SAW -CUTS FOR NEW PAVEMENT JOINTS SHALL BE INCIDENTAL TO THIS BID ITEM. COURSE AGGREGATE FOR P.C. CONCRETE PAVEMENT SHALL BE CLASS 3 DURABILITY. ALL JOINTING OF PROPOSED CURB AND GUTTER IS CONSIDERED INCIDENTAL TO THIS BID ITEM. CONTRACTOR SHALL USE A SLIP -FORM CURB AND GUTTER PAVING MACHINE WITH ADEQUATE CONCRETE PLACEMENT CAPACITY TO ALLOW CONTINUOUS PLACEMENT OF CONCRETE. 12 THIS BID ITEM SHALL BE CONSTRUCTED AS PER IOWA SUDAS SECTION 9050, REFER TO SUDAS SECTION 9050 § 1.086 FOR METHOD OF MEASUREMENT AND PAYMENT. 13 THIS BID ITEM SHALL BE CONSTRUCTED AS PER IOWA SUDAS SECTION 2010, REFER TO SUDAS SECTION 2010 § 1.08E FOR METHOD OF MEASUREMENT AND PAYMENT. NO PAYMENT FOR OVERHAUL WILL BE MADE ON THIS PROJECT. ANY NECESSARY OVERHALL WILL BE CONSIDERED INCIDENTAL TO THIS BID ITEM. STOCKPILE OF CUT MATERIAL ON-SITE WILL BE CONSIDERED INCIDENTAL TO THIS BID ITEM. 14 THIS BID ITEM SHALL BE CONSTRUCTED AS PER IOWA SUDAS SECTION 2010, REFER TO SUDAS SECTION 2010 § 1.08G FOR METHOD OF MEASUREMENT AND PAYMENT. COMPACTION CONSISTS OF SCARIFY AND RECOMPACT TO A DEPTH OF 12 INCHES. STORM SEWER PIPE TABULATION LINE NO. LOCATION FROM TO PIPE TYPE PIPE DIA. LENGTH SLOPE F.L. IN ELEVATION F.L. OUT ELEVATION NOTES ST#1 STMH#1 STMH#2 RCP 24" 57.26' 1.85% 855.58 854.52 STMH#3 ST#2 STMH#2 OUTLET RCP 24" 172.86' 1.78% 854.22 851.15 862.50 857.93 ST#3 STINT#1 STINT#2 RCP 15" 30.48' 1.54% 858.43 857.96 SW -507 ST#4 STINT#2 STINT#3 RCP 15" 5.71' 0.88% 857.86 857.81 STINT#5 ST#5 STINT#3 STINT#4 RCP 15" 114.30' 0.74% 857.71 856.86 863.70 ST#6 STINT#4 STINT#5 RCP 15" 39.82' 0.80% 856.76 856.44 ST#7 STINT#5 OUTLET RCAP 18"X11" 86.08' 0.98% 856.34 855.50 1 ST#8 STINT#6 STINT#4 RCP 15" 89.24' 3.18% 859.70 856.86 1) 15 IN. EQUIVALENT ARCH PIPE, LENGTH IS TO OUTLET OF APRON STORM SEWER STRUCTURES TABULATION NO. LOCATION STATION TYPE FORM GRADE FLOOR NOTES STMH#1 00+00.00 SW -401 865.50 855.08 1 STMH#2 00+61.39 SW -401 863.46 853.72 1 STMH#3 02+36.32 SW -401 862.08 849.50 2 STINT#1 00+00.00 SW -507 862.50 857.93 STINT#2 00+31.06 SW -511 862.14 857.36 STINT#3 00+36.80 SW -507 861.99 857.21 STINT#4 01+55.48 SW -507 860.50 856.26 STINT#5 01+98.29 SW -507 859.10 855.84 STINT#6 00+00.00 SW -511 863.70 859.20 1) 60 IN. DIA. 2) 96 IN. DIA. HELLAND ENGINEERING & SURVEYING, LTD, ( ESTIMATED QUANTITIES/ESTIMATED QUANTITIES REFERENCE INFORMATION/STORM SEWER TABULATIONS TOKYO JAPANESE STEAKHOUSE J SHEET NO. C.1 Drainage Areas -"TOKYO JAPANESE STEAKHOUSE" 0' 25' 50' SCALE: 1" = 50' TOTAL IMPERVIOUS AREA: 0.785 Acres (CONTROLLED) fir s II IS • 441414 411 lour WS 1211111 WS • Ns NE y a� r 4 AM 4 IS iv„ci. TOTAL PERVIOUS AREA: 0.207 Acres (CONTROLLED) TOTAL PERVIOUS AREA: 0.101 Acres (UNCONTROLLED) TOTAL IMPERVIOUS AREA: 0.151 Acres (UNCONTROLLED) a 29-87 TIME OF CONCENTRATION (Overland Flaw) (4) LENGTH (FEET) o- WOO —1500 1000 '9OO 600 •"••'( 4 700 "•Ct. aJ 600 400-- _aw�[) �r.�..^ 300 200 ISO 100 50 —20 EXAMPLE: Bare, Rocky Soil on 1.5% Slope. Find Time of Concentration for Overall Length of 1000 feet. (3) (1) OVERLAND CONDITION CONC..q AYR CO.N6ACYL N[]1YSNTILL ROCtT, HAPLTAIL TtC CNLTIYA/.TLp TI.e(N .. TANI 0MS] An, PASTURE TALL MALI 1 (5) TC (MINUTES) r5 10 PROCEDURE: Connect Overland Condition (1) with Slope (2). Where Line Crosses the Pivot Line (3), Extend a Line from the Length (4) through the Pivot Line (3) to the Time of Con- centration (5). 1938 HELLAND ENGINEERING & SURVEYING, LTD. STORMWATER CALCULATIONS TOKYO JAPANESE STEAKHOUSE I SHEET NO. C.2 Stormwater Detention Design -Tokyo Japanese Stakehouse Site Area length Wide (controlled) 1.09 (Acres) Proposed Coef. = 0.8100 Slope = Highest Lowest length 867.4 859.8 252 Existing Coef. of Runoff Duration (minutes) 5 10 15 20 30 40 50 60 90 120 0.3 Intensities 2 yr. 5.46 4.21 3.54 3.07 2.46 1.97 1.72 1.54 1.23 0.9 Duration Intensities (minutes) 5 10 15 20 30 40 50 60 90 120 Duration (minutes) 5 10 15 20 30 40 50 60 90 120 10 yr. 7.81 6.02 5.07 4.40 3.52 2.82 2.46 2.22 1.76 1.31 Intensities 100 yr. 11.10 8.55 7.20 6.25 5.00 4.00 3.50 3.15 2.50 1.85 3.02% Intensity Area(acres) 3.93 1.09 Proposed Total Area Coef. C A 0.8100 1.09 0.8100 1.09 0.8100 1.09 0.8100 1.09 0.8100 1.09 0.8100 1.09 0.8100 1.09 0.8100 1.09 0.8100 1.09 0.8100 1.09 0.8100 0.8100 0.8100 0.8100 0.8100 0.8100 0.8100 0.8100 0.8100 0.8100 1.09 1.09 1.09 1.09 1.09 1.09 1.09 1.09 1.09 1.09 Runoff C.F.S. 4.83 3.73 3.13 2.72 2.18 1.74 1.52 1.36 1.09 0.80 6.91 5.33 4.49 3.90 3.12 2.50 2.18 1.97 1.56 1.16 Impervious length Area Pervious Area length Wide Wide Time of Concentration = Intensity = 12.10 3.93 1.29 Q2 C.F.S. Runoff Storage Storage Existing Runoff Volume Q2 C.F.S. C.F.S. Feet2 1.29 3.55 1063.58 1.29 2.44 1463.16 1.29 1.85 1660.88 1.29 1.43 1715.18 1.29 0.89 1600.68 1.29 0.46 1093.09 1.29 0.23 702.36 1.29 0.07 269.14 1.29 -0.20 -1078.33 1.29 -0.49 -3541.32 1.29 1.29 1.29 1.29 1.29 1.29 1.29 1.29 1.29 1.29 0.8100 1.09 9.83 1.29 0.8100 1.09 7.57 1.29 0.8100 1.09 6.37 1.29 0.8100 1.09 5.53 1.29 0.8100 1.09 4.43 1.29 0.8100 1.09 3.54 1.29 0.8100 1.09 3.10 1.29 0.8100 1.09 2.79 1.29 0.8100 1.09 2.21 1.29 0.8100 1.09 1.64 1.29 5.63 4.04 3.20 2.61 1.83 1.21 0.89 0.68 0.27 -0.13 1687.73 2424.62 2879.98 3128.17 3289.89 2899.16 2667.79 2436.43 1455.48 -927.83 8.54 2561.55 6.28 3768.55 5.09 4577.16 4.24 5093.60 3.14 5648.41 2.25 5406.42 1.81 5430.02 1.50 5400.51 0.92 4993.26 0.35 2514.34 #14-239 0.79 (Acres) 0.21 (Acres) Stormwater Detention Design -Tokyo Japanese Stakehouse (uncontrolled) Site Area length Wide Proposed Coef. = 0.6900 Slope = Highest Lowest length (uncontrolled) 0.25 (Acres) 867.4 859.8 252 Existing Coef. of Runoff 0.3 Duration Intensities (minutes) 2 yr. 5 5.46 10 4.21 15 3.54 20 3.07 30 2.46 40 1.97 50 1.72 60 1.54 90 1.23 120 0.9 Duration Intensities (minutes) 10 yr. 5 7.81 10 6.02 15 5.07 20 4.40 30 3.52 40 2.82 50 2.46 60 2.22 90 1.76 120 1.31 Duration Intensities 100 yr. 11.10 8.55 7.20 6.25 5.00 4.00 3.50 3.15 2.50 1.85 (minutes) 5 10 15 20 30 40 50 60 90 120 3.02% Intensity Area(acres) 3.93 0.25 Proposed Total Area Coef. C A 0.6900 0.25 0.6900 0.25 0.6900 0.25 0.6900 0.25 0.6900 0.25 0.6900 0.25 0.6900 0.25 0.6900 0.25 0.6900 0.25 0.6900 0.25 0.6900 0.6900 0.6900 0.6900 0.6900 0.6900 0.6900 0.6900 0.6900 0.6900 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 Runoff C.F.S. 0.95 0.73 0.62 0.53 0.43 0.34 0.30 0.27 0.21 0.16 1.36 1.05 0.88 0.77 0.61 0.49 0.43 0.39 0.31 0.23 Impervious length Area Wide Pervious length Area Wide Time of Concentration = Intensity = 12.10 3.93 0.30 Q2 C.F.S. Runoff Storage Storage Existing Runoff Volume Q2 C.F.S. C.F.S. Feet2 0.30 0.65 195.68 0.30 0.43 260.96 0.30 0.32 286.58 0.30 0.24 284.04 0.30 0.13 235.15 0.30 0.05 109.05 0.30 0.00 5.90 0.30 -0.03 -105.60 0.30 -0.08 -449.47 0.30 -0.14 -1012.44 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.6900 0.25 1.93 0.30 0.6900 0.25 1.49 0.30 0.6900 0.25 1.25 0.30 0.6900 0.25 1.09 0.30 0.6900 0.25 0.87 0.30 0.6900 0.25 0.70 0.30 0.6900 0.25 0.61 0.30 0.6900 0.25 0.55 0.30 0.6900 0.25 0.43 0.30 0.6900 0.25 0.32 0.30 1.06 0.75 0.58 0.47 0.31 0.19 0.13 0.09 0.01 -0.07 318.27 449.79 526.02 561.56 #14-239 0.15 (Acres) 0.10 (Acres) 566.91 463.76 391.91 320.06 48.17 -499.14 1.63 489.89 1.19 713.74 0.95 859.35 0.79 947.57 0.57 1030.13 0.40 956.19 0.31 934.42 0.25 902.21 0.14 743.00 0.02 176.90 HELLAND ENGINEERING & SURVEYING, LTD. I STORMWATER CALCULATIONS I TOKYO JAPANESE STEAKHOUSE I SHEET NO. C.3 SEARS STREET (60' R.O. W) MHd = (B01 + B02 + 2CL)/((6)(11/180)) MHd = (35 + 35 + 2(6))/((80.9136°)(11/180)) MHd = 58.6" (60"0 MANHOLE) MHd = (601 + B02 + 2CL)/((6)(11/180)) MHd 35+35+2(6))/((92.4837°)(¶/180)) / MHd = 50.8" (60"0 MANHOLE) / / EXISTING 12"0 D.I. WATER MAIN BEGIN STA. 00+00 (STMH#1) PROPOSED SW -401 MANHOLE (60") FORM GRADE: 865.50 24'0 RCP IN: 855.88 (VERIFY) 24"0 RCP OUT: 855.58 FLOOR: 855.08 EXISTING 48 0 RCP STORM SEWER C HORIZONTAL SCALE: 1" = 50' 865 860 855 850 0 O ST#1 ST#2 865 ING GROUND PROPOSED GRADE I �4 STA. 00+61.39 ($TMH#2) PRONUbEOSW�41i1 MANHULEj60"r,,, 37, i EOE GRADF' [ 86346 24"0 RCP IN: 1 854.52 "0 -RCP OUT. 854.22 FLOOR: 853.72 CONFLICT STA. 00+93.82 (BETWEEN 12"0 HDPE ROOF DRAIN & 24"0 RCP STORM SEWER) CONFLICT STA. 02+17.22 (BETWEEN 15"0 RCP STORM SEWER & 24"0 RCP STORM SEWER) 0 O 0 O 0 N 850 N ) END STA. 02+36.32 (STMH#3) PROPOSED SW -401 MANHOLE (96 IN.) FORM GRADE: 862.08 24"0 RCP IN: 851.15 481'0 RCP OUT: 850.15 (VERIFY) FLOOR: 849.50 HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 5' HELLAND ENGINEERING & SURVEYING, LTD. I 24"0 STORM SEWER PLAN AND PROFILE (ST#1-ST#2) TOKYO JAPANESE STEAKHOUSE ) SHEET D.1 '74.1 LIN. FT. OF 12"0 HDPE \ROOF DRAIN LINE @ 3.00% SEARS STREET ° (60' R.O.W.) i q�Y %A X12"O HDPE ':. . '� /® �' IN 861 12 ' :.: •..: i Ain `ate y04.. ,tea �.e �R�®®omws4i� r§ '1,401.14r ria,cfa Ityr Fro f STF C /12 REMOVE AND REPLACE EXISTING 7" P.C.C. PAVEMENT (45 SQ. YDS.) (HATCHED) BEGIN STA. 00+00 STINT#1 PROPOSED SW -507 INTAKE FORM GRADE: 12"0 HDPE PIPE IN: 15"0 RCP OUT: FLOOR: STA. 00+31.06 STINT#2 PROPOSED SW -511 FORM GRADE: 15"O RCP IN: 15"0 RCP OUT: FLOOR: 862.50 858.90 858.43 857.93 H-ST#3 865 860 MATCH EXISTING PAVEMENT JOINTING EXISTING 48"0 RCP STORM SEWER f ST#4 F - ST#5 N N ST#6 I ST#7 \EXISTING GROUND INTAKE 862.14 857.96 857.86 857.36 STA. 01498.29 PROPOSED GRADE r STINT#5I --PROED SW 50-7 INTAKE' FORM GRADE: 859.10 4b"0 15"O REROUTE_ 856744 FLOOR_ OUT:_.-.- 856 34 I HORIZONTAL SCALE: 1" = 50' PROPOSED PROPOSED DETENTION POND EXPANSION SEE SHEET D.5 855.84 END STA 0 OUTLET 865 860 15'0-RCAP 1Ni 855.50 (@ END OF APRON) PROVIDE SPECIAL STRUCTURAL SUPPORT 855 e0 STA. 02+59.52 STORM SEWER CROSSING 855 H 850 STA. 01+55.48 STINT#4- r PROPOSED SWVr507 INTAKE FORM GRADE: 86C.50 ` 15"0 -REP IN: 85€:86- 15"0 RCP O1JT: 85E.76 1 -LOUR: 8b1.26 1 (-VERIY HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 5' CONFLICT $TA. 02+5952 (BETWEEN 15"0 RCP STORM SEWER & 48"0-RCRSTORt 1 SEWER) STA. 00+36.80 ' 3TII T#3 845 0 cp0 PROPOSED SW -507 INTAKE FORM GRADE: N1.9 1 -5'0 -RCP -IN - 85.7,6 857.7 15'0 RCP OUT Ft00R 857- 8"11"REINFORCED ~�• CONCRETE -ARCH -PIPE. 1 0 0 CD UD O 0 OCV 0 N 850 0 0 845 o In C] M HELLAND ENGINEERING & SURVEYING, LTD. ( 15"0 STORM SEWER PLAN AND PROFILE (ST#3-ST#7) TOKYO JAPANESE STEAKHOUSE I SHEET D.2 SEARS STREET (60' R.O. W) BEGIN STA. 00+00 (STINT#6) PROPOSED SW -511 INTAKE FORM GRADE: 863.70 170 RCP OUT: 859.70 FLOOR: 859.20 ST#8 865 PROPOSED GRADE 865 860 855 1 EXISTING GROUND 860 855 850 0 0 0 0 LID 0 0 850 , , END STA. 00+89.24 (STINT#4) PROPOSED SW -507 INAKE FORM GRADE: 860.50 15"0 RCP IN: 856.86 15"0 RCP OUT: 856.76 FLOOR: 856.26 CONFLICT STA. 00+46.59 (BETWEEN 15'0 RCP STORM SEWER & 24"0 RCP STORM SEWER) i HORIZONTAL SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 5' HELLAND ENGINEERING & SURVEYING, LTD. 15"0 STORM SEWER PLAN AND PROFILE (ST#8) TOKYO JAPANESE STEAKHOUSE I SHEET D,3 r- EXISTING SANITARY SEWER EASEMENT P.0.0. N 69°43'20" E 23.57' VACATE ALL THAT PART OF EXISTING STORM SEWER EASEMENT LYING SOUTH OF THE SOUTHERLY SIDE OF THE EXISTING STORM SEWER EASEMENT FOR A 48"0 RCP 2,170 SQ. FT. (SHADED PORTION) N 00°23'/2 E 6.95' 20.0, i A= 31.76' R = 998.57' A = 1°49'20" C=N56°22'/'W 31.76' HORIZONTAL SCALE: 1" = 30' N,. N 80°48' W56.22! SEARS STREET (60' R.O. W) N N, 4 / i N, N EXISTING STORM SEWER EASEMENT PROPOSED 20' WIDE STORM SEWER EASEMENT 4,670 sq. ft. N S 00°18' W 5.53' 1 S 69°43'20" W 58.62' DESCRIPTION OF PROPOSED STORM SEWER EASEMENT That part of Lot A in"Crossroads Retail Center Addition" to the City of Waterloo, Black Hawk County, Iowa, described as follows: Commencing at the Northeast corner of said Lot A; thence along the East line of said Lot A South 00°18' West a distance of 5.53 feet to the Southerly line of an existing Storm Sewer Easement; thence along said Southerly line South 69°43'20" West a distance of 58.62 feet to the point of beginning; thence South 11°41' West a distance of 183.30 feet; thence North 80°48' West a distance of 56.22 feet to the Northerly line of Sears Street; thence along said Northerly line Northwesterly 31.76 feet along a curve concave Southwesterly having a radius of 998.57 feet, a central angle of 1 °49'20" and a long chord of North 56°22%' West 31.76 feet to the West line of an existing Storm Sewer Easement; thence along said West line North 00°23'/2 East a distance of 6.95 feet; thence South 80°48' East a distance of 67.06 feet; thence North 11°41' East a distance of 151.67 feet to the Southerly line of said existing Storm Sewer Easement; thence along said Southerly line North 69°43'20" East a distance of 23.57 feet to the point of beginning. Containing 4,670 sq. ft. Note: The East line of said Lot A is assumed to bear South 00°18' West for this description. HELLAND ENGINEERING & SURVEYING, LTD. I PROPOSED STORM SEWER EASEMENT TOKYO JAPANESE STEAKHOUSE I SHEET D.4 PROPOSED 15' DRAINAGE EASEMENT TO BE ACQUIRED FROM PROPRIETOR OF LOT D, CROSSING POINT LLC (SWLY 15' OF LOT D) 29 TONS CLASS D i REVETMENT jettilln \` , EXISTING 24"0 CAST IRON INTAKE GRATE: 853.40 GRADE AT BOTTOM OF EcryXPpAcNIADLE)D DETENTION POND EXISTING 6"0 PVC OUTLET PIPE: 852.22 ®�.• LOT D 8t6 EXISTING CURB OPENINGS PROPOSED 3:1 SLOPE DETENTION POND SIDES (TYPICAL) PROPOSED TOP OF BERM: 857.00 EXISTING 6"0 PVC PIPE Stormwater Calculations "TOKYO JAPANESE STEAKHOUSE" Detention Pond CONTROLLED PROPOSED COEFFICIENT c = ((0.3)(Pervious Area)+(0.95)(Impervious Area))/(Total Area) c = ((0.3)(0.207)+(0.95)(0.785)/(0.992) = 0.81 UNCONTROLLED PROPOSED COEFFICIENT c = ((0.3)(Pervious Area)+(0.95)(Impervious Area))/(Total Area) c = ((0.3)(0.101)+(0.95)(0.151)/(0.252) = 0.69 DETENTION POND VOLUME REQUIRED FOR 10 YEAR STORM LOT A Required Volume + Volume(uncontrolled) = 3290 + 567 = 3857 cu. ft. DETENTION POND VOLUME REQUIRED FOR 10 YEAR STORM TOTAL 8,300 + 3860 = 12,160 cu. ft. (Total volume required from AMENT) Area of Contour 854 = 2777 ft.2 Area of Contour 855 = 3491 ft.2 Area of Contour 856 = 4262 ft.2 Area of Contour 857 = 5089 ft.2 Volume between Contour 854 and 855 = (2777 + 3491)/2 = 3134 cu. ft. Volume between Contour 855 and 856 = (3491 + 4262)/2 = 3876 cu. ft. Volume between Contour 856 and 857 = (4262 + 5089)/2 = 4676 cu. ft. Volume of pyramid between drain and Contour 855 = ((854 - 853.40)(2777))/3 = 555 cu. ft. Total Volume of Pond = 3134 + 3876 + 4676 + 555 = 12241 cu. ft. PIPE SIZING 10 year STORM Qmax = 2.42 (from AMENT) ' \ Qmax = C x AREA x7(2)(gravity)(depth) AREA = Qmax / (0.6 x7(2)(gravity)(depth) ) AREA = 2.42 / (0.6 x7(2)(32.2)(857.0 - 852.22) ) AREA = 0.23 sq. ft. 0.23 = ¶(R)2 R=0.27'0=0.54'(6.75" or 0.56' from AMENT) HORIZONTAL SCALE: 1"=20' (Utilize existing 6"(0.5)0 PVC pipe in place) DETENTION POND EXPANSION FOR ADDITIONAL RUNOFF FROM LOT A TOKYO JAPANESE STEAKHOUSE Back of Curb -fl • Width of VisorEdge of Gutter Pt applicable) 5' 0• ® q Lens Wolfby f ransom so ;oint spacnq or new tort e e waverrreot m cants°lled We intoke hose t t Ad L st od ioc t tont saucing as i eauires 8 4_p• 411 -‘For 6' Lo accommodate bcouts eof attiresLh :Hncpavementords Strop any Im s pavement Hints Mot .. t term the nm rr. 4t4f1 4" 8 f6.. 1 Mrn���� �� a.. 4 d 'Lab 6.. f -fr=+�-9--/ / - e / t2 spacing requremen t nee .alae of the agar area- Normal �� OIL Pavement Location Stotler � It II /-4 _ I B a S (Beck of GEM) co Sh wall II II T II II IIT II rt I II II a I4t3�II t o m n rade 4 0 mn. at Low Point � Back of Curb _s•,_ Farm: }alt Grade i a=61.5 m 6 Bock of Curb MAXIMUM PIPE DIAMETERS SW -602 Type C Trowel month and -3"- 4 0 mel ��. .fA= If Pi Precast Cat place [8;13 =CI3IIC S;I-� 4' La t - Stoctu t ue rmYP Casting 1 6' _26' 10 Form Gmde place bead breaxer 10" Shed Wal 24" E Jomt Lang WuI 3r' 36 Flow DowDowdNor / (Lyp) —-C t1 46 E don- 12 typ. aI 3 ®� �- - -. - _ 36 tmnuf C -\l■l■■r■■ harm (LYP., INSERT vi II 12" mi r� Invert 4wt O '0'-0 h 01 Mod:y dimensions s as required too accommodate other curb max. heights Len p d. E7 Joint Edge too Rods f 'a' Joint Boxout Length LO' Joint (1 1' o" min., 20'-0" max.) PLAN Hei H �� �4 Lownn Flawline �� '... W Height awe II © shaping may bemodified forinsert widthsless than 36 inches. Fora 18 -inch -serf reduceBraun-momsndiacted by 0 nom 12 h m II _fight above of pipesinc- h mina - REINFORCING BAR LIST Mark Size Location Shape Count Length Spacing - 4.1 4 Top s a-8" See Inset} P � xeo A 4t2 4 Top 4 3-6 12' 4) sums e arm Arun I IR, zo-oa e" In.`�y �9UL64 �,�'' °:,an xsn 1._,„- neo 413 4 To p 10 Ip° 6" ��-��� 1m a, 4b1 �b2 1GURE 6010.50 STANOAROROADPLAN SW -507 O1 o 46I a Base e 7-6 i IGURE 6010.50 STANOARDROADPIAN SHEET 2°t2 0 Short Wall sfaTI ora An o 3 _p rye� nee Meal nam rdshudd4 R°°°`° mmmum 4b2 4 Bose 3 4'-6 I o° FEW90NS. I4N r� a 40 4 Insert a Boucot Leogth minds a" See °Ion , L 4' D" mu n y TYPICAL SECTION mu em SINGLE OPEN -THROAT CURB INTAKE, SMALL BOX awl Wall rye gh8minue 4" '�°'"°'"�°` °m`"""°"`"m""' 4w2 4 .ongaIls Noes Vanes Z" 4e2 4 Short Wells Variesmr, 0 Cast -in-place base shown. If base is precast integral with SW -602 Casting bottom riser, the footprint of the base is not required to extend beyond the outer edge of the riser. TYPE G Two-piece fixed costing Precast Top 4-, Adjustment Rings Q2 For additional configurations, maintain a minimum of 12 ■-• inches of concrete between vertical edges of pipe openings. 1. II 10. - E = S S =-` _ . _�� tom. O 12 tech minimum riser height above all pipe openings, II -27" dia.--I s-s a i STORM * S 4 •S�• Manhole Diameter Steps (typ.) Location Station COM ill • •an • tern,. i • e. ♦ ♦ ! 1-♦ ♦ 4 t. SEWER ►��♦i -40.- =MEN Men= Precast Riser =MIME.0.11111111ta Depth Sections \\\„� -4. 441.41.4.41. 4PE4111W Manhole Maximum PI e Diameter Q (Inches) for 2 Pipes PLAN 31" 12"48 min. PLAN (inches) At 180° Separation At g0° Separation Invert 24 18 60 36 24 ^ 72 42 40 84 48 6 96 60 42 min. Lowest ' J Square Edge 1Ye„ I 25$" min. Flawline - { 111? 1 ®• cr 8" min. 4) SUMS emm=a: x050 lot -a -ova a WM w'o^n°` z loo-tsts cI-An -f Vim' m 4" 6"min. 1GURE 6010,40 STANOAROROADPIAN SW -401, cm 24" min. FIGURE 6010.602 STANDAROROAOPNN SW -602 m#4 Bars ®12" o BaseQj SHEET e 2534" min. Izz °r o.c. Each Way RElMSlaeS sen. R lanes SODAS T le -A' MOMde we w eePt -50. W` 26'34" min. Wevnel& Um din stow TM Sim Vwle Jet uta TYPICAL SECTION o CIRCULAR STORM SEWER MANHOLE TYPICAL SECTION 9, a,°rnn CASTINGS FOR STORM SEWER MANHOLES HELLAND ENGINEERING & SURVEYING, LTD. I GENERAL DETAILS I TOKYO JAPANESE STEAKHOUSE I SHEET NO. X. TOKYO JAPANESE STEAKHOUSE INDEX OF SHEETS SHEET NO. DESCRIPTION A.1 A.2 B.1 -B.2 C.1 C.1 C.1 C.2 C.3 D.1 D.2 D.3 D.4 D.5 X.1 TITLE SHEET LEGEND GENERAL NOTES ESTIMATED PROJECT QUANTITIES ESTIMATE REFERENCE INFORMATION STORM SEWER TABULATIONS STORMWATER CALCULATIONS STORMWATER CALCULATIONS PLAN AND PROFILE SHEET: ST#1-ST#2 STORM SEWER PLAN AND PROFILE SHEET: ST#3-ST#7 STORM SEWER PLAN AND PROFILE SHEET: ST#8 STORM SEWER PROPOSED STORM SEWER EASEMENT DETENTION POND EXPANSION GENERAL DETAILS PLANS FOR PROPOSED IMPROVEMENTS OF "TOKYO JAPANESE STEAKHOUSE STORM SEWER WATERLOO, BLACK HAWK COUNTY, IOWA OCTOBER 2014 ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH THE 2015 SUDAS STANDARD SPECIFICATIONS AND CITY OF WATERLOO SUPPLEMENTAL SPECIFICATIONS. REVISIONS N0. DATE 1 10-30-2014 2 12-16-2014 3 01-21-2015 INDEX OF REVISIONS 10-30-2014 SHEET NO. DESCRIPTION B.1 B.2 C.1 D.1 D.2 X.2 CHANGED NOTE 1. TO CITY OF WATERLOO STANDARD SPECIFICATIONS ADDED NOTE 28. STORM SEWER PIPES TO HAVE MASTIC OR GASKETS JOINTS. CHANGED ESTIMATED QUANTITIES AND STORM SEWER PIPE AND STRUCTURE TABULATION CHANGED LOCATION OF STORM SEWER CENTERLINE CHANGED LOCATION OF STORM SEWER EASEMENT TO REFLECT NEW CENTERLINE ADDED SHEET X.2 INDEX OF REVISIONS 12-16-2014 SHEET NO. DESCRIPTION C.1 C.2 -C.3 D.1 D.2 D.3 D.4 D.5 X.2 CHANGED ESTIMATED QUANTITIES AND STORM SEWER PIPE AND STRUCTURE TABULATION ADDED STORMWATER CALCULATIONS CHANGED LOCATION OF 24"0 STORM SEWER ADDED 15'0 STORM SEWER ADDED 15'0 STORM SEWER CHANGE LOCATION OF STORM SEWER EASEMENT TO REFLECT NEW CENTERLINE ADDED DETENTION POND EXPANSION FOR ADDITIONAL RUNOFF FROM LOT A REMOVED SHEET X.2 INDEX OF REVISIONS 01-21-2015 SHEET NO. DESCRIPTION C.1,D.2,D.3 C.1,D.2,D.3 D.5 CHANGED FORM GRADE OF STINT#5 & STINT#6 CHANGED ESTIMATED QUANTITIES, ADDED TRENCH DRAINS CHANGE SIZE OF DETENTION POND PROJECT LOCATION WATERLOO, BLACK HAWK COUNTY, IOWA NOT TO SCALE iliif mmi ■i■■■iii NommlIMIN autanomer ::_::';, commit. 0:07EER 4, O - PAUL H. c In HELLAND 6505 ��, IOWA HELLAND ENGINEERING & SURVEYING, LTD. I TITLE SHEET - PROJECT NO. 14-239 IOWA t_ ONE CALL 8001 292-8989 TOLL MEE CALL - BEFORE - YOU - DIG HELLAND ENGINEERING & SURVEYING, LTD. 1107 Technology Parkway Cedar Falls, Iowa 50613-6951 (319)-266-0161 I hereby certify that this engineering document was prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the laws of the State of Iowa. -foul H. Helland icense Number 6505 My license renewal date is December 31, 2015. All pages or sheets are covered by this seal except: I SHEET NO. A.1 C ST —SAN T C E w OHE FO —x x— DT d 000 R2;=5.3 • SANMH#1 • STMH#1 0 C.O. e — c LEGEND EXISTING GAS MAIN EXISTING STORM SEWER MAIN EXISTING SANITARY SEWER MAIN EXISTING TELEPHONE LINE EXISTING CABLE LINE EXISTING UNDERGROUND ELECTRIC LINE EXISTING WATER MAIN EXISTING OVERHEAD ELECTRIC LINE EXISTING FIBER OPTICS LINE EXISTING FENCE EXISTING DRAIN TILE EXISTING PAVEMENT EXISTING CURB AND GUTTER EXISTING PIPE CULVERT EXISTING PROPERTY LINE EXISTING SANITARY MANHOLE EXISTING STORM MANHOLE EXISTING SIGN EXISTING TWO -POST SIGN EXISTING CONTOUR PROPOSED PAVEMENT PAVEMENT REMOVAL AREA PROPOSED SANITARY MANHOLE PROPOSED STORM MANHOLE PROPOSED AREA STORM INTAKE PROPOSED CLEAN OUT PROPOSED CONTOUR PROPOSED VALLEY (w/DIRECTION OF FLOW) PROPOSED ROCK RIP -RAP U a E C T MI FO RR 0 wv Cv CS BH 0 DT 0 B#1 0 DS 0z 0 • PC • CP 0 0- -x -x -x - HYDRANT - PLAN VIEW HYDRANT- PROFILE VIEW ELECTRICAL PEDESTAL CABLE BOX TELEPHONE PEDESTAL EXISTING MAILBOX FIBER OPTICS BOX RAILROAD SIGNALS FLAGPOLE STUMP DUMPING AREA WATER VALVE GAS VALVE CURB STOP BEEHIVE INLET DRAIN TILE OUTLET SOIL BORING LOCATION PROPOSED DOWNSPOUT LOCATION TRAFFIC SIGNAL POLE IRRIGATION HEAD PROPERTY CORNER CONTROL POINT LIGHT POLE LIGHT ON MAST ARM POWER POLE POWER POLE W/GUY WIRE SILT FENCE EXIST. CHAINLINK FENCE FILTER SOCKS EXISTING TREE SHRUB ROW HELLAND ENGINEERING & SURVEYING, LTD. I LEGEND TOKYO JAPANESE STEAKHOUSE I SHEET NO. A.2 1. ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH THE CITY OF WATERLOO STANDARD SPECIFICATIONS. 2. THE LOCATION OF ALL EXISTING UTILITIES AND SEWERS INDICATED ON THESE PLANS ARE TAKEN FROM EXISTING RECORDS AND ARE NOT GUARANTEED BY THE OWNER OR THE ENGINEER. THE CONTRACTOR SHALL CONFIRM THE EXACT LOCATIONS AND ELEVATIONS OF THESE AND OTHER FACILITIES THAT MAY EXIST BUT ARE NOT SHOWN ON THE PLANS PRIOR TO SUBMITTING BIDS. THE CONTRACTOR SHALL EXPOSE THOSE UTILITIES AND SEWERS AS DIRECTED IN THE FIELD BY THE ENGINEER PRIOR TO BEGINNING ANY CONSTRUCTION OPERATIONS SO THE EXACT LOCATIONS AND ELEVATIONS MAY BE DETERMINED. NO DIRECT PAYMENT SHALL BE MADE FOR THIS WORK AND SHALL BE CONSIDERED INCIDENTAL TO OTHER APPLICABLE WORK, EXCEPT AS NOTED. 3. THE CONTRACTOR SHALL NOTIFY THE RESPECTIVE UTILITIES AND/OR CITY DEPARTMENTS PRIOR TO COMMENCING WORK ON THE PROJECT AND TO THEREAFTER COORDINATE NECESSARY ADJUSTMENT AND/OR RELOCATIONS SO AS TO ELIMINATE DELAYS AND SERVICE INTERRUPTIONS. THE CONTRACTOR SHALL NOT BE COMPENSATED FOR DELAYS AND/OR EXTRA COSTS DUE TO CONFLICTS WITH ANY UNDERGROUND UTILITY OR SEWER FACILITY UNLESS OTHERWISE NOTED. IF THE CONTRACTOR BELIEVES THAT ADDITIONAL COSTS HAVE BEEN INCURRED DUE TO A UTILITY BEING IMPROPERLY LOCATED, THE RESOLUTION OF THE ADDITIONAL COSTS INCURRED SHALL BE MADE BETWEEN THE CONTRACTOR AND THE RESPECTIVE UTILITY COMPANY. 4. CONTRACTOR SHALL MAINTAIN ALL STAKES AND REPORT ANY DAMAGE TO THE ENGINEER. CONTRACTOR SHALL VERIFY ALL GRADES, LINES, LEVELS AND DIMENSIONS AS SHOWN ON THE DRAWINGS, AND HE SHALL REPORT ANY ERRORS OR INCONSISTENCIES TO THE ENGINEER PRIOR TO COMMENCING WORK. CONTRACTOR SHALL BE RESPONSIBLE FOR PRESERVING SURVEY STAKES AND MARKS, AND IF ANY SURVEY STAKES OR MARKS ARE CARELESSLY OR WILLFULLY DESTROYED OR DISTURBED BY THE CONTRACTOR, HE SHALL BE RESPONSIBLE FOR THE MISTAKES THAT MAY BE CAUSED BY THEIR LOSS OR DISTURBANCE AND SHALL BE RESPONSIBLE FOR THE COST OF REPLACING THEM. 5. UTILITY COMPANIES/CITY DEPARTMENTS MAY BE CONTACTED AT THE FOLLOWING PHONE NUMBERS DURING THE CONSTRUCTION OF THIS PROJECT: ONE -CALL --FIELD LOCATES 1-800-292-8989 UTILITY REPRESENTATIVE CONTACT INFORMATION WATERLOO WATERWORKS 325 SYCAMORE STREET WATERLOO, IA 50703 319-232-6280 MCI COMMUNICATIONS SERVICES, INC. VERIZON BUSINESS OSPN NATIONAL SUPPORT/INVESTIGATIONS 2400 NORTH GLENVILLE RICHARDSON, TX 75802 972-729-6016 MEDIACOM TECHNICAL OPERATIONS MANAGER 4010 ALEXANDRA DRIVE WATERLOO, IA 50702 319-235-2197 EXT. 3036 IOWA NETWORK SERVICES (INS) OUTSIDE PLANT MANAGER 4201 CORPORATE DRIVE DES MOINES, IA 50266 515-830-0445 MIDAMERICAN ENERGY COMPANY 260 FAIRVEIW AVENUE WATERLOO, IA 50704-6000 319-291-4700 GAS: 319-291-4728 ELECTRIC: 319-291-9669 TOLL FREE: 800-329-6261 McLEOD "WINDSTREAM" PAETEC 929 MARTHA'S WAY HIAWATHA, IA 52233 319-790-7510 CENTURY LINK(QWESr 1010 STRATFORD AVENUE WATERLOO, IA 50701 319-291-9435 IOWA DOT DISTRICT 2 OFFICE 1420 FOURTH STREET S.E. MASON CITY, IA 50401 641-423-7584 800-477-4368 LOCAL OFFICE 1875 WEST RIDGEWAY AVENUE WATERLOO, IOWA 50701 319-233-3055 CITY OF WATERLOO ENGINEERING DEPT. CITY HALL 715 MULBERRY STREET WATERLOO, IA 50703 319-291-4312 6. THE CONTRACTOR SHALL NOT DISTURB DESIRABLE GRASS AREAS AND DESIRABLE TREES OUTSIDE THE CONSTRUCTION LIMITS. THE CONTRACTOR WILL NOT BE PERMITTED TO PARK OR SERVICE VEHICLES AND EQUIPMENT OR USE THESE AREAS FOR STORAGE OF MATERIALS. STORAGE, PARKING AND SERVICE AREA(S) WILL BE SUBJECT TO THE APPROVAL OF THE ENGINEER. 7. ALL WASTE AREAS OR DISPOSAL SITES PROVIDED BY CONTRACTOR SHALL BE APPROVED BY THE ENGINEER PRIOR TO DISPOSAL OF ANY EXCESS MATERIAL. NO PAYMENT FOR OVERHAUL WILL BE MADE FOR THE AFOREMENTIONED ITEMS. 8. THE PRIME CONTRACTOR SHALL APPLY, OR ENSURE ALL NECESSARY MOISTURE HAS BEEN APPLIED TO THE CONSTRUCTION AREA AND HAUL ROADS TO PREVENT THE SPREAD OF DUST. NO PAYMENT SHALL BE MADE FOR THIS WORK, AND IT SHALL BE CONSIDERED INCIDENTAL TO APPLICABLE ITEMS. 9. REMOVED MATERIALS -- ALL MATERIALS REMOVED AS PART OF THIS CONTRACT SHALL REMAIN THE PROPERTY OF THE OWNER UNLESS THE OWNER DETERMINES THAT THE MATERIALS ARE NOT SALVAGEABLE AND THE OWNER DOES NOT WANT TO RETAIN OWNERSHIP OF THE MATERIALS. MATERIALS DESIGNATED IN THE FIELD BY THE ENGINEER AS NONSALVAGEABLE SHALL BE HAULED AND DISPOSED OF BY THE CONTRACTOR AT NO COST TO THE OWNER. ALL OTHER MATERIALS SHALL BE TRANSPORTED TO LOCATIONS AS DIRECTED BY THE ENGINEER. NO SEPARATE MEASUREMENT OR PAYMENT WILL BE MADE FOR HAULING OR DISPOSING OF REMOVED MATERIALS, AND IT SHALL BE CONSIDERED INCIDENTAL TO APPLICABLE ITEMS. 10, TRAFFIC CONTROL DURING CONSTRUCTION -- THE CONTRACTOR SHALL, PROVIDE, ERECT, AND MAINTAIN, AT ALL TIMES DURING THE PROGRESS AND SUSPENSION OF THE WORK AND UNTIL COMPLETION AND FINAL ACCEPTANCE THEREOF, SUITABLE AND REQUISITE BARRICADES, SIGNS, OR OTHER ADEQUATE PROTECTION, AS REQUIRED BY THE LATEST REVISION OF PART VI OF THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" AND SHALL PROVIDE, KEEP, AND MAINTAIN SUCH BARRICADES, SIGNS, ETC., AS MAY BE REQUIRED OR AS MAY BE ORDERED BY THE ENGINEER, TO ENSURE THE SAFETY OF THE PUBLIC AS WELL AS THOSE ENGAGED ON THE WORK. ALL BARRICADING PLANS SHALL BE REVIEWED BY THE ENGINEER. ENCAPSULATED LENS SHEETING IS REQUIRED FOR THIS PROJECT. BARRICADES SHALL ALSO INCLUDE FLASHING WARNING LIGHTS. WHEN USED FOR TRAFFIC CONTROL OR PROTECTION OF THE WORK SITE, FENCING MUST BE FIRMLY SUPPORTED IN AN UPRIGHT POSITION. THE ENGINEER MAY DIRECT THE USE OF ADDITIONAL SUPPORTS, OR OTHER SUPPLEMENTS TO ENSURE PROPER PLACEMENT AND DURABILITY OF THE INSTALLATION. THESE SUPPLEMENTS SHALL BE INCIDENTAL TO THE TRAFFIC CONTROL BID ITEM. 11. RIGHT OF WAY AND CONSTRUCTION EASEMENTS -- SPECIAL CARE SHALL BE TAKEN TO PREVENT DAMAGE TO EXISTING TREES AND SHRUBS LOCATED IN THE CONSTRUCTION AREA. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO ANY TREES OR SHRUBS NOT DESIGNATED FOR REMOVAL BY THE ENGINEER. THE CONTRACTOR SHALL RESTRICT HIS OPERATIONS TO THE DESIGNATED R.O.W. OR EASEMENT AREAS UNLESS PRIOR APPROVAL IS OBTAINED FROM THE ENGINEER IN WRITING. 12. EXCESS DIRT RESULTING FROM CONSTRUCTION OPERATIONS AND WHICH IS NOT TO BE INCORPORATED INTO THE PROJECT AT LOCATIONS INDICATED IN THE PLANS OR SPECIFICATIONS SHALL BE HAULED TO APPROVED RUBBLE SITES OR OTHER LOCATION APPROVED BY THE CITY. RUBBLE, RUBBISH, TREES, BRUSH, AND OTHER UNSUITABLE BACKFILL MATERIALS, AS DESIGNATED BY THE CITY ENGINEER, SHALL BE HAULED TO THE COUNTY LANDFILL OR OTHER APPROVED RUBBLE SITE. ALL LANDFILL CHARGES ARE TO BE CONSIDERED INCIDENTAL TO THE CONTRACT AND ARE THE RESPONSIBILITY OF THE CONTRACTOR. 13. OVERHAUL — OVERHAUL WILL NOT BE PAID FOR "SURPLUS MATERIAL" OBTAINED FROM ANY OF THE ITEMS OF CONSTRUCTION UNDER THIS CONTRACT. THE COST OF OVERHAUL WILL BE CONSIDERED AS INCIDENTAL TO THE ITEMS TO WHICH IT APPLIES. 14. PLAN AND PROFILE SHEETS INCLUDED IN THE PROJECT ARE FOR THE PURPOSE OF ALIGNMENT, LOCATION AND SPECIFIC DIRECTIONS FOR THE WORK TO BE PERFORMED UNDER THIS CONTRACT. IRRELEVANT DATA ON THESE SHEETS IS NOT TO BE CONSIDERED A PART OF THIS CONTRACT. 15. ALL HOLES RESULTING FROM OPERATIONS OF THE CONTRACTOR, INCLUDING REMOVAL OF GUARDRAIL POSTS, FENCE POSTS, UTILITY POLES, OR FOUNDATION STUDIES, SHALL BE FILLED AND CONSOLIDATED TO FINISHED GRADE AS DIRECTED BY THE ENGINEER TO PREVENT FUTURE SETTLEMENT. THE VOIDS SHALL BE FILLED AS SOON AS PRACTICAL - PREFERABLY THE DAY CREATED AND NOT LATER THAN THE FOLLOWING DAY. ANY PORTION OF THE RIGHT-OF-WAY OR PROJECT LIMITS (INCLUDING BORROW AREAS AND OPERATION SITES) DISTURBED BY ANY SUCH OPERATIONS SHALL BE RESTORED TO AN ACCEPTABLE CONDITION. THIS OPERATION SHALL BE CONSIDERED INCIDENTAL TO OTHER BID ITEMS IN THE PROJECT. HELLAND ENGINEERING & SURVEYING, LTD. J GENERAL NOTES TOKYO JAPANESE STEAKHOUSE I SHEET NO. B.1 17. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE WASTE AREAS OR DISPOSAL SITES FOR EXCESS MATERIAL (EXCAVATED MATERIAL OR BROKEN CONCRETE) WHICH IS NOT DESIRABLE TO BE INCORPORATED INTO THE WORK INVOLVED ON THIS PROJECT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT AREAS (INCLUDING HAUL ROADS) SELECTED FOR WASTE OR DISPOSAL DO NOT IMPACT 1) CULTURALLY SENSITIVE SITES OR GRAVES, OR 2) WETLANDS OR "WATERS OF THE U.S.", INCLUDING STREAMS OR STREAM BANKS BELOW THE "ORDINARY HIGH WATER MARK", WITHOUT AN APPROVED U.S. ARMY CORPS OF ENGINEERS SECTION 404 PERMIT. NO PAYMENT FOR OVERHAUL WILL BE ALLOWED FOR MATERIAL HAULED TO THESE SITES. NO MATERIAL SHALL BE PLACED WITHIN THE RIGHT-OF-WAY, UNLESS SPECIFICALLY STATED IN THE PLANS. 18. ALL BORROW AREAS, STOCKPILE AREAS, HAUL ROADS AND AREAS USED FOR EQUIPMENT ON THIS PROJECT WILL REQUIRE SUBSOIL TILLAGE TO AN AVERAGE DEPTH OF 16 INCHES TO 20 INCHES PRIOR TO PLACEMENT OF TOPSOIL AND/OR STABILIZING CROP SEEDING. SUCH TILLAGE SHALL BE ACCOMPLISHED ON A MAXIMUM OF THREE FOOT CENTERS AND AT RIGHT ANGLES TO THE FINISHED SLOPE OF THE BORROW. EQUIPMENT USED TO ACCOMPLISH THE TILLAGE SHALL BE EQUIPPED WITH AN ARROWHEAD -TYPE SHOE SO AS TO PROVIDE LATERAL DISPLACEMENT AND LIMIT THE MOVEMENT OF THE SUBSOIL TO THE SURFACE. IT SHALL BE APPROVED BY THE ENGINEER FOR THE USE INTENDED. THIS WORK WILL BE CONSIDERED INCIDENTAL TO OTHER WORK ON THE PROJECT AND NO PAYMENT WILL BE ALLOWED. IT IS INTENDED THAT FOLLOWING SUBSOIL TILLAGE, THE AREA REMAINS IN A "LOOSENED" CONDITION. ADDITIONAL COMPACTION OR THE OPERATION OF HEAVY EQUIPMENT, OTHER THAN REQUIRED FOR TOPSOIL PLACEMENT AND SHAPING, SHALL NOT BE ALLOWED ON AREAS WHICH HAVE RECEIVED SUBSOIL TILLAGE. 19. THE CONTRACTOR SHALL APPLY NECESSARY MOISTURE TO THE CONSTRUCTION AREA AND HAUL ROADS TO PREVENT THE SPREAD OF DUST. REFER TO ARTICLE 1107.07 OF THE CURRENT STANDARD SPECIFICATIONS FOR ADDITIONAL DETAILS. 20. IN ORDER TO AVOID ANY UNNECESSARY SURFACE BREAKS OR PREMATURE SPALLING, THE CONTRACTOR IS CAUTIONED TO EXERCISE EXTREME CARE WHEN PERFORMING ANY OF THE NECESSARY SAW CUTTING OPERATIONS FOR THE PROPOSED PAVEMENT REMOVAL. 21. THE TOP SIX (6) INCHES OF THE DISTURBED AREAS SHALL BE FREE OF ROCK AND DEBRIS AND SHALL BE SUITABLE FOR THE ESTABLISHMENT OF VEGETATION, SUBJECT TO THE APPROVAL OF THE ENGINEER. 22. THE CONTRACTOR IS EXPECTED TO HAVE MATERIALS, EQUIPMENT, AND LABOR AVAILABLE ON A DAILY BASIS TO INSTALL AND MAINTAIN EROSION CONTROL FEATURES ON THE PROJECT. THIS MAY INVOLVE SEEDING, OR THE INSTALLATION & MAINTENANCE OF SILT FENCE, ROCK DITCH CHECKS, SILT BASINS, OR SILT DIKES. 23. SOME ADJUSTMENTS IN THE MOISTURE CONTENT OF ON-SITE SOILS SHOULD BE ANTICIPATED ON THIS PROJECT TO ACHIEVE ADEQUATE COMPACTION. THE SOIL'S WATER CONTENT AT THE TIME OF COMPACTION SHOULD BE AT -2% TO + 3% OF THE SOILS OPTIMUM MOISTURE VALUE AS DETERMINED BY THE STANDARD PROCTOR TEST (ASTM D-698). 24. ALL FILL MATERIALS SHALL BE PLACED AND COMPACTED IN LIFTS NOT EXCEEDING 9 INCHES IN LOOSE THICKNESS. ALL FILL MATERIAL PLACED IN PAVEMENT AREAS, WITH THE EXCEPTION OF THE FILL BELOW THE M & D LAYER, SHALL BE COMPACTED TO 95% OF THE SOIL'S MAXIMUM STANDARD PROCTOR DRY DENSITY (ASTM D-698). ALL FILL MATERIAL PLACED BELOW THE M & D LAYER SHALL BE TYPE "A" COMPACTION. 25. CONTRACTOR SHALL NOTIFY OWNER OR OWNER'S ENGINEER IF UNSUITABLE SUBGRADE MATERIAL IS ENCOUNTERED, IT IS THE RESPONSIBILITY OF THE OWNER TO STABILIZE SUBGRADE PRIOR TO BACKFILLING OR SUBBASE CONSTRUCTION. COORDINATE WORK WITH OWNER, OWNER'S ENGINEER AND CITY OF WATERLOO ENGINEERING. 26. IF SOME TIME WILL ELAPSE BETWEEN SUBGRADE PREPARATION AND PAVEMENT CONSTRUCTION, SUBGRADE SHALL BE REWORKED AND RE -TESTED PRIOR TO PLACEMENT OF THE PAVEMENT. SITE GRADING SHALL BE SLOPED TO PROVIDE RAPID DRAINAGE OF SURFACE WATER AWAY FROM PAVEMENTS AND STRUCTURES. ANY WORK PERFORMED DUE TO SUBGRADE DEGRADATION AFTER INITIAL SCARIFYING AND PROFF-ROLLING IS INCIDENTAL TO THE PROJECT. GRANULAR SUBBASE SHALL MEET THE REQUIREMENTS OF SECTION 97043 OF THE I.D.O.T. SUPPLEMENTAL SPECIFICATIONS. POROUS BACKFILL MEETING THE REQUIREMENTS OF SECTION 4131 OF THE 2009 I.D.O.T. STANDARD SPECIFICATIONS IS CONSIDERED INCIDENTAL TO THE PERFORATED SUB -DRAIN SYSTEM. DRAIN TILE SHALL BE INSTALLED BASED ON I.D.O.T. STANDARD RF -19C. 27. INSTALLATION AND MATERIALS TO BE IN ACCORDANCE WITH WATERLOO WATER WORKS STANDARD SPECIFICATIONS. 28. STORM SEWER PIPES TO HAVE MASTIC OR GASKETS JOINTS, POROUS BACKFILL MATERIAL SHALL MEET REQUIREMENTS OF SECTION 4131 OF STANDARD SPECIFICATIONS OF IDOT. SUBBASE OF GRANULAR SUBBASE COMPACTION TO 6" THICK. MINIMUM COMPACTION REQUIREMENTS ARE 95% STANDARD PROCTOR UNDER ALL PAVED STREETS, MINIMUM 1,5 FOOT DEPTH BELOW BOTTOM OF SUBBASE IN CUT SECTIONS AND FROM STRIPPED NATURAL GROUND TO THE BOTTOM OF THE SUBBASE IN FILL SECTIONS. GENERAL NOTES IF ANY DRAINAGE TILE LINES ARE ENCOUNTERED, THE CONTRACTOR IS REROUTE THE DRAINAGE TILE LINES TO CONNECT TO THE PROPOSED STORM SEWER SYSTEM. CONTRACTOR IS TO INSPECT THE SITE AND ACCEPTS FIELD CONDITIONS AS THEY ARE. THE 6" GRANULAR SUBBASE CANNOT BE USED FOR DELIVERY OF THE CONCRETE TO THE PAVER. HELLAND ENGINEERING & SURVEYING, LTD. GENERAL NOTES J TOKYO JAPANESE STEAKHOUSE I SHEET NO. B.2 TOKYO JAPANESE STEAKHOUSE -ESTIMATED PROJECT QUANTITIES ITEM NO. ITEM CODE ITEM QUANTITIES UNITS UNIT COST SUB -TOTAL F.L. OUT ELEVATION NOTES 2503-0114224 STORM SEWER GRAVITY MAIN, TRENCHED, RCP, 24 IN. 236 LIN. FT. 24" 57.26' 2 2435-0140160 MANHOLE, STORM SEWER, SW -401, 60 IN. 2 EACH STMH#2 STMH#3 3 2435-0140196 MANHOLE, STORM SEWER, SW -401, 96 IN. 1 EACH 851.15 862.50 4 2503-0114224 STORM SEWER GRAVITY MAIN, TRENCHED, RCP, 15 IN. 199 LIN. FT. 15" 30.48' 5 2503-0116218 STORM SEWER GRAVITY MAIN, TRENCHED, RC ARCH PIPE (RCAP), 2000D (CLASS A -III), 18 IN. X 11 IN. 80 LIN. FT. STINT#2 STINT#3 6 15" APRONS, LOW CLEARANCE CONCRETE, 18 IN. X 11 IN._ 1 EACH 857.81 STINT#5 7 2435-0250700 INTAKE, SW -507 4 EACH 114.30' 0.74% 8 2435-0251100 INTAKE, SW -511 2 EACH STINT#5 RCP 9 2503-0200036 REMOVE STORM SEWER PIPE LESS THAN OR EQUAL TO 36 IN. 131 LIN. FT. ST#7 10 2510-6745850 REMOVAL OF PAVEMENT 48 SQ. YDS. 0.98% 856.34 11 2301-1033070 STANDARD P.C.C. PAVEMENT, CLASS C, CLASS 3, 7 IN. 45 SQ. YDS. STINT#4 RCP 12 2507-6800042 (1)REVETMENT, CLASS D 46 TONS 13 2102-2710070 (1)EXCAVATION CLASS 10 ROADWAY 475 CU. YDS. 14 2107-0875000 (1)COMPACTION WITH MOISTURE & DENSITY CONTROL 35 CU. YDS. 15 2503-0111012 STORM SEWER GRAVITY MAIN, TRENCHED, HDPE, 12 IN. 75 LIN. FT. 16 2502-2308100 (2) TRENCH DRAIN 64 LIN. FT. 17 2502-8213104 (3)SUBDRAIN, PVC, SCH. 40, NON -PERFORATED 42 LIN. FT. ITEM NOS. 13 & 14 APPLY TO THE EXPANDED DETENTION POND ONLY (1) NOT PART OF THIS PROJECT (2) 37 LIN. FT. NOT PART OF THIS PROJECT (3) 35 LIN. FT. NOT PART OF THIS PROJECT) ESTIMATE REFERENCE INFORMATION 12 THIS BID ITEM SHALL BE CONSTRUCTED AS PER IOWA SUDAS SECTION 9050, REFER TO SUDAS SECTION 9050 § 1.086 FOR METHOD OF MEASUREMENT AND PAYMENT. ESTIMATE REFERENCE INFORMATION 1,4,5, GRANULAR SUBBASE OVER STORM SEWER SHALL WIDEN TO THE STORM SEWER TRENCH LOCATION TO COVER THE TRENCH AND 6,15 MAINTAIN A CONTINUOUS FLOW PATH FROM THE SUBBASE MATERIAL TO THE STORM SEWER TRENCH (SEE "D" SHEETS FOR STORM SEWER LOCATIONS). DEWATERING NECESSARY TO CONSTRUCT STORM SEWER IS TO BE CONSIDERED INCIDENTAL TO THESE BID ITEM THIS BID ITEM SHALL BE CONSTRUCTED AS PER IOWA SUDAS SECTION 4020, REFER TO SUDAS SECTION 4020 § 1.08A FOR METHOD OF MEASUREMENT AND PAYMENT. 2-3 THIS BID ITEM SHALL BE CONSTRUCTED AS PER IOWA SUDAS SECTION 6010, REFER TO SUDAS SECTION 6010 § 1.08A FOR METHOD OF MEASUREMENT AND PAYMENT. 7-8 THIS BID ITEM SHALL BE CONSTRUCTED AS PER IOWA SUDAS SECTION 6010, REFER TO SUDAS SECTION 6010 § 1.08B FOR METHOD OF MEASUREMENT AND PAYMENT. 10 THIS BID ITEM SHALL BE CONSTRUCTED AS PER IOWA SUDAS SECTION 4020, REFER TO SUDAS SECTION 4020 § 1.08C FOR METHOD OF MEASUREMENT AND PAYMENT. CAPPING OF INTAKE SHALL BE CONSIDERED INCIDENTAL. S. 11 THIS BID ITEM SHALL BE CONSTRUCTED AS PER IOWA SUDAS SECTION 7010, REFER TO SUDAS SECTION 7010 § 1.08A FOR METHOD OF MEASUREMENT AND PAYMENT. P.C. CONCRETE MIX SHALL BE C-4, AIR -ENTRAINED, TYPE 1 CEMENT. MINIMUM 7 -DAY COMPRESSIVE STRENGTH SHALL BE 2,400 PSI. MINIMUM 28 -DAY COMPRESSIVE STRENGTH SHALL BE 4,500 PSI. CURING COMPOUND SHALL MEET THE REQUIREMENTS OF ARTICLE 4105.05 OF THE IOWA DOT SPECIFICATIONS. SAW -CUTS FOR NEW PAVEMENT JOINTS SHALL BE INCIDENTAL TO THIS BID ITEM. COURSE AGGREGATE FOR P.C. CONCRETE PAVEMENT SHALL BE CLASS 3 DURABILITY. ALL JOINTING OF PROPOSED CURB AND GUTTER IS CONSIDERED INCIDENTAL TO THIS BID ITEM. CONTRACTOR SHALL USE A SLIP -FORM CURB AND GUTTER PAVING MACHINE WITH ADEQUATE CONCRETE PLACEMENT CAPACITY TO ALLOW CONTINUOUS PLACEMENT OF CONCRETE. STORM SEWER PIPE TABULATION LINE NO. LOCATION FROM TO PIPE TYPE PIPE DIA. LENGTH SLOPE F.L. IN ELEVATION F.L. OUT ELEVATION NOTES ST#1 STMH#1 STMH#2 RCP 24" 57.26' 1.85% 855.58 854.52 STMH#3 ST#2 STMH#2 STMH#3 RCP 24" 172.86' 1.78% 854.22 851.15 862.50 857.93 ST#3 STINT#1 STINT#2 RCP 15" 30.48' 1.54% 858.43 857.96 SW -507 ST#4 STINT#2 STINT#3 RCP 15" 5.71' 0.88% 857.86 857.81 STINT#5 ST#5 STINT#3 STINT#4 RCP 15" 114.30' 0.74% 857.71 856.86 863.40 ST#6 STINT#4 STINT#5 RCP 15" 39.82' 0.80% 856.76 856.44 ST#7 STINT#5 OUTLET RCAP 18"x11" 86.08' 0.98% 856.34 855.50 1 ST#8 STINT#6 STINT#4 RCP 15" 89.24' 3.18% 859.70 856.86 1) 15 IN. EQUIVALENT ARCH PIPE, LENGTH IS TO OUTLET OF APRON 13 THIS BID ITEM SHALL BE CONSTRUCTED AS PER IOWA SUDAS SECTION 2010, REFER TO SUDAS SECTION 2010 § 1.08E FOR METHOD OF MEASUREMENT AND PAYMENT. NO PAYMENT FOR OVERHAUL WILL BE MADE ON THIS PROJECT. ANY NECESSARY OVERHALL WILL BE CONSIDERED INCIDENTAL TO THIS BID ITEM. STOCKPILE OF CUT MATERIAL ON-SITE WILL BE CONSIDERED INCIDENTAL TO THIS BID ITEM. 14 THIS BID ITEM SHALL BE CONSTRUCTED AS PER IOWA SUDAS SECTION 2010, REFER TO SUDAS SECTION 2010 § 1.08G FOR METHOD OF MEASUREMENT AND PAYMENT. COMPACTION CONSISTS OF SCARIFY AND RECOMPACT TO A DEPTH OF 12 INCHES. STORM SEWER STRUCTURES TABULATION NO. LOCATION STATION TYPE FORM GRADE FLOOR NOTES STMH#1 00+00.00 SW -401 865.50 855.08 1 STMH#2 00+61.39 SW -401 863.46 853.72 1 STMH#3 02+36.32 SW -401 861.95 849.50 2 STINT#1 00+00.00 SW -507 862.50 857.93 STINT#2 00+31.06 SW -511 862.14 857.36 STINT#3 00+36.80 SW -507 861.99 857.21 STINT#4 01+55.48 SW -507 860.50 856.26 STINT#5 01+98.29 SW -507 859.00 855.84 STINT#6 00+00.00 SW -511 863.40 859.20 1) 60 IN. DIA. 2) 96 IN. DIA., STATIONING IS TO END OF 241'0 RCP HELLAND ENGINEERING & SURVEYING, LTD. I ESTIMATED QUANTITIES/ESTIMATED QUANTITIES REFERENCE INFORMATION/STORM SEWER TABULATIONS TOKYO JAPANESE STEAKHOUSE I SHEET NO. C.1 Drainage Areas -"TOKYO JAPANESE STEAKHOUSE" TOTAL IMPERVIOUS AREA: 0.785 Acres (CONTROLLED) - 0.151 Acres U 29-8T () 'SLOPE -20 _ IS (4) -Io LENGTH e (FEET) :g -7 6 s = 4 .r = - •3'--.--- 2-- - —1.5'- -1.0 —0.9 —0.6 —0.7 —0.4 —0.i EXAMPLE: Bare, Rocky Soil on Time of Concentration of 1000 feet. TIME OF CONCENTRATION (Overland Flow) (3) - c-2000 = =Isco 1000 90 0 -700 Ica. 7600 '•-.,ree.r `•- •-•••,•- - 600 —gra---- R.- tr...... —4130_. a%ore..---- ----- - ` (1) OVERLAND CONDITION cont or AIM tossuuu — to so R?, a int ny¢ an.ilwTiu - ` TINOTA or TNN mass AV&MITUAE J. TALL OAA -11 Connect with Slope the Pivot from the Pivot Line (5) (MINUTES) -5 - - L —10 15 0' 25' 50' SCALE: 1" = 50' 100' `` 1 , /`, - ----- - OO = 200 _ - —150 i. = 100 —20 c• ' 1.5% Slope. Find PROCEDURE: for Overall 1938 E "$:rear. 213 25 30 • 40 45 4-50 Overland Condition (1) (2). Where Line Crosses Line (3), Extend a Line Length (4) through the (3) to the Time of Con- (5). - `/40 'I AREA: NI� IFS ` \` rApt ,1/4 Pi IS %S..111/4,`/ 411/4 Ns 0.207 AcresLength 0.101 Acres IIII 7 �� / TOTAL PERVIOUS AREA: (CONTROLLED) TOTAL PERVIOUS AREA: (UNCONTROLLED) 111 Nee OMNI SINIIIIII ithain ,',' /a / � 4 __ f�—�centration \� TOTAL IMPERVIOUS (UNCONTROLLED) HELLAND ENGINEERING & SURVEYING, LTD. I STORMWATER CALCULATIONS TOKYO JAPANESE STEAKHOUSE I SHEET NO. C.2 Stormwater Detention Site Area length Wide Design 1.09 length -Tokyo Japanese Stakehouse (controlled) Impervious (Acres) Area Pervious Area Time of Concentration length Wide #14-239 0.79 (Acres) 0.21 (Acres) Stormwater Detention Site Area length Wide Design -Tokyo (uncontrolled) 0.25 length Japanese (Acres) Stakehouse (uncontrolled) Impervious length Wide #14-239 0.15 (Acres) 0.10 (Acres) = Area Proposed Coef. = 0.8100 Highest Lowest length Wide Proposed Coef. = 0.6900 Highest Lowest Pervious length Wide Area .1 = Intensity = Time of Concentration = Intensity = 12.10 12.10 3.93 3.93 Slope = 867.4 859.8 252 3.02% Slope = 867.4 859.8 252 3.02% Existing Coef. of Runoff Intensity Area(acres) Existing Coef. of Runoff Intensity Area(acres) 0.3 3.93 1.09 = 1.29 Q2 C.F.S. 0.3 3.93 0.25 = 0.30 Q2 C.F.S. Proposed Runoff Runoff Storage Storage Proposed Runoff Runoff Storage Storage Duration Intensities Coef. Total Area C.F.S. Existing Runoff Volume Duration Intensities Coef. Total Area C.F.S. Existing Runoff Volume (minutes) 2 yr. C A Q2 C.F.S. C.F.S. Feet2 (minutes) 2 yr. C A Q2 C.F.S. C.F.S. Feet2 5 5.46 0.8100 1.09 4.83 1.29 3.55 1063.58 5 5.46 0.6900 0.25 0.95 0.30 0.65 195.68 10 4.21 0.8100 1.09 3.73 1.29 2.44 1463.16 10 4.21 0.6900 0.25 0.73 0.30 0.43 260.96 15 3.54 0.8100 1.09 3.13 1.29 1.85 1660.88 15 3.54 0.6900 0.25 0.62 0.30 0.32 286.58 20 3.07 0.8100 1.09 2.72 1.29 1.43 1715.18 20 3.07 0.6900 0.25 0.53 0.30 0.24 284.04 30 2.46 0.8100 1.09 2.18 1.29 0.89 1600.68 30 2.46 0.6900 0.25 0.43 0.30 0.13 235.15 40 1.97 0.8100 1.09 1.74 1.29 0.46 1093.09 40 1.97 0.6900 0.25 0.34 0.30 0.05 109.05 50 1.72 0.8100 1.09 1.52 1.29 0.23 702.36 50 1.72 0.6900 0.25 0.30 0.30 0.00 5.90 60 1.54 0.8100 1.09 1.36 1.29 0.07 269.14 60 1.54 0.6900 0.25 0.27 0.30 -0.03 -105.60 90 1.23 0.8100 1.09 1.09 1.29 -0.20 -1078.33 90 1.23 0.6900 0.25 0.21 0.30 -0.08 -449.47 120 0.9 0.8100 1.09 0.80 1.29 -0.49 -3541.32 120 0.9 0.6900 0.25 0.16 0.30 -0.14 -1012.44 Duration Intensities Duration Intensities (minutes) 10 yr. (minutes) 10 yr. 5 7.81 0.8100 1.09 6.91 1.29 5.63 1687.73 5 7.81 0.6900 0.25 1.36 0.30 1.06 318.27 10 6.02 0.8100 1.09 5.33 1.29 4.04 2424.62 10 6.02 0.6900 0.25 1.05 0.30 0.75 449.79 15 5.07 0.8100 1.09 4.49 1.29 3.20 2879.98 15 5.07 0.6900 0.25 0.88 0.30 0.58 526.02 20 4.40 0.8100 1.09 3.90 1.29 2.61 3128.17 20 4.40 0.6900 0.25 0.77 0.30 0.47 561.56 30 3.52 0.8100 1.09 3.12 1.29 1.83 3289.89 30 3.52 0.6900 0.25 0.61 0.30 0.31 566.91 40 2.82 0.8100 1.09 2.50 1.29 1.21 2899.16 40 2.82 0.6900 0.25 0.49 0.30 0.19 463.76 50 2.46 0.8100 1.09 2.18 1.29 0.89 2667.79 50 2.46 0.6900 0.25 0.43 0.30 0.13 391.91 60 2.22 0.8100 1.09 1.97 1.29 0.68 2436.43 60 2.22 0.6900 0.25 0.39 0.30 0.09 320.06 90 1.76 0.8100 1.09 1.56 1.29 0.27 1455.48 90 1.76 0.6900 0.25 0.31 0.30 0.01 48.17 120 1.31 0.8100 1.09 1.16 1.29 -0.13 -927.83 120 1.31 0.6900 0.25 0.23 0.30 -0.07 -499.14 Duration Intensities Duration Intensities (minutes) 100 yr. (minutes) 100 yr. 5 11.10 0.8100 1.09 9.83 1.29 8.54 2561.55 5 11.10 0.6900 0.25 1.93 0.30 1.63 489.89 10 8.55 0.8100 1.09 7.57 1.29 6.28 3768.55 10 8.55 0.6900 0.25 1.49 0.30 1.19 713.74 15 7.20 0.8100 1.09 6.37 1.29 5.09 4577.16 15 7.20 0.6900 0.25 1.25 0.30 0.95 859.35 20 6.25 0.8100 1.09 5.53 1.29 4.24 5093.60 20 6.25 0.6900 0.25 1.09 0.30 0.79 947.57 30 5.00 0.8100 1,09 4.43 1.29 3.14 5648.41 30 5.00 0.6900 0.25 0.87 0.30 0.57 1030.13 40 4.00 0.8100 1.09 3.54 1.29 2.25 5406.42 40 4.00 0.6900 0.25 0.70 0.30 0.40 956.19 50 3.50 0.8100 1.09 3.10 1.29 1.81 5430.02 50 3.50 0.6900 0.25 0.61 0.30 0.31 934.42 60 3.15 0.8100 1.09 2.79 1.29 1.50 5400.51 60 3.15 0.6900 0.25 0.55 0.30 0.25 902.21 90 2.50 0.8100 1.09 2.21 1.29 0.92 4993.26 90 2.50 0.6900 0.25 0.43 0.30 0.14 743.00 120 1.85 0.8100 1.09 1.64 1.29 0.35 2514.34 120 1.85 0.6900 0.25 0.32 0.30 0.02 176.90 HELLAND ENGINEERING & SURVEYING, LTD. I STORMWATER CALCULATIONS i TOKYO JAPANESE STEAKHOUSE I SHEET NO. C.3 SEARS STREET (60' R.O. W) MHd = 601 + B02 + 2CL)/((6)(1/180)) MHd = 35 + 35 + 2(6))/((80.9136°)(11/180)) MHd = 58.6" (60"0 MANHOLE) HORIZONTAL SCALE: 1"= 50' MHd = B01 + B02 + 2CL)/(0)(11/180)) MHd = 35 + 35 + 2(6))/((92.4837°)(11/180)) MHd = 50.8" (60"0 MANHOLE) EXISTING 12"0 D.I. WATER MAIN; BEGIN 865 860 ST#1 ST#2 EXISTING GROUND 7 865 i PROPOSED GRADE STA. 00+00 (STMH#1 PROPOSED SW -401 MANHOLE (60") FORM GRADE: 865.50 24"0 RCP IN: 855.88 (VERIFY) 24"0 RCP OUT: 855.58 FLOOR: 855.08 855 I 3 I' T 43 0 0 0 Ln o L 850 0 0 0 STA. 00+61.39 ($TMH#2) PROPOSEWSW(4U fiMANHOLE(60"). .FORMGRADF' i .86346 24"0 RCP IN: ' 854.52 -24 3RCPBU-T: 854:2— FLOOR: L 853.72 860 —I LO N 855 850 CONFLICT STA. 00+93.82 (BETWEEN 12"0 HDPE ROOF DRAIN & 24"0 RCP STORM SEWER) CONFLICT STA. 02+1722 (BETWEEN 15'0 RCP STORM SEWER & 24"0 RCP STORM SEWER) END STA. 02+36.32 (STMH#3) PROPOSED SW -401 MANHOLE (96 IN.) FORM GRADE: 861.95 24"0 RCP IN: 851.15 48"0 RCP OUT: 850.15 (VERIFY) FLOOR: 849.50 HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 5' HELLAND ENGINEERING & SURVEYING, LTD. I 24"0 STORM SEWER PLAN AND PROFILE (ST#1-ST#2) TOKYO JAPANESE STEAKHOUSE I SHEET D.1 '74.1 LIN. FT. OF 12"0 HDPE ROOF DRAIN LINE @ 3.00% SEARS STREET (60'R.O.W) 1:11:4Yrig 2"0 HDPE . , � 861.12 a�w�.7ww�r���wniM4:61111"�i r.�r.� ST#8 SHEET D.3 END OF TRENCH DRAIN TOP: 862.33 6"0 OUT: 861.66 TRENCH DRAIN DETAIL, HORIZONTAL SC E: i =;10' END OF TRENCH DRAIN,. TOP: 860.74 6"0 OUT: 859.93 STINT#4 STA. 01+55.48 BEGIN STINT#1 STA. 00+00.00 STINT#3 STA. 00+36.80 STINT#5 STA. 01+98.29 26.65 LIN. FT. OF 8" TRENCH DRAIN (KLASSIKDRAIN - K200 OR EQUIVALENT) TRENCH DRAIN (SEE DETAIL SHEET D.3) HORIZONTAL SCALE: 1" = 50' BEGIN STA. 00+00 STINT#1 PROPOSED SW -507 INTAKE FORM GRADE: 12"0 HDPE PIPE IN: 15"0 RCP OUT: FLOOR: STA. 00+31.06 862.50 858.90 858.43 857.93 REMOVE AND REPLACE EXISTING 7" P.C.C. PAVEMENT (45 SQ. YDS.) (HATCHED) ST#3 -- 865 ill 860 END/APRON STA. 02+84.69 PROPOSED .76 LIN. FT. OF 6"O SCH. 40 PVC @ 10.0% 6"0 IN: 859.25 STINT#3 STA. 00+36.80 MATCH EXISTING PAVEMENT JOINTING ST#4 EXISTING 48"0 RCP STORM SEWER TRENCH DRAIN (SEE DETAIL) ST#5 PROPOSED DETENTION POND EXPANSION SEE SHEET D.5 ST#6 ST#7 1 PROPOSED GRADE STINT#2 PROPOSED SW -511 INTAKE FORM GRADE: 862.14 15"0 RCP IN: 857.96 1510 RCP OUT: 857.86 FLOOR: 857.36 • \EXISTING GROUND \I STA. 01498.29 II ---- - _ STINT#5r PROP 8€B -SW -567 -INTAKE FORM G ADE: 859.00 15'0 -RCP IN: 856744- 15"0 RCP 0111 1855.34. FLOOR: 855,84 'LaMar -_ S �.�� - ® 1.1'(VEf`A)) 855 I - 850 845 ' 0 0 0 STA. 01+55.48 ST1NTr✓44-- PROPOSED SNL -507 INTAKE - FORM GRADE: 86 .50 - 1r'f RGP-IN -85 .86- 15"0 RCP Oj1T: 85 .76 I-LUOR- I Lb STA 00+3680 h TINT# HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1"= 5' 865 860 END A. 02+84:64 OUTLET 15"0 RCAF N:855.50 (@ END OF APRON) PROVIDE SPECIAL STRUCTURAL SUPPORT @ STA. 02+59.52 STORM SEWER CROSSING 855 C CONFLICT A-02+59.52- i (BETWEEN E48"ORCP 610RCP STORM SEWER URT SEWER) FORM ORA��: iCONCRETE-ARCH- 1,51,10 6ONC REINFORCED PROPOSED SW -507 INTAKE M 1" REINFORCED 861.9`S 15'0 -RCP -IN:- -8578 -- --. --- 15"0 RCP OUT 857.7' 1 fLOOR-.-X572 - 1 850 o 0 O +0 N 0 0 845 HELLAND ENGINEERING & SURVEYING, LTD. I 15"0 STORM SEWER PLAN AND PROFILE (ST#3-ST#7) TOKYO JAPANESE STEAKHOUSE I SHEET D.2 kkt%) I eakS , :kkiki -1 1 k*s x‘catektv+ikk, kteilm&- 1.14--\ •titettiefsemiin „\scts\so,„-stakie4tasat,o, 4.44‘ "%\v‘ste 'sae( • , -ID wik: tool/ *imilkaatznaes .... tv 1 . li BEG ,iscita hksti *as - tcc;:cfftwrisfs:a: mit: \ ,AR 417,4 inwire mei ---- 111,4%, ;(0": a.., et 1 let4 141' 0 7 ' aeig 11I 1.,,I,'•.:•:•:.u,••• ••• , " U., ! ••,.,..• 11#r! •7' 7 - y V ' \ ..• „ s!!T• ,,,, -' .. !....01 .- • z 1-- • • -,7*".." -7 SEARS STREET (601Ra 1/4) HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" 5 865 BEGIN STA. 00+00 (STINT#6) PROPOSED SW -511 INTAKE FORM GRADE: 863.40 150 RCP OUT: 859.70 FLOOR: 859.20 860 855 ST#8 PROPOSED GRADE 850 865 EXISTING GROUND 860 855 850 o o o o TRENCH DRAIN (SEE DETAIL) END STA. 00+89.24 (STINT#4) PROPOSED SW -507 INTAKE FORM GRADE: 860.50 150 RCP IN: 856.86 150 RCP OUT: 856.76 FLOOR: 856.26 CONFLICT STA. 00+46.59 (BETWEEN 1510 RCP STORM SEWER & 240 RCP STORM SEWER) PROPOSED 35.0 LIN. FT. OF 61'0 SCH. 40 PVC @ 7.1% N N N. HORIZONTAL SCALE: 1" = 50' END OF TRENCH DRAIN TOP: 858.35 62 OUT: 857.49 - - TRENCH DRAIN DETAIL 3716 LIN. FT. OF 8" TRENCH DRAIN (KLASSIKDRAIN - K200 OR EQUIVALENT) END OF TRENCH DRAIN TOP: 858.70 INVERT: 858.03 - / NTAL SCALE:1"=10 HELLAND ENGINEERING & SURVEYING, LTD. I 150 STORM SEWER PLAN AND PROFILE (ST#8) TOKYO JAPANESE STEAKHOUSE I SHEET D.3 P P.O.B. VACATED STORM SEWER EASEMENT N I EXISTING SANITARY SEWER EASEMENT HOC. N 69°43'20" E 23.57' i N 82°23'35" E 12.62' N 69°43'20" E 8.02' VACATE THIS PORTION OF EXISTING STORM SEWER EASEMENT (SHADED PORTION) 2,170 SQ. FT. N 00023%2 E 6.95' /1 / EV 0 O / 1ov- /1.- /1 / 1 ,1 20.0' / / 1 / /1 A= 31.76' R= 998.57' =1°49'20" C= N 56°22%' W 31.76' HORIZONTAL SCALE: 1" = 30' SEARS STREET (60' R.O.W.) 562P 80°48' W N N N N N N N S 00°18' W 5.53' S 69°43'20" W 58.62' P.O.B. PROPOSED STORM SEWER EASEMENT S 69°43'20" W 163.38'1 EXISTING STORM SEWER EASEMENT PROPOSED 20' WIDE STORM SEWER EASEMENT 4,670 sq. 11. N N N DESCRIPTION OF PROPOSED STORM SEWER EASEMENT That part of Lot A in"Crossroads Retail Center Addition" to the City of Waterloo, Black Hawk County, Iowa, described as follows: Commencing at the Northeast corner of said Lot A; thence along the East line of said Lot A South 00°18' West a distance of 5.53 feet to the Southerly line of an existing Storm Sewer Easement; thence along said Southerly line South 69°43'20" West a distance of 58.62 feet to the point of beginning; thence South 11°41' West a distance of 183.30 feet; thence North 80°48' West a distance of 56.22 feet to the Northerly line of Sears Street; thence along said Northerly line Northwesterly 31.76 feet along a curve concave Southwesterly having a radius of 998.57 feet, a central angle of 1°49'20" and a long chord of North 56°22W West 31.76 feet to the West line of an existing Storm Sewer Easement; thence along said West line North 00°23'/2 East a distance of 6.95 feet; thence South 80°48' East a distance of 67.06 feet; thence North 11°41' East a distance of 151.67 feet to the Southerly line of said existing Storm Sewer Easement; thence along said Southerly line North 69°43'20" East a distance of 23.57 feet to the point of beginning. Containing 4,670 sq. ft. Note: The East line of said Lot A is assumed to bear South 00°18' West for this description. DESCRIPTION OF VACATED STORM SEWER EASEMENT That part of Lot A in"Crossroads Retail Center Addition" to the City of Waterloo, Black Hawk County, Iowa, described as follows: Commencing at the Northeast corner of said Lot A; thence along the East line of said Lot A South 00°18' West a distance of 5.53 feet to the Southerly line of an existing Storm Sewer Easement; thence along said Southerly line South 69°43'20" West a distance of 163.38 feet to the East line of an existing Storm Sewer Easement, being the point of beginning; thence along the East line of said Storm Sewer Easement South 00°23'/2 West a distance of 112.91 feet; thence North 80°48' West a distance of 20.24 feet to the West line of said Storm Sewer Easement; thence along said West line North 00°23'/2 East a distance of 105.22 feet to the Southerly line of an existing Storm Sewer Easement; thence along said Southerly line North 82°23'35" East a distance of 12.62 feet; thence along said Southerly line North 69°43'20" East a distance of 8.02 feet to the point of beginning. Containing 2,170 sq. ft. Note: The East line of said Lot A is assumed to bear South 00°18' West for this description. HELLAND ENGINEERING & SURVEYING, LTD. I PROPOSED STORM SEWER EASEMENT TOKYO JAPANESE STEAKHOUSE I SHEET D.4 PROPOSED 30' DRAINAGE EASEMENT TO BE ACQUIRED FROM PROPRIETOR OF LOT D, CROSSING POINT LLC (SWLY 30' OF LOT D) 46 TONS CLASS D REVETMENT LOT D EXISTING 24"0 CAST IRON INTAKE GRATE: 853.40 EXISTING 6"0 PVC OUTLET PIPE: 852.22 GRADE AT BOTTOM OF EXPANDED DETENTION POND (TYPICAL) PROPOSED 3:1 SLOPE DETENTION POND SIDES (TYPICAL) PROPOSED TOP OF BERM: 857.00 EXISTING 6"0 PVC PIPE N / / PROPOSED CUT NEW 3.0' W DE CURB OPENING / / / / / / / / / / / / / / / / / / / HORIZONTAL SCALE: 1" = 20' DETENTION POND EXPANSION FOR ADDITIONAL RUNOFF FROM LOT A Stormwater Calculations "TOKYO JAPANESE STEAKHOUSE" Expanded Detention Pond CONTROLLED PROPOSED COEFFICIENT c = ((0.3)(Pervious Area)+(0.95)(Impervious Area))/(Total Area) c = ((0.3)(0.207)+(0.95)(0.785)/(0.992) = 0.81 UNCONTROLLED PROPOSED COEFFICIENT c = ((0.3)(Pervious Area)+(0.95)(Impervious Area))/(Total Area) c = ((0.3)(0.101)+(0.95)(0.151)/(0.252) = 0.69 DETENTION POND VOLUME REQUIRED FOR 10 YEAR STORM LOT A Required Volume + Volume(uncontrolled) = 3290 + 567 = 3857 cu. ft. DETENTION POND VOLUME REQUIRED FOR 10 YEAR STORM TOTAL 18570 cu. ft. (Total volume required from AMENT) Area of Contour 854 = 4575 ft.' Area of Contour 855 = 5420 ft.' Area of Contour 856 = 6320 ft.' Area of Contour 857 = 7275 ft.' Volume between Contour 854 and 855 = (4575 + 5420)/2 = 4998 cu. ft. Volume between Contour 855 and 856 = (5420 + 6320)/2 = 5870 cu. ft. Volume between Contour 856 and 857 = (6320 + 7275)/2 = 6798 cu. ft. Volume of pyramid between drain and Contour 855 = ((854 - 853.40)(4575))/3 = 915 cu. ft. Total Volume of Pond = 4998 + 5870 + 6798 + 915 = 18581 cu. ft. PIPE SIZING 10 year STORM Qmax = 2.42 (from AMENT) Qmax = C x AREA x7(2)(gravity)(depth) AREA = Qmax / (0.6 x7(2)(gravity)(depth) ) AREA = 2.42 / (0.6 x4(2)(32.2)(857.0 - 852.22) ) AREA = 0.23 sq. ft. 0.23 = ¶(R)2 R = 0.27' 01= 0.54' (6.75" or 0.56' from AMENT) (Utilize existing 6"(0.5')0 PVC pipe in place) TOKYO JAPANESE STEAKHOUSE I SHEET D.5 Back of Curb • Width of Insert Edge of Gutter (a applicable) 5' 0" ® Lonox Wall Transverse joint spacing on new concrete pavement is controlled by the intoke baeaut. Adjust adjacent joint spacing os required (36' typ., 18" min.) g•• 4t1-\ `�99--� to accommodate consists Forretrofit :takes match existing p Joints Stop any transverse pavement j ints that do not conform to the minimum spacing requirements at the edge o the inserts 4tZ 4t3 4t1 6" 4" 6" 6" g Face fi' 0 NFA �t �w SIS of Standard Curb Location Station IR J IL e„ �s� Pavement (Beck of Curb) T w rt 11 II II II --aF 1 R % R `. 114t3 /i II /\ \ I R II Y-0" mins on Grade `a' -o" min at Low Point I ?'� Slope EMI a �'" Bock at Curb 4t2 • "-6" — Form �41: Grade S-0' R U 1 of Curb MAXIMUM PIPE DIAMETERS 41 0 sIat-76+,4=6Back SW -602 Trowel smooth and „ / Precast Cost -in -mace � � � Location S rudue Casting 6” 26" 10' Form Grade Place band breakerr chart Short Wall 1� _�.� EnJa Joint _II _ �. ng Wall 74u 30 30 3a c-_ Flom Dowel Boar (tYP-i 'ED' 3--r i 4i1 121 41 E Joint C Insert 41 m_ s -.- _ _ — — 7�Edge "—� 3fi I8" typ. In- 8 H '-4 -d- Optional 4t1 1 c structlon —� Joint (tYP.) 3 INSERT 11 12" min Invert 4w1 De th 01 Modify dimensions as required to accommodate other curb joint _/ toe Radius ® �'B Joint Boxout Length ED' Joint W II 10'- P max heights when specitled. (1 1'-0' min., 20'-0" max.) PLAN Mei ht Lowest �� f ei Height , 4w2 II f insert widths »> than 36 Q ping may beinsert, n hes. For 18 -inch serf reduce dim n tans-ndcased by ? tnch 03 2 - wall height above all Apes. REINFORCING BAR LIST Mark Size Location Shope Count Length Spacing FlDel ne �� 6" min all 4 Top o 4-8" See Insert w c 4 3'-D" 12 tt 1A1.E� A}smas /� � " t 110.20-W c 8 min USUMS O )1 xew I"am a 4t2 4 Top :ina.am�m m op G G 6' SW—507 WI CD2 6010.50 4ANOARDROADPLAN SW 507m 4bl 4 Base - o 3'-0""' 11" I IGURE 6010.50 STANDARDRUADPNN sHm zof2 g Short Wall P r>` 4b2 4 Base 5 4 -b 10 IRNApIS AUekrl M" Irmti m�� a 9 cn 0 3, 0„ a dmii1 mz pkgl]II@ the ono Aaehg. ftenorta mnMum °Tidm nmamn 411 4 Insert 4 Boxout Length minus 8" See Plan 4' 0 4w1 4 Walls 14 Wall Height minus 4" 14` w'"tea � " m. ora neus X _ TYPICAL SECTION ses :Dm ensan.. emewe.t. `" """ SINGLE OPEN -THROAT CURB INTAKE. SMALL BOX 4w2 4 Long Wogs Vaned Q 4w3 4 Short Vial's Varies 0 Cast -in-place base shown. If base is precast integral with SW -602 Casting bottom riser, the footprint of the base is not required to extend beyond the outer edge of the riser. TYPE G Two-piece fixed casting Precast Top ' Ad Rings For additional configurations, maintain a minimum of 12 .�. 0 • •••• 4•••••••4••••••••••..�•• ❖..�•ee.t.. M STORM ����` •�. ' ustment inches of concrete between vertical edges of pipe openings. • • • 12 inch minimum riser height above all pipe openings. 0 b27 di —1 Manhole Diametere tees Pm.) Location Station 1. . ►...... III, 4• .�.�.` ���• 4, �.�.�. Precast Riser now ilii Dep h Sections %"„O - ♦'r.* • • MIP ��� lb 4.11.4411..'.I..il Manhole Diameter Maximum Pie Diameter O (inches) for 2 Pipes 12" min. PLAN (inches) At Separation At 90^ Separation PLAN 31" 8 472 24 18 Invert 60 36 24 flP 42 30 04 48 36 96 60 42 min. Lowest Square Edge 1S" 25$" min. ' i in 44. FlowlineNL- ' thi- e" min. [�]801pSf ®'ev'u, u ` ww log -n -m c 134" W WG6S A -�.rx ee z for-Islx o ®Stq m 4„ 6" min. 1GURE 6010.40 STANDARDROMPIAN SW -401, 0 24" min. FIGURE 6010.602 STANDARDROADPAN SW -602 25;A" min. zrzaz $4 Bars ®12" 1 ¢r 1 m 2634" REMAONS LhmgM @nmsiwm m page 2. 0 o.c. Each Way Base o rdN51WIS Neese ,1=5 910P5 ipe'M de. -P" Nanhwdl mime p, min. 0 S o 1? TYPICAL SECTION N yw...aop me.m CASTINGS FOR STORM SEWER MANHOLES rii TYPICAL SECTION _ sue.s e,. am. noes eke.m. CIRCULAR STORM SEWER MANHOLE HELLAND ENGINEERING & SURVEYING, LTD. I GENERAL DETAILS I TOKYO JAPANESE STEAKHOUSE I SHEET NO. X.1 Adjacent walls may have different widths based upon pipe configuration, but structure must be rectangular. SW -602 Casting4 Cass—it—place rase shown. s base is precast integral with walls, the footprint the base is not required to extend beyond the outer edge of the walls. Location Station / t2 4 tl 0 Wall widths vary with pipe diameter and range from 40 inches minimum to 77 inches maximum. Provide 6 inches of wall width (minimum) each side of pipe opening. Provide two #4 hoop bars at top opening and at all pipe openings. _,._,a Adjustment Rings ',=,, `, Wall widths vary with pipe diameter and range from 40 inches to 77 inches Provide 6 6„ 11 fmi Top Reinforcing Two #4 O 3 ®—_® Top minimum maximum. inches of wall width (minimum) each side of pipe opening. _� ii= i Hoop Bars ■ hoop bars top , ®®®� ' Two 4 © j #4 at opening and at all pipe t2 2 10" openings.two \ _ __ _ Hoop Bars ® 12 inch minimum wall height above all pipes. 541 Wall Two ,�4 Q HoopBarss 543 12' mien. o (8'-0 ptn max.) — —� f Lon Wall Width 1�I ' — J II b = —= b_ S. ==�L ' 541 541 —JU IF w3 11 II II wN Hei ht D 1 1 Invert 7� Base Reinforcing 6"ii '! al H Shor Wall 6" Width PLAN 61 —I4.. 6' min. Lowest Bowline 8" min. REINFORCING BAR UST O ®® ® _ c Mark Size Location Shape p Length 9 Spacing P 9 J[ soma \ ) o^wn �^^b^s or Nan 1°' -z, -os 'LURE 6010.40/SHEET 1 OF 1 Base f dam$ 1W1N wow 54-5_00 m tt See Table To LongWallplus 8" 6" b2 6" Short Wall 6" FORE 6010.4f2 STANDARDROADPLAN SW -402 o t2 See Table Top Short Wall plus 8" 6" Diameter of FIGURE 6010.402 STANDARDROADPLAN SW -402 —Minimum cD b1 See Table Bose Long Wall 14" 12" Largest SHEET z of 2 Width MEET , of a REN9p1S Nn..RW unAs_Tpe-"M-BThanhde_Wil S J.A-ea. a � b2 See Table Base plus Short Wall plus 14" 12" Pipe 0 Bar Size REMSMS xn..Pml U. DAs Twe_'M-B'Jlmnme_111 �HoaeJt.Fis, TYPICAL SECTION wt See Table Walls Long Wall 8" 12" 46'" or 54" 6 quo oma".��aa"� RECTANGULAR STORM SEWER MANHOLE rn w2 See Table Walls plus Short Wall 8" 12" 33" to 42" 5 you ou� ate" Em4=s a.4ovs r. w3 See Table Walls plus Wall Height minus 4" 12" 30" or smaller 4 RECTANGULAR STORM SEWER MANHOLE HELLAND ENGINEERING & SURVEYING, LTD. I GENERAL DETAILS TOKYO JAPANESE STEAKHOUSE I SHEET NO. X.2